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PLANS New SFD 2742 Ypsilon Cir 2021-05-14
BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A1.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Site Plan General Notes 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 16.3 ' 37. 1 ' DIRECTION OF WATER SHED GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING, TYP. SWALE DRAINAGE TO ROAD, TYP. EXISTING GRADE, TYP. PROPOSED GRADE, TYP. PROPOSED GRADE, TYP. UTILITY LINES TO SERVICE IN ROAD/EASEMENT FIELD VFY LOCATES, TYP. WATER LINE TYPE 'K' COPPER SEWER LINE SDR35 PIPE ROCK RETAINING <4' STEPPED TERRACE OR 1:1 ROCK SLOPE, PROVIDE SWALE DRAINAGE TO ROAD INSIDE OF PROPERTY LINE, TYP. ICE & WATER SHIELD AT ALL VALLEYS, SEE NOTES T LOT 8A: AMENDED MOUNTAIN MEADOW SUBDIVISION 0.34 ACRES (15,097SF) ZONING: A-1 SETBACKS: 15' FRONT 15' SIDES 10' REAR PAVED DRIVE EXIST. HOUSE ASPEN GROVE PROPOSED HOUSE FIN. FLOOR = 7985' N6 2 ° 3 8 ' 5 1 " W 1 2 3 . 7 1 ' (N 0 0 ° 2 5 ' 0 6 " E 1 7 6 . 5 0 ' ) ( S 3 5 ° 3 1 ' 0 1 " E 2 2 9 . 1 1 ' ) (S 2 5 ° 1 7 ' 4 7 " W 29 . 7 7 ' ) 8" 8" 6" 6" 18" 18"79 8 0 7980 79 8 5 7 9 9 0 7990 7985 YP S I L O N C I R . EN T R Y PO R C H PATIO PATIO GARAGE RI D G E 80 0 2 . 5 ' RI D G E 80 1 5 ' RID G E 801 3 ' RI D G E 80 0 7 ' LOT 8A 10 ' UT I L I T Y EA S M E N T , T Y P . 15 ' SID E S E T B A C K S 15' SIDE S E T B A C K 10' REAR SETBACK 10' UTILITY EASEMENT 15' FR O N T S E T B A C K 15 . 1 ' 12.1' 16.8 ' 45. 2 ' AV G . 1 1 % G R A D E D R I V E TREES TO BE REMOVED ASPEN GROVE BOUNDARY SAVE AS MUCH AS POSSIBLE REMOVE ROCK PILE (USE AS RETAINING AS NEEDED) EXIST. GRADE = 7979.9' NEW GRADE = 7984.9' EXIST. GRADE = 7982.7' NEW GRADE = 7984.7' EXIST. GRADE = 7986.5' NEW GRADE = 7984.3' EXIST. GRADE = 7987.0' NEW GRADE = 7984.3' EXIST. GRADE = 7985.0' NEW GRADE = 7983.5' EXIST. GRADE = 7982.3' NEW GRADE = 7982.0' EXIST. GRADE = 7979.9' NEW GRADE = 7984.0' EXIST. GRADE = 7984.5' NEW GRADE = 7984.3 EXIST. GRADE = 7981.5' NEW GRADE = 7984.5' EXIST. GRADE = 7982.3' NEW GRADE = 7984.7' EXT. CRAWL ACCESS IN LOW POINT TELEPHONE PEDESTAL N2 1" = 10' Site PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: RE: STRUCTURAL NOTES 6. Typical exterior wall: Wood or fiber cement siding (RE: Elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide R-21 insulation in stud cavity. 1/2-inch non-rated gypsum wallboard at interior, unless otherwise noted. Typical roof: Heavy texture asphalt shingle roofing on 30# building felt on nominal 5/8-inch roof sheathing on roof framing, unless otherwise noted. Provide 2 courses of ice+water shield at eaves to min. 24" inside wall line, and 30-inches either side of valley centerline at valleys. 7. Hazard Zones Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes INTERIOR FINISH 8. Provide blocking in wall for mounting all cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DensShield® or eq. fiber reinforced backer board behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.R.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.R.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Gas furnace forced air, gas water heater. ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENERGY EFFICIENCY 20. Ensure six-sided encapsulation of insulation with sheathing, drywall or thermo-ply for all insulated cavities. 21. Seal all wall sheathing and gypsum to walls at top and bottom plates. Seal all envelope penetrations and around window and door openings with closed cell foam insulation, or equal. 22. Insulatory & air sealing of building envelope to comply with IRC Table N1102.04.1.1. 23. Recessed cans, if used, must be ICAT (Insulation Contact Air Tight) rated. DELAYED SUBMITTALS 24. Prior to inspection, submit a gas line diagram to the building division for review & approval 25. Prior to inspection, provide documentation of compliance with manuals J,S & D BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Ground Floor 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 W D DW F B 8'-0" 3'-0" B 8'-0" 3'-0" B 8'-0" 3'-0" B 8' - 0 " 3' - 0 " B 8' - 0 " 3' - 0 " B8'-0" 3'-0" B8'-0" 3'-0" 10 5 8'-0" 6'-0" 10 7 7'-0" 8'-0" 102 8' - 0 " 10 ' - 0 " 103 8' - 0 " 6' - 0 " D 7' - 0 " 3' - 0 " D 7' - 0 " 3' - 0 " 104 6' - 8 " 3' - 0 " 10 0 6'-8" 3'-0" A 6' - 0 " 2' - 8 " A1 6' - 0 " 2' - 8 " A 6' - 0 " 2' - 8 " C 4' - 0 " 3' - 0 " 10 6 8'-0" 18'-0" 6'-8" 3'-0" 11 2 6'-8" 2'-8" 113 6' - 8 " 3' - 0 " E2'-6" 6'-0" H3'-0" 2'-0" G3'-6" 1'-6" 118 6' - 8 " 2' - 8 " 11 1 6'-8" 2'-8" 11 0 6'-8" 2'-6" J 3' - 0 " 2' - 0 " 11 5 6'-8" 3'-0" 10 9 6'-8" 3'-0" K1 4'-0" 2'-0" 10 8 6'-8" 3'-0" 11 9 6'-8" 6'-0" 114 6' - 8 " 3' - 0 " C 4' - 0 " 3' - 0 " K 4' - 0 " 2' - 0 " 101 6' - 8 " 3' - 0 " 116 6' - 8 " 2' - 8 " 11 7 6'-8" 2'-10" F 4' - 0 " 2' - 6 " I 2' - 0 " 3' - 0 " 6'-8" 2'-8" UP 3'-0"22'-0"11'-6"17'-0"16'-0"15'-0"5'-6" 2'-0"3'-6"3'-6"2'-6"8'-4"8'-4"5'-4"3'-0" 10 ' - 6 " 23 ' - 0 " 6' - 6 " 14 ' - 0 " 8'-0"18'-0"18'-6"22'-6"20'-0" 2'-10"4'-8"4'-8"2'-10"4'-0"12'-0" 17 ' - 6 " 4'-1 1/2"3'-6" 4' - 2 " 3' - 6 " 10 ' - 0 " 1'-6"9'-5"6'-10"4'-7" 2' - 0 " 13 ' - 0 " 11 ' - 6 " 2' - 0 " 2'-6"12'-0"2'-6" 3' - 7 " 3' - 5 " 3' - 5 " 3' - 7 " 3' - 7 " 3' - 5 " 6' - 1 0 " 3' - 8 " 5' - 6 " 5' - 0 " 11 ' - 6 " 11 ' - 6 " 6' - 2 3 / 8 " 2'-0"3'-6"3'-1/2"4'-10"5'-1 1/2"6'-0"5'-6 1/2"5'-5 1/2"5'-6"4'-3 1/2"4'-5 1/2"2'-9 1/2"2'-6"5'-11 1/2" 2' - 0 " 2' - 1 / 2 " 4' - 4 1 / 2 " 4' - 7 " 4' - 1 0 " 6' - 8 " 9'-9"8'-9"1'-3"10'-0"10'-0"1'-3"20'-0" 10'-6"10'-6" 2' - 5 1 / 2 " 5' - 3 " 5' - 2 1 / 2 " 6' - 1 " 4'-6"5 1/2"3'-6"5 1/2"4'-7" 2'-5 1/2"4'-2" 2'-1"1'-0" 6" 3' - 2 1 / 2 " 3' - 7 " 5 1 / 2 " 3' - 1 0 1 / 2 " 4' - 1 1 / 2 " 5 1 / 2 " 10 ' - 1 " 1'-6" 4' - 6 " 5' - 5 1 / 2 " 3' - 6 " 9' - 0 " 2' - 6 " 3' - 3 " 3' - 3 " 7' - 6 " 11 ' - 1 1 " 4' - 8 " 8' - 3 " 5'-0"2'-4" 4' - 4 1 / 2 " 135.0° BUILDING SETBACKS, TYP. ROOF LINE, TYP. GAS FURNACE & WATER HEATER, ELEVATE IGNITION DEVICES MIN. 18" ABOVE GARAGE SLAB OR PROVIDE FLAMMABLE VAPOR IGNITION RESISTANT (FVIR) EQUIPPED APPLIANCES EXPOSED BEAMS, TYP. RE: FRAMING GARAGE/HOUSE WALLS, 5/8" TYPE 'X' GYP GARAGE SIDE + CEILING PROTECT PENETRATIONS PER R302.6 MECH. FLOOR STICK FRAMED RE: FRAMING ACOUSTIC INSUL. INTERIOR BATH/LAUNDRY/BDRM WALLS, FIELD VFY, TYP. R-21 INSUL. HOUSE/GARAGE 2x6 INTERIOR SHEAR WALL RE: BRACED WALL PLAN INTERIOR SHEAR WALL RE: BRACED WALL PLAN GAS RANGE, EXHAUST HOOD TO VENT TO OUTSIDE DIRECT VENT GAS F.P., VERIFY FRAMING/VENTING w/ SELECTED MODEL SPEC. (VENT THROUGH ROOF) ELECTRIC DRYER, VENT TO EXTERIOR DIRECT VENT GAS F.P., VERIFY FRAMING/VENTING w/ SELECTED MODEL SPEC. STAIR HANDRAIL 1-SIDE 36" ABOVE NOSING, TYP. EXHAUST FAN VENT TO OUTSIDE, TYP. CRAWL ACCESS OPTION RE: FRAMING KITCHEN DINING MUD2-BAY GARAGE 25'x22' ENTRY LIVING MASTER OFFICE LAUNDRY STORAGE ASPEN GROVE (EXIST) WALK-IN PATIO TBD DOG RUN LI N N E N C A B S VANITY SHOWER 5'x7'3" BENCH W.C. 9' CEILING 18' CEILING F.P. F.P. 9' CEILING 9'+ VAULTED CEILING PATIO TBD COVERED PATIO COVERED PATIO PWDR PANTRY(8 L F S H L V S ) HALL COVERED ENTRY MECH. WORK-SHOP BAY 17'x10'6" W.H. S S CO 9' CEILING 9' CEILING 9' CEILING 9' CEILING9' CEILING E.F. E.F. 1/A4.01/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 2/A4.12/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0 REF. N1 1/4" = 1'-0" Ground Floor Plan FINISHED SF MAIN FLOOR 1,720 SF LOFT 590 SF TOTAL 2,310 SF BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Second Floor / Lower Roofs 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 DN O4'-0" 1'-6" 20 3 6'-0" 2'-6" L 4'-0" 5'-0" 20 8 4'-0" 2'-4" M6'-0" 3'-0" M6'-0" 3'-0" M6'-0" 3'-0" M 6' - 0 " 3' - 0 " N 6' - 0 " 6' - 0 " M 6' - 0 " 3' - 0 " M 6'-0" 3'-0" M 6'-0" 3'-0" M 6'-0" 3'-0" 200 6' - 8 " 2' - 8 " 20 1 6'-8" 2'-8" F1 4' - 0 " 2' - 6 " 20 6 6'-8" 2'-8" 20 5 6'-8" 2'-0" F1 4' - 0 " 2' - 6 " F1 4' - 0 " 2' - 6 " F1 4' - 0 " 2' - 6 " F1 4' - 0 " 2' - 6 " P 2' - 0 " 4' - 0 " 204 6' - 8 " 2' - 6 " 202 6' - 8 " 6' - 0 " 6' - 8 " 3' - 0 " 20 7 6'-8" 4'-0" 21 ' - 6 " 17 ' - 6 " 4'-0"17'-0" 17 ' - 6 " 31'-0" 7' - 1 " 3' - 5 " 3' - 5 " 3' - 7 " 7'-6"2'-6" 4'-0"2'-6"6'-0"6'-0"2'-6" 10 ' - 1 " 1' - 1 0 " 5' - 7 " 4' - 0 " 7' - 1 " 3' - 5 " 3' - 5 " 3' - 7 " 2'-0"7'-6"1'-6 1/2"2'-4 1/2"2'-9 1/2"2'-6"2'-9 1/2"7'-6"2'-0" 2' - 0 " 7' - 2 " 1' - 7 " 2' - 4 1 / 2 " 8' - 4 1 / 2 " 7'-10 1/2"7'-6"14'-8 1/2" 3' - 7 " 5' - 6 1 / 2 " 3' - 8 1 / 2 " 7' - 9 " 4' - 7 " 3' - 2 " 1/A4.01/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 2/A4.12/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0 EXT. WALLS BELOW 4'+ HEAD CLEARANCE FOR STORAGE AREA 4'+ HEAD CLEARANCE FOR STORAGE AREA ACOUSTIC INSUL. INTERIOR BATH/BDRM WALLS INTERIOR SHEAR WALL RE: BRACED WALL PLAN GUARDRAIL MIN. 36" A.F.F., ALL GAPS <4", TYP. STAIR HANDRAIL 1-SIDE 36" ABOVE NOSING, TYP. ATTIC ACCESS RE: FRAMING BEDROOM 3 BEDROOM 2 BATH LIN. CL LOFT OPEN TO BELOW STORAGE ATTIC STORAGE ATTIC STORAGE CL S CO S S E.F. REF. N1 1/4" = 1'-0" Second Floor BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Elevations 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 12 10 12 6 12 3 Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" 3' - 1 1 1 / 4 " FIBER CEMENT SHAKE SIDING TIMBER PERGOLA ENTRY FIBER CEMENT LAP SIDING RUSTIC STAIN FINISH BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD STONE WAINSCOT w/ WATER TABLE STONE POST WRAP w/ CAP 2x4 CORNER BOARDS, TYP. (MATERIAL TRANSITIONS AT INSIDE CORNERS ONLY, TYP.) NO CORNER BOARDS AT B&B (BATTENS ON CORNERS), TYP. ROCK RETAINING < 4' STEPS OR 1:1 SLOPE, TYP. 12 6 Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" FIBER CEMENT SHAKE SIDING TIMBER SHED ROOF FIBER CEMENT LAP SIDING RUSTIC STAIN FINISH BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD STONE WAINSCOT w/ WATER TABLE STONE POST WRAP w/ CAP METAL ROOF AT SHED ASPHALT COMPOSITION SHINGLE ROOFS, TYP. U.N.O. LINE OF APX. EXIST. GRADE, TYP.APX. PROPOSED GRADE, TYP. ELEC. SERVICE/METER FIELD VFY LOCATION GAS SERVICE/METER FIELD VFY LOCATION MATCH T.O. WINDOW/DOOR 1 1/4" = 1'-0" West Elevation 2 1/4" = 1'-0" North Elevation NOTE: ALL EXTERIOR LIGHTING TO COMPLY WITH ESTES PARK 'DARK SKY' REQUIREMENTS EXTERIOR SIDING TO HAVE A FLAME SPREAD CLASS OF III (76-200) OR BETTER GUTTER AND DOWNSPOUTS THROUGHOUT, FIELD LOCATE. DRAIN AWAY FROM FOUNDATION, TYP. BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Elevations 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 T.O. Beam EL: 110'-1 1/8" 12 10 Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" 3' - 9 " FIBER CEMENT SHAKE SIDING, TYP. TIMBER PERGOLA ENTRY FIBER CEMENT LAP SIDING RUSTIC STAIN FINISH BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD STONE WAINSCOT w/ WATER TABLESTONE POST WRAP w/ CAP TIMBER TRIM BAND MATCH HT. OF BEAM BEYOND 2x4 CORNERBOARDS, TYP. (MATERIAL TRANSITIONS AT INSIDE CORNERS ONLY, TYP.) CORRUGATED METAL ROOFING AT COVERED PORCH DIRECT VENT F.P. TERMINATION DIRECT VENT F.P. TERMINATION MATCH T.O. WINDOW/DOOR TRIM 12 10 12 10 12 3 123 12 6 Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" 25 ' - 4 " BL G . H T . ASPHALT SHINGLE ROOF, TYP. RIDGE VENT, TYP. FIBER CEMENT SHAKE SIDING FIBER CEMENT LAP SIDING RUSTIC STAIN FINISH BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD BOARD & BATTEN FIBER CEMENT (RUSTIC STAIN) OR WEATHERED WOOD LINE OF APX. EXIST. GRADE, TYP. CRAWL ACCESS, FIELD VFY. w/ GRADING ROCK RETAINING < 4' OR 1:1 SLOPE, TYP. SWALE AROUND NORTH SIDE OF BUILDING TO STREET DRAINAGE (MAINTAIN INSIDE PROP. LINE), TYP. Avg Grade 99'-3" Ridge 129'-9 1/4" T.O. Walls 119'-2 7/8" Avg. Roof Ht. 124'-7" 1 1/4" = 1'-0" South Elevation 2 1/4" = 1'-0" East Elevation BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Sections 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 T.O. Wall 119'-2 7/8" T.O. Wall 109'-1 1/8" T.O. Beam EL: 110'-1 1/8" T.O. Landing 105'-8 1/2" Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" 5' - 1 / 4 " 3' - 0 " 7 5/8" 3' - 6 " 16 R I S E R S @ 7 5 / 8 " 10 ' - 2 1 / 2 " 8 T @ 11" w/ 1" NOSING 6'-8" 3'-9" 6 T @ 11" w/ 1" NOSE 5'-0" TIMBER PERGOLA ENTRY ROOF RE: FRAMING ENTRY PATIO SHED ROOF RE: FRAMING ENGINEERED TRUSSES RE: FRAMING ENGINEERED SHAPED TRUSSES RE: FRAMING DROPPED TOP- CHORD GABLE END TRUSS, TYP. U.O.N. OVERFRAME ROOF HANDRAIL 1-SIDE 36" ABOVE NOSING R-19 VINYL FACED BLANKET PIN TO FND, TYP. STONE WAINSCOT w/ STONE WATER TABLE MIN. R-45 INSUL. AT BOT. CHORD OF TRUSSES, TYP. R-21 INSULATION AT EXT. WALLS, TYP. FIR 'BRECK' SOFFIT 6 MIL. POLY GROUND COVER, LAP & TAPE SEAMS, TYP. LOW WALL FOLLOW STAIRS, WOOD CAP RIDGE VENT, TYP. RE: VENTING CALC 5/8" TYPE 'X' GYP THROUGHOUT UNDERSIDE OF STAIR, TYP. BEAMS RE: FRAMING ROLLED EDGE FLATWORK, TYP. ENTRY KITCHEN BEYOND LOFT STAIRS STORAGE LAUNDRY MASTER CRAWL (CONDITIONED) ENGINEERED TRUSSES RE: FRAMING T.O. Wall 109'-1 1/8" Ground Floor 100'-0" Ground Floor 100'-0" Second Floor 110'-1 3/4" Second Floor 110'-1 3/4" ENGINEERED SCISSOR TRUSSES ENGINEERED STORAGE TRUSSES (ALLOW R-45 INSULATION BELOW SHEATHING OVER CONDITIONED SPACE) ELEVATE MECH. EQUIP. (IGNITION SOURCE) MIN. 18" ABOVE GARAGE SLAB OR PROVIDE FVIR EQUIP. 5/8" TYPE 'X' GYP GARAGE SIDE HOUSE/GARAGE WALLS & CEILING R-21 INSUL. AT MECH. WALL ENGINEERED STORAGE TRUSSES (ALLOW R-45 INSULATION BELOW SHEATHING OVER CONDITIONED SPACE) PROVIDE SUPPLY/ RETURN AIR TO CRAWL ENGINEERED FLAT-BOTTOM TRUSSES ENGINEERED FLAT- BOTTOM TRUSSES ACOUSTIC INSULATION AT BEDROOMS FRAME OPENING FOR DUCTING THROUGH FLOOR RE: FRAMING RAILING MIN. 36" ABV. NOSING ALL GAPS < 4", TYP. THERMO-PLY OR EQ. AT ATTIC SIDE OF INSULATED KNEE WALLS, TYP. R-19 VINYL FACED BLANKET PINNED TO FND., TYP. R-21 INSUL. EXTERIOR WALLS, TYP. GARAGEMECH. CRAWL (CONDITIONED SPACE) STORAGE ATTIC STORAGE ATTIC BEDROOM 3BEDROOM 2 HALL HALLPOWDERKITCHEN LIVING BEYOND HALLMASTERVANITY COMPACTED FILL 1 1/4" = 1'-0" Entry-Stair Section 2 1/4" = 1'-0" Longitudinal Section ROOF VENTING: Attic/roof cavity area is +/- 1,720 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (5.7F) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 5.7SF x 50% = 2.9 SF (417 sq. in.) min. ventilation req'd in ridge vents. Provide full length of ridge vent (over interior) 70 lf vent w/ min. 6 sq. in./lf SOFFIT VENT: 5.7SF x 50% = 2.9 SF (417 sq. in.) min. ventilation req'd in soffit vents. Provide cont. strip vent or individual vent at ea. truss cavity - 140 lf Strip Vent w/ min. 3 sq. in./lf Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gap at roofline blocking continuous to ridge vent. BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Sections 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 12 3 12 10 123 12 10 T.O. Wall/Beam 109'-1 1/8" T.O. Beam EL: 110'-6" Ground Floor 100'-0" Second Floor 110'-1 3/4" 1' - 1 1 1 / 4 " 4' - 0 " 4' - 0 " FIR 'BRECK' SOFFIT w/ SOFFIT VENT, TYP. RE: SECTIONS FOR VENTING CALC SHED ROOFS RE: FRAMING TRUSS HANGER BY MFR. STORAGE ATTIC TRUSS MAXIMIZE HEAD CLEARANCE OFFICELAUNDRY HALL CRAWL COVERED PATIO COVERED PATIO 2x6 CUT TAILS AT SHED ROOF, TYP. FIR 'BRECK' RAKE SOFFIT 12 10 T.O. Wall/Beam 109'-1 1/8" Ground Floor 100'-0" Second Floor 110'-1 3/4" RIDGE VENT, TYP. FIR 'BRECK' BOX SOFFIT w/ SOFFIT VENTS, TYP. RE: VENTING CALC MASTER SHOWER CRAWL 12 6123 12 3 12 6 9' - 1 1 / 8 " 1' - 6 " 1' - 6 " 1'-6"1'-6" RAISED HEEL TRUSS, TYP. RE: SECTIONS FOR HT. 9 1/2" I-JOIST FRAMING AT SHOWER FOR ZERO-THRESHOLD ENTRY RE: FRAMING SHAPED TRUSS GAS F.P., VERIFY FRAMING & VENTING w/ SELECTED MODEL SPECS. ACOUSTIC INSUL. 12 10 T.O. Beam EL: 110'-3 1/4"T.O. Beam EL: 109'-1 1/8" T.O. Wall 119'-2 7/8" Ground Floor 100'-0" Second Floor 110'-1 3/4" 1' - 6 " 3' - 0 " ARCHITECTURAL BEAMS (NON-BEARING) RAISED HEEL TRUSS, TYP. RE: SECTIONS FOR HT. FIR 'BRECK' SOFFIT w/ SOFFIT VENT, TYP. RE: SECTIONS FOR VENTING CALC ROCK RETAINING < 4' STEP TIERS OR 1:1 SLOPE, TYP. SWALE DRAINAGE TO DRIVE/STREET, TYP. SWALE DRAINAGE TO DRIVE/STREET, TYP. GUARDRAIL MIN. 36" A.F.F., ALL GAPS < 4" ,TYP. T.O. BEAM ABOVE FIN. FLOOR LIVING CRAWL LOFT STORAGE BATHHALL KITCHEN BEYOND DINING ENTRY BEYOND COVERED PATIO GIRDER TRUSS 1' - 6 " 12 3 12 6 12 10 T.O. Beam EL: 110'-1 1/8" T.O. Wall 109'-1 1/8" Ground Floor 100'-0" Second Floor 110'-1 3/4" 9' - 1 1 / 8 " 2' - 6 " 2' - 6 " 4' - 0 " 4' - 0 " RAISED HEEL TRUSSES, TYP. RE: SECTIONS TRUSS DESIGN MAXIMIZE CLEAR HEAD AREA ELEVATE MECH. EQUIP. (IGNITION SOURCE) MIN. 18" ABOVE GARAGE SLAB OR PROVIDE FVIR EQUIP. FIR 'BRECK' SOFFIT EAVES, TYP. DROPPED TOP-CHORD GABLE END TRUSS, TYP. AT FLAT-BOTTOM TRUSSES ROCK RETAINING < 4' STEP TIERS OR 1:1 SLOPE, TYP. SWALE TO STREET, TYP. MECH.GARAGE STORAGE ATTIC TRUSS MAXIMIZE HEAD CLEARANCE COVERED ENTRY CRAWLCOMPACTED FILL GIRDER TRUSS TRUSS HANGER BY TRUSS MFR. 2 1/4" = 1'-0" Cross Section 3 1/4" = 1'-0" Master Section 4 1/4" = 1'-0" Dining-Living Section 1 1/4" = 1'-0" Garage Cross Section BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTION, DOORS & WINDOWS 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 DOOR SCHEDULE ID 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 200 201 202 203 204 205 206 207 208 CA Leaf Dimensions 3'-0"×6'-8" 3'-0"×6'-8" 10'-0"×8'-0" 6'-0"×8'-0" 3'-0"×6'-8" 6'-0"×8'-0" 18'-0"×8'-0" 8'-0"×7'-0" 3'-0"×6'-8" 3'-0"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 2'-10"×6'-8" 2'-8"×6'-8" 6'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 6'-0"×6'-8" 2'-6"×6'-0" 2'-6"×6'-8" 2'-0"×6'-8" 2'-8"×6'-8" 4'-0"×6'-8" 2'-4"×4'-0" 2'-0"×2'-0" Frame Width 6 9/16" 6 9/16" 6 9/16" 6 9/16" 6 9/16" 6 9/16" N/A N/A 6 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 6 9/16" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/4" Frame Material WD CLAD WD CLAD WD CLAD WD CLAD WD CLAD WD N/A N/A WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material THERMA-TRU F.G. THERMA-TRU F.G. CLAD WD CLAD WD CLAD WD CLAD WD MTL MTL THERMA-TRU F.G. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-1 HW-1 BY MFR BY MFR BY MFR BY MFR HW-9 HW-9 HW-1 HW-2 HW-4 HW-3 HW-3 HW-5 HW-5 HW-4 HW-5 HW-4 HW-7 HW-8 HW-3 HW-4 HW-6 HW-3* HW-4 HW-3 HW-4 HW-7 HW-3* HW-3* Style TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD FLUSH TBD TBD TBD TBD FLUSH FLUSH Location ENTRY MUD/PATIO DINING OFFICE MASTER/PATIO LIVING/PATIO O.H. GARAGE O.H. GARAGE GARAGE/PATIO GARAGE/ HOUSE POWDER PANTRY STORAGE OFFICE LAUNDRY MASTER MASTER CLOSET MASTER BATH W.C. MECHANICAL STORAGE BDRM 2 BDRM 2 CL BDRM 2 ATTIC STOR. BATH LINEN CL BDRM 3 BDRM 3 CL BDRM 3 ATTIC STOR. CRAWL ACCESS Notes 1'-4" TRANSOM ABOVE (TOTAL HEIGHT 8') PATIO FRENCH SLIDER PATIO SLIDER PATIO DOOR, 1'-4" TRANSOM ABOVE (TOTAL HEIGHT 8') PATIO SLIDER 20 MIN. DOOR, SELF-CLOSE EXT. 'BARN DOOR' SLIDER EXT. 'BARN DOOR' SLIDER EXT. 'BARN DOOR' SLIDER (2) 2'-4" LEAFS *PROVIDE WEATHER SEAL (2) 2'-0" LEAFS *PROVIDE WEATHER SEAL *PROVIDE WEATHER SEAL STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP Window Schedule ID A A1 B C D E F F1 G H I J K K1 L M N O P Width 2'-8" 2'-8" 3'-0" 3'-0" 3'-0" 6'-0" 2'-6" 2'-6" 1'-6" 2'-0" 3'-0" 2'-0" 2'-0" 2'-0" 5'-0" 3'-0" 6'-0" 1'-6" 4'-0" Height 6'-0" 6'-0" 8'-0" 4'-0" 7'-0" 2'-6" 4'-0" 4'-0" 3'-6" 3'-0" 2'-0" 3'-0" 4'-0" 4'-0" 4'-0" 6'-0" 6'-0" 4'-0" 2'-0" Quantity 2 1 7 2 2 1 1 5 1 1 1 1 1 1 1 8 1 1 1 Head Height 8'-0" 8'-0" 9'-0" 8'-0" 8'-0" 9'-0" 8'-0" 7'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-10" 8'-0" 17'-11" 17'-11" 7'-6" 7'-6" MULLED UNITS TYPE FIXED FIXED FIXED/AWNING CASE - CASE FIXED/AWNING FIXED CASEMENT CASEMENT CASEMENT CASEMENT AWNING CASE - CASE CASEMENT CASE CASE - CASE FIXED FIXED - FIXED CASEMENT AWNING TEMPERED N Y N N N N Y N N N Y N Y N N N N N Y LOCATION ENTRY ENTRY LIVING LAUNDRY/ KITCHEN SINK MASTER MASTER VANITY UPSTAIRS BDRMS/ STAIRS VANITY W.C. SHOWER WALK-IN MUD WORK-SHOP LOFT LIVING HIGH LIVING HIGH BEDROOM 2 BATH NOTES EMERGENCY EGRESS FIBERGLASS (WET LOCATION) SDL MUNTINS, SEE ELEVATIONS SDL MUNTINS, SEE ELEVATIONS FIBERGLASS (WET LOCATION) Generated by REScheck-Web Software Compliance Certificate Project Miranda Residence Energy Code:2018 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:2,310 ft2 Glazing Area 24% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 2742 Ypsilon Cir. Estes Park, CO 80517 Owner/Agent: Alabama Designer/Contractor: Dallman Construction Estes Park, CO 80517 Permit Number: Compliance: Passes using UA trade-off 1.7% Better Than Code Maximum UA:484 Your UA:476 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Truss Roofs: Raised or Energy Truss 1,720 45.0 0.0 0.022 38 Ext. Walls: Wood Frame, 16" o.c.3,440 21.0 0.0 0.057 148 Garage Door: Solid Door (under 50% glazing)21 0.390 8 Patio Doors: Glass Door (over 50% glazing)200 0.320 64 Entry Doors: Glass Door (over 50% glazing)45 0.230 10 Windows: Wood Frame 576 0.320 184 Crawl Walls: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.5' Insulation depth: 4.0' 870 0.0 19.0 0.045 24 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Miranda Residence Data filename:Page 1 of 1 01/19/21Report date: Jayson McMurren - PM Bas1s 1.18.21 T.O. Wall 119'-2 7/8" Ground Floor 100'-0" Second Floor 110'-1 3/4" 1' - 6 " +/ - 1 1 ' - 0 " CONT. HEADER / FIRE BLOCKING AT FLOOR LEVEL NON-BEARING ARCH. BEAM GAS F.P. VERIFY FRAMING & VENTING w/ MODEL SPECS. STONE F.P. SURROUND w/ STONE CAP FIR 'BRECK' BOX SOFFIT w/ SOFFIT VENT, TYP. RIDGE VENT, TYP. LIVING CRAWL 2 NTS Opening Flashing 1 1/4" = 1'-0" Living Section HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR BUTT HINGES 1 ENTRY LOCKSET w/ DEADBOLT 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - GARAGE/HOUSE ENTRY 1 PR SPRING HINGES .5 PR BUTT HINGES 1 ENTRY LOCKSET w/ DEADBOLT 1 SMOKESEAL 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPERS HW- 3 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER *1 WEATHERSTRIP *1 INTEGRAL DOOR SWEEP *1 SPRING HINGE HW- 4 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW- 5 - EXTERIOR 'BARN DOOR' SLIDER 1 HD "JUMP PROOF" EXT. SLIDER TRACK 2 FLUSH PULL 1 TRACK STOP HW- 6 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 7 - DOUBLE DOOR 3 PR BUTT HINGES (OPTION SPRING) 2 BASLL SPRING CATCH 2 PULL HANDLES 2 WALL BUMPER HW- 8 - MECHANICAL ROOM PAIR DOORS 2 PR SPRING HINGES 1 PR BUTT HINGES 1 PASSAGE SET 2(TOP BOTTOM) FLUSH BOLT 1 DUMMY SET 2 SMOKESEAL 2 INTEGRAL DOOR SWEEP 1 2-DOOR CONTINUOUS METAL SILL 2 WALL BUMPER HW- 9 - OVERHEAD DOOR 1 OH DOOR TRACK NYLON ROLLERS 1 BELT-DRIVE OPENER 1 WALL MOUNT KEYPAD 2 REMOTE NOTES: ALUMINUM CLAD WOOD WINDOWS, UNLESS OTHERWISE NOTED DOUBLE GLAZED LOW E GLASS, TYP. MEET OR EXCEED RESCHECK U-FACTORS SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD NOTES: INTERIOR SOLID CORE WOOD DOORS, 2 PANEL/SHAKER STICKING VERIFY FINAL DOOR STYLE & FINISH w/ OWNER EXTERIOR DOORS TO MEET OR EXCEED RESCHECK BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S1.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Foundation/ Braced Wall 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 18'-0"9'-9"10'-0"10'-0"10'-0"21'-3" 15 ' - 0 " 20'-0"22'-6"18'-6" 2' - 0 " 13 ' - 0 " 11 ' - 6 " 5'-6"15'-0"16'-0"17'-0"11'-6"22'-0" 17 ' - 6 " 3' - 0 " 10 ' - 6 " 23 ' - 0 " 6' - 6 " 14 ' - 0 " 9" 6' - 2 1 / 2 " 8'-4"8'-4"5'-4"3'-0" 8"5'-2"5'-4"9'-1"6'-6"9'-0"8'-9"8'-9"7'-9"8" 5' - 2 1 / 2 " 8" 1' - 6 1 / 2 " 8' - 5 3 / 4 " 4' - 7 " 7' - 6 3 / 4 " 8" 7' - 4 1 / 2 " 8"7'-10"7'-10"8" 8" 13 ' - 9 " 15 ' - 1 0 3 / 4 " 8' - 1 / 4 " 8" 7' - 2 1 / 2 " 10'-6"10'-6" 4' - 4 1 / 2 " 3' - 8 1 / 4 " 4'-0" 8'-1 3/4"4'-0" 11'-1/4" 3' - 6 1 / 2 " 7' - 6 " 1'-0"3'-0"3'-6"3' - 3 " 3' - 0 " 5' - 1 1 / 4 " 11'-3/4" 36"x36"x10" CONC. PAD (3) #4 BAR EA. WAY (3" IN FROM EDGE), MID-DEPTH, TYP. U.O.N. 10" DIA. CONC. PIER ON BIGFOOT BF24 w/ #4 VERT. TO MIN. 30" BELOW FIN. GRADE, PROVIDE SIMPSON AB88 BASE, TYP. OF 2 HOLD-DOWNS, TYP. RE: BRACED WALL PLAN STEP T.O. FOUNDATION, TYP. FIELD VERIFY w/ GRADING, TYP. ROLLED EDGE SLAB AT DOOR, TYP. 10" DIA. CONC. PIER ON BIGFOOT BF24 w/ #4 VERT. TO MIN. 30" BELOW FIN. GRADE, PROVIDE SIMPSON AB88 BASE, TYP. OF 4 2' SQ. CONC. PIER TO MIN. 30" BELOW GRADE, STONE WRAP, PROVIDE SIMPSON AB88 BASE, TYP. OF 4, RE: ELEVATION/DETAIL STEP FOOTING, TYP. FIELD VERIFY w/ GRADING, TYP. UNDER SLAB DRAIN RUN TO DAYLIGHT, TYP. 2 % SLOPE TO DRAIN 2 % S L O P E TO D R A I N 2 % S L O P E TO D R A I N 2 % SLOPE TO DRAIN 2 % SLOPE TO DRAIN 2 % S L O P E TO D R A I N 2 % S L O P E TO D R A I N 2 % SLOPE TO DRAIN EXIST. GRADE = 94'-0' NEW GRADE = 99'-9" EXIST. GRADE = 97'-8" NEW GRADE = 99'-8" EXIST. GRADE = 101'-6" NEW GRADE = 99'-3" EXIST. GRADE = 102'-0" NEW GRADE = 99'-3" EXIST. GRADE = 100'-0" NEW GRADE = 98'-6" EXIST. GRADE = 97'-3" NEW GRADE = 97'-0" EXIST. GRADE = 97'-3" NEW GRADE = 99'-8" EXIST. GRADE = 94'-0" NEW GRADE = 98'-0" EXIST. GRADE = 99'-6" NEW GRADE = 99'-3" EXIST. GRADE = 96'-6" NEW GRADE = 99'-6" LOCATE EXT. CRAWL ACCESS IF GRADE PERMITS, FIELD VFY. 15" DEEP FOOTING EXTENSION (5) #4 EA. WAY. 36"x36"x15" CONC. PAD (3) #4 BAR EA. WAY (3" IN FROM EDGE), MID-DEPTH 15" DEEP PAD, #4 BAR EA. WAY @ 12" O.C. STARTING 6" FROM EDGE SIMPSON HD12 w/ 6x6 D.F. #1 POST, 7" DIA. BOLT, PROV. POST STANDOFF ON PAD, TYP. OF 2 48"x48"x10" CONC. PAD (4) #4 BAR EA. WAY (3" IN FROM EDGE), MID-DEPTH, TYP. U.O.N. 36"x36"x15" CONC. PAD (3) #4 BAR EA. WAY (3" IN FROM EDGE), MID-DEPTHHOLD-DOWN, RE: S3.0 HOLD-DOWN, RE: S3.0 36"x36"x10" CONC. PAD (3) #4 BAR EA. WAY (3" IN FROM EDGE), MID-DEPTH, TYP. U.O.N. BEAM POCKET RE: FRAMING BEAM POCKET RE: FRAMING BEAM POCKET RE: FRAMING HOLD-DOWN RE: BRACED WALL PLAN (T.O. WALL = 99'-9 3/4") [T.O. FOOTER = 96'-3 3/4"] (T.O. WALL = 99'-9 3/4") [T.O. FOOTER = 96'-3 3/4"] (T.O. WALL = 98'-9 3/4") [T.O. FOOTER = 95'-3 3/4"] (T.O. WALL = 98'-9 3/4") [T.O. FOOTER = 95'-3 3/4"] (T.O. WALL = 99'-9 3/4") [T.O. FOOTER = 95'-3 3/4"] (T.O. WALL = 100'-0") [T.O. FOOTER = 94'-0"] (T.O. WALL = 100'-0") [T.O. FOOTER = 96'-0"] (T.O. WALL = 100'-0") [T.O. FOOTER = 97'-0"] (T . O . W A L L = 9 9 ' - 4 " ) (T . O . W A L L = 9 9 ' - 4 " ) (9 9 ' - 4 " ) 4" CONC. SLAB ON COMPACTED FILL 6 MIL POLY GROUND COVER LAP & TAPE SEAMS (T.O. WALL = 99'-9 3/4") [T.O. FOOTER = 95'-3 3/4"] (99'-9 3/4") NOTE: TOTAL 5 BEAM POCKETS IN WALLS RE: FRAMING 1/A4.01/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 2/A4.12/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0 30 " M I N . B E L O W G R A D E 4" M I N . 