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ca rn U-) N 0 ul R i b 0 a PLAN VIEW @ INT. WALL M 0 a 2 X 6 TOP/ TOP PLATE 2 X 6 BOT/ TOP PLATE 'HW" HANGER — (TYPE B OR A) LET -IN TOP PLATE 2 X 6 STUDS 0 16' O.C. ° ° ° TOP PLATE OF INTERIOR PARTITION TO TOP PLATE "HW" HANGER LET IN O TOP PLATE (FLUSH) 4 X 12 BEAM NONE 1 - BOTTOM WOOD TRUSS CHORD 10' -4 1/2 A.F.F. `f — 4 X 12 BEAM I H 2.5 OR H4 TIE 2X4STUD 0 16" O.C. DETAIL @ END OF BEAM NONE 116 NOTE: CURB 'iS TAPERED 1 %2:12" ;y .•�_ . _ - TO BE SELF - LEVELLING HVAC UNIT UNIT COUNTEIM"ING W /NEOPRENE PERIMETER GASKET I" HEAD NAIL AT 6 -8' O.C. PRE -FAB METAL CURB A (2) 2x6 TRIMMER- STUDS BELOW PLYWOOD SHIM — MSTI -26 - PLAN VIEW s< MIN. (3) 16d TOES NAIL EACH 2x6 SOLID BLOCKI SIDE O BEAM TO POST O 32" O.C. BEARING 2 -2x6 TOP PLATES SPLICED AS ROOF PLYWOOD (2) TRUSS BAYS HEADER NOTED PER PLANS + 10' -4 1/2' 10d AT 6" OC. 2 x 4 BLOCKING 1Od O 60 O.C. NV TOP OF PLATE E.N. TO BLOCKING r— HUC46 HANGER 2x6 CRIPPLE STUDS ST2115 O B HEADER O 16" O.0 + 2x6 KING STUD B MSTI -26 B 0 0 SIMPSON A35 EA. SIDE 6x HEADER PER PLANS SIMPSON A35 E.N. + + ++ 2x6 WOOD TRIMMER EA. SIDE o /POST 4x6 FULL HGT. POST 16d NAILS O 16" O.C. EA. SIDE STAGGERED + 2x6 CRIPPLE STUDS + + 2 -2X10 DRAG STRUT O 16" O.C. + W/ (2) ROWS OF 16d AT 12 O.C. 2x6 WD. PLATE L =29 FT. OR PROVIDE CONNECT BUILT -UP STUDS MST -60 AT SPLICE W/ 16d 0 8" O.C. 0 2 X 4 BRACE AT 32" O.C. SIMPSON A35 EA SIDE 0 2x6 PRESSURE TREATED--- a c 0 D.F. SILL PLATE W/ 1/2" DIA ASTI -26 ANCHOR BOLTS O 72 O.C. o ov MAX.- UNLESS OTHERWISE NOTE ON IUC210 -3 � PLANS & SHEAR PANEL SCHED. L (ANGER BEYOND FRAMING ELEVATION 3 /s " =,' —o" 9 INTERIOR SHEAR WALL AT ROOF NONE 5 FRAMING DETAIL 2x6 CORNER 20. 1 1 "(25MM) BRACE TO EACH STUD A AND PLATE, FACE NAIL (2 -8D) KING STUD CONNECTION NAILING _YWOOD SHIM 1. JOIST TO SILL OR GIRDER, TOENAIL WIDER THAN 1X8" SHEATHING TO E (3 -8D) 2. BRIDGING TO JOIST, TOENAIL EACH END 23. B 2 -8D M3 - 1 2' PLYWOOD SHEATHING W /(2) 3. 1-X6- (25MM X 152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL �2 -8D BUILT -UP GIRDER AND BEAMS ( (20D 0 32 O.C. AT TOP AND / 4. WIDER THAN 1" X 6 "(25MMX152MM)SUBFLOOR TO JOIST, FACE NAIL (3 -8D) BOTTOM AND STAGGERED 2 -20D R 5. 2'(52MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL (2 -16D) 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL (16D 016" O.C. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS 3 -16D PER 16 ") 0 7. TOP PLATE TO STUD, END NAIL 2" PLANKS ( (2 -16D) EXTERIOR Q 8. STUD TO SOLE PLATE (4 -8D, TOENAIL OR 2 -16D, END NAIL) SHEATHING 9. DOUBLE STUDS, FACE NAIL 16D 0 24 ", O.C.) 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL MD O 16' O.C.) DOUBLE TOP PLATES, LAP SPLICE 8 -16D) 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL �3-81)) 12. RIM JOIST TO TOP PLATE, TOENAIL (8D 0 6' O.C.) HEADER 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL (2 -16D) 14. CONTINUOUS HEADER, TWO PIECES (16D 0 16' O.C. ALONG E. EDGE) 15. CEILING JOISTS TO PLATE, TOENAIL 3 -8D (2) ROWS OF 16d 2x JOIST W /(2) ROWS 16. CONTINUOUS HEADER TO STUD, TOENAIL NAILS O 6" O.C. OF 16d NAILS O 12" O.C. 17. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL (3 -16D) 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 -16D 19. RAFTER TO PLATE, TOENAIL (3 -8D) ELEVATION CHEDULE 10 TYP MULTIPLE HEADER " ' " 6 DETAIL NONE 14 NAI LI N G S NONE 1 1/2 =1 —o SMOOTH SBS 140 -160 MIL MATERIAL 2x6 WD STUDS 0 LOOOSE ON TOP OF BiTUTHENE 16" 0 C & 4x4 (MIN) 24 GA. G.I. 2x6 STUDS O 16" O.C. CONT. TOP PLATE TO PARAPET _ 1 O 0 6" O.C. 2x6 SOLID BLOCKING SHEAR PANEL E.N., TYP LAP 6 CONNECT W/ + 4 W U C�1 + A35 EACH BLOCK t� 2x6 WD NAILER (TYP.) LUP26 HANGER EACH Z U v END OF BLOCKING W fl 2x4 BRACE O 4' -10" O.C. W /(4) 16d EA a "1 END -ALIGN W /STUDS & PLACE ADJACENT TO TRUSS VERT. MEMBERS A35 BRACE TO TOP PLATES PROVIDE 2x SPACER BLOCK WHERE REQ'D TO ALIGN BRACE, STUD & BLOCKING 4' -0" MIN. 16d NAILS EA SPLICE' I r2w PER SCHEDULE -(2) I ROWS STAGGERED O i O.C. 3/4' =1' -0" I 1 2 -2x6 TOP PLATES SPLICE LOCATIONS 2x6 STUD MIN. BELOW EA SPLICE TYPE NO. OF 16d NAILS EACH SIDE F SPLICE OA ST -6224 B 14 -16d NAILS STUDS 0 ALL CAP FLASHING- W.R. GRACE BfTUTHENE OVER TOP OF SLEEPER 2x6 CRIPPLE STUDS O 16" O.C. PLYWOOD JOINTS SECURE W/ EXTEND DOWN SIDES BY r SCREW THRU , CAP SHEET FLASHING SHEET (SHEAR PANEL OVER HEADERS LINE OF S E _ FlBEIZ CANT' STRIP W/ 4" LEGS - 9 FOOTING BELOW WASHER AS NAIL TO PLYWOOD AT 12" O.C. A2 NEEDED FOR 3 PLIES TYPE IV FIBERGLASS PROPER PLY SHEET 1 — — — — — — — - SECUREMENT i GRANULE SURFACED FIBERGLASS -2' -0" MIN. (4 SIDES) CAP SHEET TYPICAL ALL S FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SUP SHEET --� 24 GA. G.I. COUNTER- 5/8" PLYWOOD SECURED TO CURB — — — — FLASHING INSERT SECURED W/ 2 REINFORCEMENT PLIES SET IN ASPHALT ■ SCREW THROUGH STEEL W/ CAPS FLASHING SHEET NEOPRENE FIBER CANT STRIP W/ C LEGS - WASHER AT NAIL TO PLYWOOD AT 11 O.C. MAX. 1 r O.C. 3 PLIES TYPE IV FIBERGLASS PLY SHEET FIBERGLASS BASE SHEET NAILED TO DECK ! OVER ROSIN SUP SHEET -� 0 a HVAC CURB GRANULE SURFACED FIBERGLASS CAP SHT. ?L�0OD DECK 3• =1' -0" �--- PLYWOOD SHEATHING PER SHEARWALL SCHED. #3 INTERIOR SHEAR WALL 0 a 2x4 STUDS 0 16" O.C. TSS05114 15 TOP PLATE & DRAG STRUT I I I I 4 X 12 BEAM PLAN VIEW @ EXT. WALL 3MPSON "HW" HANGER _ET IN 0 BOTTOM -TOP 'LATE 9: I Ld 6 m i0�" Qs AMi 1/2 " =1' -0" 2 — W 2 -26 CONT. TOP PLATES Q SPLICE PER 2 /AD1 TYPE B 7 SHEAR PANEL -EDGE NAIL TO POST (1Od 0 2" O.C.) Q + 6x6 WD. ry + I I i BLK'G. + + (-r r+ + + � t_+,j �+� +3 U 2x6 TRIMMER + I I Z. I II ry CMST -14 CONT. COILS I EA SIDE OF WALL W/ 1 O + ( I I I - O 2' O.C. + I I I (� 4 6 END POST 1 t i x t Od ®6" O.C. ALIGN 6x6 BLK'G. W/ BOT. + (TYPICAL) OF HEADER + 2x6 STUDS O 16" O.C. MAX. - 2x6 FLAT USE 3x6 STUDS O PLYWD. JOINTS PLYWOOD DECK PLATES ® CURB 2x6 BLOCKING o 6x6 SOLID WD. BLK'G. W/ 2 -ROWS fD SHEAR PANEL EDGE NAIL NOTE: ALL SUPPORT TO BE SET ON SOLID NON- RIBBED NEOPRENE, ALL LAG BOLTS SECURE THROUGH STEEL /NEOPRENE WASHER < a FRAMING SYMMETRIC ABOUT SLEEPER SUPPORT 7 FRAMING @ SHEAR WALL © 3/4• =1' -0" MIN. (4) 16d TO BEAM END ADD 2x6 WD. STUDS AS NECESSARY O BRACING - A35 HANGER TO 2x6 TOP 2 -2x6 TOP PLATES SPLICED AS (4' -10' O.C.) PLATES O EA TRUSS AS NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 20. 1 1 "(25MM) BRACE TO EACH STUD A AND PLATE, FACE NAIL (2 -8D) 21. 1 1'X 8' SHEATHING OR LESS TO E EACH BEARING, FACE NAIL (2 -8D) I 2 22. W WIDER THAN 1X8" SHEATHING TO E EACH BEARING, FACE NAIL M 23. B BUILT -UP CORNER STUDS » M3 - 1 2' PLYWOOD SHEATHING W /(2) 24. B BUILT -UP GIRDER AND BEAMS ( (20D 0 32 O.C. AT TOP AND / ROWS OF 8d NAILS O 6' O.C. t to BOTTOM AND STAGGERED 2 -20D R 0 0 0 AT ENDS AND AT EACH SPLICE) 0 c 0 0 0 25. 2 2" PLANKS ( (2 -16D AT EACH SPLICE) C C-) Q NONE 14 NAI LI N G S NONE 1 1/2 =1 —o SMOOTH SBS 140 -160 MIL MATERIAL 2x6 WD STUDS 0 LOOOSE ON TOP OF BiTUTHENE 16" 0 C & 4x4 (MIN) 24 GA. G.I. 2x6 STUDS O 16" O.C. CONT. TOP PLATE TO PARAPET _ 1 O 0 6" O.C. 2x6 SOLID BLOCKING SHEAR PANEL E.N., TYP LAP 6 CONNECT W/ + 4 W U C�1 + A35 EACH BLOCK t� 2x6 WD NAILER (TYP.) LUP26 HANGER EACH Z U v END OF BLOCKING W fl 2x4 BRACE O 4' -10" O.C. W /(4) 16d EA a "1 END -ALIGN W /STUDS & PLACE ADJACENT TO TRUSS VERT. MEMBERS A35 BRACE TO TOP PLATES PROVIDE 2x SPACER BLOCK WHERE REQ'D TO ALIGN BRACE, STUD & BLOCKING 4' -0" MIN. 16d NAILS EA SPLICE' I r2w PER SCHEDULE -(2) I ROWS STAGGERED O i O.C. 3/4' =1' -0" I 1 2 -2x6 TOP PLATES SPLICE LOCATIONS 2x6 STUD MIN. BELOW EA SPLICE TYPE NO. OF 16d NAILS EACH SIDE F SPLICE OA ST -6224 B 14 -16d NAILS STUDS 0 ALL CAP FLASHING- W.R. GRACE BfTUTHENE OVER TOP OF SLEEPER 2x6 CRIPPLE STUDS O 16" O.C. PLYWOOD JOINTS SECURE W/ EXTEND DOWN SIDES BY r SCREW THRU , CAP SHEET FLASHING SHEET (SHEAR PANEL OVER HEADERS LINE OF S E _ FlBEIZ CANT' STRIP W/ 4" LEGS - 9 FOOTING BELOW WASHER AS NAIL TO PLYWOOD AT 12" O.C. A2 NEEDED FOR 3 PLIES TYPE IV FIBERGLASS PROPER PLY SHEET 1 — — — — — — — - SECUREMENT i GRANULE SURFACED FIBERGLASS -2' -0" MIN. (4 SIDES) CAP SHEET TYPICAL ALL S FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SUP SHEET --� 24 GA. G.I. COUNTER- 5/8" PLYWOOD SECURED TO CURB — — — — FLASHING INSERT SECURED W/ 2 REINFORCEMENT PLIES SET IN ASPHALT ■ SCREW THROUGH STEEL W/ CAPS FLASHING SHEET NEOPRENE FIBER CANT STRIP W/ C LEGS - WASHER AT NAIL TO PLYWOOD AT 11 O.C. MAX. 1 r O.C. 3 PLIES TYPE IV FIBERGLASS PLY SHEET FIBERGLASS BASE SHEET NAILED TO DECK ! OVER ROSIN SUP SHEET -� 0 a HVAC CURB GRANULE SURFACED FIBERGLASS CAP SHT. ?L�0OD DECK 3• =1' -0" �--- PLYWOOD SHEATHING PER SHEARWALL SCHED. #3 INTERIOR SHEAR WALL 0 a 2x4 STUDS 0 16" O.C. TSS05114 15 TOP PLATE & DRAG STRUT I I I I 4 X 12 BEAM PLAN VIEW @ EXT. WALL 3MPSON "HW" HANGER _ET IN 0 BOTTOM -TOP 'LATE 9: I Ld 6 m i0�" Qs AMi 1/2 " =1' -0" 2 — W 2 -26 CONT. TOP PLATES Q SPLICE PER 2 /AD1 TYPE B 7 SHEAR PANEL -EDGE NAIL TO POST (1Od 0 2" O.C.) