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HomeMy WebLinkAboutPLANS Single Family Residence 1655 Continental Peaks Circle 2023-08-14BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ARCHITECTURAL SITE PLAN 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 DRAFTNOT FOR CONSTRUCTION 10 ' UT I L I T Y EA S E M E N T / SE T B A C K 15' REAR SETBACK 10'UTIL. EASEMENT 15' FRONT SETBACK 10' UTIL. EASEMENT 12 . 0 ' 2.5' APX. EXIST. GRADE = 7616.0' APX. PROP. GRGADE = 7615.5' APX. EXIST. GRADE = 7614.5' APX. PROP. GRGADE = 7615.0' APX. EXIST. GRADE = 7616.0' APX. PROP. GRGADE = 7615.8' APX. EXIST. GRADE = 7617.0' APX. PROP. GRGADE = 7615.8' APX. EXIST. GRADE = 7615.4' APX. PROP. GRGADE = 7614.8' DIRECTION OF WATER SHED, TYP. LOWER PATIO SLAB - 7615.5' PATIO INTO MAX 30% OF SETBACK ROOF OVERHANGS MAX 3' OVER SETBACK AVG. 9% GRADE SLAB @ DOOR = 7615.4' TURN-AROUND AREA DRIVE CORNER +/- 7614.8' GARAGE O.H. DOOR = 7615.6' PA T I O SL A B = 76 1 7 . 5 ' HOUSE FF=7617.5'EN T R Y PO R C H SL A B = 76 1 6 . 9 ' PA T I O PROP. HOUSE FOUNDATION 10' EASEMENT 10' EASEMENT 15' SETBACK 15' SETBACK PATIO INTO MAX 30% OF SETBACK ROOF OVERHANGS MAX 3' OVER SETBACK UTILITY SERVICE LINES FIELD VERIFY APX. EXIST. GRADE = 7616.5' APX. PROP. GRGADE = 7615.8' APX. EXIST. GRADE = 7617.5' APX. PROP. GRGADE = 7617.0' APX. EXIST. GRADE = 7617.0' APX. PROP. GRGADE = 7617.0' APX. EXIST. GRADE = 7615.3' APX. PROP. GRGADE = 7615.0' N1 1" = 10' Site ARCHITECT SITE PLAN OVER-LAID ON SITE PLAN BY VAN HORN ENGINEERING DATED Issuance of a permit or approval of these construction documents shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the adopted codes or of other ordinances of this jurisdiction. A permit presuming to give authority to violate or cancel the provisions of these codes shall be invalid. R105.4 This installation must comply with the requirements of the 2023 National Electrical Code APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 08/14/2023 BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS GROUND FLOOR 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 DW F 10 9 6'-8" 3'-0" C3'-6" 2'-6" C3'-6" 2'-6" G2 6'-8" 3'-0" O.H. 1 8' - 0 " 18 ' - 0 " I 5'-0" 6'-0" B 5'-0" 2'-6" 10 8 6'-8" 3'-0" 10 2 6'-8" 3'-0" B1 4'-6" 2'-6" B 5' - 0 " 2' - 6 " A 4' - 6 " 3' - 6 " A1 4' - 6 " 3' - 6 " 100 8' - 0 " 3' - 0 " J 5' - 0 " 5' - 0 " I 5' - 0 " 6' - 0 " G 8' - 6 " 4' - 0 " G 8' - 6 " 4' - 0 " 101 9' - 0 " 6' - 0 " F 5' - 0 " 9' - 0 " B1 5'-0" 2'-6" G1 6' - 8 " 5' - 0 " 118 6' - 8 " 5' - 0 " 114 6' - 8 " 6' - 0 " 6'-8" 2'-8" 6' - 8 " 2' - 8 " 6'-8" 3'-0" 10 3 6'-8" 3'-0" 10 7 6'-8" 2'-8" 106 6' - 8 " 2' - 6 " 110 6' - 8 " 3' - 0 " I 5'-0" 6'-0" I1 5' - 0 " 6' - 0 " B 5'-0" 2'-6"101A 8' - 0 " 6' - 0 " 11 5 6'-8" 3'-0" 113 6' - 8 " 3' - 0 " 6' - 8 " 2' - 8 " 116 6' - 8 " 2' - 0 " 117 6' - 8 " 3' - 0 " 11 9 6'-8" 3'-0" 112 6' - 8 " 2' - 0 " 104 6' - 8 " 3' - 0 " 10 5 6'-8" 3'-0" 111 6' - 8 " 3' - 0 " 6'-8" 2'-8" 111L 6' - 8 " 2' - 6 " F 5' - 0 " 9' - 0 " D 1' - 6 " 4' - 6 " E 1' - 6 " 3' - 0 " D W 11'-0"14'-0" 3 3/4" 20'-4 3/4" 3 3/4" 33'-0"4'-0" 1' - 6 " 15 ' - 0 " 26 ' - 0 " 83'-0" 1' - 6 " 4' - 6 " 14 ' - 0 " 22 ' - 6 " 4' - 0 " 11'-0"14'-0"26'-0"6'-0"26'-0" 46 ' - 6 " MA X 3' O. H . IN T O SE T B A C K 5'-0" 8'-0"8'-0" 5'-0" 7' - 0 " 4' - 5 " 3' - 7 " 4' - 9 " 8' - 3 " 9' - 3 " 3' - 9 " 5'-0"6'-0"5'-0"9'-0"4'-10"5'-8"5'-8"4'-10"9'-6"5'-9"5'-1"4'-8"3'-11"4'-1" 2' - 5 1/ 2 " 2' - 1 / 2 " 7' - 0 " 7' - 0 " 3' - 6 " 4' - 1 " 9' - 1 " 5' - 1 0 " 3'-0"3'-0"3'-2"3'-10"2'-7"9'-5"7'-0"7'-0"7'-0" 3' - 7 " 2' - 5 " 8' - 6 " 5'-11"2'-8"4'-10"2'-2" 5' - 4 " 3' - 2 " 4' - 4 " 3' - 1 0 1/ 2 " 5' - 4 1/ 2 " 4' - 1 0 1/ 2 " 6' - 1 " 4' - 8 1/ 2 " 11 ' - 1 " 12 ' - 2 " 4'-2"6'-6"5'-3 1/2" 3'-11"2'-10 1/2"6'-11" 2'-9"6'-10 1/2"3'-11" 2'-0" 4' - 5 " 2' - 4 1/ 2 " 6' - 9 " 4' - 1 1/ 2 " 2' - 4 1/ 2 " 1' - 8 1/ 2 " 8' - 0 " 4' - 2 " 83'-0" 11 ' - 7 1/ 2 " FI N . 