1'-4" 8" 8" (2) #4 CONTINUOUS UNDISTURBED SOIL 2'-0" x 6" #4 HOOK DOWEL @ 32" o.c. CONT. HORIZ. #4 @ 18" o.c. VERT. #4 @ 32" o.c. 1/2"x10" ANCHOR BOLT w/ 3"x3"x3/16" WASHERS @ 32" o.c. 2x6 PT MUDSILL WITH GASKET 6 MIL. GROUND COVER OVERLAP & TAPE SEAMS FLOOR HUNG OFF FOUNDATION WHERE INDICATED RE: S2.0 TYPICAL FOUNDATION WALL MI N . 3 0 " 3" RE: PLAN RE : E L E V . 1/2" EXPANSION JOINT #4 HOOPS @ 18" O.C. #4 VERTICAL EA. CORNER CONCRETE PIER D.F. #1 POST TREATED 2x FRAMING STONE VENEER SANDSTONE CAPS w/ 45º CORNERS SEALANT WIRE MESH POST BASE, RE: FND 1/2" TREATED PLY SIMPSON PAB5-12 CAST-IN-PLACE ANCHOR BOLT REF N 1 1/4" = 1'-0" Foundation Plan2 3/4" = 1'-0" Typical Foundation Wall 3 3/4" = 1'-0" Stone Wrap Columns REINFORCING STEEL 7. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the 'Manual of Standard Practice for Detailing Reinforced Concrete Structures' - ACI 315. 8. All reinforcing shall be deformed bars conforming to ASTM A-615, Grade 60, except ties, which shall be deformed bars, Grade 40. 9. At splices in reinforcing, lap bars 36 diameters. At corners, make horizontal bars continuous or provide corner bars. 10. Vertical reinforcing: # 4 bars as detailed on drawings 11. Horizontal reinforcing: #4 bars as detailed on drawings. 12. Minimum concrete protection for reinforcement shall be in accordance with ACI 318 and as follows, u.o.n. Concrete poured against earth: 3-inches Concrete in forms: 2-inches Slabs: 3/4-inches 13. Welded-wire fabric shall conform to ASTM specification A-185, Grade 65 and shall be lapped one full mesh at side and end splices and wired together. 14. Provide all accessories necessary to support reinforcing. All reinforcing shall be held securely in proper position in accordance with ACI 318. 15. All bolts (including anchor bolts) shall comply with ASTM A307. Structural steel members, including plates and angles, shall be ASTM A36. Anchor bolts shall be spaced as detailed, but not more that (1) one foot from corners. DRAINAGE AND BACKFILLING 16. N/A 17. Damp proof exterior walls with emulsified asphalt dampproofing or Deco-20 acrylic coating. 18. Ensure a minimum 2% perimeter grade slope away from the building on all sides. 19. Backfill equally on both sides of walls in 12-inch vertical lifts. Compact backfill under exterior and interior slabs. Do not backfill foundation walls greater than 4-feet high unless braced by floor system or other approved bracing method. Compact backfill to 95% standard proctor, ASTM 698. 20. Aggregate base under slab to be 4-inches washed pea gravel - 3/8-inch minimum to 3/4-inch maximum diameter. SPECIFICATIONS 21. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level: +/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet. 22. Foundation wall tolerance = level: +/-1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet; plumb: +/-1/4- inch in 8 feet. 23. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall maximum. 24. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". FOOTING AND FOUNDATION NOTES FOUNDATION DESIGN 1. Design of footings is based upon an assumed allowable soil bearing pressure of 2,000 pounds per square foot on decomposed granite bedrock below frost depth. 2. Footing elevations indicated are based upon estimated grades. The Excavation contractor shall ensure depth of footing excavation is sufficient to ensure placement of footing s on natural, undisturbed soil or bedrock and below frost depth of 30-inches. All footing, thickened slab and bearing pads should be set back a minimum of 1 foot for each vertical foot of cut 3. Provide continuous reinforcing at footing and wall steps and ones detailed. REINFORCED CONCRETE 4. All structural concrete shall develop a minimum 28-day compressive strength of 3000 psi. Fc = 3,000 psi @ 28 days with 5% air (+/- 1.5%) 5. Place concrete continuously without horizontal cold joints. 6. Provide sawcut control joints in slab at 10' O.C. max, each direction. Minimum depth = 1" BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Framing 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 11 7/8" RFPI 40's @ 16" o.c. 9 1/2" RFPI 40's @ 16" o.c. SIMPSON ITS2.37/11.88 HANGER ON FULL WIDTH P.T. PLATE, TYP. HOLD-DOWNS, TYP. RE: BRACED WALL PLAN VERIFY FRAMING w/ IN- FLOOR PLUMBING, TYP.LSL RIM 6x6 POST OR MIN. (3) 2x6 STUDPACK TO FND. POINT LOAD ABOVE CONT. TO FND SOLID BLOCK TO FULL WIDTH OF POST, TYP. FRAMING OPENING AT FURNACE DUCTING IN-FLOOR CRAWL SPACE ACCESS MIN. 18"x24" LINE OF UPPER FLOOR CONT. STEEL COLUMN FROM ABOVE POINT LOAD FROM ABOVE SHEAR WALL ABOVE RE: BRACED WALL PLAN SHEAR WALL ABOVE RE: BRACED WALL PLAN I-JOIST BLOCKING IN FLOOR BEAM POCKET IN FND WALL BLOCKING AT STRAP RE: 1/S3.0 SIMPSON MIT4.12/11.88 SIMPSON MIT4.12/11.88 BEAM POCKET BEAM POCKET NOTE: 2x STUDPACKS PLY TO WIDTH OF SUPPORTED BEAM PLUS ONE LEG UP & NAILED TO SIDE OF BEAM, (MIN. 3-PLY) 3/4" T&G EXP. 1 OSB FLOOR SHEATHING (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) 11 7/8 LVL (FLUSH) 11 7/8 LVL (FLUSH) (2 ) 1 1 7 / 8 L V L (F L U S H ) 11 7 / 8 L V L (F L U S H ) 11 7 / 8 L V L (F L U S H ) 11 7/8 LVL (FLUSH) 11 7/8 LVL (FLUSH) (3 ) 1 1 7 / 8 L V L (F L U S H ) (2 ) 1 1 7 / 8 L V L (F L U S H ) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) (2) 11 7/8 LVL (DROPPED) 1/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 2/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0POST BEAM SIMPSON SDSW, FASTEN MASTER TIMBERLOK OR EQ. COUNTERSUNK/HIDDEN MIN. 4" PENETRATION (2) EA. SIDE OF BEAM SIDE VIEWTOP VIEW TOP POST-BEAM CONNECTION REF N1 1/4" = 1'-0" Floor Framing2 1 1/2"= 1'-0" Post-Beam Connection STRUCTURAL FRAMING NOTES DESIGN LOADS: Seismic: Category B Floor & Covered Deck : 40 psf Roof & Uncovered Deck: 70 psf (7,000 < 8,000) (Ground Snow Load) Dead: 15 psf Wind: Exposure Class C 175 mph V-ult, 3 Second Gusts STRUCTURAL STEEL 1. Structural steel members, including plates and angles, shall conform to ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. 2. Structural steel shall be detailed and fabricated in accordance with the AISC Manual for Steel Construction, current edition. STRUCTURAL WOOD FRAMING 3. Provide temporary bracing to withstand all construction and wind loads until all field connections are completed. 4. All 2-inch framing and truss lumber shall be dry (max moisture content = 19%) Hem-fir No. 2 or better, graded by Western Wood Products Association, unless otherwise noted. Solid timber beams and posts shall be Douglas Fir-larch No. 1 or better. 5. All studs shall be Hem-fir No.2 or better. Top and bottom plates to be Hem-fir No. 2 or better. Wall studs shall be continuous from floor to bearing elevation. 6. Within floor joist cavities beneath solid or built-up columns, provide squash blocking of area equivalent to area of column above. 7. Provide fire-blocks per I.R.C. Section R302.11. 8. Fasten wood members with common nails according to the requirements listed in the I.R.C. Fastening Schedule, Table R602.3(1). Anchor engineered wood joists to supports with framing anchors indicated. 9. All exterior walls to be 2x6 studs @ 16" o.c. unless otherwise noted. All posts for headers in exterior walls shall be two (2) trim studs plus one (2) king studs unless otherwise noted. All Rafters with nominal height of 10" and higher to have solid 2x lateral blocking at roof/wall lines per R802.8. Allow min. 1" air space above roof blocking for ventilation. 10. All multiple member beams, header, and posts shall be glued and nailed together, unless otherwise noted. All posts for beams shall be multiple studs to equal or exceed the width of the member, u.o.n. 11. All plates and sills for exterior and interior walls rising on concrete shall be treated wood. Provide sill gasket at exterior locations. Columns and posts located on concrete pads shall be treated wood unless a pedestal conforming to I.R.C. Section R317.1.4 is used. 12. Anchor roof framing to supports with minimum 18ga galvanized framing anchors, or as noted. 13. A Professional Engineer, registered in the State of Colorado, shall design roof trusses, if any, to support all applicable loads, including full uniform live and dead loads and superimposed loads. The Fabricator shall determine web arrangement and member forces. Stresses shall not exceed those allowed in the I.R.C. 14. Truss manufacturer shall specify and provide all truss to truss connections and wind anchors.Provide bracing and bridging for stability of trusses per the fabricator's recommendations per IRC R802.10.3 15. Engineered truss drawings shall be submitted to the design professional of record for review & approval. Prior to framing inspection a stamped statement from the design professional of record shall be submitted to the building division acknowledging the truss submittals are compatible with the design of the building or structure. Ensure adequate time is provided for review, comment and revisions if required. FLOOR AND WALL SHEATHING 16. Wood sheathing materials and installation shall comply with the recommendations of the American Plywood Association. Each panel shall be identified with the grade-trademark of the APA and shall meet the requirements of U.S. Products Standard PS - 1 for plywood. 17. Glue all floor sheathing to floor joists with adhesive. Attach floor sheathing with 8d ring -shank nails @ 6-inches o.c. at panel edges and 12-inches o.c. at intermediate supports. 18. Fasten wall sheathing to exterior side of exterior walls with 8d nails or approved equal at 4" o.c. at panel edges and 12"o.c. in field, UNLESS NOTED OTHERWISE (RE: BRACED WALL PLAN). ***All panel edges of ALL wall lines to be blocked and nailed.*** ***Install wall sheathing horizontally - EXCEPT that Norboard Windzone/Quakezone Rated Sheathing may be installed vertically where panel extends continuously from mudsill to wall plate. *** Wall sheathing must fully overlap floor system and door and window opening framing with no vertical seams at window and door corners. Fasten roof sheathing with 8d nails at 4" o.c. max. 19. Sheath the interior side of exterior walls with 1/2-inch regular gypsum wallboard. Fasten with 5d wallboard nails, or 1 1/4-inch no. 6 type W drywall screws in accordance with I.R.C. 602.3(1), using 7-inch o.c. at edge & 12-inch o.c. in field, framing spacing guidelines, unless otherwise noted. 20. Sheath both sides of interior stud partitions with 1/2-inch gypsum wallboard, unless otherwise noted. Attach wallboard to studs at 7-inches o.c. STRUCTURAL GLUED-LAMINATED TIMBER 21. Materials, manufacturer and quality control shall be in conformance with American National Standard ANSI/AITC A190.1-1992. 22. Lumber shall be stress graded to provide members with AITC combination symbols 24F- V4 for simple spans and 24F-V8 for multiple spans. Install 24F-V4 members such that tension side is on the bottom. 23. All members shall be Architectural Appearance Grade. 24. Adhesives shall meet the requirements for wet conditions of service. 25. All members shall have zero camber. SPECIFICATIONS 26. Floor level tolerance = width: +/- 1/2-inch 24 feet. 27. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 28. Rough opening tolerance = +/-1/4-inch of actual dimensions. 29. Door and window installation tolerance = +/-1/8-inch off plumb, +/-1/8-inch out of square. All exterior doors shall be installed plumb and square with no wracking. BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Framing 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 11 7/8 RFPI 90's @ 16" o.c. SHAPED TRUSSES @ 24" o.c. STOR. TRUSSES @ 24" o.c. FLAT BOT. TRUSS @ 24" o.c.FLAT-BOTTOM (STORAGE) TRUSSES @ 24" o.c. 2x8 RAFTERS w/ 2x6 CEILING JOISTS @ 24" o.c. 2x8 RAFTERS w/ 2x6 CEILING JOISTS @ 24" o.c. 2x8 RAFTERS w/ 2x6 CEILING JOISTS @ 24" o.c. FL A T - B O T T O M T R U S S E S @ 2 4 " o . c . 2x 8 ' s @ 1 6 " o . c . 4x8 D.F. #1 @ 1' O.C. 2'-0" 2' - 0 " 2' - 0 " 2'-0" 1' - 6 " 1' - 6 " 1' - 6 " 1'-6" 1'-6" 1' - 6 " T.O. BEAM MIN. 1" ABV. SUBFLOOR (FLOOR FINISH TO SIDE OF BEAM) P.T. 2x8 LEDGER (3) 4" LEDGERLOK EA. STUD (16" O.C.) LSL RIM, TYP. SIMPSON ITS2.37/11.88 SIMPSON IUS2.37/11.88 SIMPSON LEG5PC OR UA HANGER (MINIMAL LOAD) SIMPSON MEG5PC w/OUT TOP FLANGE BEAM POCKET IN WALLS AT BEAM TERMINATIONS, MIN. 2 1/2" BEAM BEARING, STUDPACK BELOW TO FOUNDATION TYP. STORAGE ATTIC AREA STORAGE ATTIC AREA EXTERIOR WALLS ABOVE, TYP. SIMPSON BA HANGER SIMPSON HGA10KT TIE-DOWNS AT SHED ROOFS, TYP. SIMPSON HGA10KT TIE-DOWNS AT SHED ROOFS, TYP. TIMBER POST-BEAM CONNECTION: MIN (2) 8" TIMBERLOCK OR EQ., FILL HOLES, TYP., RE: DETAIL 8x8 D.F. #1 EXTERIOR POSTS, TYP. SIMPSON ITS2.37/11.88 RAKE WALL TO UNDERSIDE OF OUTLOOKERS AT SCISSOR TRUSS ROOF 2x6 OUTLOOKERS, TYP. DROPPED TOP CHORD GABLE END TRUSS, TYP. UNLESS NOTED OTHERWISE DROPPED TOP CHORD GABLE END TRUSS DROPPED TOP CHORD GABLE END TRUSS SHADED AREA OF OVER-FRAMING, TYP. 10 / 1 2 6/ 1 2 10 / 1 2 6/ 1 2 3/ 1 2 SL O P E 3/ 1 2 SL O P E 3/ 1 2 SL O P E 10 / 1 2 SL O P E 10 / 1 2 SL O P E 6/ 1 2 SL O P E 6/ 1 2 SL O P E 6/12 SLOPE 6/12 SLOPE TRUSS HANGER TO GIRDER TRUSS BY TRUSS MFR. HURRICANE TIES PER TRUSS MFR., TYP. SIMPSON HL76PC OR OU812 HANGER PROVIDE STUDPACK IN WALL FULL WIDTH OF HANGER SIMPSON HL76PC OR OU812 HANGER PROVIDE STUDPACK IN WALL FULL WIDTH OF HANGER SIMPSON HL76PC OR OU812 HANGER PROVIDE STUDPACK IN WALL FULL WIDTH OF HANGER RE: PORTAL FRAME DETAIL RE: PORTAL FRAME DETAIL LANDING SUPPORT BEAM BELOW RE: SECTION 3" DIA. SCH.40 STEEL PIPE COLUMN w/ SIMPSON CCO7 1/8 OR CCOQ7.12-2.5SDS OR EQ. MIN. 3T, 2K MIN. 3T, 2K SIMPSON BA HANGER EA. END P.T. 2x8 LEDGER (3) 4" LEDGERLOK EA. STUD (16" O.C.) HGA10KT TIE-DOWN AT RAFTERS, TYP. SHED OVER-FRAME SHED OVER-FRAME STUDPACK THROUGH WALL RE: BRACED WALL PLAN COORD. JOIST LAYOUT w/ PLUMBING (NOTE: 3 1/2" WIDE FLANGE JOISTS) RE: PORTAL FRAME GARAGE DOOR 3/S3.0 ACCENT BEAMS, NON-STRUCTURAL 3/4" T&G EXP. 1 OSB FLOOR SHEATHING (2) 2x8 HEADER (2 ) 2 x 6 HE A D E R (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2 ) 9 1 / 2 " L V L HE A D E R (2) 2x10 HEADER (2 ) 2 x 8 HE A D E R (2 ) 2 x 8 HE A D E R (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2 ) 1 1 7 / 8 L V L HE A D E R (C O N T . ) 5 1 / 8 x 1 5 G . L . AR C H . B E A M (F L U S H ) 5 1/8x15 G.L. (FLUSH) 5 1 / 8 x 1 8 G . L . (F L U S H ) (2) 2x10 HEADER (2) 2x10 HEADER (3) 7 1/4" LVL HEADER (4) 11 1/4" LVL (FLUSH) (CENTERED ON WALL) (2 ) 1 1 7 / 8 " L V L (F L U S H ) OR JACK TRUSSES @ 24" o.c. OR JACK TRUSSES @ 24" o.c. OR JACK TRUSSES @ 24" o.c. (3 ) 9 1 / 2 " L V L HE A D E R (2 ) 2 x 1 0 HE A D E R (3 ) 1 1 7 / 8 L V L HE A D E R (S I N G L E T O P P L A T E ) (2 ) 2 x 8 HE A D E R (2 ) 2 x 1 0 HE A D E R (2) 2x8 HEADER (2) 2x8 HEADER (2) 2x8 HEADER (3 ) 1 1 7 / 8 " L V L (F L U S H ) (2) 11 7/8" LVL (FLUSH) STAIR OPENING 5/8" EXP. 1 OSB ROOF SHEATHING 3/4" T&G EXP. 1 OSB STORAGE ATTIC FLOOR SHEATHING 3/4" T&G EXP. 1 OSB STORAGE ATTIC FLOOR SHEATHING 5/8" EXP. 1 OSB ROOF SHEATHING (2 ) 7 1 / 4 " L V L ' S (F L U S H ) (3) 11 7/8" LVL (FLUSH) (2) 2x10 HEADER (2) 2x10 HEADER 8x12 D.F. #1 (DROPPED) 8x12 D.F. #1 (DROPPED) 8x12 D.F. #1 (DROPPED) GIRDER TRUSS 5 1 / 8 x 1 5 G . L . AR C H . B E A M (F L U S H ) (2 ) 1 1 7 / 8 L V L HE A D E R (C O N T I N U O U S ) (3 ) 7 1 / 4 " L V L ' S (F L U S H ) (S T A I R L A N D I N G ) (3) 7 1/4" LVL HEADER 1/A4.01/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 2/A4.12/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0 REF N1 1/4" = 1'-0" Second Floor / Lower Roofs Framing BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S2.2 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Framing 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 FLAT-BOTTOM TRUSSES @ 24" o.c. FL A T - B O T T O M T R U S S E S @ 2 4 " o . c . 2' - 0 " TY P . 1/A4.01/A4.0 3/ A 4 . 1 3/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 2/A4.12/A4.1 2/ A 4 . 1 2/ A 4 . 1 1/A5.01/A5.0 SHADED AREA OF OVER-FRAMING, TYP. 10 / 1 2 SL O P E 10 / 1 2 SL O P E 10/12 SLOPE 10/12 SLOPE DROPPED TOP-CHORD GABLE END TRUSS, TYP. UNLESS NOTED OTHERWISE TRUSS HANGER TO GIRDER TRUSS BY TRUSS MFR. UPPER ATTIC ACCESS BETWEEN TRUSSES RE: PORTAL FRAME, 3/S3.0 TIE-DOWNS BY TRUSS MFR., TYP. INTERIOR SHEAR WALL BLOCK TRUSSES ABV WALL & PROVIDE H2.A EA. BEARING POINT NON-BEARING, ACCENT BEAM (DIVIDE LOFT/LIVING CEILING) ALIGNED WITH INSIDE CORNERS 5 1/8"x12" G.L. RE: PORTAL FRAME, 3/S3.0 (2) 2x10 HEADER 5/8" EXP. 1 OSB ROOF SHEATHING (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2 ) 2 x 1 0 HE A D E R (2) 2x10 HEADER (2 ) 2 x 8 HE A D E R (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER GIRDER TRUSS (2 ) 1 1 7 / 8 L V L HE A D E R (C O N T . ) (2 ) 1 1 7 / 8 L V L HE A D E R (C O N T . ) (2 ) 2 x 8 HE A D E R (2 ) 2 x 8 HE A D E R REF N1 1/4" = 1'-0" Upper Roof Framing BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S3.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Braced Wall Plan 1/25/21 CD Ma r t y & B a r b a r a M i r a n d a 27 4 2 Y p s i l o n C i r c l e Es t e s P a r k , CO 80 5 1 7 Ne w H o m e 01/25/2021 PO R T A L F R A M E - G A R A G E D O O R RE : D E T A I L PO R T A L F R A M E 1 RE : D E T A I L PO R T A L F R A M E 2 RE : D E T A I L 7/16" OSB BOTH SIDES 2" EDGE NAILING 7/16" OSB 1 SIDE 4" EDGE NAILING (2) STRAPS EA. END, EA. SIDE OF WALL, (8 STRAPS TOTAL THIS WALL) TYPE 'X' GYP GARAGE SIDE BRACED WALL FASTENING: 7/16" EXP. 1 OSB "QUAKEZONE" WALL SHEATHING ORIENTED VERTICALLY, NAILED 4" O.C. AT EDGES & 12" O.C. IN FIELD, U.O.N. 7/16" EXP. 1 OSB "QUAKEZONE" WALL SHEATHING ORIENTED VERTICALLY, NAILED 2" O.C. AT EDGES & 12" O.C. IN FIELD, U.O.N. INTERIOR GYP FASTENED w/ 1 1/4" TYPE 'W' DRYWALL SCREWS @ 4" AT EDGES & 12" IN FIELD. GYP BOARD BOTH SIDES (TYPE "X" AS REQ'D) 4" EDGE FASTENING & BLOCKING P - RE: PORTAL FRAM WALL DETAILS) S1 - HDU5 OR STHD10 S2 - HDU8 OR STDH14 S3 - HDU11 S4 - MST48 S5 - (2) MST60/CMST14 S6 - MSTZ40 S7 - CMST 14 OR MST72 HOLD -DOWN ANCHORS: 1) THREADED ROD + SIMPSON AT-XP, min 12" EMBED or 2) CAST-in-PLACE SIMPSON PAB8 OR EQ, min 10" EMBED *PROVIDE STUDPACKS MIN. EQ. WIDTH OF HOLD-DOWN/ STRAP S1 S1 S1S1 S1 S1 S1 S1 S2 S2 S3 S3 S2 S2 S4 S4 S4 S4 S5 S5 S5 S5 P P P P P P P P P P P P S3.5 S2 S3.5 S6 PO R T A L F R A M E 2 RE : D E T A I L PO R T A L F R A M E 1 RE : D E T A I L 7/16" OSB ONE SIDE, 2" EDGE NAILING (ENSURE STACKING w/ BRACED WALL BELOW) S6 P P P P P P P P P P S6 S6 S6 S6 S7S7 PER PLAN 2'-0"2'-0" MI N . 2 4 " 2'-0"2'-0" MI N . 2 4 " SIMPSON LSTA36 STRAP (INT. SIDE), TYP OF 2 KING STUD 5/8" DIA x 14-INCH ANCHOR BOLT SIMPSON STDHD14 TIE-DOWN EA. SIDE OF WALL SEGMENTS, TYP BLOCK & NAIL AT PANEL SPLICES HEADER (RE: FRAMING) CONT. TO WALL ENDS, FASTEN SHEATHING TO HEADER w/ 8d @ 3" o.c. GRID, TYP. FASTEN SHEATHING TO STUDS AND PLATES w/ 8d NAILS @ 3"o.c. KING STUD ROLLED SLAB EDGE SIMPSON STDHD14 TIE-DOWN, TYP. OF (4) FOUNDATION WALL SIMPSON LSTA24 STRAP, TYP OF (2) 5/8" DIA x 14-INCH ANCHOR BOLTMIN DOUBLE TRIMMER INFILL FRAMING INFILL FRAMING FOUNDATION WALL HEADER RE: FRAMING PLAN CONT. TO WALL ENDS SIMPSON LSTA24 STRAP (INTERIOR SIDE), TYP OF 2 SHEATHING CONTINUOUS OVER HEADER/WALL HEADER CONT. TO WALL ENDS, FASTEN SHEATHING TO HEADER w/ 8d @ 3" o.c. GRID, TYP. SIMPSON LSTA36 STRAP (INT. SIDE), TYP OF 2 KING STUD 5/8" DIA x 14-INCH ANCHOR BOLT SIMPSON STDHD14 TIE-DOWN EA. SIDE OF WALL SEGMENTS, TYP INFILL FRAMING INFILL FRAMING FOUNDATION WALL HEADER RE: FRAMING PLAN CONT. TO WALL ENDS SIMPSON LSTA24 STRAP (INTERIOR SIDE), TYP OF 2 SHEATHING CONTINUOUS OVER HEADER/WALL HEADER CONT. TO WALL ENDS, FASTEN SHEATHING TO HEADER w/ 8d @ 3" o.c. GRID, TYP. SIMPSON LSTA24 STRAP (INTERIOR SIDE), TYP OF 2 FASTEN SHEATHING TO STUDS AND PLATES w/ 8d NAILS @ 3"o.c. FASTEN SHEATHING TO STUDS AND PLATES w/ 8d NAILS @ 3"o.c. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d @ 3" o.c., TYP. PORTAL FRAME 1 (WEST LIVING ROOM) PORTAL FRAME 2 (EAST LIVING ROOM) WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING WINDOW OPENING DOOR OPENING WINDOW OPENING PORTAL FRAME GARAGE DOOR STRAP RE: BRACED WALL PLAN BLOCKING IN FLOOR UPPER WALL LOWER WALL SHEATHING/ GYP NOT SHOWN FOR CLARITY BRACED WALL STRAPPING DETAIL REF N1 1/8" = 1'-0" Ground Floor Braced Wall 2 1/8" = 1'-0" Second Floor Braced Wall 3 3/8" = 1'-0" Portal Frame Details4Strap Detail 6/12 6/12 2'2'2' 8'18'41'20' 1' 1 0 - 1 / 2 " 2'2' 1' 1 0 - 1 / 2 " 2'2' 1' 1 1 - 1 / 4 " 2' 1' 1 1 - 1 / 4 " 1' 6 - 3 / 4 " 2'2' 2'2' 1' 1 1 - 1 / 4 " 2'2' 10 ' 6 " 23 ' 6' 6 " 14 ' 1'11-1/4" 2' 2' 17' 16'15' 21'3-3/4" 22'11'6" 5'6" 7' 5 - 3 / 4 " 5' 6 - 1 / 4 " 2' 13 ' 11 ' 6 " 4' 8 - 1 / 4 " 9' 9 - 3 / 4 " 21 ' 6 " HUS26 (2) HTS20 (2) HTS20 HUS26 HH U S 2 8 - 2 HUS28 (2) HTS20 (2) HTS20 T.O.B.=9' 1-1/8" T.O.B.=10' 1-1/8" T.O.B.=10'-6" LUS26 TRUSS DESIGNED WITH A 2X4 LEDGER AGAINST TRUSSES W/ (3) 10D NAILS TRUSS DESIGNED WITH A 2X4 LEDGER AGAINST TRUSSES W/ (3) 10D NAILS TRUSS DESIGNED WITH A 2X8 LEDGER AGAINST TRUSSES W/ (4) 10D NAILS,E.O.R. TO VERIFLY ATTAHMENT TRUSS DESIGNED WITH A 2X8 LEDGER AGAINST TRUSSES W/ (4) 10D NAILS,E.O.R. TO VERIFLY ATTAHMENT LUS26 ROOF LAYOUT PLAN TYPICAL NOTE: ------------- (1) H2.5T SIMPSON HURRICANE CLIP AT EA. BEARING IS REQ'D FOR WIND UPLIFT DESIGN PARAMETERS - IRC/TPI2018 ----------------- TRUSS SPACING = 24" O.C. TOP CHORD ASSUMES WOOD SHEATHING. BOTTOM CHORD ASSUMES GYPBOARD. LOADS--> T.C. LIVE = 50 psf T.C. DEAD = 10 psf B.C. LIVE = 00 psf B.C. DEAD = 10 psf WIND = 175 mph;Exp. C; 3 Sec. Gust. Total Truss Quantity = 125. HUS26 HT S 2 0 SL O P E D W A L L A0 3 A0 5 A0 6 A0 7 A0 1 A02 A04 B01 B03 B04 B0 2 B05 B06 B07 C0 1 C0 1 C0 2 C0 3 D01 D03 D04 D0 2 E0 1E02 F0 1 F0 4 F02F03F05 J0 1 J02 H0 1 J03 J05 D05 D06 D07 C05 C02 K01 K02 H02H03H04H05 A08 PAGE NO: 1 OF 1 JOB NO: DA012621 : : 0 2 - 2 2 - 2 0 2 1 , : M i r a n d a R e s i d e n c e , : 2 7 4 2 Y p s i l o n C i r c l e **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O* 207 /- /- /55 /53 /14 Wind reactions based on MWFRS O Brg Width = 276 Min Req = - Bearing AB Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 175 -274 B - C 158 -187 C - D 255 -176 D - E 382 -177 E - F 519 -171 F - G 644 -182 G - H 615 -178 Chords Tens. Comp. H - I 442 -167 I - J 304 -173 J - K 189 -168 K - L 132 -149 L - M 124 -146 M - N 123 -158 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 1 0 AA- Z 1 0 Z - Y 282 -163 Y - X 288 -166 X - W 294 -168 W - V 300 -170 V - U 536 -229 Chords Tens. Comp. U - T 530 -232 T - S 525 -235 S - R 518 -240 R - Q 512 -244 Q - P 113 -85 P - O 89 -66 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 125 -201 A -AC 296 -174 AD- Z 316 -182 L - Q 115 -222 Webs Tens. Comp. Q -AE 581 -217 AF- N 358 -162 N - O 134 -187 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AC 232 -350 AA-AD 222 -336 Z - C 272 -444 D - Y 263 -521 E - X 292 -542 F - W 374 -582 G - V 0 -335 Gables Tens. Comp. U - H 362 -582 T - I 299 -544 S - J 268 -529 R - K 210 -318 AE- P 218 -268 M -AF 220 -278 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 H 999 360 VERT(TL): 0.009 F 999 240 HORZ(LL): -0.005 F - - HORZ(TL): 0.006 F - - Creep Factor: 2.0 Max TC CSI: 0.064 Max BC CSI: 0.033 Max Web CSI: 0.644 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A01 23' Gable Ply: 1 Qty: 1 Wgt: 193.9 lbs SEQN: 327835 / T10 / GABL FROM: WBC DRW: ... / ... 02/22/2021 23' 1'6"2' (TYP) 11'6" 11'6" 20'4-3/8" 8'10-3/8" 23' 2'7-5/8" 3'4-1/4" 3'4-1/4" 20'7-7/8" 17'3-5/8" 23' 2'4-1/8" 1' 1 1 - 7 / 8 " 2' 7 - 3 / 4 " 3' 3 - 5 / 8 " 7' 8 - 7 / 8 " 9'1-1/8" A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC AD AE AF 6 12 312 3X4(R) 3X6 3X4 2X4 2X4 3X4(R) 5X5 2X4 2X4 5X7(SRS)(R) 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O* 207 /- /- /55 /53 /14 Wind reactions based on MWFRS O Brg Width = 276 Min Req = - Bearing AB Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 175 -274 B - C 158 -187 C - D 255 -176 D - E 382 -177 E - F 519 -171 F - G 644 -182 G - H 615 -178 Chords Tens. Comp. H - I 442 -167 I - J 304 -173 J - K 189 -168 K - L 132 -149 L - M 124 -146 M - N 123 -158 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AB-AA 1 0 AA- Z 1 0 Z - Y 282 -163 Y - X 288 -166 X - W 294 -168 W - V 300 -170 V - U 536 -229 Chords Tens. Comp. U - T 530 -232 T - S 525 -235 S - R 518 -240 R - Q 512 -244 Q - P 113 -85 P - O 89 -66 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A -AB 125 -201 A -AC 296 -174 AD- Z 316 -182 L - Q 115 -222 Webs Tens. Comp. Q -AE 581 -217 AF- N 358 -162 N - O 134 -187 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AC 232 -350 AA-AD 222 -336 Z - C 272 -444 D - Y 263 -521 E - X 292 -542 F - W 374 -582 G - V 0 -335 Gables Tens. Comp. U - H 362 -582 T - I 299 -544 S - J 268 -529 R - K 210 -318 AE- P 218 -268 M -AF 220 -278 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 H 999 360 VERT(TL): 0.009 F 999 240 HORZ(LL): -0.005 F - - HORZ(TL): 0.006 F - - Creep Factor: 2.0 Max TC CSI: 0.064 Max BC CSI: 0.033 Max Web CSI: 0.644 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A01 23' Gable Ply: 1 Qty: 1 Wgt: 193.9 lbs SEQN: 327835 / T10 / GABL FROM: WBC DRW: ... / ... 