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HomeMy WebLinkAboutPLANS Single Family Residence 1672 Mountain Village Ln 2021-11-24MOUNTAIN VILLAGE DEVELOPMENT ARCHITECTURAL SHEETS T1 TITLE SHEET / GENERAL NOTES: T1.0 TITLE/INDEX SHEET A1 PLAN SHEETS: A1.0 MAIN FLOOR PLAN A1.1 LOFT PLAN A1.2 ROOF PLAN A1.3 SCHEDULES A2 ELEVATIONS: A2.0 EXTERIOR ELEVATIONS A3 SECTIONS: A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A3.2 BUILDING SECTIONS A3.3 BUILDING SECTIONS SHEET INDEX STRUCTURAL SHEETS S1 GENERAL NOTES S2 FOUNDATION PLAN S3 MAIN FLOOR FRAMING S4 LOFT FLOOR FRAMING S5 ROOF FRAMING PLAN S6 BRACED WALL PLAN DOOR/OPENING WINDOW MARK SYMBOLS MATERIAL/GRAPHIC SYMBOLS LEGEND MATERIAL INDICATION MARKS EARTH (ELEV) GRAVEL (ELEV) CONCRETE (ELEV) PLYWOOD (ELEV) O.S.B. (ELEV) GROUT (ELEV) STEEL (ELEV) WOOD FRAMING (CONT.) ROCK / STONE BATT./BLOWN INSULATION RIGID INSULATION MASONRY (PLAN) BRICK (PLAN) SECTION MARK DETAIL MARK ELEVATION MARK TOP OF FLOOR EL = 100'-0" CONTROL ELEVATION WOOD BLOCKING (NON-CONT.)01 A DETAIL BOUNDARY A A1.03 5 A1.03 E1 A1.03 551 SF 1,026 SF LOFT FLOOR AREA = MAIN FLOOR AREA = 1782 SFTOTAL AREA = LIVABLE AREA =1577 SF 285 SFCOVERED PORCH AREA = 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B CODE INFORMATION APPLICABLE CODES: 2015 IRC W/ToEP LOCAL AMENDMENTS 2015 IECC W/ToEP LOCAL AMENDMENTS ESTES VALLEY DEVELOPMENT CODE DESIGN LOADING: SEE SHEET S1 ENERGY COMPLIANCE METHOD- PRESCRIPTIVE DESIGN DESIGN INFORMATION 1'-9 1/4" 4'-0" CLOSET ROD & SHELF BATH MASTER SUITE #1 DINING GREAT ROOM LAV PWDR ROOM KITCHEN UP ENTRY MAIN LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0"1 PANTRY STORAGE CLOSET UNDER STAIRS HOT TUB PORCH PORCH EDGE OF LOFT ABOVE 22'-6" 3'-0 3/4"7'-4 1/4"3'-6"9'-0" 6' - 0 " 12 ' - 8 3 / 4 " 6' - 9 1 / 4 " 12 ' - 1 1 " 3' - 1 " 6'-9"4'-6"4'-6"6'-9" 22'-6" 41 ' - 6 " 1' - 0 " 3' - 0 " 5' - 3 " 6' - 9 3 / 4 " 9' - 2 1 / 4 " 9' - 6 " 15 ' - 0 " 25 ' - 6 " 30"x30" CRAWL SPACE ACCESS 8'-7" 7'-0" 29'-6" 41 ' - 6 " 1 1 / 8 " 5' - 3 1 / 1 6 " 4 1 / 8 " 12 ' - 5 7 / 8 " 6' - 4 " 13 ' - 4 " 6' - 4 " 9' - 0 " CONC. PAD BELOW FOR HOT TUB 3'-0"4'-0"3'-0"10"9'-6"10" 5'-6" 29'-6" 3'-0"2'-9"2'-9"10" 5'-6" 5 1/2" 5'-7 1/2"3 1/2"3'-9" 3 1/2" 5'-7" 15'-6 1/2" 26 ' - 0 1 / 2 " 5 1 / 2 " 2' - 3 1 / 2 " 11 ' - 1 1 " 5' - 0 " 5 1 / 2 " 4' - 7 " 3'-6 1/2" 5 1/2" 17'-6" 4'-0" 7' - 7 1 / 4 " 9' - 8 1 / 4 " 5' - 5 " 5 1 / 2 " M B3B2B1 A1 C TEMP. A2 EGRESS ETEMP D K AA 0130 FLOOR PLAN NOTES ABBREVIATIONS INDICATES BUILDING COMPONENT PROVIDED BY OWNER/CONTRACTOR INDICATES ARCHITECT/ENGINEER OF RECORD O/C A/EOR 1. CONTRACTOR WILL VERIFY ALL DIMENSIONS & CONDITIONS SHOWN ON THESE PLANS AND W/ BUILDING SITE PRIOR TO COMMENCING ANY WORK ON PROJECT. 2. ALL EXTERIOR WALLS ARE DIMENSIONED TO THE FACE OF SHEATHING OR FOUNDATION. ALL INTERIOR WALLS ARE DIMENSIONED TO THE FACE OF STUDS. 3. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EXTERIOR DOORS. WIDTH NOT LESS THAN THE DOOR SERVED. MIN DIMENSION 36 INCH MEASURED IN THE DIRECTION OF TRAVEL. 4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSED SIDE W/ 1 2" GYPSUM BOARD PER R302.7. 5. SEE SHEET A3.3 FOR COMPLIANCE WITH R312.1.3. 1026 SQ FT LIVABLE 05 30 06 40 5'-0" x 6'-0" 21'-5" x 15'-6" 8'-4" x 10'-5" 9'-7" x 10'-5" 4'-4" x 7'-0" 9'-10" x 29'-0" 9'-7" x 10'-5" 5'-7" x 2'-3" 5'-5" x 13'-11" STAIR 8"x8" TIMBER POST 2 PLACES 8"x8" TIMBER POST 4 PLACES 15 R I S E R S @ 7 . 