15'-10 1/2" FIN. 2'-6" 1' - 1 1 1/ 2 " 6" 7'-6 1/2"3'-10 1/2"5'-10 1/2" 5' - 9 " 3' - 8 " 5' - 1 1/ 2 " 2'-4" 2'-8" 3' - 3 " 1' - 7 " 4' - 6 " 7'-3" 5'-0" 1' - 0 " 1/A4.0 1/A4.0 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 2/ A 4 . 1 2/ A 4 . 1 3/A4.0 3/A4.0 (3) 7 1/2" RISERS (2) 7 3/4" RISERS INTERIOR PEAK PULL-DOWN ATTIC ACCESS LADDER GAS F.P. VERIFY FRAMING & LAYOUT w/ SELECTED MODEL & FRAMED VIEWS INTERCONNECTED SMOKE/CO DETECTORS, TYP.EXHAUST FAN VENT TO OUTSIDE, TYP. EXHAUST FAN VENT TO OUTSIDE, TYP. 7 3/4" STEP AT DOOR 5/8" TYPE 'X' GYP GARAGE/MECH. SIDE WALLS/CLG, TYP. CRAWL ACCESS IN FLOOR ZERO-ENTRY SHOWER ELEC. RANGE ELEC. DRYER VENT TO OUTSIDE PER MODEL SPEC EXPOSED TIMBER POST (FOR GIRDER TRUSS, RE: FRAMING) OPTION: VAULTED CEILING STUDPACKS IN (2x6) WALL 2x6 WALL2x6 WALL BUILT-INS BUILT-IN MURPHY BED PT R Y BE N C H CL CL CL BE N C H CL LIN. 9' CLG 9' CLG 9' CLG VAULTED CLG S S S S S/CO F.P. E.F. E.F. 10'-10" CLG CL LIN. SHOWER 7'x4'6" DINING KITCHEN LIVING LNDRY MASTER BATH MASTER BDRM CL TWO CAR GARAGE ENTRY PORCH PWDR MUD MECH. W.C. BDRM #2 OFFICE BDRM #3 BATH CL COVERED PATIO PATIO REF N1 1/4" = 1'-0" Ground Floor Plan 2,495 FINISH SF INSTALL PER MANF INSTRUCTIONS INSTALL FIRE BLOCKING AND DRAFT STOPPING 20 MINUTE RATED DOOR SELF CLOSING WHEATHER STRIPPED EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW FAN FAN FAN TEMPERED GLASS REQUIRED OVER TUB AND IN SHOWER ENCLOSURE WHERE BOTTOM OF EXPOSED GLASS IS LESS THAN 60" ABOVE STANDING SURFACE MEASURED VERTICALLY AIR BARRIER General Notes: -Min (1) emergency escape and rescue opening req’d per bedroom -Glazing to be tempered per R308 -Min (1) programmable thermostat req’d -Smoke alarm req’d in each sleeping room -Smoke/CO alarm req’d w/in 15’ vicinity of bedroom exterior. -Fireblock/Draftstop all chases and penetrations WHERE COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION FUEL BURNING APPLICANCES, THE APPLICANCES SHAL BE LOCATED OUTSIDE THE BUILDING THERMAL ENVELOPE OR ENCLOSED IN A ROOM THAT IS SEALED, INSULATED AND ISOLATED FROM INSIDE THE THERMAL ENVELOPE REQUIREMENTS OF R402..4.4 OF THE 2018 IECC. COMBUSITON AIR DUCTS THAT PASS THROUGH COMDITIONED SPACE SHALL BE INSULATED WITH NOT LESS THAN R-8. MAINTAIN 30" OF WORKING CLEARANCE ON SERVICE SIDE OF GAS FUELED APPLIANCES COMBUSTION AIR REQUIRED TO GAS FUELED APPLIANCES 2015 IECC -75% OF LAMPS SHALL BE HIGH EFFICIENCY -ALL DUCT WORK LOCATED OUTSIDE THE THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE Spaces containing HVAC appliances and water heaters shall be dedicated exclusively for that use and shall be constructed of materials rated for one-hour construction on the appliance side of the space and shall comply with the provisions of the International Fuel Gas Code, Section 303.3, item 3. Tempered Tempered Tempered Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ROOF PLAN 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 1'-4" 1' - 4 " 8/ 1 2 SL O P E 10/12 SLOPE 10/12 SLOPE 10/12 SLOPE 10/12 SLOPE 8/ 1 2 SL O P E 8/ 1 2 SL O P E 8/ 1 2 SL O P E 3/ 1 2 SL O P E 8/ 1 2 SL O P E RIDGE VENT OVERFRAME GABLE VAULTED CLG BELOW 8/ 1 2 SL O P E 8/ 1 2 SL O P E GUTTERS @ ALL DRIP EDGES, FIELD VERIFY DOWNSPOUT LOCATIONS ENSURE DRAINAGE