02/22/2021 23' 1'6"2' (TYP) 11'6" 11'6" 20'4-3/8" 8'10-3/8" 23' 2'7-5/8" 3'4-1/4" 3'4-1/4" 20'7-7/8" 17'3-5/8" 23' 2'4-1/8" 1' 1 1 - 7 / 8 " 2' 7 - 3 / 4 " 3' 3 - 5 / 8 " 7' 8 - 7 / 8 " 9'1-1/8" A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC AD AE AF 6 12 312 3X4(R) 3X6 3X4 2X4 2X4 3X4(R) 5X5 2X4 2X4 5X7(SRS)(R) 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 3223 /- /- /659 /410 /362 J 2987 /- /- /502 /366 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req = 5.1 J Brg Width = 5.5 Min Req = 4.7 Bearings S & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 0 B - C 789 -3551 C - D 917 -3152 D - E 1094 -171 Chords Tens. Comp. E - F 1034 -164 F - G 923 -3102 G - H 848 -3531 H - I 595 -2096 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1713 -735 R - Q 1713 -735 Q - P 1830 -772 P - O 3518 -545 O - N 3595 -321 Chords Tens. Comp. N - M 2029 -680 M - L 1996 -603 L - K 1996 -603 K - J 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 827 -3052 B - T 2978 -575 S - T 401 -1701 C - T 482 -91 T - Q 248 0 T - P 2830 -167 T - U 90 -1004 P - U 65 -647 U - O 1156 -171 U - V 0 -1683 D - F 1172 -4082 O - W 1207 -200 Webs Tens. Comp. V - O 12 -260 V - W 0 -1683 W - N 78 -679 W - X 338 -1218 N - X 2831 -174 X - M 267 0 X - G 678 0 X - H 1073 -204 X - K 2066 -479 H - K 634 -2491 K - I 3020 -730 I - J 758 -2950 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.349 D 791 360 VERT(TL): 0.471 D 586 240 HORZ(LL): 0.193 C - - HORZ(TL): 0.295 C - - Creep Factor: 2.0 Max TC CSI: 0.608 Max BC CSI: 0.653 Max Web CSI: 0.912 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A02 23' Attic Ply: 1 Qty: 3 Wgt: 221.2 lbs SEQN: 327649 / T27 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' 5'10-1/4" 5'10-1/4" 10'3-7/16" 4'5-3/16" 11'6" 1'2-9/16" 12'8-7/8" 1'2-7/8" 17'1-3/4" 4'4-7/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 1'6" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H I JKLMNOPQRS T U V W X 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 5X7(**) 6X8(R) 1.5X3 3X12 5X7(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 3223 /- /- /659 /410 /362 J 2987 /- /- /502 /366 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req = 5.1 J Brg Width = 5.5 Min Req = 4.7 Bearings S & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 0 B - C 789 -3551 C - D 917 -3152 D - E 1094 -171 Chords Tens. Comp. E - F 1034 -164 F - G 923 -3102 G - H 848 -3531 H - I 595 -2096 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1713 -735 R - Q 1713 -735 Q - P 1830 -772 P - O 3518 -545 O - N 3595 -321 Chords Tens. Comp. N - M 2029 -680 M - L 1996 -603 L - K 1996 -603 K - J 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 827 -3052 B - T 2978 -575 S - T 401 -1701 C - T 482 -91 T - Q 248 0 T - P 2830 -167 T - U 90 -1004 P - U 65 -647 U - O 1156 -171 U - V 0 -1683 D - F 1172 -4082 O - W 1207 -200 Webs Tens. Comp. V - O 12 -260 V - W 0 -1683 W - N 78 -679 W - X 338 -1218 N - X 2831 -174 X - M 267 0 X - G 678 0 X - H 1073 -204 X - K 2066 -479 H - K 634 -2491 K - I 3020 -730 I - J 758 -2950 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.349 D 791 360 VERT(TL): 0.471 D 586 240 HORZ(LL): 0.193 C - - HORZ(TL): 0.295 C - - Creep Factor: 2.0 Max TC CSI: 0.608 Max BC CSI: 0.653 Max Web CSI: 0.912 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A02 23' Attic Ply: 1 Qty: 3 Wgt: 221.2 lbs SEQN: 327649 / T27 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' 5'10-1/4" 5'10-1/4" 10'3-7/16" 4'5-3/16" 11'6" 1'2-9/16" 12'8-7/8" 1'2-7/8" 17'1-3/4" 4'4-7/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 1'6" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H I JKLMNOPQRS T U V W X 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 5X7(**) 6X8(R) 1.5X3 3X12 5X7(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /552 /363 /341 I 2959 /- /- /503 /365 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req = 4.7 I Brg Width = 5.5 Min Req = 4.6 Bearings R & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 778 -3505 B - C 916 -3115 C - D 1080 -172 D - E 1022 -166 Chords Tens. Comp. E - F 920 -3066 F - G 846 -3493 G - H 594 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1656 -719 Q - P 1656 -719 P - O 1769 -757 O - N 3480 -536 N - M 3548 -318 Chords Tens. Comp. M - L 1941 -641 L - K 1911 -566 K - J 1911 -566 J - I 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 696 -2794 A - S 2943 -646 R - S 455 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -167 S - T 87 -990 O - T 65 -637 T - N 1125 -173 T - U 0 -1682 C - E 1171 -4034 N - V 1185 -198 Webs Tens. Comp. U - N 12 -260 U - V 0 -1682 V - M 78 -671 V - W 343 -1183 M - W 2800 -171 W - L 265 0 W - F 678 0 W - G 1055 -203 W - J 2020 -477 G - J 633 -2463 J - H 2992 -728 H - I 756 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 594 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A03 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327646 / T33 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' 5'10-1/4" 5'10-1/4" 10'2-15/16" 4'4-11/16" 11'6" 1'3-1/16" 12'9" 1'3" 17'1-3/4" 4'4-3/4" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /552 /363 /341 I 2959 /- /- /503 /365 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req = 4.7 I Brg Width = 5.5 Min Req = 4.6 Bearings R & I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 778 -3505 B - C 916 -3115 C - D 1080 -172 D - E 1022 -166 Chords Tens. Comp. E - F 920 -3066 F - G 846 -3493 G - H 594 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1656 -719 Q - P 1656 -719 P - O 1769 -757 O - N 3480 -536 N - M 3548 -318 Chords Tens. Comp. M - L 1941 -641 L - K 1911 -566 K - J 1911 -566 J - I 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 696 -2794 A - S 2943 -646 R - S 455 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -167 S - T 87 -990 O - T 65 -637 T - N 1125 -173 T - U 0 -1682 C - E 1171 -4034 N - V 1185 -198 Webs Tens. Comp. U - N 12 -260 U - V 0 -1682 V - M 78 -671 V - W 343 -1183 M - W 2800 -171 W - L 265 0 W - F 678 0 W - G 1055 -203 W - J 2020 -477 G - J 633 -2463 J - H 2992 -728 H - I 756 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 594 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A03 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327646 / T33 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' 5'10-1/4" 5'10-1/4" 10'2-15/16" 4'4-11/16" 11'6" 1'3-1/16" 12'9" 1'3" 17'1-3/4" 4'4-3/4" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /556 /366 /319 I 2959 /- /- /504 /362 /- Wind reactions based on MWFRS R Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 4.6 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 792 -3505 B - C 924 -3115 C - D 1080 -157 D - E 1022 -173 Chords Tens. Comp. E - F 901 -3066 F - G 823 -3492 G - H 597 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -626 Q - P 1657 -626 P - O 1770 -661 O - N 3480 -486 N - M 3548 -321 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 692 -2794 A - S 2943 -593 R - S 440 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -158 S - T 84 -991 O - T 62 -637 T - N 1125 -164 T - U 0 -1682 C - E 1170 -4034 N - V 1185 -193 Webs Tens. Comp. U - N 12 -260 U - V 0 -1682 V - M 76 -671 V - W 333 -1183 M - W 2802 -165 W - L 265 0 W - F 678 0 W - G 1055 -188 W - J 2020 -468 G - J 615 -2463 J - H 2992 -718 H - I 761 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A04 23' Attic Ply: 1 Qty: 7 Wgt: 215.6 lbs SEQN: 327655 / T15 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) 5'10-1/4" 5'10-1/4" 10'2-13/16" 4'4-9/16" 11'6" 1'3-3/16" 12'9-1/8" 1'3-1/8" 17'1-3/4" 4'4-5/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /556 /366 /319 I 2959 /- /- /504 /362 /- Wind reactions based on MWFRS R Brg Width = - Min Req = - I Brg Width = 5.5 Min Req = 4.6 Bearing I Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 792 -3505 B - C 924 -3115 C - D 1080 -157 D - E 1022 -173 Chords Tens. Comp. E - F 901 -3066 F - G 823 -3492 G - H 597 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -626 Q - P 1657 -626 P - O 1770 -661 O - N 3480 -486 N - M 3548 -321 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 104 -79 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 692 -2794 A - S 2943 -593 R - S 440 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -158 S - T 84 -991 O - T 62 -637 T - N 1125 -164 T - U 0 -1682 C - E 1170 -4034 N - V 1185 -193 Webs Tens. Comp. U - N 12 -260 U - V 0 -1682 V - M 76 -671 V - W 333 -1183 M - W 2802 -165 W - L 265 0 W - F 678 0 W - G 1055 -188 W - J 2020 -468 G - J 615 -2463 J - H 2992 -718 H - I 761 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A04 23' Attic Ply: 1 Qty: 7 Wgt: 215.6 lbs SEQN: 327655 / T15 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) 5'10-1/4" 5'10-1/4" 10'2-13/16" 4'4-9/16" 11'6" 1'3-3/16" 12'9-1/8" 1'3-1/8" 17'1-3/4" 4'4-5/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /558 /360 /208 I 2959 /- /- /511 /367 /- Wind reactions based on MWFRS R Brg Width = - Min Req = - I Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 782 -3505 B - C 914 -3115 C - D 1080 -155 D - E 1022 -163 Chords Tens. Comp. E - F 904 -3066 F - G 831 -3492 G - H 524 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -561 Q - P 1657 -561 P - O 1770 -598 O - N 3480 -425 N - M 3548 -362 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 5 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 687 -2794 A - S 2943 -583 R - S 458 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -152 S - T 128 -991 O - T 62 -637 T - N 1125 -161 T - U 0 -1682 C - E 1151 -4034 N - V 1185 -179 Webs Tens. Comp. U - N 10 -260 U - V 0 -1682 V - M 71 -671 V - W 314 -1183 M - W 2802 -145 W - L 265 0 W - F 678 0 W - G 1055 -150 W - J 2020 -422 G - J 590 -2463 J - H 2992 -724 H - I 768 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A05 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327660 / T36 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) (J) 5'10-1/4" 5'10-1/4" 10'2-15/16" 4'4-11/16" 11'6" 1'3-1/16" 12'9-1/4" 1'3-1/4" 17'1-3/4" 4'4-1/2" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /558 /360 /208 I 2959 /- /- /511 /367 /- Wind reactions based on MWFRS R Brg Width = - Min Req = - I Brg Width = - Min Req = - Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 782 -3505 B - C 914 -3115 C - D 1080 -155 D - E 1022 -163 Chords Tens. Comp. E - F 904 -3066 F - G 831 -3492 G - H 524 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -561 Q - P 1657 -561 P - O 1770 -598 O - N 3480 -425 N - M 3548 -362 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 5 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 687 -2794 A - S 2943 -583 R - S 458 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -152 S - T 128 -991 O - T 62 -637 T - N 1125 -161 T - U 0 -1682 C - E 1151 -4034 N - V 1185 -179 Webs Tens. Comp. U - N 10 -260 U - V 0 -1682 V - M 71 -671 V - W 314 -1183 M - W 2802 -145 W - L 265 0 W - F 678 0 W - G 1055 -150 W - J 2020 -422 G - J 590 -2463 J - H 2992 -724 H - I 768 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A05 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327660 / T36 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) (J) 5'10-1/4" 5'10-1/4" 10'2-15/16" 4'4-11/16" 11'6" 1'3-1/16" 12'9-1/4" 1'3-1/4" 17'1-3/4" 4'4-1/2" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /554 /358 /289 I 2959 /- /- /510 /370 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req = 4.7 I Brg Width = - Min Req = - Bearing R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 769 -3505 B - C 905 -3115 C - D 1080 -175 D - E 1022 -171 Chords Tens. Comp. E - F 924 -3066 F - G 854 -3492 G - H 521 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -651 Q - P 1657 -651 P - O 1770 -687 O - N 3480 -476 N - M 3548 -363 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 5 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 691 -2794 A - S 2943 -637 R - S 431 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -162 S - T 131 -991 O - T 65 -637 T - N 1125 -170 T - U 0 -1682 C - E 1181 -4034 N - V 1185 -185 Webs Tens. Comp. U - N 11 -260 U - V 0 -1682 V - M 73 -671 V - W 323 -1183 M - W 2802 -152 W - L 265 0 W - F 678 0 W - G 1055 -164 W - J 2020 -432 G - J 608 -2463 J - H 2992 -718 H - I 763 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A06 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327663 / T12 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) 5'10-1/4" 5'10-1/4" 10'2-7/8" 4'4-5/8" 11'6" 1'3-1/8" 12'9-1/8" 1'3-1/8" 17'1-3/4" 4'4-5/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6,W10, W12 2x4 WEST. WOODS Stud; Plating Notes All plates are 3X6 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 6-0-0 to 17-0-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL R 2966 /- /- /554 /358 /289 I 2959 /- /- /510 /370 /- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req = 4.7 I Brg Width = - Min Req = - Bearing R Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 769 -3505 B - C 905 -3115 C - D 1080 -175 D - E 1022 -171 Chords Tens. Comp. E - F 924 -3066 F - G 854 -3492 G - H 521 -2077 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1657 -651 Q - P 1657 -651 P - O 1770 -687 O - N 3480 -476 N - M 3548 -363 Chords Tens. Comp. M - L 1940 -641 L - K 1910 -566 K - J 1910 -566 J - I 5 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 691 -2794 A - S 2943 -637 R - S 431 -1645 B - S 479 -73 S - P 246 0 S - O 2789 -162 S - T 131 -991 O - T 65 -637 T - N 1125 -170 T - U 0 -1682 C - E 1181 -4034 N - V 1185 -185 Webs Tens. Comp. U - N 11 -260 U - V 0 -1682 V - M 73 -671 V - W 323 -1183 M - W 2802 -152 W - L 265 0 W - F 678 0 W - G 1055 -164 W - J 2020 -432 G - J 608 -2463 J - H 2992 -718 H - I 763 -2923 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.342 C 806 360 VERT(TL): 0.465 C 593 240 HORZ(LL): 0.188 B - - HORZ(TL): 0.288 B - - Creep Factor: 2.0 Max TC CSI: 0.595 Max BC CSI: 0.646 Max Web CSI: 0.902 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A06 23' Attic Ply: 1 Qty: 1 Wgt: 215.6 lbs SEQN: 327663 / T12 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 11' 6' 6 " 23' (J) 5'10-1/4" 5'10-1/4" 10'2-7/8" 4'4-5/8" 11'6" 1'3-1/8" 12'9-1/8" 1'3-1/8" 17'1-3/4" 4'4-5/8" 20'6-5/16" 3'4-9/16" 23' 2'5-11/16" 4'6" 4'6" 5'10-1/4" 1'4-1/4" 8'7-1/4" 2'9" 11'6" 2'10-3/4" 14'4-3/4" 2'10-3/4" 17'1-3/4" 2'9" 18'6" 1'4-1/4" 20'8-1/16" 2'2-1/16" 23' 2'3-15/16" 2' 6 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H IJKLMNOPQR S T U V W 6 12 312 8X10(R) 5X7(R) 6X12 2X4 3X12 4X4 4X6(**) 5X7(R) 1.5X3 3X12 4X6(**) 3X12 6X12 2X4 4X6 6X12(SRS)(R) 8X10 6X8(R) 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W4,W6,W9,W12, W14 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 4-6-0 to 12-6-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 2746 /- /- /466 /332 /408 J 2253 /- /- /418 /298 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 4.3 J Brg Width = - Min Req = - Bearing Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 105 0 B - C 686 -2058 C - D 760 -1853 D - E 247 -17 Chords Tens. Comp. E - F 419 -60 F - G 746 -1954 G - H 652 -2188 H - I 475 -1586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 468 -1578 P - O 491 -1663 O - N 2837 -415 N - M 3201 -1050 Chords Tens. Comp. M - L 3100 -1015 L - K 3100 -1015 K - J 3 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 836 -2877 B - R 2254 -542 Q - R 1592 -283 C - R 256 -368 R - P 295 0 R - O 3141 -464 R - S 144 -500 D - F 847 -1941 O - T 440 -1481 S - O 22 -307 S - T 143 -494 Webs Tens. Comp. T - N 180 -142 T - U 220 -1406 N - U 835 -301 U - M 144 0 U - G 312 -102 U - H 354 -143 U - K 635 -1610 H - K 453 -1446 K - I 2282 -661 I - J 683 -2240 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 M 999 360 VERT(TL): 0.311 M 713 240 HORZ(LL): -0.131 G - - HORZ(TL): 0.195 G - - Creep Factor: 2.0 Max TC CSI: 0.399 Max BC CSI: 0.715 Max Web CSI: 0.641 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A07 18'6" Attic Ply: 1 Qty: 1 Wgt: 189.0 lbs SEQN: 327698 / T25 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 8' 6' 6 " 18'6" (J) 4'4-1/4" 4'4-1/4" 5'8-11/16" 1'4-7/16" 7' 1'3-5/16" 8'3-5/16" 1'3-5/16" 12'7-3/4" 4'4-7/16" 16'0-5/16" 3'4-9/16" 18'6" 2'5-11/16" 4'4-1/4" 4'4-1/4" 7' 2'7-3/4" 9'10-3/4" 2'10-3/4" 12'7-3/4" 2'9" 14' 1'4-1/4" 16'2-1/16" 2'2-1/16" 18'6" 2'3-15/16"1'6" 4' 9 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 6' 0 - 3 / 8 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H I JKLMNOPQ R S T U 6 12 312 5X7(R) 5X7(R) 1.5X3 6X12 2X4 3X4 4X6 1.5X3 6X12 3X4 4X4 3X4 5X7 1.5X3 2X4 H0312 6X12(SRS)(R) 6X12 5X7(R) 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W4,W6,W9,W12, W14 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 4-6-0 to 12-6-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 2746 /- /- /466 /332 /408 J 2253 /- /- /418 /298 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 4.3 J Brg Width = - Min Req = - Bearing Q Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 105 0 B - C 686 -2058 C - D 760 -1853 D - E 247 -17 Chords Tens. Comp. E - F 419 -60 F - G 746 -1954 G - H 652 -2188 H - I 475 -1586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 468 -1578 P - O 491 -1663 O - N 2837 -415 N - M 3201 -1050 Chords Tens. Comp. M - L 3100 -1015 L - K 3100 -1015 K - J 3 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 836 -2877 B - R 2254 -542 Q - R 1592 -283 C - R 256 -368 R - P 295 0 R - O 3141 -464 R - S 144 -500 D - F 847 -1941 O - T 440 -1481 S - O 22 -307 S - T 143 -494 Webs Tens. Comp. T - N 180 -142 T - U 220 -1406 N - U 835 -301 U - M 144 0 U - G 312 -102 U - H 354 -143 U - K 635 -1610 H - K 453 -1446 K - I 2282 -661 I - J 683 -2240 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.209 M 999 360 VERT(TL): 0.311 M 713 240 HORZ(LL): -0.131 G - - HORZ(TL): 0.195 G - - Creep Factor: 2.0 Max TC CSI: 0.399 Max BC CSI: 0.715 Max Web CSI: 0.641 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A07 18'6" Attic Ply: 1 Qty: 1 Wgt: 189.0 lbs SEQN: 327698 / T25 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 8' 6' 6 " 18'6" (J) 4'4-1/4" 4'4-1/4" 5'8-11/16" 1'4-7/16" 7' 1'3-5/16" 8'3-5/16" 1'3-5/16" 12'7-3/4" 4'4-7/16" 16'0-5/16" 3'4-9/16" 18'6" 2'5-11/16" 4'4-1/4" 4'4-1/4" 7' 2'7-3/4" 9'10-3/4" 2'10-3/4" 12'7-3/4" 2'9" 14' 1'4-1/4" 16'2-1/16" 2'2-1/16" 18'6" 2'3-15/16"1'6" 4' 9 " 3' 1 - 7 / 1 6 " 3' 8 - 1 3 / 1 6 " 6' 0 - 3 / 8 " 4' 6 - 3 / 8 " 8' 3 " 9'1-1/8" A B C D E F G H I JKLMNOPQ R S T U 6 12 312 5X7(R) 5X7(R) 1.5X3 6X12 2X4 3X4 4X6 1.5X3 6X12 3X4 4X4 3X4 5X7 1.5X3 2X4 H0312 6X12(SRS)(R) 6X12 5X7(R) 4X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L 1950f-1.7E Webs 2x4 WEST. WOODS Stud W2 2x4 SPF 1650f-1.5E; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 60 plf at 0.00 to 60 plf at 7.46 BC: From 10 plf at 0.00 to 10 plf at 7.46 BC: 463 lb Conc. Load at 1.81, 3.81, 5.81 BC: 2959 lb Conc. Load at 1.94, 3.94 BC: 2253 lb Conc. Load at 5.94 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Purlins The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 4987 /- /- /- /774 /- D 5095 /- /- /- /803 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 3.6 D Brg Width = - Min Req = - Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 379 -2457 Chords Tens. Comp. B - C 379 -2457 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 8 -1 Chords Tens. Comp. E - D 7 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 286 -1771 A - E 2987 -460 B - E 57 -288 Webs Tens. Comp. E - C 2988 -460 C - D 286 -1771 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 B 999 360 VERT(TL): 0.069 B 999 240 HORZ(LL): 0.010 A - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.175 Max BC CSI: 0.446 Max Web CSI: 0.485 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A08 7'5-1/2" Flat Girder Ply: 2 Qty: 1 Wgt: 114.8 lbs SEQN: 327868 / T3 / FLAT FROM: WBC DRW: ... / ... 02/22/2021 7'5-1/2" (J) 3'8-3/4" 3'8-3/4" 7'5-1/2" 3'8-3/4" 3'8-3/4" 3'8-3/4" 7'5-1/2" 3'8-3/4" 3' 0 - 5 / 8 " 9'1-1/8" A B C DEF 6X8 3X8 1.5X3 10X14 6X8 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x8 DF-L 1950f-1.7E Webs 2x4 WEST. WOODS Stud W2 2x4 SPF 1650f-1.5E; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 60 plf at 0.00 to 60 plf at 7.46 BC: From 10 plf at 0.00 to 10 plf at 7.46 BC: 463 lb Conc. Load at 1.81, 3.81, 5.81 BC: 2959 lb Conc. Load at 1.94, 3.94 BC: 2253 lb Conc. Load at 5.94 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Purlins The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 4987 /- /- /- /774 /- D 5095 /- /- /- /803 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 3.6 D Brg Width = - Min Req = - Bearing F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 379 -2457 Chords Tens. Comp. B - C 379 -2457 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 8 -1 Chords Tens. Comp. E - D 7 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 286 -1771 A - E 2987 -460 B - E 57 -288 Webs Tens. Comp. E - C 2988 -460 C - D 286 -1771 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 B 999 360 VERT(TL): 0.069 B 999 240 HORZ(LL): 0.010 A - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.175 Max BC CSI: 0.446 Max Web CSI: 0.485 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence A08 7'5-1/2" Flat Girder Ply: 2 Qty: 1 Wgt: 114.8 lbs SEQN: 327868 / T3 / FLAT FROM: WBC DRW: ... / ... 02/22/2021 7'5-1/2" (J) 3'8-3/4" 3'8-3/4" 7'5-1/2" 3'8-3/4" 3'8-3/4" 3'8-3/4" 7'5-1/2" 3'8-3/4" 3' 0 - 5 / 8 " 9'1-1/8" A B C DEF 6X8 3X8 1.5X3 10X14 6X8 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V* 210 /- /- /57 /54 /15 Wind reactions based on MWFRS V Brg Width = 216 Min Req = - Bearing V is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 132 -168 B - C 122 -160 C - D 174 -189 D - E 321 -179 E - F 467 -189 Chords Tens. Comp. F - G 467 -189 G - H 321 -179 H - I 174 -189 I - J 122 -160 J - K 132 -168 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1 0 U - T 1 0 T - S 162 -123 S - R 165 -126 R - Q 173 -129 Chords Tens. Comp. Q - P 173 -129 P - O 165 -126 O - N 162 -123 N - M 1 0 M - L 1 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 177 -133 X - T 187 -143 Webs Tens. Comp. N - Y 187 -143 Z - K 177 -133 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. A - V 108 -150 B - W 221 -341 U - X 203 -318 T - C 311 -538 D - S 322 -534 E - R 386 -579 F - Q 0 -321 Gables Tens. Comp. P - G 386 -579 O - H 322 -534 I - N 311 -538 Y - M 203 -318 Z - J 221 -341 K - L 108 -150 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.007 G 999 240 HORZ(LL): 0.003 G - - HORZ(TL): 0.004 G - - Creep Factor: 2.0 Max TC CSI: 0.062 Max BC CSI: 0.027 Max Web CSI: 0.422 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B01 18' Gable Ply: 1 Qty: 1 Wgt: 137.2 lbs SEQN: 327422 / T9 / GABL FROM: WBC DRW: ... / ... 02/22/2021 18' 1'2' (TYP) 10-1/4" 3-1/2" 3-1/2" 9' 8'8-1/2" 17'8-1/2" 8'8-1/2" 18' 3-1/2" 2'10-1/4" 2'10-1/4" 15'1-3/4" 12'3-1/2" 18' 2'10-1/4" 1' 1 1 - 7 / 8 " 6' 5 - 7 / 8 " 9'1-1/8" A B C D E F G H I J K L MNOPQRSTU V W X Y Z 6 12 3X4 2X4 3X4 2X4 2X4 3X4(R) 5X5 2X4 2X4 3X4 3X4 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL V* 210 /- /- /57 /54 /15 Wind reactions based on MWFRS V Brg Width = 216 Min Req = - Bearing V is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 132 -168 B - C 122 -160 C - D 174 -189 D - E 321 -179 E - F 467 -189 Chords Tens. Comp. F - G 467 -189 G - H 321 -179 H - I 174 -189 I - J 122 -160 J - K 132 -168 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 1 0 U - T 1 0 T - S 162 -123 S - R 165 -126 R - Q 173 -129 Chords Tens. Comp. Q - P 173 -129 P - O 165 -126 O - N 162 -123 N - M 1 0 M - L 1 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 177 -133 X - T 187 -143 Webs Tens. Comp. N - Y 187 -143 Z - K 177 -133 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. A - V 108 -150 B - W 221 -341 U - X 203 -318 T - C 311 -538 D - S 322 -534 E - R 386 -579 F - Q 0 -321 Gables Tens. Comp. P - G 386 -579 O - H 322 -534 I - N 311 -538 Y - M 203 -318 Z - J 221 -341 K - L 108 -150 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.007 G 999 240 HORZ(LL): 0.003 G - - HORZ(TL): 0.004 G - - Creep Factor: 2.0 Max TC CSI: 0.062 Max BC CSI: 0.027 Max Web CSI: 0.422 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B01 18' Gable Ply: 1 Qty: 1 Wgt: 137.2 lbs SEQN: 327422 / T9 / GABL FROM: WBC DRW: ... / ... 02/22/2021 18' 1'2' (TYP) 10-1/4" 3-1/2" 3-1/2" 9' 8'8-1/2" 17'8-1/2" 8'8-1/2" 18' 3-1/2" 2'10-1/4" 2'10-1/4" 15'1-3/4" 12'3-1/2" 18' 2'10-1/4" 1' 1 1 - 7 / 8 " 6' 5 - 7 / 8 " 9'1-1/8" A B C D E F G H I J K L MNOPQRSTU V W X Y Z 6 12 3X4 2X4 3X4 2X4 2X4 3X4(R) 5X5 2X4 2X4 3X4 3X4 2X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 1738 /- /- /527 /334 /348 H 1738 /- /- /527 /334 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req = 2.7 H Brg Width = 5.5 Min Req = 2.7 Bearings J & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 0 B - C 311 -165 C - D 726 -1259 Chords Tens. Comp. D - E 738 -1259 E - F 261 -165 F - G 90 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1217 -574 Chords Tens. Comp. I - H 1217 -508 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 399 -541 J - C 664 -1664 C - I 301 -391 D - I 404 -247 Webs Tens. Comp. I - E 291 -391 E - H 650 -1664 F - H 377 -541 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 I 999 360 VERT(TL): 0.062 E 999 240 HORZ(LL): 0.025 F - - HORZ(TL): 0.036 F - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.550 Max Web CSI: 0.636 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B02 18' Common Ply: 1 Qty: 4 Wgt: 124.6 lbs SEQN: 327737 / T8 / COMN FROM: WBC DRW: ... / ... 02/22/2021 18' 4'7-7/8" 4'7-7/8" 9' 4'4-1/8" 13'4-1/8" 4'4-1/8" 18' 4'7-7/8" 9' 9' 18' 9'1'6"1'6" 2' 6 " 7' (a)(a) 9'1-1/8" A B C D E F G HIJ 6 12 3X6 4X6(R) 4X6 3X8 5X7 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 1738 /- /- /527 /334 /348 H 1738 /- /- /527 /334 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req = 2.7 H Brg Width = 5.5 Min Req = 2.7 Bearings J & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 0 B - C 311 -165 C - D 726 -1259 Chords Tens. Comp. D - E 738 -1259 E - F 261 -165 F - G 90 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1217 -574 Chords Tens. Comp. I - H 1217 -508 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 399 -541 J - C 664 -1664 C - I 301 -391 D - I 404 -247 Webs Tens. Comp. I - E 291 -391 E - H 650 -1664 F - H 377 -541 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 I 999 360 VERT(TL): 0.062 E 999 240 HORZ(LL): 0.025 F - - HORZ(TL): 0.036 F - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.550 Max Web CSI: 0.636 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B02 18' Common Ply: 1 Qty: 4 Wgt: 124.6 lbs SEQN: 327737 / T8 / COMN FROM: WBC DRW: ... / ... 