3 3 " ± 50 12 ' - 5 7 / 8 " RA I L I N G 08 28 LAV LAV 03 FRAMED STAIRS 8" X 8" RAILING POST 3'-10 3/4"4'-7 1/4"4'-6"4'-7 1/4"3'-10 3/4" 5'-6" 6'-4 1/2" 3'-9" 16 ' - 2 1 / 2 " 5' - 3 " 6' - 0 " 2'-2 3/4" INSTALL FIREPLACE PER MANF. SPECS 2 A3.0 4 A3.1 1 A3.0 5 A3.2 A3.1 3 30"x30" CONC. PAD FOR AC 2 STUD BAYS NEEDED FOR HVAC RETURN 1 STUD BAY NEEDED FOR HVAC SUPPLY A3.3 7 TYP EXT. UNO DBL STUD BY WINDOW TYP 4 PLACES SHEATH TO SW SCHED. BEFORE FIREPLACE CON. 5'-10 1/2" KINGSMAN 42" OUTDOOR VENTLESS GAS FIREPLACE KINGSMAN 36" INDOOR GAS FIREPLACE 28 WC MECH 5 1 / 2 " 3' - 6 " 28 1'-6" 10 2 L 6' - 9 " TEMP. WATER HEATER HVAC TEMP. ELEC. PANEL 764321 A B A B 5 7643215 1" 9' - 0 " 6' - 0 " C D E C D E C.6C.6 TEMP. NOTE: MECHANICAL ROOM TO HAVE 5/8" GYP BOARD FINISH FOR FIRE PROOFING GAS RANGE HOOD VENT FOR RANGE TO BE VENTED TO THE EXTERIOR N 24 REFRIG SINKD.W. 5 1/2" 6" 5'-0" 10 ' - 2 1 / 2 " 3' - 9 1 / 2 " SHOWER w/ GLASS SWING DOOR WC 8'-4 3/8" RAILING 2'-2 1/4" RAILING 2'-5 3/8" RAILING 2'-2 1/4" RAILING 2'-5 3/8" RAILING (MAX. INSIDE TO INSIDE) 6"Ø RAIL 3"Ø BALUSTER TYP. 36" RAILING SPEC'S-EXTERIOR TIMBER POST PER PLAN HANDPEELED MEMBERS (MAX. INSIDE TO INSIDE) (MAX. INSIDE TO INSIDE) TYP. 42" RAILING SPEC'S-INTERIOR (MAX. INSIDE TO INSIDE) 7/8"O.D. METAL TUBING 2' - 1 1 / 8 " 4" 9" 2' - 3 " 4" 3' - 0 " 8 1 / 4 " 6X6 POST 2.5X4 RAIL4" 4 1 / 4 " 6" 3' - 0 " 6" 3' - 6 " CUSTOM BRACKET PER RMH P STACKED W/D 551 SF 1,026 SF LOFT FLOOR AREA = MAIN FLOOR AREA = 1782 SFTOTAL AREA = LIVABLE AREA =1577 SF 285 SFCOVERED PORCH AREA = A3 EGRESS 3' - 4 " FUR OUT WALL TYP. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B MASTER SUITE #2 WC BATH LOFT SITTING AREA OPEN TO BELOW DN UPPER LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0"1 EDGE OF LOFT 4' - 0 " 21 ' - 6 " S H E D D O R M E R 16 ' - 0 " 41 ' - 6 " 16 ' - 6 " 5' - 0 " 11'-3"11'-3" 5'-9"6"5'-0"5'-0"6"5'-9" 3' - 6 " 6" 22'-6" 41 ' - 6 " 4' - 0 " 8' - 6 " S H E D D O R M E R 29 ' - 0 " 4' - 3 " 4' - 3 " 22'-6" 6'-9"4'-6"4'-6"6'-9" 26 ' - 0 1 / 2 " 5 1 / 2 " 2' - 6 " 7' - 6 " 4' - 0 " 15'-8 1/2" 3 1/2" 4' - 0 " 3 1 / 2 " 3' - 4 1 / 2 " BALCONY F3F2F1GH ABV.ABV. O J TEMP. AB 07 0828 12'-11" x 13'-11" 5'-5" x 9'-11" 15'-6" x 10'-5" 11'-0" x 4'-0" 480 SQ FT LIVABLE UNFINISHED SPACE 10'-0" RAILING "D" 5'-0"5'-0" LA V 5 1/2" 16'-0 1/2" 1' - 8 " RA I L I N G 8'-0"5'-6"8'-0" 5'-6"4'-0" 2 STUD BAYS NEEDED FOR HVAC RETURN FLOOR PLAN NOTES 1. CONTRACTOR WILL VERIFY ALL DIMENSIONS & CONDITIONS SHOWN ON THESE PLANS AND W/ BUILDING SITE PRIOR TO COMMENCING ANY WORK ON PROJECT. 2. ALL EXTERIOR WALLS ARE DIMENSIONED TO THE FACE OF SHEATHING OR FOUNDATION. ALL INTERIOR WALLS ARE DIMENSIONED TO THE FACE OF STUDS. 3. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EXTERIOR DOORS. WIDTH NOT LESS THAN THE DOOR SERVED. MIN DIMENSION 36 INCH MEASURED IN THE DIRECTION OF TRAVEL. 4. SEE SHEET A3.3 FOR COMPLIANCE W/R312.1.3. 3'-3 3/4" 40 764321 A B E A B E 5 7643215 C D C D C.6C.6 N 8'-8 1/4" 8' - 4 " ± H E A D HE I G H T A T W A L L 1'-8 1/2" 3'-6" CLOSET ROD & SHELF 09 3'-6" x 2'-0" 2' - 1 " 26 FUR OUT FULL WALL 1-1/2" FOR PLUMBING 11 28 5'-6" 5'-10 1/4"5'-10 1/4"5'-10 1/4" 17'-6 3/4" RAILING 3' - 0 " RA I L I N G " C " 3' - 0 " RA I L I N G " C " 42" TIMBER AND STEEL TUBE RAILING, SEE A1.01 CC D 551 SF 1,026 SF LOFT FLOOR AREA = MAIN FLOOR AREA = 1782 SFTOTAL AREA = LIVABLE AREA =1577 SF 205 SFCOVERED PORCH AREA = 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B 764321 A B A B 5 7643215 C D E C D E C.6C.6 ROOF PLAN SCALE: 1/4" = 1'-0"1 ROOF PLAN LEGEND FINISH KEY ROOFING -TBD ROOFING-TBD NOTES: 1. VERIFY ALL HEIGHTS WITH BUILDING SECTIONS. 2. VERIFY ALL FINISHES WITH INTERIOR DESIGNER. 3. SEE FINISH SCHEDULES FOR ALL FINISHES. SCHEDULES TAKE PRECEDENCE 4. FOR CONSTRUCTION DETAIL SEE R91 ABOVE ROOF SHEATHING ROOF UNDERLAYMENT ROOF COVERING, SEE ELEVATIONS ICE & WATER SHIELD VALLEY FLASHING 2'-0" MIN. 3" 6" T O T A L O V E R L A P 2'- 0 " M I N . ICE & WATER SHIELD TO BE PLACED 2' MIN. FROM ALL EXT. WALLS, UP ALL RAKES, AND EACH SIDE OF ALL VALLEYS, AND SHED ROOF INTERSECTIONS, & ALL ROOFS UNDER 4:12 ICE AND WATER SHIELD BOUNDARY N A1.2 SCALE: NTS TYP. ROOFING CONDITIONR91 10:1210:12 4:12 4:12 4: 1 2 4: 1 2 10:1210:12 10 : 1 2 10 : 1 2 4.45±:12 4.45±:12 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B TAG WINDOW SCHEDULE TYPE MODEL #R.O.REMARKSHEAD HT.JAMBQTYSTYLE 1.ALL WINDOWS TO BE PELLA IMPERVIA SERIES FIBERGLASS w/ A U-FACTOR OF 0.27 MIN. 2.COLOR IS TO BE BLACK ON EXTERIOR AND BLACK INTERIOR 3.WINDOWS DO NOT COME WITH EXTENDED JAMBS, GENERAL CONTRACTOR TO FINISH WINDOW JAMB AS NEEDED ON SITE 4.TEMPERED SAFETY GLAZING WHERE REQUIRED BY CODE, OR NOTED. 