AWAY FROM FOUNDATION, TYP. LINEAR SOFFIT VENTS, TYP. RE: CALC. 1'-4" OVERHANGS, TYP. U.O.N. HVAC VENTS THROUGH ROOF, KEEP OUT OF VALLEYS, TYP. SCISSOR FRAME AREA INTERIOR PITCHED CEILING D.V. GAS F.P. VENT THROUGH ROOF (OUT OF VALLEY) ATTIC ACCESS IN CEILING PULL-DOWN ACCESS LADDER/STAIR ICE&WATER SHIELD AT EAVES TO MIN. 24" INSIDE WALL LINE, 30" EITHER SIDE VALLEY CENTERLINE, TYP. OPTION: SCISSOR FRAME AREA INTERIOR PITCHED CEILING 10/12 CLG SLOPE 10/12 CLG SLOPE 4/ 1 2 CL G SL O P E 4/ 1 2 CL G SL O P E ROOF VENTING: Attic/roof cavity area is +/- 2,515 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (8.4SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 8.4SF x 50% = 4.2 SF (605 sq. in.) min. ventilation req'd through ridge vents over conditioned space SOFFIT VENT: 8.4SF x 50% = 4.2 SF (605 sq. in.) min. ventilation through soffit vents equally distributed around perimeter of conditioned space 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. NOTE: IBC 1507.2.8.1- HIGH WIND > 120 mph THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102 mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. PROVIDE SEAMLESS GUTTERS AT ALL DRIP EDGES TO DOWNSPOUTS FIELD VERIFY DOWNSPOUT LOCATIONS FOR DRAINING AWAY FROM FOUNDATION, TYP. ASPHALT SHINGLES ON MIN. 30# FELT, TYP. METAL SHED ROOF ON ICE&WATER SHIELD CEMENT BOARD SOFFIT TO UNDERSIDE RAFTERS REF N1 1/4" = 1'-0" Roof Plan Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONS 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 12 10 Ground Floor 100'-0" Ground Floor 100'-0"7 3/4" 3' - 4 1/ 4 " 7 3/4"1'-11 1/4" FIBER CEMENT 6" LAP SIDING COMPOSITE STONE VENEER w/ STONE WATER TABLE, TYP. FIBER CEMENT B&B SIDING METAL ENTRY SHED ROOF FIBER CEMENT SHINGLE SIDING DARK SKY LIGHT FIXTURES, TYP MAX (3) EQUAL RISERS 1x8 FIBER CEMENT TRIM BAND 1x4 FIBER CEMENT TRIM BAND 1x10 F.C. HEAD TRIM 1x4 TRIM BAND AT WINDOW SILLS FIBER CEMENT 8" LAP SIDING 12 3 12 8 12 8 Ground Floor 100'-0" Ground Floor 100'-0" 6'-0"3'-1"3'-1" R 3'-0" FIBER CEMENT SHINGLE SIDING FIBER CEMENT BOARD & BATTEN DARK SKY LIGHT FIXTURES, TYP COMPOSITE STONE VENEER w/ STONE WATER TABLE, TYP. 1x8 FIBER CEMENT TRIM BAND 1x4 FIBER CEMENT TRIM BAND FIBER CEMENT 6" LAP SIDING 1x4 FIBER CEMENT TRIM BAND FIBER CEMENT 8" LAP SIDING GAS METER 1 1/4" = 1'-0" East Elevation 2 1/4" = 1'-0" South 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 GUTTERS AND DOWNSPOUTS THROUGHOUT, FIELD LOCATE. DRAIN AWAY FROM FOUNDATION, TYP. PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION ALL SIDES, TYP. Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONS 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 123 12 8 12 8 Ground Floor 100'-0" Ground Floor 100'-0" 5'-9"6'-2 1/2"5'-9" FIBER CEMENT 6" LAP SIDING FIBER CEMENT B&B SIDING 1x8 FIBER CEMENT TRIM BAND 1x4 FIBER CEMENT TRIM BAND FIBER CEMENT 8" LAP SIDING 12 10 Ground Floor 100'-0" Ground Floor 100'-0" 3' - 1 0 1/ 2 " FIBER CEMENT 6" LAP SIDINGFIBER CEMENT B&B SIDING TIMBER POST/BEAM/ BRACE FRAMING RE: STRUCT. DARK SKY LIGHT FIXTURES, TYP COMPOSITE STONE VENEER w/ STONE WATER TABLE, TYP.PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION, TYP. 1x4 TRIM BAND AT WINDOW SILLS F.C. 8" LAP SIDING ELEC SERVICE ENTRY/METER Ridge 124'-4 3/4" 2 1/4" = 1'-0" North Elevation 1 1/4" = 1'-0" West Elevation Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONS 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 T.O. Wall 109'-1 1/8" Ground Floor 100'-0" ENGINEERED TRUSSES, TYP. R-21 INSUL. EXT. WALLS & RIMS, TYP. R-19 VINYL FACED BLANKET PINNED TO