02/22/2021 18' 4'7-7/8" 4'7-7/8" 9' 4'4-1/8" 13'4-1/8" 4'4-1/8" 18' 4'7-7/8" 9' 9' 18' 9'1'6"1'6" 2' 6 " 7' (a)(a) 9'1-1/8" A B C D E F G HIJ 6 12 3X6 4X6(R) 4X6 3X8 5X7 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1528 /- /- /421 /287 /327 G 1738 /- /- /529 /332 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 2.4 G Brg Width = 5.5 Min Req = 2.7 Bearings I & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 229 -150 B - C 724 -1259 C - D 734 -1259 Chords Tens. Comp. D - E 261 -165 E - F 90 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1217 -570 Chords Tens. Comp. H - G 1217 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 230 -302 I - B 769 -1664 B - H 301 -391 C - H 404 -248 Webs Tens. Comp. H - D 293 -390 D - G 646 -1664 E - G 376 -541 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 H 999 360 VERT(TL): 0.062 D 999 240 HORZ(LL): 0.025 E - - HORZ(TL): 0.036 E - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.551 Max Web CSI: 0.636 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B03 18' Common Ply: 1 Qty: 1 Wgt: 124.6 lbs SEQN: 327740 / T30 / COMN FROM: WBC DRW: ... / ... 02/22/2021 18' 4'7-7/8" 4'7-7/8" 9' 4'4-1/8" 13'4-1/8" 4'4-1/8" 18' 4'7-7/8" 9' 9' 18' 9'1'6" 2' 6 " 7' (a)(a) 9'1-1/8" A B C D E F GHI 6 12 4X4 4X6(R) 4X6 4X6 5X7 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1528 /- /- /421 /287 /327 G 1738 /- /- /529 /332 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 2.4 G Brg Width = 5.5 Min Req = 2.7 Bearings I & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 229 -150 B - C 724 -1259 C - D 734 -1259 Chords Tens. Comp. D - E 261 -165 E - F 90 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1217 -570 Chords Tens. Comp. H - G 1217 -505 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 230 -302 I - B 769 -1664 B - H 301 -391 C - H 404 -248 Webs Tens. Comp. H - D 293 -390 D - G 646 -1664 E - G 376 -541 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.044 H 999 360 VERT(TL): 0.062 D 999 240 HORZ(LL): 0.025 E - - HORZ(TL): 0.036 E - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.551 Max Web CSI: 0.636 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B03 18' Common Ply: 1 Qty: 1 Wgt: 124.6 lbs SEQN: 327740 / T30 / COMN FROM: WBC DRW: ... / ... 02/22/2021 18' 4'7-7/8" 4'7-7/8" 9' 4'4-1/8" 13'4-1/8" 4'4-1/8" 18' 4'7-7/8" 9' 9' 18' 9'1'6" 2' 6 " 7' (a)(a) 9'1-1/8" A B C D E F GHI 6 12 4X4 4X6(R) 4X6 4X6 5X7 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x10 DF-L 1950f-1.7E Webs 2x4 SPF 1650f-1.5E W1, W2 2x6 SPF 1650f-1.5E; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 122 plf at 0.00 to 122 plf at 19.50 BC: From 10 plf at 0.00 to 10 plf at 18.00 BC: From 4 plf at 18.00 to 4 plf at 19.50 BC: 2966 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94,11.94,13.94,15.94 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Bearing Block(s) Brg blocks:0.120"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 12" 31 HF Standard 2 17.542' 2 12" 31 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Apply additional nailing over the following bearings with fasteners at 4'' oc both perpendicular and parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 3.50'' if used) Bearing 2 located at 17.5' (blocking >= 3.50'' if used) Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 13136 /- /- /- /1901 /- M 13169 /- /- /- /1963 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = - M Brg Width = 5.5 Min Req = - Bearings L & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 987 -6809 B - C 871 -5991 C - D 870 -5991 Chords Tens. Comp. D - E 982 -6795 E - F 45 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 69 -12 K - J 5988 -859 J - I 5976 -852 Chords Tens. Comp. I - H 5976 -852 H - G 67 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 849 -5721 A - K 6475 -922 K - B 777 -208 B - J 138 -900 C - J 4930 -628 Webs Tens. Comp. J - D 128 -883 D - H 762 -208 H - E 6462 -917 E - G 890 -5808 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): 18SS, WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.125 J 999 360 VERT(TL): 0.175 J 999 240 HORZ(LL): 0.039 B - - HORZ(TL): 0.055 B - - Creep Factor: 2.0 Max TC CSI: 0.349 Max BC CSI: 0.531 Max Web CSI: 0.800 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B04 18' Common Girder Ply: 2 Qty: 1 Wgt: 372.4 lbs SEQN: 327725 / T22 / COMN FROM: WBC DRW: ... / ... 02/22/2021 BL1 BL1 18' 9-5/8" 9-5/8" 4'7-3/4" 3'10-1/8" 9' 4'4-1/4" 13'4-1/4" 4'4-1/4" 17'2-3/8" 3'10-1/8" 18' 9-5/8" 3'11-3/4" 3'11-3/4" 9' 5'0-1/4" 10' 1' 14'0-1/4" 4'0-1/4" 18' 3'11-3/4"1'6" 2' 6 " 7' 9'1-1/8" A B C D E F GHIJKL M 6 12 SS0919(R) SS0514 12X16 4X4(R) 5X10(R) 10X14(R) H0612 4X4 12X16 SS0919(R) SS0514 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x10 DF-L 1950f-1.7E Webs 2x4 SPF 1650f-1.5E W1, W2 2x6 SPF 1650f-1.5E; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 3 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 122 plf at 0.00 to 122 plf at 19.50 BC: From 10 plf at 0.00 to 10 plf at 18.00 BC: From 4 plf at 18.00 to 4 plf at 19.50 BC: 2966 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94,11.94,13.94,15.94 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Bearing Block(s) Brg blocks:0.120"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 2 12" 31 HF Standard 2 17.542' 2 12" 31 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Apply additional nailing over the following bearings with fasteners at 4'' oc both perpendicular and parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 3.50'' if used) Bearing 2 located at 17.5' (blocking >= 3.50'' if used) Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 13136 /- /- /- /1901 /- M 13169 /- /- /- /1963 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = - M Brg Width = 5.5 Min Req = - Bearings L & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 987 -6809 B - C 871 -5991 C - D 870 -5991 Chords Tens. Comp. D - E 982 -6795 E - F 45 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 69 -12 K - J 5988 -859 J - I 5976 -852 Chords Tens. Comp. I - H 5976 -852 H - G 67 -9 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 849 -5721 A - K 6475 -922 K - B 777 -208 B - J 138 -900 C - J 4930 -628 Webs Tens. Comp. J - D 128 -883 D - H 762 -208 H - E 6462 -917 E - G 890 -5808 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): 18SS, WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.125 J 999 360 VERT(TL): 0.175 J 999 240 HORZ(LL): 0.039 B - - HORZ(TL): 0.055 B - - Creep Factor: 2.0 Max TC CSI: 0.349 Max BC CSI: 0.531 Max Web CSI: 0.800 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B04 18' Common Girder Ply: 2 Qty: 1 Wgt: 372.4 lbs SEQN: 327725 / T22 / COMN FROM: WBC DRW: ... / ... 02/22/2021 BL1 BL1 18' 9-5/8" 9-5/8" 4'7-3/4" 3'10-1/8" 9' 4'4-1/4" 13'4-1/4" 4'4-1/4" 17'2-3/8" 3'10-1/8" 18' 9-5/8" 3'11-3/4" 3'11-3/4" 9' 5'0-1/4" 10' 1' 14'0-1/4" 4'0-1/4" 18' 3'11-3/4"1'6" 2' 6 " 7' 9'1-1/8" A B C D E F GHIJKL M 6 12 SS0919(R) SS0514 12X16 4X4(R) 5X10(R) 10X14(R) H0612 4X4 12X16 SS0919(R) SS0514 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I* 150 /- /- /42 /28 /9 Wind reactions based on MWFRS I Brg Width = 178 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 144 -54 B - C 182 -196 Chords Tens. Comp. C - D 191 -196 D - E 144 -94 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 84 -42 H - G 107 -52 Chords Tens. Comp. G - F 107 -52 F - E 85 -51 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 493 -839 C - G 161 -440 Webs Tens. Comp. F - D 493 -839 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 H 999 360 VERT(TL): 0.013 H 999 240 HORZ(LL): -0.004 F - - HORZ(TL): 0.005 F - - Creep Factor: 2.0 Max TC CSI: 0.553 Max BC CSI: 0.101 Max Web CSI: 0.285 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B05 14'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 56.0 lbs SEQN: 327728 / T32 / VAL FROM: WBC DRW: ... / ... 02/22/2021 14'10-9/16" 3'5-1/4" 4' (TYP) 7'5-1/4" 7'5-1/4" 14'10-9/16" 7'5-1/4" 14'10-9/16" 14'10-9/16" 0-1/4" 3' 8 - 7 / 8 " 12'4-1/4" A B C D E FGH I 6 12 2X4(D8R) 1.5X3 3X4 3X4 1.5X3 3X4 1.5X3 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I* 150 /- /- /42 /28 /9 Wind reactions based on MWFRS I Brg Width = 178 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 144 -54 B - C 182 -196 Chords Tens. Comp. C - D 191 -196 D - E 144 -94 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 84 -42 H - G 107 -52 Chords Tens. Comp. G - F 107 -52 F - E 85 -51 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 493 -839 C - G 161 -440 Webs Tens. Comp. F - D 493 -839 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 H 999 360 VERT(TL): 0.013 H 999 240 HORZ(LL): -0.004 F - - HORZ(TL): 0.005 F - - Creep Factor: 2.0 Max TC CSI: 0.553 Max BC CSI: 0.101 Max Web CSI: 0.285 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B05 14'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 56.0 lbs SEQN: 327728 / T32 / VAL FROM: WBC DRW: ... / ... 02/22/2021 14'10-9/16" 3'5-1/4" 4' (TYP) 7'5-1/4" 7'5-1/4" 14'10-9/16" 7'5-1/4" 14'10-9/16" 14'10-9/16" 0-1/4" 3' 8 - 7 / 8 " 12'4-1/4" A B C D E FGH I 6 12 2X4(D8R) 1.5X3 3X4 3X4 1.5X3 3X4 1.5X3 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 150 /- /- /41 /27 /8 Wind reactions based on MWFRS E Brg Width = 130 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 791 -444 Chords Tens. Comp. B - C 791 -449 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 549 -560 Chords Tens. Comp. D - C 549 -560 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 813 -1097 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.082 D 999 360 VERT(TL): 0.115 D 999 240 HORZ(LL): -0.033 D - - HORZ(TL): 0.046 D - - Creep Factor: 2.0 Max TC CSI: 0.823 Max BC CSI: 0.506 Max Web CSI: 0.469 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B06 10'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 37.8 lbs SEQN: 327731 / T34 / VAL FROM: WBC DRW: ... / ... 02/22/2021 10'10-9/16" 5'5-1/4" 5'5-1/4" 10'10-9/16" 5'5-1/4" 5'5-1/4" 5'5-1/4" 10'10-9/16" 5'5-1/4" 0-1/4" 2' 8 - 7 / 8 " 13'4-1/4" A B C D E 6 12 2X4(D8R) 3X4(R) 4X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 150 /- /- /41 /27 /8 Wind reactions based on MWFRS E Brg Width = 130 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 791 -444 Chords Tens. Comp. B - C 791 -449 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 549 -560 Chords Tens. Comp. D - C 549 -560 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 813 -1097 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.082 D 999 360 VERT(TL): 0.115 D 999 240 HORZ(LL): -0.033 D - - HORZ(TL): 0.046 D - - Creep Factor: 2.0 Max TC CSI: 0.823 Max BC CSI: 0.506 Max Web CSI: 0.469 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B06 10'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 37.8 lbs SEQN: 327731 / T34 / VAL FROM: WBC DRW: ... / ... 02/22/2021 10'10-9/16" 5'5-1/4" 5'5-1/4" 10'10-9/16" 5'5-1/4" 5'5-1/4" 5'5-1/4" 10'10-9/16" 5'5-1/4" 0-1/4" 2' 8 - 7 / 8 " 13'4-1/4" A B C D E 6 12 2X4(D8R) 3X4(R) 4X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 151 /- /- /40 /24 /8 Wind reactions based on MWFRS E Brg Width = 82.5 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 330 -175 Chords Tens. Comp. B - C 330 -186 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 279 -203 Chords Tens. Comp. D - C 279 -203 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 476 -518 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 D 999 360 VERT(TL): 0.026 D 999 240 HORZ(LL): -0.008 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.263 Max BC CSI: 0.200 Max Web CSI: 0.275 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B07 6'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 23.8 lbs SEQN: 327734 / T35 / VAL FROM: WBC DRW: ... / ... 02/22/2021 6'10-9/16" 3'5-1/4" 3'5-1/4" 6'10-9/16" 3'5-1/4" 3'5-1/4" 3'5-1/4" 6'10-9/16" 3'5-1/4" 0-1/4" 1' 8 - 7 / 8 " 14'4-1/4" A B C D E 6 12 2X4(D8R) 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 151 /- /- /40 /24 /8 Wind reactions based on MWFRS E Brg Width = 82.5 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 330 -175 Chords Tens. Comp. B - C 330 -186 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 279 -203 Chords Tens. Comp. D - C 279 -203 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 476 -518 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.38 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.019 D 999 360 VERT(TL): 0.026 D 999 240 HORZ(LL): -0.008 D - - HORZ(TL): 0.011 D - - Creep Factor: 2.0 Max TC CSI: 0.263 Max BC CSI: 0.200 Max Web CSI: 0.275 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence B07 6'10-9/16" Valley Ply: 1 Qty: 1 Wgt: 23.8 lbs SEQN: 327734 / T35 / VAL FROM: WBC DRW: ... / ... 02/22/2021 6'10-9/16" 3'5-1/4" 3'5-1/4" 6'10-9/16" 3'5-1/4" 3'5-1/4" 3'5-1/4" 6'10-9/16" 3'5-1/4" 0-1/4" 1' 8 - 7 / 8 " 14'4-1/4" A B C D E 6 12 2X4(D8R) 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud M3, M4 2x4 SPF 1650f-1.5E; Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Bracing (a) 1x4 #3SRB SPF-S or better "L" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Plating Notes All plates are 2X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 219 /- /- /64 /81 /30 Wind reactions based on MWFRS A Brg Width = 258 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 381 -526 B - C 252 -333 C - D 213 -255 D - E 409 -233 E - F 677 -267 Chords Tens. Comp. F - G 678 -267 G - H 411 -233 H - I 239 -261 I - J 278 -359 J - K 409 -554 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 457 -294 U - T 482 -306 T - S 494 -311 S - R 503 -316 R - Q 512 -319 Q - P 512 -319 Chords Tens. Comp. P - O 513 -340 O - N 505 -336 N - M 495 -332 M - L 484 -326 L - K 459 -315 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 499 -486 Webs Tens. Comp. L - J 499 -486 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - T 347 -390 D - S 377 -396 E - R 442 -491 F - Q 14 -614 Gables Tens. Comp. O - G 442 -491 N - H 377 -396 M - I 347 -390 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 F 999 360 VERT(TL): 0.008 F 999 240 HORZ(LL): -0.012 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.090 Max BC CSI: 0.107 Max Web CSI: 0.288 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C01 21'6" Gable Ply: 1 Qty: 2 Wgt: 176.4 lbs SEQN: 327459 / T21 / GABL FROM: WBC DRW: ... / ... 02/22/2021 21'6" 2'9"2' (TYP) 10'9" 10'9" 21'6" 10'9" 21'6" 21'6" 10-13/16" 9' 1 0 - 5 / 1 6 " (a) 19'2-7/8" A B C D E F G H I J K LMNOPQRSTU 10 12 3X6(G1) 4X4 3X4 3X4 3X6 1.5X3 1.5X3 3X4 3X4 4X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud M3, M4 2x4 SPF 1650f-1.5E; Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Bracing (a) 1x4 #3SRB SPF-S or better "L" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Plating Notes All plates are 2X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 219 /- /- /64 /81 /30 Wind reactions based on MWFRS A Brg Width = 258 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 381 -526 B - C 252 -333 C - D 213 -255 D - E 409 -233 E - F 677 -267 Chords Tens. Comp. F - G 678 -267 G - H 411 -233 H - I 239 -261 I - J 278 -359 J - K 409 -554 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - U 457 -294 U - T 482 -306 T - S 494 -311 S - R 503 -316 R - Q 512 -319 Q - P 512 -319 Chords Tens. Comp. P - O 513 -340 O - N 505 -336 N - M 495 -332 M - L 484 -326 L - K 459 -315 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 499 -486 Webs Tens. Comp. L - J 499 -486 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - T 347 -390 D - S 377 -396 E - R 442 -491 F - Q 14 -614 Gables Tens. Comp. O - G 442 -491 N - H 377 -396 M - I 347 -390 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 F 999 360 VERT(TL): 0.008 F 999 240 HORZ(LL): -0.012 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.090 Max BC CSI: 0.107 Max Web CSI: 0.288 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C01 21'6" Gable Ply: 1 Qty: 2 Wgt: 176.4 lbs SEQN: 327459 / T21 / GABL FROM: WBC DRW: ... / ... 02/22/2021 21'6" 2'9"2' (TYP) 10'9" 10'9" 21'6" 10'9" 21'6" 21'6" 10-13/16" 9' 1 0 - 5 / 1 6 " (a) 19'2-7/8" A B C D E F G H I J K LMNOPQRSTU 10 12 3X6(G1) 4X4 3X4 3X4 3X6 1.5X3 1.5X3 3X4 3X4 4X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1 2x4 WEST. WOODS Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1860 /- /- /667 /600 /530 J 1860 /- /- /667 /600 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 2.9 J Brg Width = 5.5 Min Req = 2.9 Bearings N & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 433 -228 C - D 962 -1737 D - E 989 -1548 Chords Tens. Comp. E - F 989 -1548 F - G 962 -1737 G - H 433 -228 H - I 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1295 -390 M - L 938 -192 Chords Tens. Comp. L - K 938 -192 K - J 1295 -283 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 592 -524 N - C 406 -1820 C - M 540 -396 M - E 662 -456 Webs Tens. Comp. E - K 662 -456 K - G 540 -396 G - J 406 -1820 H - J 592 -524 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.070 K 999 240 HORZ(LL): 0.038 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.457 Max Web CSI: 0.603 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C02 21'6" Common Ply: 1 Qty: 6 Wgt: 177.8 lbs SEQN: 327471 / T20 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 13'11-1/8" 3'2-1/8" 16'1-1/2" 2'2-3/8" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G H I JKLMN 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 4X4 3X4 4X6 3X8 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1 2x4 WEST. WOODS Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1860 /- /- /667 /600 /530 J 1860 /- /- /667 /600 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 2.9 J Brg Width = 5.5 Min Req = 2.9 Bearings N & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 433 -228 C - D 962 -1737 D - E 989 -1548 Chords Tens. Comp. E - F 989 -1548 F - G 962 -1737 G - H 433 -228 H - I 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1295 -390 M - L 938 -192 Chords Tens. Comp. L - K 938 -192 K - J 1295 -283 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 592 -524 N - C 406 -1820 C - M 540 -396 M - E 662 -456 Webs Tens. Comp. E - K 662 -456 K - G 540 -396 G - J 406 -1820 H - J 592 -524 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.070 K 999 240 HORZ(LL): 0.038 H - - HORZ(TL): 0.055 H - - Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.457 Max Web CSI: 0.603 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C02 21'6" Common Ply: 1 Qty: 6 Wgt: 177.8 lbs SEQN: 327471 / T20 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 13'11-1/8" 3'2-1/8" 16'1-1/2" 2'2-3/8" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G H I JKLMN 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 4X4 3X4 4X6 3X8 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1860 /- /- /668 /600 /490 H 1656 /- /- /539 /527 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 2.9 H Brg Width = 5.5 Min Req = 2.6 Bearings L & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 434 -228 C - D 962 -1736 Chords Tens. Comp. D - E 988 -1547 E - F 998 -1736 F - G 208 -215 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1294 -414 K - J 939 -119 Chords Tens. Comp. J - I 939 -119 I - H 1294 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 593 -524 L - C 406 -1819 C - K 539 -395 K - E 660 -456 Webs Tens. Comp. E - I 660 -461 I - F 544 -394 F - H 569 -1819 G - H 246 -299 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.069 K 999 240 HORZ(LL): 0.038 G - - HORZ(TL): 0.054 G - - Creep Factor: 2.0 Max TC CSI: 0.212 Max BC CSI: 0.457 Max Web CSI: 0.609 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C03 21'6" Common Ply: 1 Qty: 1 Wgt: 175.7 lbs SEQN: 327803 / T17 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 16'1-1/2" 5'4-1/2" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G HIJKL 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 3X4 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1860 /- /- /668 /600 /490 H 1656 /- /- /539 /527 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 2.9 H Brg Width = 5.5 Min Req = 2.6 Bearings L & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 434 -228 C - D 962 -1736 Chords Tens. Comp. D - E 988 -1547 E - F 998 -1736 F - G 208 -215 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1294 -414 K - J 939 -119 Chords Tens. Comp. J - I 939 -119 I - H 1294 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 593 -524 L - C 406 -1819 C - K 539 -395 K - E 660 -456 Webs Tens. Comp. E - I 660 -461 I - F 544 -394 F - H 569 -1819 G - H 246 -299 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.069 K 999 240 HORZ(LL): 0.038 G - - HORZ(TL): 0.054 G - - Creep Factor: 2.0 Max TC CSI: 0.212 Max BC CSI: 0.457 Max Web CSI: 0.609 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C03 21'6" Common Ply: 1 Qty: 1 Wgt: 175.7 lbs SEQN: 327803 / T17 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 16'1-1/2" 5'4-1/2" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G HIJKL 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 3X4 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1 2x4 WEST. WOODS Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1860 /- /- /668 /600 /490 H 1656 /- /- /539 /527 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 2.9 H Brg Width = - Min Req = - Bearing L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 433 -228 C - D 963 -1737 Chords Tens. Comp. D - E 989 -1548 E - F 999 -1737 F - G 208 -214 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1295 -415 K - J 938 -119 Chords Tens. Comp. J - I 938 -119 I - H 1295 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 592 -523 L - C 407 -1820 C - K 541 -396 K - E 662 -458 Webs Tens. Comp. E - I 662 -462 I - F 546 -395 F - H 570 -1820 G - H 245 -298 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.070 K 999 240 HORZ(LL): 0.038 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.214 Max BC CSI: 0.457 Max Web CSI: 0.611 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C05 21'6" Common Ply: 1 Qty: 8 Wgt: 175.7 lbs SEQN: 327474 / T26 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" (J) 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 16'1-1/2" 5'4-1/2" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G HIJKL 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 3X4 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1 2x4 WEST. WOODS Stud; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1860 /- /- /668 /600 /490 H 1656 /- /- /539 /527 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 2.9 H Brg Width = - Min Req = - Bearing L Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 433 -228 C - D 963 -1737 Chords Tens. Comp. D - E 989 -1548 E - F 999 -1737 F - G 208 -214 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1295 -415 K - J 938 -119 Chords Tens. Comp. J - I 938 -119 I - H 1295 -403 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 592 -523 L - C 407 -1820 C - K 541 -396 K - E 662 -458 Webs Tens. Comp. E - I 662 -462 I - F 546 -395 F - H 570 -1820 G - H 245 -298 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 K 999 360 VERT(TL): 0.070 K 999 240 HORZ(LL): 0.038 G - - HORZ(TL): 0.055 G - - Creep Factor: 2.0 Max TC CSI: 0.214 Max BC CSI: 0.457 Max Web CSI: 0.611 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence C05 21'6" Common Ply: 1 Qty: 8 Wgt: 175.7 lbs SEQN: 327474 / T26 / COMN FROM: WBC DRW: ... / ... 02/22/2021 21'6" (J) 5'4-1/2" 5'4-1/2" 7'6-7/8" 2'2-3/8" 10'9" 3'2-1/8" 16'1-1/2" 5'4-1/2" 21'6" 5'4-1/2" 7'2" 7'2" 12' 4'10" 14'4" 2'4" 21'6" 7'2"1'6" 1' 6 " 10 ' 5 - 1 / 2 " 10 ' 9 - 1 1 / 1 6 " (a)(a) 19'2-7/8" A B C D E F G HIJKL 10 12 3X8 4X6(R) 4X6 3X4 4X4 5X7 3X4 3X4 4X6 3X6 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud M4 2x4 SPF 1650f-1.5E; Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Plating Notes All plates are 3X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 217 /- /- /64 /77 /30 Wind reactions based on MWFRS A Brg Width = 204 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 264 -393 B - C 151 -270 C - D 307 -250 D - E 596 -264 Chords Tens. Comp. E - F 605 -264 F - G 316 -250 G - H 224 -279 H - I 341 -455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 380 -207 Q - P 408 -218 P - O 423 -225 O - N 436 -229 N - M 436 -229 Chords Tens. Comp. M - L 425 -231 L - K 430 -280 K - J 414 -274 J - I 387 -263 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 513 -448 C - P 423 -397 D - O 490 -454 E - N 36 -482 Gables Tens. Comp. M - F 490 -454 K - G 423 -397 J - H 513 -448 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.010 D - - Creep Factor: 2.0 Max TC CSI: 0.078 Max BC CSI: 0.085 Max Web CSI: 0.259 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D01 17' Gable Ply: 1 Qty: 1 Wgt: 126.0 lbs SEQN: 327495 / T13 / GABL FROM: WBC DRW: ... / ... 02/22/2021 17' 2'6"2' (TYP) 8'6" 8'6" 17' 8'6" 17' 17' 10-13/16" 7' 1 1 - 1 3 / 1 6 " 19'2-7/8" A B C D E F G H I JKLMNOPQ 10 12 3X6(G1) 2X4 2X4 2X4 4X4 1.5X3 2X4 1.5X3 2X4 2X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud M4 2x4 SPF 1650f-1.5E; Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Plating Notes All plates are 3X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 217 /- /- /64 /77 /30 Wind reactions based on MWFRS A Brg Width = 204 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 264 -393 B - C 151 -270 C - D 307 -250 D - E 596 -264 Chords Tens. Comp. E - F 605 -264 F - G 316 -250 G - H 224 -279 H - I 341 -455 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 380 -207 Q - P 408 -218 P - O 423 -225 O - N 436 -229 N - M 436 -229 Chords Tens. Comp. M - L 425 -231 L - K 430 -280 K - J 414 -274 J - I 387 -263 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Q 513 -448 C - P 423 -397 D - O 490 -454 E - N 36 -482 Gables Tens. Comp. M - F 490 -454 K - G 423 -397 J - H 513 -448 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.010 D - - Creep Factor: 2.0 Max TC CSI: 0.078 Max BC CSI: 0.085 Max Web CSI: 0.259 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D01 17' Gable Ply: 1 Qty: 1 Wgt: 126.0 lbs SEQN: 327495 / T13 / GABL FROM: WBC DRW: ... / ... 