5.GLAZING TYPE TBD 6.ALL OPERATING WINDOWS TO COME WITH SCREENS, COLOR IS BROWN 7.WINDOWS THAT ARE TO BE USED FOR EGRESS PURPOSES, THEIR RESPECTIVE SILL IS TO BE NO MORE THAN 41-1/2" A.F.F. 8.WINDOWS IN LOFT ARE 6'-8" FROM LOFT FLOOR LEGEND TEMP - TEMPERED SH - SINGLE HUNG NOTES A1 3-0/5-0 6'-8"1 -- F1 FIXED 4-0/4-0 4'-0" X 4'-0"13'-3 3/4"1 -- 3'-0" X 5'-0"SINGLE HUNG B1 8'-8 1/2"1 -4'-0" X 7'-0"VIEW VENT 4-0/7-0 SEE #1/A1.2 4'-0" RO 7' - 0 " R O 5' - 0 " 2' - 0 " FIXED AWNING VIEW VENT WINDOW MAKEUP SCALE: 1/4" = 1'-0" 1 C 6-4/3-6 6'-8"1 -5'-4" X 3'-6"2 WIDE-SH EGRESS TEMP. D 4-0/3-0 6'-8"1 -4'-0" X 3'-0"2 WIDE-SH E 3-8/1-4 6'-8"1 -3'-8" X 1'-4"FIXED OBSCURE GLASS, TEMP., TILED JAMB - - - -TRAPEZOIDAL WINDOW SCALE: 1/4" = 1'-0"2 5'-11 5/8" RO 6' - 6 " R O 7'-9 3 / 1 6 " 3 9 . 7 8 ° 5'-11 1/8" FRAME 6' - 5 1 / 2 " FR A M E 3 9 . 9 7 ° 7'-8 1 3 / 1 6 " 12 10 12 10 G TRAPEZOID-LEFT SEE DETAIL SEE DETAIL 20'-11 1/4"1 --SEE #2/A1.2 H TRAPEZOID-RIGHT SEE DETAIL SEE DETAIL 20'-11 1/4"1 --SEE #2/A1.2 J 2-0/3-0 6'-8"1 --2'-0" X 3'-0"SINGLE HUNG TEMP. TAG PATIO DOOR SCHEDULE TYPE MODEL #R.O.REMARKSHEAD HT.JAMBQTYSTYLE NOTES AA 7280 6'-10 1/4"1 -6 9/166'-3" X 6'-10 1/4"SH, PD, I/A AB 6080 6'-10 1/4"1 -5'-3" X 6'-10 1/4"SH, PD, A/I DOOR SCHEDULE TAG QTY STYLE TYPE UNIT SIZE R.O.JAMB HARDWARE REMARKS LH RH DOOR SWING KEY NOTES 1.VERIFY ALL DOOR SIZES, MATERIALS, HARDWARE FINISH, HARDWARE TYPE, COLOR, SWINGS WITH OWNER PRIOR TO ORDERING. 2.ALL GLASS IN DOORS AND SIDELIGHTS TO BE TEMPERED. 3.DOOR HARDWARE TBD 4.INTERIOR DOORS TO BE SHAKER 2 PANEL, UNO. 5.EXTERIOR DOORS TO HAVE A MIN U-FACTOR OF 0.29. LEGEND INT - INTERIOR EXT - EXTERIOR DBL - DOUBLE A/I - ACTIVE/INACTIVE MATERIALSWING RH LH 01 1 ENTRY LH 6 9/16"3'-0" X 6'-8"-PER MANF.2 PANEL DOORKNOTTY ALDER 02 1 EXT.LH2'-8" X 6'-8"-FIBERGLASS 03 1 INT.RH 6 9/16"SEE 9/A1.03- 2'-10" X 6'-10 7/8" 04 1 INT. POCKET NA 6 9/16"2'-8" X 6'-8"-KNOTTY ALDER5'-6" X 6'-11" 05 1 INT.LH 4 9/16"3'-0" X 6'-8"-KNOTTY ALDER3'-2" X 6'-11" 06 1 INT. BI-FOLD NA 4 9/16"4'-0" X 6'-8"-KNOTTY ALDER4'-2" X 6'-11" 07 1 BARN DOOR -6 9/16"4'-0" X 6'-8"-RUSTIC3'-10 1/2" X 6'-8 3/4" 08 2 INT.LH 6 9/16"2'-8" X 6'-8"-KNOTTY ALDER2'-10" X 6'-11" 09 1 INT. POCKET NA 6 9/16"2'-6" X 6'-8"-KNOTTY ALDER5'-2" X 6'-11" T.O. OF SUBFLOOR DOOR WIDTH + 2" = "RO" DO O R H E I G H T + 3 " = " R O " INTERIOR DOOR HEADER INT. DOOR RO DIAGRAM SCALE: 1/4" = 1'-0" 8 SLIDING/HANGING FINISH OPENING IS 3'-9" X 6'-8", SEE 10/A1.02 3 1/2" X 5 1/2" TRIM, PLANED 3 SIDES, ROUGH SAWN FACE 3 3/4" X 5 1/2" TRIM, PLANED 3 SIDES, ROUGH SAWN FACE, TOP EDGE HAS 22.5° PITCH CUT 3 1/2" X 5 1/2" TRIM, PLANED 3 SIDES, ROUGH SAWN FACE, TOP EDGE HAS 22.5° PITCH CUT EXT. WINDOW TRIM SCALE: 1/4" = 1'-0"3 3 1/2" X 5 1/2" TRIM, PLANED 3 SIDES, ROUGH SAWN FACE 3 3/4" X 5 1/2" TRIM, PLANED 3 SIDES, ROUGH SAWN FACE, TOP EDGE HAS 22.5° PITCH CUT EXT. DOOR TRIM SCALE: 1/4" = 1'-0"4 3/4"x SILL PLATE W/ 3/4" X 3 1/2" TRIM BELOW DRYWALL AROUND WINDOW JAMB TO FRAME INT. WINDOW TRIM SCALE: 1/4" = 1'-0"5 TILE AROUND WINDOW AT SHOWER, PATTERN TBD INT. WINDOW TRIM @ SHOWER SCALE: 1/4" = 1'-0"6 INT. DOOR TRIM SCALE: 1/4" = 1'-0"7 INT. DOOR UNDER STAIRS SCALE: 1/4" = 1'-0" 9 10 1 BARN DOOR -6 9/16"2'-8" X 6'-8"-RUSTIC2'-6 1/2" X 6'-8 3/4"SLIDING/HANGING FINISH OPENING IS 2'-6" X 6'-8", SEE 10/A1.02 6 9/16"STEEL DOOR TBD FINISH OPENING WIDTH 6' - 8 " T.O. OF SUBFLOOR 3/4" X 5 1/2" TRIM AT TOP OF OPENINGS WITH BARN DOORS. 