FND. AT CRAWL, TYP.6 MIL. POLY GROUND COVER TO T.O. FOOTINGS, LAP & TAPE SEAMS, TYP. PROVIDE SUPPLY AIR RUN TO CONDITIONED CRAWL ENGINEERED PARALLEL CHORD TRUSSES, TYP.MIN. R-49 ATTIC INSUL., TYP. R-21 INSUL. EXT. WALLS, TYP. MASTERMECH. LIVING BDRM 3 CRAWL OFFICECLOSETW.C. 12 10 T.O. Beam 108'-11 3/8" T.O. Wall 109'-1 1/8" T.O. Beam 110'-1 1/4" 12 8 Ground Floor 100'-0" ENGINEERED TRUSSES, TYP. R-19 VINYL FACED BLANKET PINNED TO FND. AT CRAWL, TYP. RIDGE VENT OPTION SCISSOR TRUSS OVER MASTER BEDROOM F.C. SOFFIT w/ SOFFIT VENT, TYP. CRAWL ENTRY PORCH POWDER ENTRYKITCHEN/DINING BEYONDMASTER 124T.O. Beam 110'-2 3/4" T.O. Beam 118'-5 3/4" Ground Floor 100'-0" 2'-0" 2' - 0 " RAFTERS TIMBER FRAMING RE: FRAMING TIMBER CONNECTIONS RE: FRAMING F.C. SOFFIT TO UNDERSIDE RAFTERS 12 10 1 1/4" = 1'-0" Long Section West 2 1/4" = 1'-0" Entry Section3 1/4" = 1'-0" Patio Section Rim joist shall have an air barrier on the interior between each joist. Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONS 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 T.O. Wall 109'-1 1/8" T.O. Wall 109'-1 1/8" Ground Floor 100'-0"7 1/2" 1' - 1 0 1/ 2 " ENGINEERED TRUSSES, TYP. R-21 INSUL. EXT. WALLS & RIMS, TYP. R-19 VINYL FACED BLANKET PINNED TO FND. AT CRAWL, TYP. 6 MIL. POLY GROUND COVER TO T.O. FOOTINGS, LAP & TAPE SEAMS, TYP. PROVIDE SUPPLY AIR RUN TO CONDITIONED CRAWL 5/8" TYPE 'X' GYP, TYP. GARAGE SIDE GABLE END TRUSS w DROPPED TOP CHORD, TYP. MIN. R-49 ATTIC INSUL., TYP. MUD GARAGE KITCHENBEDROOM 3 CRAWL ENTRY 12 8 Ground Floor 100'-0" STORAGE TRUSSES OVER GARAGE, PROVIDE 20 MIN. RATED ACCESS HATCH w/ PULL-DOWN ACCESS LADDER TEMPERED GLASS DIVIDER RIDGE VENT 2% SLOPE TRUSS WEB DESIGN TO MAXIMIZE HEIGHT OVER CENTER FOR STORAGE THOUGH MIDDLE FURR DECKING FOR MIN. R-49 INSUL. DEPTH OVER CONDITIONED SPACE, TYP. BLOCKING OVER SHEAR WALL RE: ROOF FRAMING T.O. SLAB = 98'-5" T.O. SLAB = 97'-11" T.O. SLAB AT STAIR = 98'-1 1/2" DROPPED FRAMING FOR ZERO-ENTRY SHOWER, RE: FRAMING SHOWER MECH. CRAWL MASTER BATH GARAGE STORAGE 1 1/4" = 1'-0" Long Section East 2 1/4" = 1'-0" Garage Section Rim joist shall have an air barrier on the interior between each joist. Approved by SAFEbuilt 08/14/2023 2:16:20 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS DOORS & WINDOWS 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 DOOR SCHEDULE ID 100 101 101A 102 103 104 105 106 107 108 109 110 111 111L 112 113 114 115 116 117 118 119 G1 G2 G3 O.H. 1 Qty. Ea. Bldg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Leaf Dimensions 3'-0"×8'-0" 6'-0"×9'-0" 6'-0"×8'-0" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-6"×6'-8" 2'-0"×6'-8" 3'-0"×6'-8" 6'-0"×6'-8" 3'-0"×6'-8" 2'-0"×6'-8" 3'-0"×6'-8" 5'-0"×6'-8" 3'-0"×6'-8" 5'-0"×6'-8" 3'-0"×6'-8" 1'-10"×2'-6" 18'-0"×8'-0" Frame Width 6 9/16" 6 9/16" 6 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 0" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 6 9/16" 4 9/16" 0" Leaf Thickness 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 3/8" 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 3/4" 3/4" 1 3/4" Frame Material WD OR F.G. WD OR F.G. WD OR F.G. WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD N/A Leaf Material F.G. F.G. 