02/22/2021 17' 2'6"2' (TYP) 8'6" 8'6" 17' 8'6" 17' 17' 10-13/16" 7' 1 1 - 1 3 / 1 6 " 19'2-7/8" A B C D E F G H I JKLMNOPQ 10 12 3X6(G1) 2X4 2X4 2X4 4X4 1.5X3 2X4 1.5X3 2X4 2X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1448 /- /- /550 /469 /440 H 1448 /- /- /550 /469 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req = 2.3 H Brg Width = 5.5 Min Req = 2.3 Bearings K & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 436 -209 C - D 715 -1071 Chords Tens. Comp. D - E 715 -1071 E - F 436 -208 F - G 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 882 -323 J - I 882 -227 Chords Tens. Comp. I - H 882 -227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 616 -487 K - C 341 -1255 C - J 444 -285 D - J 623 -523 Webs Tens. Comp. J - E 443 -285 E - H 341 -1255 F - H 616 -487 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 J 999 360 VERT(TL): 0.039 J 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.031 F - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.494 Max Web CSI: 0.585 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D02 17' Common Ply: 1 Qty: 7 Wgt: 130.2 lbs SEQN: 327488 / T11 / COMN FROM: WBC DRW: ... / ... 02/22/2021 17' 4'5-1/8" 4'5-1/8" 8'6" 4'0-7/8" 12'6-7/8" 4'0-7/8" 17' 4'5-1/8" 8'6" 8'6" 10' 1'6" 17' 7'1'6"1'6" 1' 6 " 8' 7 " 8' 1 1 - 3 / 1 6 " 19'2-7/8" A B C D E F G HIJK 10 12 4X6 3X6(R) 4X4 4X6 3X6 2X4 4X4 4X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 1448 /- /- /550 /469 /440 H 1448 /- /- /550 /469 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req = 2.3 H Brg Width = 5.5 Min Req = 2.3 Bearings K & H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 436 -209 C - D 715 -1071 Chords Tens. Comp. D - E 715 -1071 E - F 436 -208 F - G 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 882 -323 J - I 882 -227 Chords Tens. Comp. I - H 882 -227 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 616 -487 K - C 341 -1255 C - J 444 -285 D - J 623 -523 Webs Tens. Comp. J - E 443 -285 E - H 341 -1255 F - H 616 -487 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 J 999 360 VERT(TL): 0.039 J 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.031 F - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.494 Max Web CSI: 0.585 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D02 17' Common Ply: 1 Qty: 7 Wgt: 130.2 lbs SEQN: 327488 / T11 / COMN FROM: WBC DRW: ... / ... 02/22/2021 17' 4'5-1/8" 4'5-1/8" 8'6" 4'0-7/8" 12'6-7/8" 4'0-7/8" 17' 4'5-1/8" 8'6" 8'6" 10' 1'6" 17' 7'1'6"1'6" 1' 6 " 8' 7 " 8' 1 1 - 3 / 1 6 " 19'2-7/8" A B C D E F G HIJK 10 12 4X6 3X6(R) 4X4 4X6 3X6 2X4 4X4 4X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1243 /- /- /423 /409 /329 F 1243 /- /- /423 /409 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 1.9 F Brg Width = 5.5 Min Req = 1.9 Bearings I & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 181 -185 B - C 727 -1071 Chords Tens. Comp. C - D 727 -1071 D - E 181 -185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 882 -385 H - G 882 -365 Chords Tens. Comp. G - F 882 -365 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 225 -253 I - B 534 -1255 B - H 456 -284 C - H 624 -546 Webs Tens. Comp. H - D 456 -284 D - F 534 -1255 E - F 225 -254 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 H 999 360 VERT(TL): 0.039 H 999 240 HORZ(LL): 0.021 E - - HORZ(TL): 0.031 E - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.498 Max Web CSI: 0.585 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D03 17' Common Ply: 1 Qty: 1 Wgt: 121.8 lbs SEQN: 327492 / T14 / COMN FROM: WBC DRW: ... / ... 02/22/2021 17' 4'5-1/8" 4'5-1/8" 8'6" 4'0-7/8" 12'6-7/8" 4'0-7/8" 17' 4'5-1/8" 8'6" 8'6" 12' 3'6" 17' 5' 1' 6 " 8' 7 " 19'2-7/8" A B C D E FGHI 10 12 3X6 3X6(R) 4X4 4X6 3X6 3X4 4X4 3X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2, W4 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 1243 /- /- /423 /409 /329 F 1243 /- /- /423 /409 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req = 1.9 F Brg Width = 5.5 Min Req = 1.9 Bearings I & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 181 -185 B - C 727 -1071 Chords Tens. Comp. C - D 727 -1071 D - E 181 -185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 882 -385 H - G 882 -365 Chords Tens. Comp. G - F 882 -365 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 225 -253 I - B 534 -1255 B - H 456 -284 C - H 624 -546 Webs Tens. Comp. H - D 456 -284 D - F 534 -1255 E - F 225 -254 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 H 999 360 VERT(TL): 0.039 H 999 240 HORZ(LL): 0.021 E - - HORZ(TL): 0.031 E - - Creep Factor: 2.0 Max TC CSI: 0.130 Max BC CSI: 0.498 Max Web CSI: 0.585 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D03 17' Common Ply: 1 Qty: 1 Wgt: 121.8 lbs SEQN: 327492 / T14 / COMN FROM: WBC DRW: ... / ... 02/22/2021 17' 4'5-1/8" 4'5-1/8" 8'6" 4'0-7/8" 12'6-7/8" 4'0-7/8" 17' 4'5-1/8" 8'6" 8'6" 12' 3'6" 17' 5' 1' 6 " 8' 7 " 19'2-7/8" A B C D E FGHI 10 12 3X6 3X6(R) 4X4 4X6 3X6 3X4 4X4 3X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x8 DF-L 1950f-1.7E Webs 2x4 SPF 1650f-1.5E Lt Slider: 2x6 SPF 1650f-1.5E; block length = 1.645' Rt Slider: 2x6 SPF 1650f-1.5E; block length = 1.645' Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 126 plf at 0.00 to 126 plf at 17.00 BC: From 10 plf at 0.00 to 10 plf at 17.00 BC: 1656 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Wind Wind loads and reactions based on MWFRS. Uplifts based on an elevation of 5000 ft. Bearing Block(s) Brg blocks:0.120"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 16.542' 1 12" 6 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Apply additional nailing over the following bearings with fasteners at 4'' oc both perpendicular and parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 9.25'' if used) Bearing 2 located at 16.5' (blocking >= 9.25'' if used) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 7489 /- /- /- /2601 /- M 8073 /- /- /- /2787 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 5.5 M Brg Width = 5.5 Min Req = - Bearings L & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1468 -4187 B - C 1426 -4100 C - D 1042 -2960 Chords Tens. Comp. D - E 1041 -2960 E - F 1436 -4132 F - G 1477 -4218 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 2940 -1015 K - J 2899 -1002 J - I 2922 -1010 Chords Tens. Comp. I - H 2922 -1010 H - G 2979 -1028 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 1554 -468 C - J 341 -971 D - J 3278 -1080 Webs Tens. Comp. J - E 353 -1008 H - E 1604 -484 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.106 J 999 360 VERT(TL): 0.148 J 999 240 HORZ(LL): 0.048 F - - HORZ(TL): 0.067 F - - Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.493 Max Web CSI: 0.532 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D04 17' Common Girder Ply: 2 Qty: 1 Wgt: 299.6 lbs SEQN: 327806 / T43 / COMN FROM: WBC DRW: ... / ... 02/22/2021 BL1 17' 4'9-1/8" 4'9-1/8" 8'6" 3'8-7/8" 12'2-7/8" 3'8-7/8" 17' 4'9-1/8" 4'7-3/8" 4'7-3/8" 8'6" 3'10-5/8" 10' 1'6" 12'4-5/8" 2'4-5/8" 17' 4'7-3/8" 1' 6 " 8' 7 " 19'2-7/8" A B C D E F G HIJKL M 10 12 6X12(E5) 3X8 5X7 3X12 5X7(R) 6X12(R)5X7 3X12 5X7 3X8 6X12(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x8 DF-L 1950f-1.7E Webs 2x4 SPF 1650f-1.5E Lt Slider: 2x6 SPF 1650f-1.5E; block length = 1.645' Rt Slider: 2x6 SPF 1650f-1.5E; block length = 1.645' Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 126 plf at 0.00 to 126 plf at 17.00 BC: From 10 plf at 0.00 to 10 plf at 17.00 BC: 1656 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88 Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Unbalanced snow loads have not been considered. Wind Wind loads and reactions based on MWFRS. Uplifts based on an elevation of 5000 ft. Bearing Block(s) Brg blocks:0.120"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 16.542' 1 12" 6 HF Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Additional Notes Apply additional nailing over the following bearings with fasteners at 4'' oc both perpendicular and parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 9.25'' if used) Bearing 2 located at 16.5' (blocking >= 9.25'' if used) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 7489 /- /- /- /2601 /- M 8073 /- /- /- /2787 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req = 5.5 M Brg Width = 5.5 Min Req = - Bearings L & M Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1468 -4187 B - C 1426 -4100 C - D 1042 -2960 Chords Tens. Comp. D - E 1041 -2960 E - F 1436 -4132 F - G 1477 -4218 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 2940 -1015 K - J 2899 -1002 J - I 2922 -1010 Chords Tens. Comp. I - H 2922 -1010 H - G 2979 -1028 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 1554 -468 C - J 341 -971 D - J 3278 -1080 Webs Tens. Comp. J - E 353 -1008 H - E 1604 -484 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.106 J 999 360 VERT(TL): 0.148 J 999 240 HORZ(LL): 0.048 F - - HORZ(TL): 0.067 F - - Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.493 Max Web CSI: 0.532 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D04 17' Common Girder Ply: 2 Qty: 1 Wgt: 299.6 lbs SEQN: 327806 / T43 / COMN FROM: WBC DRW: ... / ... 02/22/2021 BL1 17' 4'9-1/8" 4'9-1/8" 8'6" 3'8-7/8" 12'2-7/8" 3'8-7/8" 17' 4'9-1/8" 4'7-3/8" 4'7-3/8" 8'6" 3'10-5/8" 10' 1'6" 12'4-5/8" 2'4-5/8" 17' 4'7-3/8" 1' 6 " 8' 7 " 19'2-7/8" A B C D E F G HIJKL M 10 12 6X12(E5) 3X8 5X7 3X12 5X7(R) 6X12(R)5X7 3X12 5X7 3X8 6X12(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 146 /- /- /47 /47 /18 Wind reactions based on MWFRS E Brg Width = 161 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -185 B - C 296 -290 Chords Tens. Comp. C - D 309 -290 D - E 188 -228 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 168 -85 H - G 202 -96 Chords Tens. Comp. G - F 202 -96 F - E 171 -100 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 682 -522 C - G 11 -301 Webs Tens. Comp. F - D 683 -522 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 25.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 360 VERT(TL): 0.004 C 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.392 Max BC CSI: 0.076 Max Web CSI: 0.394 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D05 13'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 57.4 lbs SEQN: 327782 / T16 / VAL FROM: WBC DRW: ... / ... 02/22/2021 13'5-5/8" 2'8-13/16" 4' (TYP) 6'8-13/16" 6'8-13/16" 13'5-5/8" 6'8-13/16" 13'5-5/8" 13'5-5/8" 0-1/4" 5' 7 - 5 / 8 " 22'2-1/4" A B C D E FGH 10 12 2X4(D8R) 2X4 3X4 3X4 1.5X3 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 146 /- /- /47 /47 /18 Wind reactions based on MWFRS E Brg Width = 161 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -185 B - C 296 -290 Chords Tens. Comp. C - D 309 -290 D - E 188 -228 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 168 -85 H - G 202 -96 Chords Tens. Comp. G - F 202 -96 F - E 171 -100 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 682 -522 C - G 11 -301 Webs Tens. Comp. F - D 683 -522 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 25.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 360 VERT(TL): 0.004 C 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.392 Max BC CSI: 0.076 Max Web CSI: 0.394 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D05 13'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 57.4 lbs SEQN: 327782 / T16 / VAL FROM: WBC DRW: ... / ... 02/22/2021 13'5-5/8" 2'8-13/16" 4' (TYP) 6'8-13/16" 6'8-13/16" 13'5-5/8" 6'8-13/16" 13'5-5/8" 13'5-5/8" 0-1/4" 5' 7 - 5 / 8 " 22'2-1/4" A B C D E FGH 10 12 2X4(D8R) 2X4 3X4 3X4 1.5X3 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 146 /- /- /47 /47 /18 Wind reactions based on MWFRS C Brg Width = 113 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 410 -304 Chords Tens. Comp. B - C 410 -322 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 479 -198 Chords Tens. Comp. D - C 479 -198 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 774 -803 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 25.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 D 999 360 VERT(TL): 0.033 D 999 240 HORZ(LL): -0.014 D - - HORZ(TL): 0.020 D - - Creep Factor: 2.0 Max TC CSI: 0.541 Max BC CSI: 0.323 Max Web CSI: 0.447 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D06 9'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 36.4 lbs SEQN: 327785 / T31 / VAL FROM: WBC DRW: ... / ... 02/22/2021 9'5-5/8" 4'8-13/16" 4'8-13/16" 9'5-5/8" 4'8-13/16" 4'8-13/16" 4'8-13/16" 9'5-5/8" 4'8-13/16" 0-1/4" 3' 1 1 - 5 / 8 " 23'10-1/4" A B C D 10 12 2X4(D8R) 3X4(R) 4X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 146 /- /- /47 /47 /18 Wind reactions based on MWFRS C Brg Width = 113 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 410 -304 Chords Tens. Comp. B - C 410 -322 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 479 -198 Chords Tens. Comp. D - C 479 -198 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 774 -803 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 25.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 D 999 360 VERT(TL): 0.033 D 999 240 HORZ(LL): -0.014 D - - HORZ(TL): 0.020 D - - Creep Factor: 2.0 Max TC CSI: 0.541 Max BC CSI: 0.323 Max Web CSI: 0.447 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D06 9'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 36.4 lbs SEQN: 327785 / T31 / VAL FROM: WBC DRW: ... / ... 02/22/2021 9'5-5/8" 4'8-13/16" 4'8-13/16" 9'5-5/8" 4'8-13/16" 4'8-13/16" 4'8-13/16" 9'5-5/8" 4'8-13/16" 0-1/4" 3' 1 1 - 5 / 8 " 23'10-1/4" A B C D 10 12 2X4(D8R) 3X4(R) 4X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 146 /- /- /45 /43 /16 Wind reactions based on MWFRS C Brg Width = 65.7 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 154 -81 Chords Tens. Comp. B - C 154 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 237 -57 Chords Tens. Comp. D - C 237 -57 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 370 -349 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 26.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 D 999 360 VERT(TL): 0.006 D 999 240 HORZ(LL): -0.003 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.178 Max BC CSI: 0.120 Max Web CSI: 0.214 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D07 5'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 22.4 lbs SEQN: 327788 / T42 / VAL FROM: WBC DRW: ... / ... 02/22/2021 5'5-5/8" 2'8-13/16" 2'8-13/16" 5'5-5/8" 2'8-13/16" 2'8-13/16" 2'8-13/16" 5'5-5/8" 2'8-13/16" 0-1/4" 2' 3 - 5 / 8 " 25'6-1/4" A B C D 10 12 2X4(D8R) 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 146 /- /- /45 /43 /16 Wind reactions based on MWFRS C Brg Width = 65.7 Min Req = - Bearing A Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 154 -81 Chords Tens. Comp. B - C 154 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - D 237 -57 Chords Tens. Comp. D - C 237 -57 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 370 -349 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 26.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 D 999 360 VERT(TL): 0.006 D 999 240 HORZ(LL): -0.003 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.178 Max BC CSI: 0.120 Max Web CSI: 0.214 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence D07 5'5-5/8" Valley Ply: 1 Qty: 1 Wgt: 22.4 lbs SEQN: 327788 / T42 / VAL FROM: WBC DRW: ... / ... 02/22/2021 5'5-5/8" 2'8-13/16" 2'8-13/16" 5'5-5/8" 2'8-13/16" 2'8-13/16" 2'8-13/16" 5'5-5/8" 2'8-13/16" 0-1/4" 2' 3 - 5 / 8 " 25'6-1/4" A B C D 10 12 2X4(D8R) 3X4 2X4 2X4(D8R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Plating Notes All plates are 3X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 216 /- /- /66 /59 /28 Wind reactions based on MWFRS A Brg Width = 156 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 157 -344 B - C 137 -298 C - D 426 -304 Chords Tens. Comp. D - E 444 -304 E - F 180 -298 F - G 269 -362 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 308 -129 L - K 338 -141 K - J 356 -148 Chords Tens. Comp. J - I 356 -148 I - H 340 -150 H - G 311 -156 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 57 -274 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - L 542 -448 C - K 504 -439 Gables Tens. Comp. I - E 506 -439 H - F 542 -448 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.004 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): 0.007 C - - Creep Factor: 2.0 Max TC CSI: 0.063 Max BC CSI: 0.062 Max Web CSI: 0.313 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence E01 13' Gable Ply: 1 Qty: 1 Wgt: 89.6 lbs SEQN: 327871 / T7 / GABL FROM: WBC DRW: ... / ... 02/22/2021 13' 2'6"2' (TYP) 6'6" 6'6" 13' 6'6" 13' 13' 10-13/16" 6' 3 - 1 3 / 1 6 " 9'1-1/8" A B C D E F G HIJKL 10 12 3X6(G1) 2X4 4X4 1.5X3 2X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Lt Stub Wedge: 2x6 SPF 1650f-1.5E; Rt Stub Wedge: 2x6 SPF 1650f-1.5E; Plating Notes All plates are 3X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A* 216 /- /- /66 /59 /28 Wind reactions based on MWFRS A Brg Width = 156 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 157 -344 B - C 137 -298 C - D 426 -304 Chords Tens. Comp. D - E 444 -304 E - F 180 -298 F - G 269 -362 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 308 -129 L - K 338 -141 K - J 356 -148 Chords Tens. Comp. J - I 356 -148 I - H 340 -150 H - G 311 -156 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - J 57 -274 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - L 542 -448 C - K 504 -439 Gables Tens. Comp. I - E 506 -439 H - F 542 -448 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.004 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): 0.007 C - - Creep Factor: 2.0 Max TC CSI: 0.063 Max BC CSI: 0.062 Max Web CSI: 0.313 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence E01 13' Gable Ply: 1 Qty: 1 Wgt: 89.6 lbs SEQN: 327871 / T7 / GABL FROM: WBC DRW: ... / ... 02/22/2021 13' 2'6"2' (TYP) 6'6" 6'6" 13' 6'6" 13' 13' 10-13/16" 6' 3 - 1 3 / 1 6 " 9'1-1/8" A B C D E F G HIJKL 10 12 3X6(G1) 2X4 4X4 1.5X3 2X4 3X6(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 1159 /- /- /449 /236 /347 F 1159 /- /- /449 /236 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req = 1.8 F Brg Width = 5.5 Min Req = 1.8 Bearings H & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 484 -962 Chords Tens. Comp. C - D 484 -962 D - E 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 361 -349 Chords Tens. Comp. G - F 30 -13 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 686 -1106 B - G 557 -145 C - G 239 -23 Webs Tens. Comp. G - D 557 -147 D - F 686 -1106 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 C 999 360 VERT(TL): 0.020 C 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.318 Max BC CSI: 0.254 Max Web CSI: 0.439 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence E02 13' Common Ply: 1 Qty: 2 Wgt: 102.2 lbs SEQN: 327428 / T6 / COMN FROM: WBC DRW: ... / ... 02/22/2021 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'6"1'6" 1' 6 " 6' 1 1 " 7' 3 - 3 / 1 6 " 9'1-1/8" A B C D E FGH 10 12 4X6(R) 3X6 6X8(R1) 4X6 4X6(R) 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 1159 /- /- /449 /236 /347 F 1159 /- /- /449 /236 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req = 1.8 F Brg Width = 5.5 Min Req = 1.8 Bearings H & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 484 -962 Chords Tens. Comp. C - D 484 -962 D - E 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 361 -349 Chords Tens. Comp. G - F 30 -13 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 686 -1106 B - G 557 -145 C - G 239 -23 Webs Tens. Comp. G - D 557 -147 D - F 686 -1106 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 C 999 360 VERT(TL): 0.020 C 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.318 Max BC CSI: 0.254 Max Web CSI: 0.439 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence E02 13' Common Ply: 1 Qty: 2 Wgt: 102.2 lbs SEQN: 327428 / T6 / COMN FROM: WBC DRW: ... / ... 02/22/2021 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'6"1'6" 1' 6 " 6' 1 1 " 7' 3 - 3 / 1 6 " 9'1-1/8" A B C D E FGH 10 12 4X6(R) 3X6 6X8(R1) 4X6 4X6(R) 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W5, W7 2x4 SPF 1650f-1.5E; Rt Slider: 2x6 SPF 1650f-1.5E; block length = 3.253' Bracing (a) 1x4 #3SRB SPF-S or better "L" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Shim all supports to solid bearing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL X 1307 /- /- /423 /315 /784 V* 382 /- /- /151 /16 /- R* 141 /- /- /90 /75 /- O 436 /- /- /157 /49 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req = 2.1 V Brg Width = 90.3 Min Req = - R Brg Width = 90.2 Min Req = - O Brg Width = 5.5 Min Req = 1.5 Bearings X, V, & R are a rigid surface. Bearing O Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 195 0 B - C 400 -941 C - D 427 -363 D - E 258 -119 D - E 208 -79 E - F 591 -568 F - G 594 -160 G - H 579 -190 Chords Tens. Comp. H - I 451 -149 I - J 247 -50 J - K 234 -95 K - L 287 -167 L - M 196 -293 M - N 134 -219 N - O 233 -500 E - F 447 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 781 -680 W - V 618 -397 V - U 593 -365 U - T 594 -362 T - S 399 -170 Chords Tens. Comp. S - R 413 -181 R - Q 412 -176 Q - P 400 -178 P - O 325 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 612 -1287 B - W 514 -231 W - C 174 -78 C - V 532 -660 E - V 178 -562 E - Y 258 -186 Webs Tens. Comp. Z - T 250 -196 H - T 102 -554 T -AA 450 -241 AB- K 412 -215 R - K 38 -265 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens. Comp. Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 N 999 360 VERT(TL): 0.038 N 999 240 HORZ(LL): 0.030 N - - HORZ(TL): 0.035 N - - Creep Factor: 2.0 Max TC CSI: 0.228 Max BC CSI: 0.150 Max Web CSI: 0.740 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F01 24'6" Gable Ply: 1 Qty: 1 Wgt: 229.6 lbs SEQN: 327888 / T5 / GABL FROM: WBC Page 1 of 2 DRW: ... / ... 02/22/2021 9'7'6-1/4"7'6-1/4"5-1/2" 10'3" 2' (TYP) 4'7-3/4" 4'7-3/4" 7'5-1/8" 2'9-3/8" 8'11-9/16" 1'6-7/16" 12'3" 3'3-7/16" 16'4-1/2" 4'1-1/2" 24'6" 8'1-1/2" 4'4-1/4" 4'4-1/4" 9' 4'7-3/4" 12'3" 3'3" 16'6-1/4" 4'3-1/4" 24'0-1/2" 7'6-1/4" 24'6" 5-1/2"1'6" 1' 6 " 10-13/16" 3' 9 - 1 / 8 " 11 ' 1 - 5 / 1 6 " 11 ' 5 - 1 / 2 " (a) 9'1-1/8" 12'10-1/4" A B C D E F G H I J K L M N OP Q R S T U VWX Y Z AA AB 10 12 6 12 3X8(R) 3X6 3X4 3X4 3X4 2X4(R)3X4 5X7 3X4 4X4 3X8 2X4 3X6(R) 3X4 3X4 4X4 3X4 5X10(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W5, W7 2x4 SPF 1650f-1.5E; Rt Slider: 2x6 SPF 1650f-1.5E; block length = 3.253' Bracing (a) 1x4 #3SRB SPF-S or better "L" brace. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Shim all supports to solid bearing. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL X 1307 /- /- /423 /315 /784 V* 382 /- /- /151 /16 /- R* 141 /- /- /90 /75 /- O 436 /- /- /157 /49 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req = 2.1 V Brg Width = 90.3 Min Req = - R Brg Width = 90.2 Min Req = - O Brg Width = 5.5 Min Req = 1.5 Bearings X, V, & R are a rigid surface. Bearing O Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 195 0 B - C 400 -941 C - D 427 -363 D - E 258 -119 D - E 208 -79 E - F 591 -568 F - G 594 -160 G - H 579 -190 Chords Tens. Comp. H - I 451 -149 I - J 247 -50 J - K 234 -95 K - L 287 -167 L - M 196 -293 M - N 134 -219 N - O 233 -500 E - F 447 -118 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 781 -680 W - V 618 -397 V - U 593 -365 U - T 594 -362 T - S 399 -170 Chords Tens. Comp. S - R 413 -181 R - Q 412 -176 Q - P 400 -178 P - O 325 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 612 -1287 B - W 514 -231 W - C 174 -78 C - V 532 -660 E - V 178 -562 E - Y 258 -186 Webs Tens. Comp. Z - T 250 -196 H - T 102 -554 T -AA 450 -241 AB- K 412 -215 R - K 38 -265 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens. Comp. Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.027 N 999 360 VERT(TL): 0.038 N 999 240 HORZ(LL): 0.030 N - - HORZ(TL): 0.035 N - - Creep Factor: 2.0 Max TC CSI: 0.228 Max BC CSI: 0.150 Max Web CSI: 0.740 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F01 24'6" Gable Ply: 1 Qty: 1 Wgt: 229.6 lbs SEQN: 327888 / T5 / GABL FROM: WBC Page 1 of 2 DRW: ... / ... 02/22/2021 9'7'6-1/4"7'6-1/4"5-1/2" 10'3" 2' (TYP) 4'7-3/4" 4'7-3/4" 7'5-1/8" 2'9-3/8" 8'11-9/16" 1'6-7/16" 12'3" 3'3-7/16" 16'4-1/2" 4'1-1/2" 24'6" 8'1-1/2" 4'4-1/4" 4'4-1/4" 9' 4'7-3/4" 12'3" 3'3" 16'6-1/4" 4'3-1/4" 24'0-1/2" 7'6-1/4" 24'6" 5-1/2"1'6" 1' 6 " 10-13/16" 3' 9 - 1 / 8 " 11 ' 1 - 5 / 1 6 " 11 ' 5 - 1 / 2 " (a) 9'1-1/8" 12'10-1/4" A B C D E F G H I J K L M N OP Q R S T U VWX Y Z AA AB 10 12 6 12 3X8(R) 3X6 3X4 3X4 3X4 2X4(R)3X4 5X7 3X4 4X4 3X8 2X4 3X6(R) 3X4 3X4 4X4 3X4 5X10(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org G - Y 32 -213 U - Z 29 -204 AA- S 285 -421 AB- I 315 -464 Q - L 132 -236 P - M 619 -721 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F01 24'6" Gable Ply: 1 Qty: 1 Wgt: 229.6 lbs SEQN: 327888 / T5 / GABL FROM: WBC Page 2 of 2 DRW: ... / ... 02/22/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W3, W9 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1996 /- /- /764 /405 /566 K 2030 /- /- /775 /408 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 3.1 K Brg Width = 5.5 Min Req = 2.7 Bearings N & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 323 -214 C - D 689 -1812 D - E 693 -1518 E - F 935 -1742 Chords Tens. Comp. F - G 1279 -3486 G - H 1253 -3589 H - I 794 -3682 I - J 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1373 -432 M - L 1323 -258 Chords Tens. Comp. L - K 95 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 447 -482 N - C 445 -1986 C - M 258 -145 E - M 399 -493 M - F 229 -565 Webs Tens. Comp. F - L 2883 -791 L - H 735 -885 L - I 2888 -387 K - I 700 -1880 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 H 999 360 VERT(TL): 0.255 H 999 240 HORZ(LL): 0.142 K - - HORZ(TL): 0.210 K - - Creep Factor: 2.0 Max TC CSI: 0.699 Max BC CSI: 0.514 Max Web CSI: 0.905 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F02 24'6" Common Ply: 1 Qty: 4 Wgt: 198.8 lbs SEQN: 327447 / T1 / COMN FROM: WBC DRW: ... / ... 02/22/2021 24'6" 4'1" 4'1" 7'6-7/8" 3'5-7/8" 8'2" 7-1/8" 12'3" 4'1" 15'4-11/16" 3'1-11/16" 16'6-1/4" 1'1-9/16" 24'1" 7'6-3/4" 24'6" 5" 9' 9' 16'6-1/4" 7'6-1/4" 24'0-1/2" 7'6-1/4" 24'6" 5-1/2" 1'6"1'6" 1' 6 " 3' 9 - 1 / 8 " 11 ' 8 - 1 / 2 " 12 ' 0 - 1 1 / 1 6 " 9'1-1/8"A B C D E F G H I J K L MN 10 12 6 12 3X6 4X6(R) 4X6 2X4 2X4 6X8 6X12(R) 4X4 8X10 3X6 5X5 8X10(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W3, W9 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1996 /- /- /764 /405 /566 K 2030 /- /- /775 /408 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 3.1 K Brg Width = 5.5 Min Req = 2.7 Bearings N & K Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 323 -214 C - D 689 -1812 D - E 693 -1518 E - F 935 -1742 Chords Tens. Comp. F - G 1279 -3486 G - H 1253 -3589 H - I 794 -3682 I - J 126 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1373 -432 M - L 1323 -258 Chords Tens. Comp. L - K 95 -199 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 447 -482 N - C 445 -1986 C - M 258 -145 E - M 399 -493 M - F 229 -565 Webs Tens. Comp. F - L 2883 -791 L - H 735 -885 L - I 2888 -387 K - I 700 -1880 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 H 999 360 VERT(TL): 0.255 H 999 240 HORZ(LL): 0.142 K - - HORZ(TL): 0.210 K - - Creep Factor: 2.0 Max TC CSI: 0.699 Max BC CSI: 0.514 Max Web CSI: 0.905 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F02 24'6" Common Ply: 1 Qty: 4 Wgt: 198.8 lbs SEQN: 327447 / T1 / COMN FROM: WBC DRW: ... / ... 02/22/2021 24'6" 4'1" 4'1" 7'6-7/8" 3'5-7/8" 8'2" 7-1/8" 12'3" 4'1" 15'4-11/16" 3'1-11/16" 16'6-1/4" 1'1-9/16" 24'1" 7'6-3/4" 24'6" 5" 9' 9' 16'6-1/4" 7'6-1/4" 24'0-1/2" 7'6-1/4" 24'6" 5-1/2" 1'6"1'6" 1' 6 " 3' 9 - 1 / 8 " 11 ' 8 - 1 / 2 " 12 ' 0 - 1 1 / 1 6 " 9'1-1/8"A B C D E F G H I J K L MN 10 12 6 12 3X6 4X6(R) 4X6 2X4 2X4 6X8 6X12(R) 4X4 8X10 3X6 5X5 8X10(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2,W4,W5,W6, W10 2x4 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1996 /- /- /767 /403 /578 J 1831 /- /- /609 /368 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 3.1 J Brg Width = 5.5 Min Req = 2.4 Bearings N & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 323 -213 C - D 704 -1813 D - E 708 -1520 Chords Tens. Comp. E - F 939 -1730 F - G 1467 -3390 G - H 1144 -3453 H - I 623 -1816 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1375 -604 M - L 1328 -316 Chords Tens. Comp. L - K 2208 -841 K - J 170 -111 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 446 -481 N - C 427 -1990 C - M 260 -144 E - M 386 -468 M - F 258 -528 F - L 2663 -1043 Webs Tens. Comp. L - G 497 -598 L - H 560 -148 H - K 836 -2162 K - I 2195 -755 J - I 599 -1775 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.151 G 999 360 VERT(TL): 0.222 G 999 240 HORZ(LL): 0.143 J - - HORZ(TL): 0.209 J - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.522 Max Web CSI: 0.897 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F03 24'6" Common Ply: 1 Qty: 3 Wgt: 198.8 lbs SEQN: 327841 / T40 / COMN FROM: WBC DRW: ... / ... 02/22/2021 24'6" 4'1" 4'1" 7'6-7/8" 3'5-7/8" 8'2" 7-1/8" 12'3" 4'1" 16'6-1/4" 4'3-1/4" 21'9-11/16" 5'3-7/16" 24'6" 2'8-5/16" 9' 9' 16'6-1/4" 7'6-1/4" 22'1-3/16" 5'6-15/16" 24'0-1/2" 1'11-5/16" 24'6" 5-1/2" 1'6" 1' 6 " 3' 0 - 7 / 8 " 3' 8 - 1 5 / 1 6 " 3' 9 - 1 / 8 " 11 ' 8 - 1 / 2 " 12 ' 0 - 1 1 / 1 6 " (a) 9'1-1/8" A B C D E F G H I J K L MN 10 12 312 6 12 3X6 4X6(R) 4X6 2X4 2X4 6X8 5X10(R) 8X10 3X4 8X10(SRS) 6X8 5X5 5X7(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2,W4,W5,W6, W10 2x4 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1996 /- /- /767 /403 /578 J 1831 /- /- /609 /368 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req = 3.1 J Brg Width = 5.5 Min Req = 2.4 Bearings N & J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 126 0 B - C 323 -213 C - D 704 -1813 D - E 708 -1520 Chords Tens. Comp. E - F 939 -1730 F - G 1467 -3390 G - H 1144 -3453 H - I 623 -1816 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 1375 -604 M - L 1328 -316 Chords Tens. Comp. L - K 2208 -841 K - J 170 -111 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 446 -481 N - C 427 -1990 C - M 260 -144 E - M 386 -468 M - F 258 -528 F - L 2663 -1043 Webs Tens. Comp. L - G 497 -598 L - H 560 -148 H - K 836 -2162 K - I 2195 -755 J - I 599 -1775 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.151 G 999 360 VERT(TL): 0.222 G 999 240 HORZ(LL): 0.143 J - - HORZ(TL): 0.209 J - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.522 Max Web CSI: 0.897 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F03 24'6" Common Ply: 1 Qty: 3 Wgt: 198.8 lbs SEQN: 327841 / T40 / COMN FROM: WBC DRW: ... / ... 02/22/2021 24'6" 4'1" 4'1" 7'6-7/8" 3'5-7/8" 8'2" 7-1/8" 12'3" 4'1" 16'6-1/4" 4'3-1/4" 21'9-11/16" 5'3-7/16" 24'6" 2'8-5/16" 9' 9' 16'6-1/4" 7'6-1/4" 22'1-3/16" 5'6-15/16" 24'0-1/2" 1'11-5/16" 24'6" 5-1/2" 1'6" 1' 6 " 3' 0 - 7 / 8 " 3' 8 - 1 5 / 1 6 " 3' 9 - 1 / 8 " 11 ' 8 - 1 / 2 " 12 ' 0 - 1 1 / 1 6 " (a) 9'1-1/8" A B C D E F G H I J K L MN 10 12 312 6 12 3X6 4X6(R) 4X6 2X4 2X4 6X8 5X10(R) 8X10 3X4 8X10(SRS) 6X8 5X5 5X7(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W1,W2,W4,W11, W12 2x4 SPF 1650f-1.5E; Lt Bearing Leg: 2x6 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1573 /- /- /569 /343 /583 J 1536 /- /- /555 /336 /- Wind reactions based on MWFRS P Brg Width = 5.0 Min Req = 1.5 J Brg Width = 5.5 Min Req = 2.4 Bearing P is a rigid surface. Bearing J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 636 -1595 B - C 704 -1232 C - D 708 -1064 D - E 120 -327 Chords Tens. Comp. E - F 126 -328 F - G 677 -1065 G - H 636 -1192 H - I 486 -962 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 315 -320 N - M 958 -464 M - L 605 -279 Chords Tens. Comp. L - K 605 -279 K - J 150 -116 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 85 0 A - N 794 -211 P - A 885 -1915 P - O 85 0 N - Q 143 -110 Q - B 139 -130 Q - S 116 -102 B - R 339 -449 R - C 30 -68 S - T 10 -29 S - W 116 -102 T - U 330 -452 D - V 652 -672 U - V 165 -151 V - Z 652 -672 W - X 81 -74 W - Y 114 -101 X - Y 277 -400 Y - M 279 -305 Webs Tens. Comp. M -AA 404 -208 Z - M 54 -37 Z -AC 652 -672 AA-AB 307 -183 AA-AD 121 -63 AB-AD 90 -69 AC-AE 184 -138 AC- F 652 -672 AD-AG 123 -64 AE-AF 277 -190 AF-AG 22 -29 AG-AI 123 -64 G -AH 46 -58 AH- H 258 -173 H -AI 349 -695 AI- K 346 -691 K - I 1031 -379 I - J 569 -1523 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 M 999 360 VERT(TL): 0.135 M 999 240 HORZ(LL): 0.056 B - - HORZ(TL): 0.083 B - - Creep Factor: 2.0 Max TC CSI: 0.465 Max BC CSI: 0.234 Max Web CSI: 0.988 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F04 21'4" Common Ply: 1 Qty: 1 Wgt: 227.5 lbs SEQN: 327775 / T4 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 21'4" 8'1" 2' (TYP) 5-1/2" 5-1/2" 6'1" 5'7-1/2" 9'7-11/16" 3'6-11/16" 12'1" 2'5-5/16" 14'6-5/16" 2'5-5/16" 18'1" 3'6-11/16" 21'4" 3'3" 5-1/2" 5-1/2" 5'9-1/2" 5'4" 6'1" 3-1/2" 12'1" 6' 18'1" 6' 18'4-1/2" 3-1/2" 21'4" 2'11-1/2" 11-7/8" 7-13/16" 4' 11 ' 8 - 1 / 2 " (a) (a) 10'1" 9'1-1/8" A B C D E F G H I JKLMNO P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI 10 12 6X12 3X4 2X4 3X4 3X4 3X6 2X4 4X4 4X4 5X5(R) 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W1,W2,W4,W11, W12 2x4 SPF 1650f-1.5E; Lt Bearing Leg: 2x6 SPF 1650f-1.5E; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1573 /- /- /569 /343 /583 J 1536 /- /- /555 /336 /- Wind reactions based on MWFRS P Brg Width = 5.0 Min Req = 1.5 J Brg Width = 5.5 Min Req = 2.4 Bearing P is a rigid surface. Bearing J Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 636 -1595 B - C 704 -1232 C - D 708 -1064 D - E 120 -327 Chords Tens. Comp. E - F 126 -328 F - G 677 -1065 G - H 636 -1192 H - I 486 -962 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 315 -320 N - M 958 -464 M - L 605 -279 Chords Tens. Comp. L - K 605 -279 K - J 150 -116 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - P 85 0 A - N 794 -211 P - A 885 -1915 P - O 85 0 N - Q 143 -110 Q - B 139 -130 Q - S 116 -102 B - R 339 -449 R - C 30 -68 S - T 10 -29 S - W 116 -102 T - U 330 -452 D - V 652 -672 U - V 165 -151 V - Z 652 -672 W - X 81 -74 W - Y 114 -101 X - Y 277 -400 Y - M 279 -305 Webs Tens. Comp. M -AA 404 -208 Z - M 54 -37 Z -AC 652 -672 AA-AB 307 -183 AA-AD 121 -63 AB-AD 90 -69 AC-AE 184 -138 AC- F 652 -672 AD-AG 123 -64 AE-AF 277 -190 AF-AG 22 -29 AG-AI 123 -64 G -AH 46 -58 AH- H 258 -173 H -AI 349 -695 AI- K 346 -691 K - I 1031 -379 I - J 569 -1523 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 0.93 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 M 999 360 VERT(TL): 0.135 M 999 240 HORZ(LL): 0.056 B - - HORZ(TL): 0.083 B - - Creep Factor: 2.0 Max TC CSI: 0.465 Max BC CSI: 0.234 Max Web CSI: 0.988 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F04 21'4" Common Ply: 1 Qty: 1 Wgt: 227.5 lbs SEQN: 327775 / T4 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 21'4" 8'1" 2' (TYP) 5-1/2" 5-1/2" 6'1" 5'7-1/2" 9'7-11/16" 3'6-11/16" 12'1" 2'5-5/16" 14'6-5/16" 2'5-5/16" 18'1" 3'6-11/16" 21'4" 3'3" 5-1/2" 5-1/2" 5'9-1/2" 5'4" 6'1" 3-1/2" 12'1" 6' 18'1" 6' 18'4-1/2" 3-1/2" 21'4" 2'11-1/2" 11-7/8" 7-13/16" 4' 11 ' 8 - 1 / 2 " (a) (a) 10'1" 9'1-1/8" A B C D E F G H I JKLMNO P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI 10 12 6X12 3X4 2X4 3X4 3X4 3X6 2X4 4X4 4X4 5X5(R) 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6, W10 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 5-8-0 to 17-8-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 2300 /- /- /533 /314 /548 H 2501 /- /- /569 /322 /- Wind reactions based on MWFRS O Brg Width = - Min Req = - H Brg Width = 5.5 Min Req = 3.9 Bearing H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 453 -2274 B - C 633 -1672 C - D 492 -138 Chords Tens. Comp. D - E 397 -131 E - F 637 -1778 F - G 481 -2078 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1811 -1181 N - M 1921 -1243 M - L 3450 -611 L - K 1904 -185 Chords Tens. Comp. K - J 1904 -185 J - I 857 -1907 I - H 823 -1820 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 484 -2053 A - P 1428 -141 O - P 833 -1794 B - P 561 -119 P - N 223 0 P - M 1822 -462 P - Q 309 -1927 M - Q 152 -347 Q - L 479 -424 Q - R 61 -2209 C - E 970 -2007 Webs Tens. Comp. L - S 1536 -360 R - L 7 -261 R - S 61 -2209 S - J 130 -761 S - T 632 -831 J - T 3575 -393 T - I 315 0 T - F 496 -80 T - G 1947 -447 T - H 1851 -893 G - H 682 -2873 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.339 C 741 360 VERT(TL): 0.532 C 471 240 HORZ(LL): 0.277 B - - HORZ(TL): 0.436 B - - Creep Factor: 2.0 Max TC CSI: 0.594 Max BC CSI: 0.645 Max Web CSI: 0.982 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F05 20'11" Attic Ply: 1 Qty: 3 Wgt: 210.0 lbs SEQN: 327891 / T38 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 12' 8' 1 0 - 1 / 4 " 20'11" (J) 5'6-1/4" 5'6-1/4" 9'8-1/2" 4'2-1/4" 11'8" 1'11-1/2" 13'7-1/2" 1'11-1/2" 17'9-3/4" 4'2-1/4" 20'11" 3'1-1/4" 5'6-1/4" 5'6-1/4" 8'6-1/4" 3' 11'8" 3'1-3/4" 14' 2'4" 14'9-3/4" 9-3/4" 17'9-3/4" 3' 20'11" 3'1-1/4" 1'11-13/16" 4' 5' 7 - 9 / 1 6 " 11 ' 8 - 1 / 2 " 9'1-1/8" A B C D E F G HIJKLMNO P Q R S T 10 12 5X7(R) 5X7(R) 3X6 5X10 2X4 3X8 3X4 3X6 3X4 1.5X3 3X12 3X6 3X6 4X6 3X12 5X16 2X4 3X6 6X8(R) 5X7(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x8 DF-L 1950f-1.7E T2 2x4 SPF 1650f-1.5E; Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF 1650f-1.5E W1,W4,W6, W10 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 5-8-0 to 17-8-0. Truss designed for unbalanced snow loads. Purlins Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL O 2300 /- /- /533 /314 /548 H 2501 /- /- /569 /322 /- Wind reactions based on MWFRS O Brg Width = - Min Req = - H Brg Width = 5.5 Min Req = 3.9 Bearing H Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 453 -2274 B - C 633 -1672 C - D 492 -138 Chords Tens. Comp. D - E 397 -131 E - F 637 -1778 F - G 481 -2078 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1811 -1181 N - M 1921 -1243 M - L 3450 -611 L - K 1904 -185 Chords Tens. Comp. K - J 1904 -185 J - I 857 -1907 I - H 823 -1820 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 484 -2053 A - P 1428 -141 O - P 833 -1794 B - P 561 -119 P - N 223 0 P - M 1822 -462 P - Q 309 -1927 M - Q 152 -347 Q - L 479 -424 Q - R 61 -2209 C - E 970 -2007 Webs Tens. Comp. L - S 1536 -360 R - L 7 -261 R - S 61 -2209 S - J 130 -761 S - T 632 -831 J - T 3575 -393 T - I 315 0 T - F 496 -80 T - G 1947 -447 T - H 1851 -893 G - H 682 -2873 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.339 C 741 360 VERT(TL): 0.532 C 471 240 HORZ(LL): 0.277 B - - HORZ(TL): 0.436 B - - Creep Factor: 2.0 Max TC CSI: 0.594 Max BC CSI: 0.645 Max Web CSI: 0.982 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence F05 20'11" Attic Ply: 1 Qty: 3 Wgt: 210.0 lbs SEQN: 327891 / T38 / ATIC FROM: WBC DRW: ... / ... 02/22/2021 12' 8' 1 0 - 1 / 4 " 20'11" (J) 5'6-1/4" 5'6-1/4" 9'8-1/2" 4'2-1/4" 11'8" 1'11-1/2" 13'7-1/2" 1'11-1/2" 17'9-3/4" 4'2-1/4" 20'11" 3'1-1/4" 5'6-1/4" 5'6-1/4" 8'6-1/4" 3' 11'8" 3'1-3/4" 14' 2'4" 14'9-3/4" 9-3/4" 17'9-3/4" 3' 20'11" 3'1-1/4" 1'11-13/16" 4' 5' 7 - 9 / 1 6 " 11 ' 8 - 1 / 2 " 9'1-1/8" A B C D E F G HIJKLMNO P Q R S T 10 12 5X7(R) 5X7(R) 3X6 5X10 2X4 3X8 3X4 3X6 3X4 1.5X3 3X12 3X6 3X6 4X6 3X12 5X16 2X4 3X6 6X8(R) 5X7(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 9.25" o.c. Bot Chord: 1 Row @ 9.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 2X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 554 /- /- /111 /112 /230 E 1038 /- /- /281 /669 /- D* 47 /-106 /- /36 /17 /- Wind reactions based on MWFRS F Brg Width = 7.5 Min Req = 1.5 E Brg Width = 5.5 Min Req = 1.5 D Brg Width = 18.0 Min Req = - Bearings F, E, & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 45 -116 Chords Tens. Comp. B - C 10 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 10 -13 Chords Tens. Comp. E - D 2 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 49 -40 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - E 484 -395 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 E 999 360 VERT(TL): 0.052 E 999 240 HORZ(LL): 0.008 E - - HORZ(TL): 0.010 E - - Creep Factor: 2.0 Max TC CSI: 0.308 Max BC CSI: 0.217 Max Web CSI: 0.072 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H01 7'5-3/4" Gable Ply: 2 Qty: 1 Wgt: 50.4 lbs SEQN: 327765 / T41 / GABL FROM: WBC DRW: ... / ... 02/22/2021 5'9"1'8-3/4" 5'8-7/8" 5'8-7/8" 7'5-3/4" 1'8-7/8" 5'8-7/8" 5'8-7/8" 7'5-3/4" 1'8-7/8" 0-1/4" 1' 1 0 - 1 1 / 1 6 " 9'1-1/8" A B C DEF 3 12 2X4(D8R) 3X4 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 9.25" o.c. Bot Chord: 1 Row @ 9.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 2X4 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 554 /- /- /111 /112 /230 E 1038 /- /- /281 /669 /- D* 47 /-106 /- /36 /17 /- Wind reactions based on MWFRS F Brg Width = 7.5 Min Req = 1.5 E Brg Width = 5.5 Min Req = 1.5 D Brg Width = 18.0 Min Req = - Bearings F, E, & E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 45 -116 Chords Tens. Comp. B - C 10 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 10 -13 Chords Tens. Comp. E - D 2 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 49 -40 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - E 484 -395 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 E 999 360 VERT(TL): 0.052 E 999 240 HORZ(LL): 0.008 E - - HORZ(TL): 0.010 E - - Creep Factor: 2.0 Max TC CSI: 0.308 Max BC CSI: 0.217 Max Web CSI: 0.072 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H01 7'5-3/4" Gable Ply: 2 Qty: 1 Wgt: 50.4 lbs SEQN: 327765 / T41 / GABL FROM: WBC DRW: ... / ... 02/22/2021 5'9"1'8-3/4" 5'8-7/8" 5'8-7/8" 7'5-3/4" 1'8-7/8" 5'8-7/8" 5'8-7/8" 7'5-3/4" 1'8-7/8" 0-1/4" 1' 1 0 - 1 1 / 1 6 " 9'1-1/8" A B C DEF 3 12 2X4(D8R) 3X4 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right cantilever is exposed to wind Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 655 /- /- /202 /162 /116 G 716 /- /- /183 /156 /- Wind reactions based on MWFRS H Brg Width = 7.5 Min Req = 1.5 G Brg Width = 5.5 Min Req = 1.5 Bearings H & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 89 -255 Chords Tens. Comp. C - D 18 -76 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 198 -67 Chords Tens. Comp. G - F 219 -101 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 729 -568 C - F 139 -300 Webs Tens. Comp. D - F 176 -75 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 G 999 360 VERT(TL): 0.031 G 999 240 HORZ(LL): 0.008 G - - HORZ(TL): 0.011 G - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.170 Max Web CSI: 0.421 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H02 7'5-3/4" Mono Ply: 1 Qty: 3 Wgt: 44.8 lbs SEQN: 327847 / T28 / MONO FROM: WBC DRW: ... / ... 02/22/2021 5'11-3/4"1'6" 5'10-3/8" 5'10-3/8" 7'5-3/4" 1'7-3/8" 5'8-5/8" 5'8-5/8" 7'5-3/4" 1'9-1/8"1'6"7-1/2" 5-15/16" 2' 4 - 3 / 8 " 2' 6 - 1 / 4 " 2' 1 0 - 1 / 2 " 9'1-1/8"A B C D E FGH 3 12 2X4(A1T) 4X4 4X4 3X6 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right cantilever is exposed to wind Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 655 /- /- /202 /162 /116 G 716 /- /- /183 /156 /- Wind reactions based on MWFRS H Brg Width = 7.5 Min Req = 1.5 G Brg Width = 5.5 Min Req = 1.5 Bearings H & G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 89 -255 Chords Tens. Comp. C - D 18 -76 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 198 -67 Chords Tens. Comp. G - F 219 -101 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - C 729 -568 C - F 139 -300 Webs Tens. Comp. D - F 176 -75 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 G 999 360 VERT(TL): 0.031 G 999 240 HORZ(LL): 0.008 G - - HORZ(TL): 0.011 G - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.170 Max Web CSI: 0.421 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H02 7'5-3/4" Mono Ply: 1 Qty: 3 Wgt: 44.8 lbs SEQN: 327847 / T28 / MONO FROM: WBC DRW: ... / ... 02/22/2021 5'11-3/4"1'6" 5'10-3/8" 5'10-3/8" 7'5-3/4" 1'7-3/8" 5'8-5/8" 5'8-5/8" 7'5-3/4" 1'9-1/8"1'6"7-1/2" 5-15/16" 2' 4 - 3 / 8 " 2' 6 - 1 / 4 " 2' 1 0 - 1 / 2 " 9'1-1/8"A B C D E FGH 3 12 2X4(A1T) 4X4 4X4 3X6 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right cantilever is exposed to wind Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 655 /- /- /202 /163 /116 F 716 /- /- /184 /153 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 F Brg Width = 5.5 Min Req = 1.5 Bearings G & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 89 -255 Chords Tens. Comp. C - D 20 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 198 -70 Chords Tens. Comp. F - E 219 -108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 719 -568 C - E 148 -300 Webs Tens. Comp. D - E 176 -82 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 F 999 360 VERT(TL): 0.031 F 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.011 F - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.170 Max Web CSI: 0.415 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H03 7'5-3/4" Mono Ply: 1 Qty: 8 Wgt: 40.6 lbs SEQN: 327856 / T44 / MONO FROM: WBC DRW: ... / ... 02/22/2021 5'11-3/4"1'6" 5'10-3/8" 5'10-3/8" 7'5-3/4" 1'7-3/8" 5'8-5/8" 5'8-5/8" 7'5-3/4" 1'9-1/8"1'6" 5-15/16" 2' 4 - 3 / 8 " 2' 8 - 5 / 8 " 9'1-1/8"A B C D EFG 3 12 2X4(A1T) 3X4 3X4(R) 3X6 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Right cantilever is exposed to wind Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 655 /- /- /202 /163 /116 F 716 /- /- /184 /153 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 F Brg Width = 5.5 Min Req = 1.5 Bearings G & F Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 89 -255 Chords Tens. Comp. C - D 20 -76 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 198 -70 Chords Tens. Comp. F - E 219 -108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 719 -568 C - E 148 -300 Webs Tens. Comp. D - E 176 -82 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 F 999 360 VERT(TL): 0.031 F 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.011 F - - Creep Factor: 2.0 Max TC CSI: 0.241 Max BC CSI: 0.170 Max Web CSI: 0.415 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H03 7'5-3/4" Mono Ply: 1 Qty: 8 Wgt: 40.6 lbs SEQN: 327856 / T44 / MONO FROM: WBC DRW: ... / ... 02/22/2021 5'11-3/4"1'6" 5'10-3/8" 5'10-3/8" 7'5-3/4" 1'7-3/8" 5'8-5/8" 5'8-5/8" 7'5-3/4" 1'9-1/8"1'6" 5-15/16" 2' 4 - 3 / 8 " 2' 8 - 5 / 8 " 9'1-1/8"A B C D EFG 3 12 2X4(A1T) 3X4 3X4(R) 3X6 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 789 /- /- /245 /190 /116 D 544 /- /- /153 /130 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 78 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 33 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 513 -452 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.026 D - - HORZ(TL): 0.036 D - - Creep Factor: 2.0 Max TC CSI: 0.538 Max BC CSI: 0.330 Max Web CSI: 0.444 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H04 7'5-3/4" Mono Ply: 1 Qty: 7 Wgt: 35.0 lbs SEQN: 327751 / T37 / MONO FROM: WBC DRW: ... / ... 02/22/2021 7'5-3/4" (J) 7'5-3/4" 7'5-3/4"1'6" 5-15/16" 2' 4 - 3 / 8 " 2' 8 - 5 / 8 " 9'1-1/8"A B C DE 3 12 2X4(A1T) 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 789 /- /- /245 /190 /116 D 544 /- /- /153 /130 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 78 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 33 -26 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 513 -452 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.026 D - - HORZ(TL): 0.036 D - - Creep Factor: 2.0 Max TC CSI: 0.538 Max BC CSI: 0.330 Max Web CSI: 0.444 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H04 7'5-3/4" Mono Ply: 1 Qty: 7 Wgt: 35.0 lbs SEQN: 327751 / T37 / MONO FROM: WBC DRW: ... / ... 02/22/2021 7'5-3/4" (J) 7'5-3/4" 7'5-3/4"1'6" 5-15/16" 2' 4 - 3 / 8 " 2' 8 - 5 / 8 " 9'1-1/8"A B C DE 3 12 2X4(A1T) 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 825 /- /- /255 /194 /122 D 581 /- /- /163 /139 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = 5.5 Min Req = 1.5 Bearings E & D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 81 -137 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 37 -29 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 534 -483 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.032 D - - HORZ(TL): 0.044 D - - Creep Factor: 2.0 Max TC CSI: 0.621 Max BC CSI: 0.396 Max Web CSI: 0.486 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H05 7'11-3/4" Mono Ply: 1 Qty: 2 Wgt: 35.0 lbs SEQN: 327754 / T45 / MONO FROM: WBC DRW: ... / ... 02/22/2021 7'11-3/4" 7'11-3/4" 7'11-3/4"1'6" 5-15/16" 2' 5 - 7 / 8 " 2' 1 0 - 1 / 8 " 9'1-1/8"A B C DE 3 12 2X4(A1T) 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 825 /- /- /255 /194 /122 D 581 /- /- /163 /139 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = 5.5 Min Req = 1.5 Bearings E & D Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 81 -137 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 37 -29 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 534 -483 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.032 D - - HORZ(TL): 0.044 D - - Creep Factor: 2.0 Max TC CSI: 0.621 Max BC CSI: 0.396 Max Web CSI: 0.486 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence H05 7'11-3/4" Mono Ply: 1 Qty: 2 Wgt: 35.0 lbs SEQN: 327754 / T45 / MONO FROM: WBC DRW: ... / ... 02/22/2021 7'11-3/4" 7'11-3/4" 7'11-3/4"1'6" 5-15/16" 2' 5 - 7 / 8 " 2' 1 0 - 1 / 8 " 9'1-1/8"A B C DE 3 12 2X4(A1T) 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Rt Bearing Leg: 2x4 WEST. WOODS Stud; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 8.50" o.c. Bot Chord: 1 Row @ 9.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 709 /- /- /153 /253 /212 D 583 /- /- /152 /431 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -193 Chords Tens. Comp. B - C 134 -139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 162 -199 Chords Tens. Comp. F - E 159 -196 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 108 -133 Webs Tens. Comp. C - D 1018 -873 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - F 111 -67 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 F 942 360 VERT(TL): 0.096 F 721 240 HORZ(LL): 0.014 F - - HORZ(TL): 0.019 F - - Creep Factor: 2.0 Max TC CSI: 0.359 Max BC CSI: 0.349 Max Web CSI: 0.455 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J01 6'5-1/2" Gable Ply: 2 Qty: 1 Wgt: 44.8 lbs SEQN: 327832 / T23 / GABL FROM: WBC DRW: ... / ... 02/22/2021 6'5-1/2" 5'2-3/4" 5'2-3/4" 6'2" 11-1/4" 6'5-1/2" 3-1/2" 5'2-3/4" 5'2-3/4" 6'2" 11-1/4" 6'5-1/2" 3-1/2" 7-1/4" 0-1/4" 1'0-3/8" 1' 7 - 5 / 8 " 10'1-1/8" 10'8-3/8" A B C D EFG 3 12 2X4(D8R) 4X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Rt Bearing Leg: 2x4 WEST. WOODS Stud; Nailnote Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @ 8.50" o.c. Bot Chord: 1 Row @ 9.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X3 except as noted. Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Truss spaced at 24.0" OC designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 2.00 PSF. Top chord must not be cut or notched. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes See DWG GBLLETIN0212 for more requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 709 /- /- /153 /253 /212 D 583 /- /- /152 /431 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 109 -193 Chords Tens. Comp. B - C 134 -139 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 162 -199 Chords Tens. Comp. F - E 159 -196 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 108 -133 Webs Tens. Comp. C - D 1018 -873 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - F 111 -67 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Varies by Ld Case FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.073 F 942 360 VERT(TL): 0.096 F 721 240 HORZ(LL): 0.014 F - - HORZ(TL): 0.019 F - - Creep Factor: 2.0 Max TC CSI: 0.359 Max BC CSI: 0.349 Max Web CSI: 0.455 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J01 6'5-1/2" Gable Ply: 2 Qty: 1 Wgt: 44.8 lbs SEQN: 327832 / T23 / GABL FROM: WBC DRW: ... / ... 02/22/2021 6'5-1/2" 5'2-3/4" 5'2-3/4" 6'2" 11-1/4" 6'5-1/2" 3-1/2" 5'2-3/4" 5'2-3/4" 6'2" 11-1/4" 6'5-1/2" 3-1/2" 7-1/4" 0-1/4" 1'0-3/8" 1' 7 - 5 / 8 " 10'1-1/8" 10'8-3/8" A B C D EFG 3 12 2X4(D8R) 4X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2 2x4 SPF 1650f-1.5E; Rt Bearing Leg: 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 713 /- /- /224 /180 /102 E 470 /- /- /130 /113 /- Wind reactions based on MWFRS B Brg Width = 7.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = 1.5 Bearing E is a rigid surface. Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 636 -828 Chords Tens. Comp. C - D 30 -153 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 762 -794 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 717 -691 E - G 257 -174 Webs Tens. Comp. D - E 1064 -862 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 C 999 360 VERT(TL): 0.032 C 999 240 HORZ(LL): 0.005 G - - HORZ(TL): 0.007 G - - Creep Factor: 2.0 Max TC CSI: 0.362 Max BC CSI: 0.217 Max Web CSI: 0.414 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J02 6'5-1/2" Mono Ply: 1 Qty: 11 Wgt: 33.6 lbs SEQN: 327829 / T19 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 6'5-1/2" 3'1" 3'1" 6'2" 3'1" 6'4" 2" 6'5-1/2" 1-1/2" 5'10-1/2" 5'10-1/2" 6'2" 3-1/2" 6'4" 2" 6'5-1/2" 1-1/2" 1'6" 7-1/4"5-15/16" 1' 6 - 1 / 1 6 " 2' 1 - 5 / 1 6 " 2' 3 - 1 / 2 " 10'1-1/8" 10'8-3/8" A B C D E FG 3 12 2X4(A1T) 1.5X3 3X4(R) 1.5X3 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud W2 2x4 SPF 1650f-1.5E; Rt Bearing Leg: 2x4 SPF 1650f-1.5E; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL B 713 /- /- /224 /180 /102 E 470 /- /- /130 /113 /- Wind reactions based on MWFRS B Brg Width = 7.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = 1.5 Bearing E is a rigid surface. Bearing B Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 B - C 636 -828 Chords Tens. Comp. C - D 30 -153 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 762 -794 Chords Tens. Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 717 -691 E - G 257 -174 Webs Tens. Comp. D - E 1064 -862 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 C 999 360 VERT(TL): 0.032 C 999 240 HORZ(LL): 0.005 G - - HORZ(TL): 0.007 G - - Creep Factor: 2.0 Max TC CSI: 0.362 Max BC CSI: 0.217 Max Web CSI: 0.414 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J02 6'5-1/2" Mono Ply: 1 Qty: 11 Wgt: 33.6 lbs SEQN: 327829 / T19 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 6'5-1/2" 3'1" 3'1" 6'2" 3'1" 6'4" 2" 6'5-1/2" 1-1/2" 5'10-1/2" 5'10-1/2" 6'2" 3-1/2" 6'4" 2" 6'5-1/2" 1-1/2" 1'6" 7-1/4"5-15/16" 1' 6 - 1 / 1 6 " 2' 1 - 5 / 1 6 " 2' 3 - 1 / 2 " 10'1-1/8" 10'8-3/8" A B C D E FG 3 12 2X4(A1T) 1.5X3 3X4(R) 1.5X3 4X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 686 /- /- /212 /153 /98 D 463 /- /- /129 /126 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 84 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 30 -354 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 738 -623 B - D 351 -20 Webs Tens. Comp. C - D 505 -397 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0.287 Max Web CSI: 0.499 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J03 6'2-7/8" Mono Ply: 1 Qty: 3 Wgt: 42.7 lbs SEQN: 327859 / T29 / MONO FROM: WBC DRW: ... / ... 02/22/2021 6'2-7/8" (J) 6'2-7/8" 6'2-7/8"1'6" 1' 5 - 1 5 / 1 6 " 3' 0 - 5 / 8 " 9'1-1/8" A B C DE 3 12 5X7(R) 3X6 3X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 686 /- /- /212 /153 /98 D 463 /- /- /129 /126 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 84 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 30 -354 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 738 -623 B - D 351 -20 Webs Tens. Comp. C - D 505 -397 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0.287 Max Web CSI: 0.499 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J03 6'2-7/8" Mono Ply: 1 Qty: 3 Wgt: 42.7 lbs SEQN: 327859 / T29 / MONO FROM: WBC DRW: ... / ... 02/22/2021 6'2-7/8" (J) 6'2-7/8" 6'2-7/8"1'6" 1' 5 - 1 5 / 1 6 " 3' 0 - 5 / 8 " 9'1-1/8" A B C DE 3 12 5X7(R) 3X6 3X6 3X6(R) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 491 /- /- /158 /129 /67 D 264 /- /- /69 /77 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 65 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 14 -238 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 579 -457 B - D 266 -17 Webs Tens. Comp. D - C 264 -225 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.119 Max BC CSI: 0.077 Max Web CSI: 0.341 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J05 3'5-1/2" Mono Ply: 1 Qty: 2 Wgt: 26.6 lbs SEQN: 327817 / T24 / MONO FROM: WBC DRW: ... / ... 02/22/2021 3'5-1/2" 3'4" 3'4" 3'5-1/2" 1-1/2" 1'6" 1' 5 - 1 5 / 1 6 " 3-1/2" 2' 0 - 1 3 / 1 6 " 2' 4 - 5 / 1 6 " 9'1-1/8" 9'4-5/8" A B C DE 3 12 3X6(R) 3X6 3X4(R) 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 491 /- /- /158 /129 /67 D 264 /- /- /69 /77 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 65 -87 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 14 -238 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 579 -457 B - D 266 -17 Webs Tens. Comp. D - C 264 -225 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.119 Max BC CSI: 0.077 Max Web CSI: 0.341 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence J05 3'5-1/2" Mono Ply: 1 Qty: 2 Wgt: 26.6 lbs SEQN: 327817 / T24 / MONO FROM: WBC DRW: ... / ... 02/22/2021 3'5-1/2" 3'4" 3'4" 3'5-1/2" 1-1/2" 1'6" 1' 5 - 1 5 / 1 6 " 3-1/2" 2' 0 - 1 3 / 1 6 " 2' 4 - 5 / 1 6 " 9'1-1/8" 9'4-5/8" A B C DE 3 12 3X6(R) 3X6 3X4(R) 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 586 /- /- /189 /163 /80 D 341 /- /- /91 /78 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 83 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 23 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - C 344 -282 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D - - HORZ(TL): 0.009 D - - Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.146 Max Web CSI: 0.234 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence K01 4'7-3/4" Mono Ply: 1 Qty: 3 Wgt: 23.1 lbs SEQN: 327862 / T46 / MONO FROM: WBC DRW: ... / ... 02/22/2021 4'7-3/4" 4'6-1/4" 4'6-1/4" 4'7-3/4" 1-1/2" 1'6" 5-15/16"3-1/2" 1' 4 - 3 / 8 " 1' 7 - 7 / 8 " 2' 0 - 1 / 8 " 10'6" 10'9-1/2"A B C DE 3 12 2X4(A1T) 2X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 586 /- /- /189 /163 /80 D 341 /- /- /91 /78 /- Wind reactions based on MWFRS E Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing E Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 83 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 23 -15 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - C 344 -282 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D - - HORZ(TL): 0.009 D - - Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.146 Max Web CSI: 0.234 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence K01 4'7-3/4" Mono Ply: 1 Qty: 3 Wgt: 23.1 lbs SEQN: 327862 / T46 / MONO FROM: WBC DRW: ... / ... 02/22/2021 4'7-3/4" 4'6-1/4" 4'6-1/4" 4'7-3/4" 1-1/2" 1'6" 5-15/16"3-1/2" 1' 4 - 3 / 8 " 1' 7 - 7 / 8 " 2' 0 - 1 / 8 " 10'6" 10'9-1/2"A B C DE 3 12 2X4(A1T) 2X4 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Rt Bearing Leg: 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 796 /- /- /247 /190 /118 D 559 /- /- /155 /135 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 93 -324 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 239 -229 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - F 124 0 Webs Tens. Comp. C - D 1752 -1649 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 F 999 360 VERT(TL): 0.081 F 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.028 F - - Creep Factor: 2.0 Max TC CSI: 0.439 Max BC CSI: 0.307 Max Web CSI: 0.569 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence K02 7'7-3/4" Special Ply: 1 Qty: 8 Wgt: 37.8 lbs SEQN: 327865 / T48 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 7'7-3/4" 7'4-1/4" 7'4-1/4" 7'6-1/4" 2" 7'7-3/4" 1-1/2" 7'2-1/2" 7'2-1/2" 7'4-1/4" 1-3/4" 7'6-1/4" 2" 7'7-3/4" 1-1/2" 1'6" 7-1/4"5-15/16" 1' 9 - 5 / 8 " 2' 4 - 7 / 8 " 2' 9 - 1 / 8 " 10'6" 11'1-1/4" A B C D EFG 3 12 2X4(A1T) 4X6(R) 2X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 WEST. WOODS Stud Rt Bearing Leg: 2x4 WEST. WOODS Stud; Plating Notes Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Unbalanced snow loads have not been considered. Wind Wind loads based on MWFRS with additional C&C member design. Uplifts based on an elevation of 5000 ft. Additional Notes Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 796 /- /- /247 /190 /118 D 559 /- /- /155 /135 /- Wind reactions based on MWFRS G Brg Width = 7.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = 1.5 Bearing D is a rigid surface. Bearing G Fcperp = 405psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens. Comp. B - C 93 -324 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 239 -229 Chords Tens. Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - F 124 0 Webs Tens. Comp. C - D 1752 -1649 Loading Criteria (psf) TCLL: 50.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 70.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 175 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: 70.0 Ct: 1.1 CAT: II Pf: 53.9 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Code / Misc Criteria Bldg Code: IBC 2018 Res TPI Std: 2014 Rep Factors Used: Yes FT/RT: 10(0)/3(3) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 F 999 360 VERT(TL): 0.081 F 999 240 HORZ(LL): 0.021 F - - HORZ(TL): 0.028 F - - Creep Factor: 2.0 Max TC CSI: 0.439 Max BC CSI: 0.307 Max Web CSI: 0.569 Mfg Specified Camber: VIEW Ver: 20.02.00A.1020.21 DA012621 Miranda Residence ,Dallman Construction ,Miranda Residence K02 7'7-3/4" Special Ply: 1 Qty: 8 Wgt: 37.8 lbs SEQN: 327865 / T48 / SPEC FROM: WBC DRW: ... / ... 02/22/2021 7'7-3/4" 7'4-1/4" 7'4-1/4" 7'6-1/4" 2" 7'7-3/4" 1-1/2" 7'2-1/2" 7'2-1/2" 7'4-1/4" 1-3/4" 7'6-1/4" 2" 7'7-3/4" 1-1/2" 1'6" 7-1/4"5-15/16" 1' 9 - 5 / 8 " 2' 4 - 7 / 8 " 2' 9 - 1 / 8 " 10'6" 11'1-1/4" A B C D EFG 3 12 2X4(A1T) 4X6(R) 2X4 3X6 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Load Short Form April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Information InfiltrationClgHtg SimplifiedMethod84-1Outside db (°F) Semi-tightConstruction quality7570Inside db (°F) 0Fireplaces971Design TD (°F) H-Daily range 5030Inside humidity (%) -1138Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Carrier Infinity 96 Two-Stage ...Trade CARRIER Model 59TN6B100C21--22 Cond 24ACC660B00310 AHRI ref 0 Coil CNPVP6024ALA+59TN6B100C21--22 AHRI ref 203835899 Efficiency 96.1 AFUE Efficiency 12.5 EER, 15 SEER Heating input Btuh100000 Sensible cooling Btuh38500 Heating output Btuh68600 Latent cooling Btuh16500 Temperature rise °F42 Total cooling Btuh55000 Actual air flow cfm1950 Actual air flow cfm1950 Air flow factor cfm/Btuh0.049 Air flow factor cfm/Btuh0.064 Static pressure in H2O0.80 Static pressure in H2O0.80 Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Upper Level p 667 7320 3229 356 208 Main Level p 1711 32813 27057 1594 1742 Entire House p 2377 40133 30286 1950 1950 Other equip loads 4822 611 Equip. @ 0.89 RSM 27499 Latent cooling 7 TOTALS 2377 44954 27506 1950 1950 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Load Short Form April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Information InfiltrationClgHtg SimplifiedMethod84-1Outside db (°F) Semi-tightConstruction quality7570Inside db (°F) 0Fireplaces971Design TD (°F) H-Daily range 5030Inside humidity (%) -1138Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0 Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Pwdr.30 29 3 1 0 Kitchen 160 950 1443 46 93 Dining 178 2465 1772 120 114 Office 121 1875 1147 91 74 WIC 81 829 256 40 16 Laundry 52 718 1053 35 68 Hall 43 76 22 4 1 M Bath 121 2354 910 114 59 M Bedroom 237 3927 3993 191 257 Living 473 14650 13519 712 870 Mud 55 1360 657 66 42 Pantry 38 37 4 2 0 Entry 121 3543 2278 172 147 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW Main Level p 1711 32813 27057 1594 1742 Other equip loads 0 0 Equip. @ 0.89 RSM 24081 Latent cooling 148 TOTALS 1711 32813 24229 1594 1742 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 4 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Load Short Form April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Information InfiltrationClgHtg SimplifiedMethod84-1Outside db (°F) Semi-tightConstruction quality7570Inside db (°F) 0Fireplaces971Design TD (°F) H-Daily range 5030Inside humidity (%) -1138Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0 Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Loft/Stair 260 2700 1378 131 89 Bedroom 3 161 2106 897 102 58 Bath 2 47 535 233 26 15 Bedroom 2 161 1921 692 93 45 Storage 39 59 29 3 2 Upper Level p 667 7320 3229 356 208 Other equip loads 0 0 Equip. @ 0.89 RSM 2874 Latent cooling 312 TOTALS 667 7320 3185 356 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Loads for Multiple Orientations April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)26711 26473 23877 27374 26781 26290 25628 27499 Latent Load (Btuh)7 7 7 7 7 7 7 7 Total Load (Btuh)26718 26480 23884 27381 26787 26297 25635 27506 Heating AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950 Cooling AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 5000 10000 15000 20000 25000 30000 N NE E SE S SW W NW Front Door faces NorthwestCurrent Orientation: Front Door faces NorthwestHighest Cooling Load: Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Loads for Multiple Orientations April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)3118 3399 3395 3736 3846 3564 2988 2874 Latent Load (Btuh)312 312 312 312 312 312 312 312 Total Load (Btuh)3430 3711 3707 4048 4158 3876 3300 3185 Heating AVF (cfm)356 356 356 356 356 356 356 356 Cooling AVF (cfm)229 249 276 270 286 270 231 208 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 1000 2000 3000 4000 5000 N NE E SE S SW W NW Front Door faces NorthwestCurrent Orientation: Front Door faces SouthHighest Cooling Load: Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Loads for Multiple Orientations April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)23411 23235 20574 23201 22390 22182 22215 24081 Latent Load (Btuh)148 148 148 148 148 148 148 148 Total Load (Btuh)23559 23383 20722 23349 22538 22331 22363 24229 Heating AVF (cfm)1594 1594 1594 1594 1594 1594 1594 1594 Cooling AVF (cfm)1721 1701 1674 1680 1664 1680 1719 1742 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 5000 10000 15000 20000 25000 N NE E SE S SW W NW Front Door faces NorthwestCurrent Orientation: Front Door faces NorthwestHighest Cooling Load: Bold/italic values have been manually overridden 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Building Analysis April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Other Ceilings Floors Infiltration Ventilation % of loadBtuhBtuh/ft²Component 22.5101224.2Walls 40.81832022.7Glazing 1.464627.7Doors 5.826161.5Ceilings 3.716781.01.0Floors 15.067502.2Infiltration 00Ducts 00Piping 00Humidification 10.74822Ventilation0Adjustments 100.044954Total Cooling Walls Glazing Other Ceilings Internal Gains % of loadBtuhBtuh/ft²Component 4.513850.6Walls 74.92313228.6Glazing 0.51416.0Doors 4.714370.8Ceilings 0.72130.1Floors 1.54580.2Infiltration 00Ducts 2.0611Ventilation 11.43520Internal gains 00Blower 0Adjustments 100.030897Total Latent Cooling Load = 7 Btuh Overall U-va lue = 0.0 80 Btuh/ft²-°F WARNING: window to floor area ratio = 34.0% - more than 25%. Bold/italic values have been manually overridden 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Building Analysis April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Other Ceilings Floors Infiltration % of loadBtuhBtuh/ft²Component 21.771164.2Walls 51.11677522.7Glazing 2.064627.7Doors 4.915971.5Ceilings 5.116781.01.0Floors 15.250002.2Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.032813Total Cooling Walls Glazing OtherCeilings Internal Gains % of loadBtuhBtuh/ft²Component 3.59410.6Walls 79.42148629.0Glazing 0.51416.0Doors 3.28770.8Ceilings 0.82130.1Floors 1.33400.2Infiltration 00Ducts 00Ventilation 11.33060Internal gains 00Blower 0Adjustments 100.027057Total Latent Cooling Load = 148 Btuh Overall U-va lue = 0.0 88 Btuh/ft²-°F WARNING: window to floor area ratio = 43.2% - more than 25%. Bold/italic values have been manually overridden 2021-Apr-26 10:25:51 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Building Analysis April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Ceilings Infiltration % of loadBtuhBtuh/ft²Component 41.130064.2Walls 21.1154522.7Glazing 000Doors 13.910191.5Ceilings 0000Floors 23.917502.2Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.07320Total Cooling Walls Glazing Ceilings Infiltration Internal Gains % of loadBtuhBtuh/ft²Component 13.84450.6Walls 51.0164524.2Glazing 000Doors 17.35600.8Ceilings 000Floors 3.71190.2Infiltration 00Ducts 00Ventilation 14.2460Internal gains 00Blower 0Adjustments 100.03229Total Latent Cooling Load = 312 Btuh Overall U-va lue = 0.0 54 Btuh/ft²-°F Data entries checked. Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Component Constructions April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Exterior Wall - R21wood2019: Frm wall, stucco ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 3740.6125314.1521.00.058610ne 3560.6124094.1521.00.058580se 3970.6126824.1521.00.058646sw 2510.6117004.1521.00.058409nw 13790.6193214.1521.00.0582245all Partitions Partition Wall - R20 2020 USE: Frm wall, 5/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 70.048014.4120.00.062182 Windows Exterior Glass Door - 3232: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 8 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht 46222.646422.700.32020ne 1959.0349022.700.32022sw 1788.4744721.300.30021n 83413.2140222.200.30063all Sliding Glass Door - 3232: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 7 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 108622.6109122.700.32048ne 181022.6181822.700.32080ne 4629.63109122.700.32048se 335819.1399922.700.320176all Window - Operable - 3232 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 72422.672722.700.32032ne 86022.686322.700.32038ne 173628.3139322.700.32061se 359528.3288522.700.320127sw 165922.6166622.700.32073nw 857325.8753522.700.320332all Window - Fixed - 3232: 2 glazing, clr low-e outr, air gas, insulated vinyl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 195328.3156822.700.32069se 232128.3186322.700.32082sw 167422.6168122.700.32074nw 594826.4511222.700.320225all Window - Operable - 3232 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 7 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 1089.0327322.700.32012sw Doors Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 11D0: Door, wd sc type 1416.0464627.700.39023nw Ceilings Roof-R45: Attic ceiling, asphalt shingles roof mat, r-45 ceil ins, 5/8" gypsum board int fnsh 4940.848991.5345.00.022588 Roof-R45: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 9430.8417171.5345.00.0221123 Floors 19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 180.151461.2130.00.049121 Main Level Floor at crawlspace - wood floor R-19 2020 AAA: Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, tight crwl ovr, r-19 wall insul 1940.1215320.9619.00.0531590 Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Component Constructions April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Exterior Wall - R21wood2019: Frm wall, stucco ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1480.6110014.1521.00.058241ne 1190.618034.1521.00.058194se 710.614824.1521.00.058116sw 1070.617204.1521.00.058174nw 4450.6130064.1521.00.058724all Partitions (none) Windows Window - Operable - 3232 2020: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 86022.686322.700.32038ne Window - Fixed - 3232: 2 glazing, clr low-e outr, air gas, insulated vinyl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 28328.322722.700.32010sw 45222.645422.700.32020nw 73524.568222.700.32030all Doors (none) Ceilings Roof-R45: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 5600.8410191.5345.00.022667 Floors (none) Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 4 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Component Constructions April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Exterior Wall - R21wood2019: Frm wall, stucco ext, 5/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 2260.6115304.1521.00.058369ne 2370.6116054.1521.00.058387se 3250.6122004.1521.00.058530sw 1450.619794.1521.00.058236nw 9340.6163154.1521.00.0581521all Partitions Partition Wall - R20 2020 USE: Frm wall, 5/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 70.048014.4120.00.062182 Windows Exterior Glass Door - 3232: 2 glazing, clr low-e outr, air gas, wd frm mat, clr innr, 1/2" gap, 1/8" thk; 8 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht 46222.646422.700.32020ne 1959.0349022.700.32022sw 1788.4744721.300.30021n 83413.2140222.200.30063all Sliding Glass Door - 3232: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 7 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 108622.6109122.700.32048ne 181022.6181822.700.32080ne 4629.63109122.700.32048se 335819.1399922.700.320176all Window - Operable - 3232 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 72422.672722.700.32032ne 173628.3139322.700.32061se 359528.3288522.700.320127sw 165922.6166622.700.32073nw 771326.3667222.700.320294all Window - Fixed - 3232: 2 glazing, clr low-e outr, air gas, insulated vinyl frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht 195328.3156822.700.32069se 203828.3163622.700.32072sw 122122.6122722.700.32054nw 521226.7443022.700.320195all Window - Operable - 3232 2019: 2 glazing, clr low-e outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 1/8" thk; 7 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 1089.0327322.700.32012sw Doors 11D0: Door, wd sc type 1416.0464627.700.39023nw Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 5 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW Ceilings Roof-R45: Attic ceiling, asphalt shingles roof mat, r-45 ceil ins, 5/8" gypsum board int fnsh 4940.848991.5345.00.022588 Roof-R45: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 5/8" gypsum board int fnsh 3830.846981.5345.00.022456 Floors 19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19 cav ins, tight crwl ovr, r-11 wall insul 180.151461.2130.00.049121 Main Level Floor at crawlspace - wood floor R-19 2020 AAA: Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, tight crwl ovr, r-19 wall insul 1940.1215320.9619.00.0531590 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Project Summary April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor:2742 Ypsilon Circle, Estes Park, CO 80517 Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-1 Outside db °F84Inside db °F70 Inside db °F75 Design TD °F71 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh40133 Structure Btuh30286 Ducts Btuh0 Ducts Btuh0Central vent (82 cfm)4822 Btuh Central vent (82 cfm)Btuh611 Outside air Outside airHumidificationBtuh0Blower Btuh0 Piping Btuh0Equipment load Btuh44954 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh27499 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh460 Ducts Btuh0Central vent (82 cfm)Btuh-453 CoolingHeating Outside air23772377Area (ft²)Equipment latent load Btuh7 2448324483Volume (ft³)Air changes/hour 0.150.28 Equipment Total Load (Sen+Lat)Btuh27506 Equiv. AVF (cfm)61114 Req. total capacity at 0.70 SHR ton3.3 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Infinity 96 Two-Stage ...Trade CARRIER Model 59TN6B100C21--22 Cond 24ACC660B00310AHRI ref 0 Coil CNPVP6024ALA+59TN6B100C21--22 AHRI ref 203835899Efficiency96.1 AFUE Efficiency 12.5 EER, 15 SEER Heating input Btuh100000 Sensible cooling Btuh38500Heating output Btuh68600 Latent cooling Btuh16500 Temperature rise °F42 Total cooling Btuh55000Actual air flow cfm1950 Actual air flow cfm1950 Air flow factor cfm/Btuh0.049 Air flow factor cfm/Btuh0.064Static pressure in H2O0.80 Static pressure in H2O0.80 Space thermostat Load sensible heat ratio 1.00 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Project Summary April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor:2742 Ypsilon Circle, Estes Park, CO 80517 Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-1 Outside db °F84Inside db °F70 Inside db °F75 Design TD °F71 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh32813 Structure Btuh27057 Ducts Btuh0 Ducts Btuh0Central vent (59 cfm)0 Btuh Central vent (59 cfm)Btuh0 Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh32813 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh24081 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh148 Ducts Btuh0Central vent (59 cfm)Btuh0 CoolingHeating17111711Area (ft²)Equipment latent load Btuh148 1848518485Volume (ft³)Air changes/hour 0.150.27 Equipment Total Load (Sen+Lat)Btuh24229 Equiv. AVF (cfm)4585 Req. total capacity at 0.70 SHR ton2.9 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref n/a Coil n/a AHRI ref n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Project Summary April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor:2742 Ypsilon Circle, Estes Park, CO 80517 Notes: Design Information Craig, Creig-Moffit Field, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F-1 Outside db °F84Inside db °F70 Inside db °F75 Design TD °F71 Design TD °F9Daily range H Relative humidity %50Moisture difference gr/lb-11 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh7320 Structure Btuh3229 Ducts Btuh0 Ducts Btuh0Central vent (23 cfm)0 Btuh Central vent (23 cfm)Btuh0 Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh7320 Use manufacturer's data n Rate/swing multiplier 0.89InfiltrationEquipment sensible load Btuh2874 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh312 Ducts Btuh0Central vent (23 cfm)Btuh0 CoolingHeating667667Area (ft²)Equipment latent load Btuh312 59995999Volume (ft³)Air changes/hour 0.160.30 Equipment Total Load (Sen+Lat)Btuh3185 Equiv. AVF (cfm)1630 Req. total capacity at 0.70 SHR ton0.3 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref n/a Coil n/a AHRI ref n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:AED Assessment April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 24,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 40.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 4310 Btuh (PFG - ALP) Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:AED Assessment April 26, 2021Date:Main Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 41.0%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 4260 Btuh (PFG - ALP) Bold/italic values have been manually overridden 2021-Apr-26 10:25:52 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:AED Assessment April 26, 2021Date:Upper Level TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temp era ture (°F)Craig, Creig-Moffit Field, CO, US 971Design TD (°F)ft7522Elevation: 5030Relative humidity (%)°N41Latitude: Outdoor:-10.837.8Moisture difference (gr/lb)CoolingHeating Infiltration:84-1Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 31.9%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 50 Btuh (PFG - ALP) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Entire House TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Entire House Upper Level 2 Exposed wall 306.0 ft 88.0 ft 3 Room height 10.3 pft 9.0 pft 4 Room dimensions 5 Room area 2377.0 f t²666.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 828 610 2531 374 279 241 1001 148 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 20 0 464 462 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 48 0 1091 1086 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 80 0 1818 1810 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 32 0 727 724 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 38 0 863 860 38 0 863 860 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 759 580 2409 356 194 194 803 119 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 48 47 1091 462 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 69 0 1568 1953 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 61 0 1393 1736 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 889 646 2682 397 126 116 482 71 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 22 22 490 195 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 82 0 1863 2321 10 0 227 283 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 127 0 2885 3595 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 12 12 273 108 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 580 409 1700 251 194 174 720 107 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 74 0 1681 1674 20 0 454 452 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 73 0 1666 1659 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 23 23 646 141 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 203 182 801 7 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 21 0 447 178 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 588 588 899 494 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 1123 1123 1717 943 667 667 1019 560 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 121 121 146 18 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 1590 1590 1532 194 0 0 0 0 6 c) AED excursion 4310 50 Envelope loss/gain 33383 26308 5570 2650 12 a)Infiltration 6750 458 1750 119 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 2 460 Appliances/other 2600 0 Subtotal (lines 6 to 13)40133 30286 7320 3229 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 40133 30286 7320 3229 15 Duct loads 0%0%0 0 0%0%0 0 Total room load 40133 30286 7320 3229 Air required (cfm)Air required (cfm)1950 1950 356 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 2...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Entire House TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Main Level 2 Exposed wall 218.0 ft 3 Room height 10.8 pft 4 Room dimensions 5 Room area 1710.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area Load number (Bt uh/f t²-°F)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Exterior Wall - R21w 0.058 ne 4.15 0.61 549 369 1530 226 .G Exterior Glass Door 0.320 ne 22.72 22.62 20 0 464 462 .G Sliding Glass Door -0.320 ne 22.72 22.62 48 0 1091 1086 .G Sliding Glass Door -0.320 ne 22.72 22.62 80 0 1818 1810 1 1 G Window - Operable -0.320 ne 22.72 22.62 32 0 727 724 G Window - Operable -0.320 ne 22.72 22.62 0 0 0 0 W Exterior Wall - R21w 0.058 se 4.15 0.61 565 387 1605 237 G Sliding Glass Door -0.320 se 22.72 9.63 48 47 1091 462 G Window - Fixed - 323 0.320 se 22.72 28.31 69 0 1568 1953 G Window - Operable -0.320 se 22.72 28.31 61 0 1393 1736 W Exterior Wall - R21w 0.058 sw 4.15 0.61 763 530 2200 325 G Exterior Glass Door 0.320 sw 22.72 9.03 22 22 490 195 G Window - Fixed - 323 0.320 sw 22.72 28.31 72 0 1636 2038 G Window - Operable -0.320 sw 22.72 28.31 127 0 2885 3595 G Window - Operable -0.320 sw 22.72 9.03 12 12 273 108 W Exterior Wall - R21w 0.058 nw 4.15 0.61 387 236 979 145 G Window - Fixed - 323 0.320 nw 22.72 22.62 54 0 1227 1221 G Window - Operable -0.320 nw 22.72 22.62 73 0 1666 1659 D 11D0 0.390 nw 27.69 6.04 23 23 646 141 P Partition Wall - R20 0.062 -4.41 0.04 203 182 801 7 G Exterior Glass Door 0.300 n 21.30 8.47 21 0 447 178 C Roof-R45 0.022 -1.53 0.84 588 588 899 494 C Roof-R45 0.022 -1.53 0.84 456 456 698 383 F 19C-19cscp 0.049 -1.21 0.15 121 121 146 18 F Main Level Floor at 0.053 -0.96 0.12 1590 1590 1532 194 6 c) AED excursion 4260 Envelope loss/gain 27812 23658 12 a)Infiltration 5000 340 b)Room ventilation 0 0 13 Internal gains:Occupants @ 230 2 460 Appliances/other 2600 Subtotal (lines 6 to 13)32813 27057 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 32813 27057 15 Duct loads 0%0%0 0 Total room load 32813 27057 Air required (cfm)1594 1742 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 3...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Main Level Pwdr. 2 Exposed wall 218.0 ft 0 ft 3 Room height 10.8 pft 9.0 heat/coolft 4 Room dimensions ft6.0x5.0 5 Room area 1710.5 f t²30.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 549 369 1530 226 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 20 0 464 462 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 48 0 1091 1086 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 80 0 1818 1810 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 32 0 727 724 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 565 387 1605 237 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 48 47 1091 462 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 69 0 1568 1953 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 61 0 1393 1736 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 763 530 2200 325 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 22 22 490 195 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 72 0 1636 2038 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 127 0 2885 3595 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 12 12 273 108 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 387 236 979 145 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 54 0 1227 1221 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 73 0 1666 1659 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 23 23 646 141 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 203 182 801 7 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 21 0 447 178 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 588 588 899 494 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 456 456 698 383 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 121 121 146 18 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 1590 1590 1532 194 30 30 29 4 6 c) AED excursion 4260 0 Envelope loss/gain 27812 23658 29 3 12 a)Infiltration 5000 340 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 2600 0 Subtotal (lines 6 to 13)32813 27057 29 3 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 32813 27057 29 3 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 32813 27057 29 3 Air required (cfm)Air required (cfm)1594 1742 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 4...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Kitchen Dining 2 Exposed wall 10.0 ft 13.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft16.0x10.0 ft15.5x11.5 5 Room area 160.0 f t²178.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 90 78 324 48 104 24 98 14 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 80 0 1818 1810 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 12 0 273 271 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 18 18 75 11 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 23 23 35 19 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 160 160 154 20 178 178 172 22 6 c) AED excursion -110 -123 Envelope loss/gain 751 229 2197 1754 12 a)Infiltration 199 14 268 18 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13)950 1443 2465 1772 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 950 1443 2465 1772 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 950 1443 2465 1772 Air required (cfm)Air required (cfm)46 93 120 114 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 5...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Office WIC 2 Exposed wall 13.0 ft 9.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft11.0x11.0 ft9.0x9.0 5 Room area 121.0 f t²81.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 99 51 212 31 81 75 311 46 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 48 0 1091 1086 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 6 0 136 136 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 18 18 75 11 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 81 81 123 68 81 81 124 68 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 121 121 117 15 81 81 78 10 6 c) AED excursion -81 -16 Envelope loss/gain 1617 1130 650 244 12 a)Infiltration 259 18 179 12 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)1875 1147 829 256 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1875 1147 829 256 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1875 1147 829 256 Air required (cfm)Air required (cfm)91 74 40 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 6...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Laundry Hall 2 Exposed wall 6.5 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft8.0x6.5 ft4.5x9.5 5 Room area 52.0 f t²42.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 59 47 193 29 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 12 12 273 108 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 23 23 34 19 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 48 48 73 40 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 52 52 50 6 43 43 41 5 6 c) AED excursion 360 -2 Envelope loss/gain 589 544 76 22 12 a)Infiltration 129 9 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13)718 1053 76 22 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 718 1053 76 22 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 718 1053 76 22 Air required (cfm)Air required (cfm)35 68 4 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 7...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name M Bath M Bedroom 2 Exposed wall 29.5 ft 29.5 ft 3 Room height 9.0 heat/coolft 10.0 heat/coolft 4 Room dimensions ft121.0x1.0 ft237.0x1.0 5 Room area 121.0 f t²237.0 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 99 93 386 57 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 6 0 136 136 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 117 105 436 64 115 100 415 61 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 0 0 0 0 15 0 341 425 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 12 0 273 340 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 50 50 206 30 150 86 359 53 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 22 22 490 195 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 42 0 954 1189 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 30 30 125 18 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 121 121 185 102 237 237 362 199 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 121 121 146 18 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 0 0 0 0 237 237 228 29 6 c) AED excursion 122 1319 Envelope loss/gain 1768 870 3275 3488 12 a)Infiltration 587 40 652 44 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13)2354 910 3927 3993 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 2354 910 3927 3993 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2354 910 3927 3993 Air required (cfm)Air required (cfm)114 59 191 257 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 8...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Living Mud 2 Exposed wall 58.0 ft 15.0 ft 3 Room height 15.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft473.3x1.0 ft6.5x8.5 5 Room area 473.3 f t²55.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 0 0 0 0 77 48 200 30 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 20 0 464 462 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 8 0 182 181 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 315 164 680 100 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 48 47 1091 462 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 54 0 1227 1528 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 49 0 1121 1396 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 401 281 1167 173 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 72 0 1636 2038 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 48 0 1091 1359 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 280 153 634 94 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 54 0 1227 1221 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 73 0 1666 1659 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 59 59 258 2 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 23 23 35 19 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 298 298 455 250 0 0 0 0 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 473 473 456 58 55 55 53 7 6 c) AED excursion 2131 -55 Envelope loss/gain 12449 12469 1191 646 12 a)Infiltration 2201 149 169 11 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 900 0 Subtotal (lines 6 to 13)14650 13519 1360 657 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 14650 13519 1360 657 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 14650 13519 1360 657 Air required (cfm)Air required (cfm)712 870 66 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 9...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Main Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Pantry Entry 2 Exposed wall 0 ft 34.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft38.3x1.0 ft120.8x1.0 5 Room area 38.3 f t²120.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 0 0 0 0 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 22.7222.72 9.639.63 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 0 0 0 0 104 67 276 41 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 37 0 841 1047 GG Window - Operable -0.320Window - Operable -0.320 swsw 22.7222.72 9.039.03 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 59 35 146 22 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 27.6927.69 6.046.04 0 0 0 0 23 23 646 141 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --4.414.41 0.040.04 0 0 0 0 144 123 543 5 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 21.3021.30 8.478.47 0 0 0 0 21 0 447 178 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 0 0 0 0 111 111 169 93 FF 19C-19cscp19C-19cscp 0.0490.049 --1.211.21 0.150.15 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.960.96 0.120.12 38 38 37 5 121 121 116 15 6 c) AED excursion 0 713 Envelope loss/gain 37 4 3185 2254 12 a)Infiltration 0 0 358 24 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)37 4 3543 2278 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 37 4 3543 2278 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 37 4 3543 2278 Air required (cfm)Air required (cfm)2 0 172 147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 10...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Upper Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Upper Level Loft/Stair 2 Exposed wall 88.0 ft 30.5 ft 3 Room height 9.0 pft 9.0 heat/coolft 4 Room dimensions ft259.5x1.0 5 Room area 666.5 f t²259.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 279 241 1001 148 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 38 0 863 860 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 194 194 803 119 68 68 280 41 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 126 116 482 71 126 116 482 71 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 10 0 227 283 10 0 227 283 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 194 174 720 107 81 61 253 37 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 20 0 454 452 20 0 454 452 GG Window - Operable -0.320Window - Operable -0.320 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 667 667 1019 560 260 260 397 218 FF 19C-19cscp19C-19cscp 0.0490.049 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 50 233 Envelope loss/gain 5570 2650 2094 1337 12 a)Infiltration 1750 119 607 41 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)7320 3229 2700 1378 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 7320 3229 2700 1378 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 7320 3229 2700 1378 Air required (cfm)Air required (cfm)356 208 131 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 11...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Upper Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Bedroom 3 Bath 2 2 Exposed wall 26.0 ft 5.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft160.8x1.0 ft8.5x5.5 5 Room area 160.8 f t²46.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 122 102 421 62 50 42 172 25 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 20 0 454 452 8 0 182 181 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 113 113 467 69 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 161 161 246 135 47 47 71 39 FF 19C-19cscp19C-19cscp 0.0490.049 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -87 -20 Envelope loss/gain 1589 631 426 225 12 a)Infiltration 517 35 109 7 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)2106 897 535 233 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 2106 897 535 233 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2106 897 535 233 Air required (cfm)Air required (cfm)102 58 26 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Apr-26 10:25:52Right-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 12...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Right-J® W or ksheet April 26, 2021Date:Upper Level TCBy:12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com 1 Room name Bedroom 2 Storage 2 Exposed wall 26.0 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft161.0x1.0 ft5.5x7.0 5 Room area 161.0 f t²38.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nene 4.154.15 0.610.61 108 98 407 60 0 0 0 0 .GG Exterior Glass Door 0.320Exterior Glass Door 0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Sliding Glass Door -0.320Sliding Glass Door -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Window - Operable -0.320Window - Operable -0.320 nene 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nene 22.7222.72 22.6222.62 10 0 227 226 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 sese 4.154.15 0.610.61 126 126 523 77 0 0 0 0 GG Sliding Glass Door -0.320Sliding Glass Door -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 sese 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 swsw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.320Exterior Glass Door 0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 swsw 22.7222.72 28.3128.31 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 swsw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Exterior Wall - R21w 0.058Exterior Wall - R21w 0.058 nwnw 4.154.15 0.610.61 0 0 0 0 0 0 0 0 GG Window - Fixed - 323 0.320Window - Fixed - 323 0.320 nwnw 22.7222.72 22.6222.62 0 0 0 0 0 0 0 0 GG Window - Operable -0.320Window - Operable -0.320 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 DD 11D011D0 0.3900.390 nwnw 0.000.00 0.000.00 0 0 0 0 0 0 0 0 PP Partition Wall - R20 0.062Partition Wall - R20 0.062 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Exterior Glass Door 0.300Exterior Glass Door 0.300 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC Roof-R45Roof-R45 0.0220.022 --1.531.53 0.840.84 161 161 246 135 39 39 59 32 FF 19C-19cscp19C-19cscp 0.0490.049 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 FF Main Level Floor at 0.053Main Level Floor at 0.053 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -72 -3 Envelope loss/gain 1403 427 59 29 12 a)Infiltration 517 35 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)1921 692 59 29 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1921 692 59 29 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1921 692 59 29 Air required (cfm)Air required (cfm)93 45 3 2 2021-Apr-26 10:25:54 Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Page 1 ...ling\Miranda\2742 Ypsilon Circle JS - Estes.rup Calc = MJ8 Front Door faces: NW 2742 Ypsilon CircleJob:Manual S Compliance Report April 26, 2021Date:Entire House TCBy: 12.20.19Plan:Tri-City Heating and Air Conditioning, Inc. P.O. Box 271972, Fort Collins, CO 80527 Phone: 970-493-0126 Email: www.tricityhvac@yahoo.com Project Information MirandaFor: 2742 Ypsilon Circle, Estes Park, CO 80517 Cooling Equipment Design Conditions °F75.4Entering coil DB:Btuh30897Sensible gain:°F84.0Outdoor design DB: °F61.4Entering coil WB:Btuh7Latent gain:°F62.0Outdoor design WB: Btuh30904Total gain:°F75.0Indoor design DB: cfm1950Estimated airflow:%50Indoor RH: Manufacturer's Performance Data at Actual Design Conditions Split ACEquipment type: 24ACC660B00310+CNPVP6024ALA+59TN6B100C21--22Model:CarrierManufacturer: cfm1950Actual airflow: % of load107Btuh33027Sensible capacity: % of load90305Btuh6306Latent capacity: %84SHR:% of load127Btuh39333Total capacity: Heating Equipment Design Conditions °F67.0Entering coil DB:Btuh44954Heat loss:°F-1.0Outdoor design DB: °F70.0Indoor design DB: Manufacturer's Performance Data at Actual Design Conditions Gas furnaceEquipment type: 59TN6B100C21--22Model:CarrierManufacturer: cfm1950Actual airflow: °F42Temp. rise:% of load153Btuh68600Output capacity: Meets all requirements of ACCA Manual S. Rig ht-Su ite® U niv er sal 20 21 21 .0.03 RSU1 5461 Form RPER 1 15 Mar 09 Residential Plans Examiner Review Form for HVAC System Design (Loads, Equipment, Ducts) Estes Park Header Information Contractor:ATTACHEDREQUIRED ATTACHMENTSTri-City Heating and Air Conditioning, Inc. NoYesManual J1 Form (and supporting worksheets): Mechanical license:NoYesor MJ1AE Form* (and supporting worksheets): NoYesOEM performance data (heating, cooling, blower): Building plan #:12.20.19 NoYesManual D Friction Rate Worksheet: NoYesDuct distribution sketch: Home address (Street or Lot#, Block, Subdivision):2742 Ypsilon Circle, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Front Door faces NorthwestBuildingWinter Design Conditions North, East, West, South, Northeast, Northwest, Southeast, SouthwestOrientation:°F-1Outdoor temperature: °F70Indoor temperature: 3Number of bedrooms:Btuh44954Total heat loss: f t²2377Conditioned floor area: 4Number of occupants:Summer Design Conditions °F84Outdoor temperature: Windows°F75Indoor temperature: ft8.0Eave overhang depth:% RH50gr/lb @-11Grains difference: Blinds, drapes, etc. noneInternal shade:Btuh34716Sensible heat gain: Btuh8Latent heat gain: 0Number of skylights:Btuh34724Total heat gain: HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Blower DataCooling Equipment Data 1950Heating cfm:Air Conditioner, Heat pump, etc.Split ACEquipment type:Furnace, Heat pump, Boiler, etc.Gas furnaceEquipment type: 1950Cooling cfm: Fan's rated external static pressure for design airflow in H2O0.80Static pressure:CarrierModel:CarrierModel: 59TN6B100C21--22 24ACC660B00310 Btuh39333Total cooling capacity:Heat pumps - capacity at winter design outdoor conditionsBtuh68600Heating output capacity: Btuh33027Sensible cooling capacity: Btuh6306Latent cooling capacity:Btuh0Aux. heating output capacity: HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Duct Materials Usedft0Longest supply duct:cfm1950Design airflow: Trunk duct:ft0Longest return duct:in H2O0.80Equipment design ESP: ft0Total effective length (TEL):in H2O0Total device pressure losses: Sheet metalBranch duct:Friction R ate = ASP ÷ (T EL x 100)in/100ft0Friction rate:in H2O0.80Available static pressure (ASP): I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature:Date: Reserved for County, Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Job #: 2742 Ypsilon Circle Performed by TC for: Miranda 2742 Ypsilon Circle Estes Park, CO 80517 Tri-City Heating and Air Conditioning,... P.O. Box 271972 Fort Collins, CO 80527 Phone: 970-493-0126 www.tricityhvac@yahoo.com Scale: 1 : 145 Page 1 Right-Suit e® Univ er s al 2021 21.0.03 RSU15461 2021-Apr-26 10:26:06 ...42 Ypsilon Circle JS - Estes.rup N Level 2 Open to Below Bedroom 3 Bath 2 Bedroom 2 Storage Loft/Stair 26 cfm 3 cfm 93 cfm 131 cfm 102 cfm Job #: 2742 Ypsilon Circle Performed by TC for: Miranda 2742 Ypsilon Circle Estes Park, CO 80517 Tri-City Heating and Air Conditioning,... P.O. Box 271972 Fort Collins, CO 80527 Phone: 970-493-0126 www.tricityhvac@yahoo.com Scale: 1 : 145 Page 2 Right-Suite® Univ er s al 2021 21.0.03 RSU15461 2021-Apr-26 10:26:06 ...42 Ypsilon Circle JS - Estes.rup N Level 1 Garage Pwdr. Kitchen Dining Office WIC Laundry Hall M Bath M Bedroom Living Mud Pantry Entry 114 cfm 4 cfm 1 cfm 218 cfm 218 cfm 93 cfm 68 cfm 218 cfm 218 cfm 66 cfm 120 cfm 91 cfm 40 cfm 129 cfm 2 cfm 86 cfm 86 cfm 1950 cfm Furnace 129 cfm UP M-2 DN M-3 UP M-1