3/4" X 3 1/2" TRIM SIDE CASINGS DOOR+OPENING+TRIM 4" 1" A B V . F I N I S H O P E N I N G BARN DOOR HARDWARE TBD BARN DOOR DTL. SCALE: 1/4" = 1'-0"10 K 2-6/5-0 6'-8"1 --2'-6" X 5'-0"SINGLE HUNG TEMP.L 1-6/2-0 6'-8"1 --1'-6" X 2'-0"FIXED NOTE: GC TO CONFIRM BARN DOOR HARDWARE AND ADJUST HEIGHT OF DOOR AND TRIM CAP AS REQD. M 3-0/3-6 6'-8"1 --3'-0" X 3'-6"SINGLE HUNG TEMP. 2" 3/4" X 3 1/2" TRIM AROUND ENTIRE DOOR AND OPENINGS W/ BUTT AND PASS 2"O 6-4/3-0 7'-5"1 -6'-4" X 3'-0"2 WIDE-AWNING -TEMP. TRIM TO PREFAB WALL SCALE: NTS11 #10 X 5" BTX FLATHEAD BRONZSTAR WOOD SCREW @ 16" O.C. PLACE FIRST SET OF FASTENERS 3" FROM EDGES - O/C 3" 3" 3" 11 1 - CABINET2'-6" X 3'-8 13/16" 3' - 5 1 3 / 1 6 " 2'-4" 7 1/16 1.ALL PATIO DOORS TO BE THERMA TRU w/ U-FACTOR OF 0.29 MIN. 2.HARDWARE IS TBD 3.EXTERIOR COLOR IS BLACK 4.GLAZING TYPE TBD 5.ALL JAMB EXTENSIONS TO BE FACTORY INSTALLED 6.ALL GLASS IN DOORS AND SIDELIGHTS TO BE TEMPERED PER CODE LEGEND SH - SIDE HINGED PD - PATIO DOOR A/I - ACTIVE/INACTIVE 4 9/16"INT.RH2'-8" X 6'-8"2'-10" X 6'-11"KNOTTY ALDER EXTERIOR RAILING DETAILS SCALE: NTS12 2'-2 1/4" RAILING "H" 1"x5-1/2" COMPOSITE DECKING 3/4"x11-7/8" COMPOSITE FASCIA RIPPED TO FIT CONC. PIER PER PLAN 2x8 P.T. BACKER ATTACHED TO BACK OF STRINGERS 7 1 / 4 " 10" 2x8 BACKER ATTACHED TO BACK OF STRINGERS 2x P.T. BLOCK HANGER NAILED TO BACKER AND DECK BLOCKING DECK JOISTS PER PLAN 8x8 TIMBER POST CONCRETE PAD POURED IN ORDER TO MATCH EXACT HEIGHT FOR STAIR HEIGHT 35.9° RAILING TO BE SENT LONG AND FITTED TO POSTS ON SITE. TOP AND BOTTOM RAILS TO NOT HAVE DOWELS ON ENDS. BALUSTERS TO BE DOWELED TO TOP AND BOTTOM RAILS. INSTALL PER LOCAL CODES 2'-2 1/4" RAILING "H" 7 1 / 4 " 10" 3 3/4" MAX 3"Ø STAIR BALUSTERS DOWELED TO TOP AND BOTTOM RAILS 6"Ø TOP AND BOTTOM RAILS SENT LONG (NOT DOWELED). GC TO CUT AND FIT RAILING ON SITE AS REQD. NOTE: STAIR RAILING SENT LONG WITH EXTRA BALUSTERS ATTACHED INCASE EXTRA STEP NEEDS TO BE ADDED ONSITE DUE TO GRADING. POSTS FOR RAILING ARE NOT TO BE PRE-DRILLED. 4'- 0 " 9 1/4" 2' - 1 1 / 8 " 35.9° 1' - 1 1 1 / 2 " 2x14 STAIR STRINGER 1' - 1 1 1 / 2 " P 5-0/2-0 6'-8"1 -5'-0" X 2'-0"FIXED -TEMP. A2 6-4/3-6 6'-8"1 --5'-4" X 3'-6"2 WIDE-SH EGRESS A3 3-0/5-0 6'-8"1 --3'-0" X 5'-0"SINGLE HUNG EGRESS B2 8'-8 1/2"1 -4'-0" X 7'-0"VIEW VENT 4-0/7-0 SEE #1/A1.2- B3 8'-8 1/2"1 -4'-0" X 7'-0"VIEW VENT 4-0/7-0 SEE #1/A1.2- F2 FIXED 4-0/4-0 4'-0" X 4'-0"13'-3 3/4"1 -- F3 FIXED 4-0/4-0 4'-0" X 4'-0"13'-3 3/4"1 -- 1' - 6 3 / 8 " R O 1' - 5 7 / 8 " FR A M E TEMP. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B 7 6 4 3 2 1 RIGHT ELEVATION SCALE: 1/4" = 1'-0"3 100'- 0" T.O. SUB FLOOR 100'- 3/4" ± T.O. FINISH FLOOR LOG POST LOG RAILING TIMBER TRIM FRONT ELEVATION SCALE: 1/4" = 1'-0"4 TIMBER TRIM LOG POST LOG RAILING METAL ROOFING ROCK VENEER 100'- 0" T.O. SUB FLOOR 100'- 3/4" ± T.O. FINISH FLOOR LEFT ELEVATION SCALE: 1/4" = 1'-0"1 ROCK VENEER METAL ROOFING LOG POSTLOG RAILING TIMBER TRIM BACK ELEVATON SCALE: 1/4" = 1'-0"2 TIMBER TRIM LOG POST ROCK VENEER 2' 0 " M I N . 2' 0 " M I N . GRADE GRADE GRADE GRADE 4 124 12 10 12 4 12 4.45± 109'- 2" T.O. LOFT 109'- 2" T.O. LOFT 110'- 1 1/8" T.O. WALL 113'- 1 1/8" T.O. WALL 113'- 1 1/8" T.O. WALL 118'- 2 1/4" T.O. WALL 118'- 2 1/4" T.O. WALL 110'- 1 1/8" T.O. WALL 109'- 2 3/4" ± T.O. FINISH FLOOR 109'- 2 3/4" ± T.O. FINISH FLOOR 94'- 9 7/8" T.O. FOOTING 94'- 9 7/8" T.O. FOOTING B.U. GRADE B.U. GRADE ROCK VENEER LOG RAILING EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE 95'- 4 1/2" T.O. PIER FOOTING 95'- 4 1/2" T.O. PIER FOOTING LOG RAILING 5 7643215 A B E ABE METAL ROOFING METAL ROOFING 4 12 CDC.6 C DC.6 TAMKO HERITAGE LAMINATED ASPHALT SHINGLES - CLASS A RATING TAMKO HERITAGE LAMINATED ASPHALT SHINGLES - CLASS A RATING RMH APPALACHIAN SIDING RMH APPALACHIAN SIDING RMH APPALACHIAN SIDING RMH APPALACHIAN SIDING T.O. SHEATHING T.O. SHEATHING 123'- 11 1/2" ± 123'- 11 1/2" ± 2-1/2" RIB TRADITIONAL CORRUGATED METAL UNTREATED COR-TEN 2-1/2" RIB TRADITIONAL CORRUGATED METAL UNTREATED COR-TEN 2-1/2" RIB TRADITIONAL CORRUGATED METAL UNTREATED COR-TEN 2-1/2" RIB TRADITIONAL CORRUGATED METAL UNTREATED COR-TEN 4.45± 12 10 12 12T.O. BEAM T.O. BEAM 122'- 3 5/16" ± 122'- 3 5/16" ± 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B 2 3 4 22'-6" 8' - 1 3 / 8 " 9' - 0 1 / 4 " 9' - 2 " SCALE: 3/8" = 1'-0" GREAT ROOM SECTION1 SCALE: 3/8" = 1'-0" MASTER SUITE SECTION2 10 ' - 1 1 / 8 " 3' - 0 " 100'- 0" T.O. SUBFLOOR 94'- 9 7/8" T.O. FOOTING 113'- 1 1/8" T.O. WALL T.O. WALL 98'- 9 7/8" GREAT ROOM 15 ' - 1 0 7 / 1 6 " 20 ' - 6 5 / 1 6 " 18 ' - 1 1 9 / 1 6 " 11 ' - 4 5 / 1 6 " MASTER SUITE #1 MASTER SUITE #2 109'- 2" T.O. LOFT 118'- 2 1/4" T.O. WALL 110'- 1 1/8" T.O. WALL 100'- 3/4" T.O. FINISH FLOOR 109'- 2 3/4" T.O. FINISH FLOOR 95'- 4 1/2" T.O. PIER FOOTING 4' - 0 " 4' - 0 " 2 3 4 FLOOR CONSTRUCTION: UNDERLAYMENT, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING LOFT FLOOR CONSTRUCTION: LVL LEDGER, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING FLOOR CONSTRUCTION: UNDERLAYMENT, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING CONDITIONED CRAWL SPACE w/ AIR SUPPLY AND RETURN. R-19 MIN. INSULATION RATING w/ THERMAL / IGNITION BARRIER COVERING CONDITIONED CRAWL SPACE w/ AIR SUPPLY AND RETURN. R-19 MIN. INSULATION RATING w/ THERMAL / IGNITION BARRIER COVERING WALL CONSTRUCTION: 2x6 STUDS @ 16"o.c. w/ R-21 F.G. INSUL., 1/2" WALL SHTG. w/ TYVEK PAPER, INTERIOR & EXTERIOR FINISH PER ELEVATIONS. WALL CONSTRUCTION: 2x6 STUDS @ 16"o.c. w/ R-21 F.G. INSUL., 1/2" WALL SHTG. w/ TYVEK PAPER, INTERIOR & EXTERIOR FINISH PER ELEVATIONS. 2'-0" 2'-0" 22'-6" 11'-3"11'-3" 3'-8 1/2"3'-8 1/2"3'-8 1/2"3'-8 1/2"3'-9" 3' - 1 1 / 2 " 3' - 1 1 / 1 6 " 3' - 3 1 3 / 1 6 " 10 12 123'- 11 7/8" T.O. SHEATHING 4 3 / 1 6 " 1"1" 3'-9" TJI ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER #30 FELT, TJI JOISTS WITH SPRAY INSULATION R-49 (PER PLAN), INTERIOR FINISH PER CONTRACT PER LOCAL CODES. SOFFIT W/ 2x6 T&G DECKING 11'-3"11'-3" 2'-0" 10 12 21 " M I N . 4.45± 12122'- 3 5/16" T.O. BEAM 21 " M I N . TJI ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER #30 FELT, TJI JOISTS WITH SPRAY INSULATION R-49 (PER PLAN), INTERIOR FINISH PER CONTRACT PER LOCAL CODES. SOFFIT W/ 2x6 T&G DECKING 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B 22'-6" 2'-0" 9' - 2 " 1'-0" 7' - 7 3 / 4 " 3' - 0 " 3' - 0 " SCALE: 3/8" = 1'-0" KITCHEN SECTION3 SCALE: 3/8" = 1'-0" PORCH SECTION4 9'-0" 37'-0" 4 12 KITCHEN DINING PORCH 100'- 0" T.O. SUBFLOOR 99'- 10 1/2" T.O. PORCH 94'- 9 7/8" T.O. FOOTING 113'- 1 1/8" T.O. WALL T.O. WALL 98'- 9 7/8" 11 ' - 6 7 / 8 " 18 ' - 1 1 9 / 1 6 " 15 ' - 1 0 7 / 1 6 " 20 ' - 6 5 / 1 6 " 109'- 2" T.O. LOFT PORCH ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER 15# FELT, 2" CENTER CUT PLANK, ON TRUE 2x RAFTER (SEE PLAN). 110'- 1 1/8" T.O. WALL 100'- 3/4" T.O. FINISH FLOOR 109'- 2 3/4" T.O. FINISH FLOOR 8' - 5 1 / 8 " 1'-6" 5'-6" 95'- 4 1/2" T.O. PIER FOOTING 4' - 0 " 4 3 25 1 ENTRY PORCH FLOOR CONSTRUCTION: UNDERLAYMENT, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING LOFT FLOOR CONSTRUCTION: LVL LEDGER, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING CONDITIONED CRAWL SPACE w/ AIR SUPPLY AND RETURN. R-19 MIN. INSULATION RATING w/ THERMAL / IGNITION BARRIER COVERING WALL CONSTRUCTION: 2x6 STUDS @ 16"o.c. w/ R-21 F.G. INSUL., 1/2" WALL SHTG. w/ TYVEK PAPER, INTERIOR & EXTERIOR FINISH PER ELEVATIONS. 11'-3"11'-3" 3'-8 1/2"3'-8 1/2"3'-9"3'-8 1/2"3'-8 1/2"3'-9" 1"1" PORCH ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER 15# FELT, 2" CENTER CUT PLANK, ON TRUE 2x RAFTER (SEE PLAN). 4 12 3' - 1 1 / 2 " 3' - 1 1 / 1 6 " 3' - 3 1 3 / 1 6 " 10 12 NOTE: SIP'S PANELS TO BE ENGINEERED AND MANUFACTURED BY BIG SKY R-CONTROL 4 3 / 1 6 " SIM. 122'- 3 5/16" T.O. BEAM 21 " M I N . 6' - 1 0 3 / 4 " 123'- 11 7/8" T.O. SHEATHING TJI ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER #30 FELT, TJI JOISTS WITH SPRAY INSULATION R-49 (PER PLAN), INTERIOR FINISH PER CONTRACT PER LOCAL CODES. SOFFIT W/ 2x6 T&G DECKING 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B 41'-6" 1'-0" 22'-6" 3' - 0 " 4 3 267 1 7'-0"3'-0"9'-0" SCALE: 3/8" = 1'-0" GREAT ROOM SECTION5 10 ' - 1 1 / 8 " 3' - 0 " 20 ' - 6 5 / 1 6 " 7' - 1 1 1 / 8 " 4 12 4 12 ENTRY GREAT ROOM PORCH 100'- 0" T.O. SUBFLOOR 110'- 1 1/8" T.O. WALL 99'- 10 1/2" T.O. PORCH 94'- 9 7/8" T.O. FOOTING 113'- 1 1/8" T.O. WALL T.O. WALL 98'- 9 7/8" 11 ' - 6 7 / 8 " 18 ' - 1 1 9 / 1 6 " 15 ' - 1 0 7 / 1 6 " PORCH ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER 15# FELT, 2" CENTER CUT PLANK, ON TRUE 2x RAFTER (SEE PLAN). PORCH ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER 15# FELT, 2" CENTER CUT PLANK, ON TRUE 2x RAFTER (SEE PLAN), CONTRACT PER LOCAL CODES. 100'- 3/4" T.O. FINISH FLOOR 5 95'- 4 1/2" T.O. PIER FOOTING 3' - 0 " 4' - 0 " 1'-0" 9' - 1 0 1 / 8 " 11 ' - 3 3 / 4 " FLOOR CONSTRUCTION: UNDERLAYMENT, 3/4" CDX SUB-FLOOR, AND 11 7/8" TJI I-JOISTS @ 16"o.c. w/ BLOCKING OVER BEARING CONDITIONED CRAWL SPACE w/ AIR SUPPLY AND RETURN. R-19 MIN. INSULATION RATING w/ THERMAL / IGNITION BARRIER COVERING WALL CONSTRUCTION: 2x6 STUDS @ 16"o.c. w/ R-21 F.G. INSUL., 1/2" WALL SHTG. w/ TYVEK PAPER, INTERIOR & EXTERIOR FINISH PER ELEVATIONS. 2'-0" 11'-3"11'-3" 3'-8 1/2"3'-8 1/2"3'-9"3'-8 1/2"3'-8 1/2"3'-9" 1"1" 3' - 1 1 / 2 " 3' - 1 1 / 1 6 " 3' - 3 1 3 / 1 6 " 10 12 4 3 / 1 6 " 9' - 9 3 / 8 " 1'-6" 21 " M I N . 122'- 3 5/16" T.O. BEAM 123'- 11 7/8" T.O. SHEATHING TJI ROOF CONSTRUCTION: FINISHED ROOF PER ELEVATION, OVER #30 FELT, TJI JOISTS WITH SPRAY INSULATION R-49 (PER PLAN), INTERIOR FINISH PER CONTRACT PER LOCAL CODES. SOFFIT W/ 2x6 T&G DECKING 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B A SCALE: 3/8" = 1'-0" STAIR SECTIONS3 MASTER SUITE #1 BALCONY MASTER SUITE #2 6"x10" TIMBER BEAM TO BE EXTENDED INTO LOFT FLOOR. CONNECTION & LENGTH PER PLAN 100'- 0" T.O. SUBFLOOR 110'- 1 1/8" T.O. WALL 94'- 9 7/8" T.O. FOOTING T.O. WALL 98'- 9 7/8" 109'- 2" T.O. LOFT 100'- 3/4" T.O. FINISH FLOOR SCALE: 3/8" = 1'-0" BALCONY SECTION7 4" 36 " M I N 36 " M I N WA L L ED G E HANDRAIL 1 1/4" TO 2" 1 1/2" MIN 3 1/2" MAX 7 3 / 4 " M A X 34 " M I N 38 " M A X 10" MIN STAIRWAY NOTES: 1. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 2. THE RISE OF STEPS SHALL NOT BE LESS THAN 4 INCHES OR GREATER THAN 7-3/4 INCHES. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. 3.THE RUN SHALL NOT BE LESS THAN 11 INCHES AS MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FURTHER MOST PROJECTION OF ADJACENT TREADS. THE LARGEST TREAD RUN WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY 3/8 INCH. 4. WINDER TREADS SHALL HAVE A MINIMUM OF TREAD DEPTH OF 10" MEASURED AT A POINT 12" FROM THE NARROW SIDE OF THE TREAD, AND HAVE A MINIMUM DEPTH OF 6". WITHIN ANY FLIGHT OF STAIRS THE GREATEST WINDER TREAD DEPTH AT THE 12" WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". 5. ALL STAIRWAY CONSTRUCTION TO COMPLY WITH R311.7. HANDRAIL NOTES: 1. RESIDENTIAL STAIRS REQUIRE HANDRAILS ON A MINIMUM OF ONE SIDE. 2. HANDRAIL SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH ENDS RETURNED TO NEWEL POST OR WALL. 3. THE HANDGRIP PORTION OF THE HANDRAILS SHALL NOT BE LESS THAN 1 1/4" INCHES NOR MORE THAN 2 INCHES IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTION FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE HANDRAIL AND ANY ABUTTING CONSTRUCTION SO AS TO AVOID INJURY TO FINGERS. GUARDRAIL NOTES: 1. 36" (MIN) HIGH GUARDRAILS ARE REQUIRED FOR UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS, DECKS, RAMPS, AND PORCHES, WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR A FLOOR OR OTHER SURFACE BELOW. 2. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAIL SPACING OR PATTERN SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH AND THE TRIANGULAR AREA FORMED BY TREAD, RISER AND GUARDRAIL SO THAT 6-INCH SPHERE CANNOT PASS THROUGH 4" 4" 6" 109'- 2 3/4" T.O. FINISH FLOOR 95'- 4 1/2" T.O. PIER FOOTING 7 5 / 1 6 " 10" 10"3'-6 1/4" 9' - 2 " 9' - 2 " 10'-0" 8' - 0 1 / 1 6 " 8' - 0 1 / 1 6 " 3'-3 1/4" 4'-3 3/4" 7 5 / 1 6 " FINISH ROOF LINE 9' - 0 7 / 8 " 6' - 8 " 4' - 0 " 1 2" GYP BD FOR ENCLOSED USABLE SPACE UNDER STAIRS SCALE: 3/4" = 1'-0" STAIR DETAIL2 2-1/2" PLANED TREAD 3/4" PLYWOOD BACKING UNFINISHED STEEL COVERING w/ CLEAR. INSTALL TO RUN BEHIND TREAD 1/4" BEVEL ON TOP OF TREAD NOSING STEEL AND TIMBER RAILING 4'-5" 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B DESIGN LOADS CODE: 2015 IRC