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 S.C. WD OR METAL INSUL. MTL. Hardware HW-1 BY MFR BY MFR HW-1G HW-2 HW-2 HW-2 HW-3 HW-2 HW-4 HW-6 HW-3 HW-4 HW-2 HW-2 HW-3 HW-5 HW-3 HW-2 HW-3 HW-5 HW-3 HW-4 HW-1 BY MFR HW-7 Style HALF-LITE FULL LITE FULL LITE TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD -- TBD Location ENTRY PATIO OFFICE PATIO GARAGE/HOUSE ENTRY MUD CL LAUNDRY LAUNDRY POWDER ENTRY CL PANTRY MASTER/LAUNDRY HALL MASTER BDRM MASTER W.C. MASTER LINEN HALL CL BDRM2 BDRM2 CL OFFICE/BDRM LINEN BDRM3 BDRM3 CL BATH MECH. GARAGE MAN-DOOR GARAGE ATTIC GARAGE OVERHEAD Notes PATIO SLIDER PATIO SLIDER 20 MIN. RATED DOOR, SELF CLOSING EXT. BARN-DOOR SLIDER ALT. - CASED OPENING PULL DOWN LADDER ATTIC ACCESS HATCH, 20 MIN. RATED 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 B1 B1 C D E F G H I I1 J Width 3'-6" 3'-6" 2'-6" 2'-6" 2'-6" 2'-6" 4'-6" 3'-0" 9'-0" 4'-0" 6'-0" 6'-0" 6'-0" 5'-0" Height 4'-6" 4'-6" 5'-0" 4'-6" 5'-0" 3'-6" 1'-6" 1'-6" 5'-0" 8'-6" 4'-0" 5'-0" 5'-0" 5'-0" Quantity 1 1 3 1 1 2 1 1 2 2 1 3 1 1 Head Height 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-10" 8'-0" 8'-0" 8'-0" 9'-0" 14'-0" 8'-0" 8'-0" 8'-0" MULLED UNITS (2) 3'x5' (2) 1'6"x1'6 (2) 2'6"x5' (1) 4'x5' 4'x6' / 4'x2'6" (2) 3'x5' (2) 3'x5' (2) 2'6"x5' TYPE CASE-CASE CASE-CASE CASEMENT CASEMENT CASEMENT FIXED AWNING AWN-AWN OR FIX-FIX CASE-FIX-CASE FIX / AWN FIXED CASE-CASE CASE-CASE CASE-CASE TEMPERED -- YES - DOOR -- YES - WET YES - WET -- YES - WET -- -- -- -- -- YES - DOOR -- LOCATION KITCHEN SINK ENTRY MUD/HALL/ BDRM2 ENTRY/ MSTR BATH ENTRY/ MSTR BATH GARAGE MASTER BATH MASTER CL MASTER BDRM LIVING LIVING HIGH GABLE BDRM2 / OFFICE OFFICE BDRM3 NOTES Generated by REScheck-Web Software Compliance Certificate Project Wildfire Lot12 Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:2,495 ft2 Glazing Area 23% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: TBD Continental Peaks Cir Estes Park, CO 80513 Owner/Agent: Paige Wildfire Development Estes Park, CO 80517 Designer/Contractor: Bas1s Architecture Estes Park, CO 80517 Permit Number: Compliance: Passes using UA trade-off 9.9% Better Than Code Maximum UA:365 Your UA:329 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: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Truss Roofs: Raised or Energy Truss 1,900 49.0 0.0 0.020 0.026 38 49 Ext Framed Walls: Wood Frame, 16" o.c.2,260 21.0 0.0 0.057 0.060 98 103 Garage Door: Solid Door (under 50% glazing)21 0.200 0.320 4 7 Entry Door: Glass Door (over 50% glazing)21 0.290 0.320 6 7 Patio Door: Glass Door (over 50% glazing)110 0.290 0.320 32 35 Windows: Vinyl Frame 385 0.300 0.320 116 123 Crawl Walls: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' 1,005 0.0 19.0 0.046 0.055 35 41 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 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Wildfire Lot12 Residence Data filename:Page 1 of 1 07/12/23Report date: Jayson McMurren - Bas1s Architecture 7-12-23 3 NTS Opening Flashing HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR BUTT HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 1G - GARAGE ENTRY DOOR 1.5 PR SPRING HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW- 3 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW- 4 - PAIR DOORS 3 PR BUTT HINGES 1 EA LEAF BALL CATCH HARDWARE SET 1 EA LEAF PULL 2 WALL BUMPERS HW- 5 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 6 - EXTERIOR 'BARN-DOOR' SLIDER 1 JUMP-PROOF' BARN-DOOR TRACK 2 PULL 1 TRACK STOP HW- 7 - OVERHEAD 1 OVERHEAD DOOR TRACK 1 OPERATOR 1 BOTTOM SEAL SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD Approved by SAFEbuilt 08/14/2023 2:16:21 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 S1.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS FOUNDATION 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 30 " MI N . BE L O W GR A D E 4" MI 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 6'-0"26'-0"14'-0"11'-0" 1' - 6 " 4' - 6 " 14 ' - 0 " 22 ' - 6 " 4' - 0 " 4'-0"33'-0"21'-0"14'-0"11'-0" 29'-0" 11 ' - 6 " 4'-0" 5'-0"8'-0"8'-0"5'-0" 1'-0"24'-0"1'-0" 6' - 0 " 2' - 0 " 2 1/2" 2 1/ 2 " 15 ' - 0 " 26 ' - 0 " 21'-6 1/2"11'-1/4"10'-3 1/4"10'-3 1/4"13'-9 1/2"10'-9 1/4" 11'-3"10'-1/2"10'-1 1/4"13'-8 3/4" 14 ' - 3 " 11 ' - 1 1/ 2 " 14 ' - 3 1/ 2 " 26'-0" 5' - 3 " 3 5/8" 20'-4 3/4" 4' - 8 1/ 2 " SIMPSON STHD STRAPS AS LABELED, TYP. SL O P E 2% FULL-WIDTH MUDSILL AT FULL-HT. WALLS (AT PATIOS) STAIRS AT DOOR 48"x48"x12" PAD, (5) #4 BAR EA. WAY MID- DEPTH, TYP. OF 4 3 1/2" SCHED. 40 STL. PIPE COLUMN w/ 5"x5"x1/4" BEARING PLATES,TYP. OF 4 12" SONOTUBE w/ #4 VERT. ON BIGFOOT® BF36 OR 30"x30"x8" FOOTING TO MIN. 30" BELOW SLAB, 8" SQ BLOCK OUT IN SLAB AT POST BEARING, PROV. ABU88 POST BASE, TYP. OF 2 DROPPED FND. WALL FOR ROLLED SLAB EDGE AT DOOR ROLLED EDGE SLAB RE: DETAIL BEAM POCKET IN FND. EA. END BEAM POCKET IN FND. 24"x24"x10" PAD, (3) #4 BAR EA. WAY MID-DEPTH 30"x30"x10" PAD, (4) #4 BAR EA. WAY MID- DEPTH, TYP. OF 4 6x6 or (4) 2x6 STUDPACK POSTS, TYP. U.O.N. SIMPSON HD12 OR HDU14 SIMPSON HD9B EA. END w/ GALV. ALL-THREAD THROUGH FLOOR ASSEMBLY SL O P E 2% HDU8 OR HD9B, TYP. OF 2 CONC. STEP (2) EQ. RISERS MAX 7 3/4" SL O P E 2% (T.O. WALL = 99'-9 3/4") [T.O. FOOTING = 94'-9 5/8"] (T . O . WA L L = 98 ' - 5 " ) [T . O . FO O T I N G = 95 ' - 5 " ] 4" REINFORCED CONC. SLAB ON COMPACTED FILL, W2.5x2.5 WELDED WIRE MESH MID-DEPTH SLOPE SLAB APX. 2% OUT DOOR CRAWL FLOOR MIN. 6 MIL. POLY VAPOR BARRIER GROUND COVER TO T.O. FOOTINGS, LAP & TAPE SEAMS (T.O. WALL = 97'-6") [T.O. FOOTING = 95'-0"] (T.O. WALL = 98'-9 5/8") [T.O. FOOTING = 94'-9 5/8"] (T.O. WALL = 98'-9 5/8") [T.O. FOOTING = 94'-9 5/8"] (T.O. WALL = 98'-9 5/8") [T.O. FOOTING = 94'-9 5/8"] (T.O. WALL = 99'-9 3/4") [T.O. FOOTING = 94'-9 5/8"] (98'-9 5/8") [94'-9 5/8"] (9 8 ' - 0 " ) [9 5 ' - 5 " ] (98'-9 5/8") [95'-5"] 10 10 HD9B 1010 10 RJ 10 RJ10 R J 10R J 10RJ 10 HD9B 10 HD 1 2 HD 9 B HD 9 B HD 1 2 4" CONC. SLAB ON COMPACTED FILL, SLOPE SLAB APX. 2% 4" CONC. SLAB ON COMPACTED FILL, SLOPE SLAB APX. 2% 10 (T.O. WALL = 99'-9 3/4") [T.O. FOOTING = 94'-9 5/8"] (T . O . WA L L = 98 ' - 9 5/ 8 " ) [T . O . FO O T I N G = 94 ' - 9 5/ 8 " ] 1/A4.0 1/A4.0 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 2/ A 4 . 1 2/ A 4 . 1 3/A4.0 3/A4.0 DROPPED FND. WALL FOR ROLLED SLAB EDGE AT O.H. DOORS APX. EXIST. GRADE - 96'-2" APX. FIN. GRADE - 97'-8" T.O. SLAB +/- 99'-2 1/4" APX. EXIST. GRADE - 99'-0" APX. FIN. GRADE - 98'-3"APX. EXIST. GRADE - 100'-0" APX. FIN. GRADE - 99'-0" APX. EXIST. GRADE - 100'-4" APX. FIN. GRADE - 99'-6'APX. EXIST. GRADE - 99'-10" APX. FIN. GRADE - 99'-6' T.O. CRAWL GROUND +/- 95'-0" T.O. SLAB +/- 98'-1 1/2" T.O. SLAB +/- 99'-11 1/4" APX. EXIST. GRADE - 99'-10" APX. FIN. GRADE - 99'-0" APX. EXIST. GRADE - 97'-9" APX. FIN. GRADE - 97'-9" APX. EXIST. GRADE - 99'-6" APX. FIN. GRADE - 98'-3" APX. EXIST. GRADE - 98'-6" APX. FIN. GRADE - 98'-3" APX. EXIST. GRADE - 98'-6" APX. FIN. GRADE - 98'-0" APX. EXIST. GRADE - 97'-6" APX. FIN. GRADE - 97'-9"APX. EXIST. GRADE - 98'-0" APX. FIN. GRADE - 98'-0" T.O . SL A B +/- 98 ' - 5 " T. O . S L A B +/ - 9 7 ' - 1 1 " 10" DIA. SONOTUBE ON BIGFOOT® BF24 FOOTING w/ #4 VERT, 8" SQUARE BLOCK OUT IN SLAB PROV. ABU88 POST BASE, TYP. OF 3 T.O. SLAB +/- 99'-11 1/4" REF N2 1/4" = 1'-0" Foundation 2015 IRC 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" 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. Hold-down anchors shall be either: a) threaded rod (size per hold-down spec) + Simpson AT-XP, min 12" embed, or b) cast-in-place Simpson PAB8 or eq, min 10" embed. DRAINAGE AND BACKFILLING 16. All foundations require subsoil drainage system, per IRC R405, and are considered part of the foundation design. Provide a 4-inch diameter perforated PVC footing drainpipe at perimeter of foundation. Surround pipe with minimum 12-inches of washed, rounded gravel, minimum size = 3/4-inch diameter. Drain to daylight. Subsoil drain water shall not discharge into the public sewer system. 17. Damp proof exterior walls with emulsified asphalt damp- proofing 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". Approved by SAFEbuilt 08/14/2023 2:16:21 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 S2.0 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS FRAMING 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 11 7/8" RFPI 40's @ 16" o.c. 9 1/2" RFPI 40's LSL RIM, TYP. SIMPSON ITS HANGERS PLUMBING FIXTURES ABOVE, VERIFY LAYOUT WITH DRAINS, TYP. DROPPED FRAMING AT ZERO-ENTRY SHOWER FLUSH BOT. OF FRAMING MECH. CHASE OPENING INFILL FRAME SIMPSON ITS HANGERS OFF FULL WIDTH P.T. 2x SILL PLATE, TYP. AT FULL HT. WALLS 8x8 D.F. #1 EXTERIOR POSTS, TYP. SIMPSON ITS HANGERS OFF FULL WIDTH P.T. 2x SILL PLATE, TYP. AT FULL HT. WALLS IN-FLOOR CRAWL ACCESS min 18"x24" 24"x30" RECOMMENDED 3 1/2" SCHED. 40 STL. PIPE COLUMN w/ 5"x5"x1/4" BEARING PLATES,TYP. OF 2 SIMPSON BA HANGERS (3) 11 7/8" LVL (DROPPED) (2) 11 7/8" LVL (FLUSH) GARAGE SLAB RE: FOUNDATION3/4" T&G EXP. 1 OSB FLOOR SHEATHING PATIO SLAB RE: FOUNDATION PORCH SLAB RE: FOUNDATION (2 ) 11 7/ 8 " LV L (F L U S H ) (2 ) 11 7/ 8 " LV L (F L U S H ) (3) 11 7/8" LVL (DROPPED) I- J O I S T UN D E R WA L L w/ PA C K E D WE B S OR 1 3/ 4 " x 1 1 7/ 8 " LV L (2 ) 11 7/ 8 " LV L 1/A4.0 1/A4.0 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 2/ A 4 . 1 2/ A 4 . 1 3/A4.0 3/A4.0 REF N1 1/4" = 1'-0" Floor Framing 2015 IBC STRUCTURAL FRAMING NOTES DESIGN LOADS: Seismic:Category B Floor & Covered Deck :40 psf Roof & Uncovered Deck:80 psf (8,000 < 9,000) (Ground Snow Load) Dead:15 psf Wind:Exposure Class C 173 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. Not used. 7. Provide fire-blocks per I.B.C. (2015) Section 718.2. 8. Fasten wood members with common nails according to the requirements listed in the I.B.C. Fastening Schedule, Table 2304.10.1. 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 two (2) king studs unless otherwise noted. All beam hangers on exterior walls to have stud-pack behind to width of hanger and per hanger specifications. All Rafters with nominal height of 10" and higher to have solid 2x lateral blocking at roof/wall lines per I.B.C. 2308.6.7.2. Allow min. 1" air space above roof blocking for ventilation (at vented roofs only). 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.B.C. Section 2304.12.2.2 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 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.B.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. 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. Not used 18. Fasten 7/16" Exposure 1, 24/16 span rated wall sheathing to exterior side of exterior walls with 8d nails or approved equal at 6" o.c. at panel edges and 12"o.c. in field, Unless otherwise noted. ***Install wall sheathing horizontally or in full sheets from bottom.***All panel edges of ALL wall lines to be blocked and nailed, unless otherwise noted.*** 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 5/8-inch regular gypsum wallboard. Fasten with 5d wallboard nails, or 1 1/4-inch no. 6 type W drywall screws in accordance with I.B.C. 2506.2, at 7-inch o.c., u.o.n. 20. Sheath both sides of interior stud partitions with 5/8-inch gypsum wallboard, u.o.n. Attach wallboard to studs at 7-inches o.c. SPECIFICATIONS 21. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 22. Rough opening tolerance = +/-1/4-inch of actual dimensions. 23. 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. Approved by SAFEbuilt 08/14/2023 2:16:21 PM BAS1S.com Es t e s Pa r k , Co l o r a d o 80 5 1 7 16 9 2 Bi g Th o m p s o n Av e , Su i t e 10 0 S2.1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ROOF FRAMING 7/14/2023 CD/Permit Wi l d f i r e De v e l o p m e n t TB D Co n t i n e n t a l Pe a k s Ci r c l e Es t e s Pa r k , CO 80 5 1 7 A R C H I T E C T U R E P. C. Lo t 12 Ra n c h 07/14/2023 ENGINEERED ENERGY TRUSSES @ 24" o.c. EN G I N E E R E D PA R A L L E L CH O R D TR U S S E S @ 24 " o. c . EN G I N E E R E D OV E R F R A M E TR U S S E S @ 24 " o. c . TR U S S E S @ 24 " o. c . 2x8 RAFTERS @ 24" o.c. ENGINEERED ENERGY TRUSSES @ 24" o.c. ENGINEERED ATTIC TRUSSES @ 24" o.c. 2x 1 2 RA F T E R S @ 24 " o. c . OPTION: SCISSOR TRUSSES @ 24" o.c. BR A C E D WA L L LI N E (B . W . L . ) 3" O. C . NA I L I N G TH I S WA L L B.W.L. B.W.L. 2" o.c. EDGE NAILING IN T E R I O R B. W . L . IN T E R I O R B. W . L . IN T . B. W . L . IN T . B. W . L . INT. B.W.L. B.W.L.B.W.L. B. W . L . B. W . L . 1/A4.0 1/A4.0 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 2/ A 4 . 1 2/ A 4 . 1 3/A4.0 3/A4.0 DROPPED TOP CHORD GABLE TRUSS VAULTED TRUSS AREA TRUSS HANGERS BY TRUS MFR., TYP. 4T3K EA. END TIE-DOWNS BY TRUSS MFR., TYP. BEAM-BEAM SIMPSON HGLT EA. SIDE, PAINTED BLACK SHADED AREA OF OVERFRAME TRUSSES, TYP. STUDPACK IN WALL UNDER GIRDER TRUSSES, MIN. EQUAL. WIDTH TO GIRDER, TYP. 2x8 P.T. LEDGER ATTACH TO WALL w/ (2) LEDGERLOK EA. STUD (16" O.C.) SIMPSON LSU RAFTER HANGERS SIMPSON HGA10KT TIES AT RAFTERS, TYP. 2x6 TAILS 8x8 D.F. #1 KING POST CONNECT TO BEAMS w/ SIMPSON 1212HTPC EA. SIDE 4x6 D.F. #1 45º BRACE 2' OUT FROM POST, TYP. OF 5 RE: ELEVATIONS 2x6 TAILS SIMPSON HGA10KT TIES AT RAFTERS, TYP. DROPPED TOP CHORD GABLE TRUSS DROPPED TOP CHORD GABLE TRUSS DROPPED TOP CHORD GABLE TRUSS DROPPED TOP CHORD GABLE TRUSS RAKE WALL TO UNDERSIDE OF SHEATHING BEAM POCKET IN WALL OR SIMPSON UA10.5PC HANGERS STUDPACK (WIDTH = BEAM), TYP. OF 3 4x6 D.F. #1 45º BRACE 2' OUT FROM POST, TYP. OF 2 RE: ELEVATIONS POST TO BEAM w/ SIMPSON HL55PC EA. SIDE OF POST, TYP. POST TO BEAM w/ SIMPSON HL55PC EA. SIDE OF POST, TYP. 2x6 TAILS & OUTLOOKERS, TYP. 8x8 D.F. #1 POSTS, TYP. 3T2K 3T2K BLOCKING ABV. SHEAR WALL BTWN TRUSSES INTERIOR BRACED WALLS - GYP BOARD NAILED 4" o.c. EDGES, 7" o.c. FIELD, BOTH SIDES, PANEL EDGES BLOCKED & NAILED, TYP. 4T3K (3) 5 1/2" LVL'S WIND COLUMN LET-IN HEADERS 1-PLY EA. SIDE 8x8 D.F. #1 (4) 2x6 STUDPACK IN WALL OPTION: VAULTED AREA 3T2K (2) 2x10 HEADER 5/8" OSB EXPOSURE 1 ROOF SHEATHING, TYP. (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER 5 1/2"x21" G.L. HEADER (2) 11 7/8" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2) 9 1/2" LVL HEADER (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2) 9 1/2" LVL HEADER (3) 10" (RIPPED 11 7/8") LVL HEADER GIRDER TRUSS GI R D E R TR U S S GI R D E R TR U S S (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R (2 ) 2x 1 0 HE A D E R 6x10 D.F. #1 (DROPPED) 8x 1 2 D. F . #1 RI D G E (D R O P P E D ) 8x 1 2 D. F . #1 (D R O P P E D ) 8x 1 2 D. F . #1 (D R O P P E D ) 8x16 D.F. #1 OR 6 3/4"x15" AYC G.L. (DROPPED) REF N1 1/4" = 1'-0" Roof Framing Approved by SAFEbuilt 08/14/2023 2:16:21 PM