W/TOEP LOCAL AMENDMENTS ELEVATION: 7505 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 65 PSF SLOPED ROOF SNOW LOAD: 51 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF DECK LIVE LOAD: 65 PSF DECK DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. D SEISMIC: DESIGN CATEGORY B ASSUMED SOIL BEARING CAPACITY: 2500 PSF (ENGINEER TO VERIFY) GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. EXCAVATION 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 3,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. CAST-IN-PLACE CONCRETE 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 3 4" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 3 4" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 1 2" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 7" MINIMUM AND SHALL BE PLACED A MINIMUM OF 48" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. WOOD FRAMING AND SHEATHING 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON THIS SHEET. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B TYPICAL DETAILS/CONSTRUCTION SCHEDULES 22'-6" 25'-6" 9' 6' 1' 41'-6" 5'-6"1'-6" 29'-6" 41'-6" 22'-6"9'7'3' 29'-6"29'-6" 13'-4" 9' 6'-4" 6' 6'-6" 4" 4" 5'-4" 4" 6" MIN 30" MIN 1'-4" 8" 1 2"∅ ANCHOR BOLT, MIN 7" EMBEDMENT WOOD FRAMING #4 HORIZ., PER NOTES ON SHEET S1 #4 VERT., SPACING PER NOTES ON SHEET S1 24" SPLICE LENGTH FOUNDATION DRAIN AND BEDDING #4 CONTINUOUS FLOOR FRAMING CRAWL SPACE F16 F16 F16 F16 F1 6 F1 6 F1 6 F1 6 F15 F15 F15 F15 F15 F30 F24 F15 F15 15' 11'-9" 10'-7" HD1 HD1 HD1 HD1 HD1 HD1HD1 INSTALL ABU88 POST BASE EA. POST, TYP HD1 11'-3" ℄ BEAM POCKET 8" WIDE x 11" TALL 11'-3" ℄ BEAM POCKET 8" WIDE x 11" TALL 14'-83 4" ℄ BEAM POCKET 8" WIDE x 31 2" TALL 14'-83 4" ℄ BEAM POCKET 8" WIDE x 31 2" TALL BEAM POCKET 6" WIDE x 11" TALL BEAM POCKET 6" WIDE x 11" TALL 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B FOUNDATION NOTES: 1. CONCRETE WALL/FOOTING CONSTRUCTION TO BE INSTALLED PER NOTES ON SHEET S1. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 3. FOUNDATION DIMENSIONS SHOWN ARE TO CENTER OF PAD FOOTING OR EXTERIOR CORNER OF WALL UNLESS NOTED OTHERWISE. 4. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 5. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 6. SEE WALL BRACING PLAN FOR GARAGE DOOR PORTAL FRAME CONSTRUCTION HOLD DOWN REQUIREMENTS. 7. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. FOUNDATION PLAN 0'4'8'2' SCALE: 1/4" = 1'16' HOLD-DOWN SCHEDULE HD1- SIMPSON STHD14-RJ TYPICAL WALL DETAIL SCALE: NTS 10" CANTILEVER 10" CANTILEVER FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. TYPICAL FLOOR ASSEMBLY INCLUDES 9.5" I-JOISTS, 3 4" PLYWOOD AND FINISH PER OWNER. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 6. DECK FRAMING TO BE CONNECTED TO MAIN STRUCTURE WITH A 2x10 LEDGER BOARD WITH 1 2"∅ LEDGER LOKS 16" O.C., STAGGERED. DECK JOISTS TO BE HUNG FROM LEDGER WITH EITHER SIMPSON LUS28 HANGERS (FACE MOUNT) 7. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 9.5" RFPI40 @ 16" O.C. 8x8 DF#1 POST, (4) 14" LVL/19.5" GLULAM BEAM TO SIT ON TOP OF POST, HANG (3) 117 8" LVL/12" GLULAM BEAM OFF POST FACE W/ SIMPSON HB5.50/11.88 TOP FLANGE HANGER 9.5" RFPI40 @ 16" O.C. 2x8 @ 16" O.C. 2x8 @ 16" O.C. (3 ) 1 . 7 5 " x 1 1 7 8" D R O P P E D L V L B E A M OR 5. 5 " x 1 2 " 2 4 F - V 4 G L U L A M B E A M (2 ) 1 . 7 5 " x 1 1 7 8" D R O P P E D L V L B E A M (4) 1.75"x14" FLUSH LVL BEAM BOLT MEMBERS TOGETHER W/(2) ROWS 1 2"∅ BOLTS 24" O.C. OR 5.5"x19.5" 24F-V4 GLULAM BEAM POINT LOAD FROM ROOF ABOVE, PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BEAM POCKET BEAM POCKET BEAM POCKET BEAM POCKET (3 ) 2 x 8 D R O P P E D B E A M (3 ) 2 x 8 D R O P P E D B E A M 8x8 POST W/SIMPSON BC68 CAP PROVIDE SOLID BLOCKING THROUGH FLOOR FOR POST FROM ROOF ABOVE, TYP OF 6 POST FROM LOFT BEAM ABOVE, BEAR ON (3) 1 3 4"x9 1 2" LVL CANTILEVER JOISTS AT FIREPLACE, ATTACH 2x10 LEDGER PER STANDARD NOTES MAIN FLOOR FRAMING PLAN 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. TYPICAL FLOOR ASSEMBLY INCLUDES 9.5" I-JOISTS, 3 4" PLYWOOD AND FINISH PER OWNER. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 6. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 8. I-JOISTS TO BE HUNG FROM FLUSH BEAMS WITH SIMPSON IUS2.37/9.5 HANGERS (FACE MOUNT). (2) 1.75"x9.5" LVL BEAM CONNECT TO TIMBER BEAM W/(2) ROWS OF 1 4"∅ GRK-RSS SCREWS 24" O.C.- TYP OF 3 INTERIOR BEARING WALL BELOW 6x10 DF#1 CANTILEVERED BEAM RUN INTO FLOOR SYSTEM 4' CANTILEVER 8' TIEBACK LENGTH FOR 6x10 (2) 1.75"x9.5" LVL HEADER 2x12 STAIR STRINGER, TYP 6x6 POST W/SIMPSON CBT2Z CONNECTOR (2) 1.75"x9.5" LVL FLUSH BEAM (2) 1.75"x9.5" LVL FLUSH BEAM LOFT FLOOR FRAMING PLAN 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B NOTE: ARCHITECTURAL ACCENTS OF CORBEL MEMBERS NOT SHOWN. ROOF FRAMING NOTES: 1. UPLIFT CONNECTIONS FOR EACH RAFTER TO PLATE TO BE MADE WITH SIMPSON H2.5A CLIP. RAFTERS TO BE STRAPPED OVER RIDGE BEAM WITH SIMPSON LSTA21 STRAP TIE. 2. SOLID BLOCKING FOR ALL REPETITIVE ROOF FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 3. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 4. GENERAL NAILING AND FRAMING REQUIREMENTS FOR ROOF FRAMING TO BE PER GENERAL NOTES ON SHEET S1. 5. ALL HEADERS TO BE (2) 2X8 UNLESS NOTED OTHERWISE. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND SLOPES FOR ROOF FRAMING. 7. SHEATHING REQUIREMENTS (THICKNESS AND NAILING PATTERNS TO BE PER GENERAL NOTES ON SHEET S1. SHEATHING OVER COVERED DECK AREA TO BE 2x10 S4S DECKING. 8. ALL WOOD STRUCTURAL MEMBERS TO BE HEM-FIR #2 OR BETTER UNLESS OTHERWISE NOTED. 9. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 10. RAFTER HANGER SCHEDULE: 2x8 - SIMPSON LUS26 2x12 RAFTERS @ 24" O.C. OR 117 8" RFPI40 RAFTERS @ 24" O.C. 2x10 ROUGH SAWN RAFTERS @ 24" O.C. 117 8" RFPI40 RAFTERS @ 24" O.C. 5. 5 " x 1 9 . 5 " 2 4 F - V 4 G L U L A M D R O P P E D R I D G E B E A M 6x 1 0 P U R L I N 6x 1 0 P U R L I N 6x 1 0 P U R L I N 6x 1 0 P U R L I N (2) 1.75"x117 8" LVL SUPPORT FOR DORMER WALL-TYP (3) 1.75"x117 8" LVL HEADER OR 5.5"x9" 24F-V4 GLULAM BEAM 8x 1 2 D R O P P E D T I M B E R B E A M 6x10 DF #1 CORBEL MEMBER, TYP. (4) 3 8"∅ GRK-RSS SCREW OR EQUIV. (4) 3 8"∅ GRK-RSS SCREW OR EQUIV. (4) 3 8"∅ GRK-RSS SCREW OR EQUIV. FRAMED EXTERIOR WALL TO BE PACKED OUT AT CORBEL LOCATION, TYP. ROOF FRAMING ABOVE NOT SHOWN BEAM POCKET IN FRAMED WALL 8x8 TIMBER POST W/SIMPSON BC8 CAP TYP OF 6 OVERFRAME AREA 2x8 RAFTERS @ 24" O.C. (3) 1.75"x117 8" LVL BEAM TIMBER CORBEL. TYP EACH CORNER OVERFRAME AREA NOTCH 1" AT CONNECTION, TYP 6x10 DROPPED TIMBER RIDGE BEAM STUD PACK FROM RIDGE TO LVL BEAM MIN (4) STUDS STUD PACK MIN (3) STUDS (2) 1.75"x117 8" LVL BEAM 2x10 LEDGER BOARD W/1 2"∅ LEDGER LOKS 16 O.C., STAGGERED 2x10 LEDGER BOARD W/1 2"∅ LEDGER LOKS 16 O.C., STAGGERED 1.75"x117 8" LVL RAFTER UNDER CHIMNEY OVERFRAME AREA ABOVE 1.75"x117 8" LVL RAFTER UNDER CHIMNEY 1. 7 5 " x 1 1 7 8" L V L B E A M 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B ROOF FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' TIMBER CORBEL DETAIL SCALE: NTS WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 7 16" STRUCTURAL PANEL, UN-BLOCKED NAIL W/8d COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UN-BLOCKED NAIL W/5d COOLER NAILS, 7" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 7 16" STRUCTURAL PANEL, BLOCKED NAIL W/8d COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UN-BLOCKED NAIL W/5d COOLER NAILS, 7" O.C. EDGE, 12" O.C. FIELD TYPE 3 (INTERIOR BEARING WALL) - 2x6 @ 16" O.C. SHEATHING: INTERIOR- 1 2" GYPSUM BOARD, UN-BLOCKED NAIL W/5d COOLER NAILS, 7" O.C. EDGE, 12" O.C. FIELD S1 = SIMPSON MSTC78 64-16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLIES. S1 WINDOW WALL SEE DETAIL WINDOW WALL SEE DETAIL S1 S1 S1 S1 GREAT ROOM WINDOW WALL DETAIL SCALE: NTS 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 9 DA B MAIN FLOOR BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16' LOFT BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16'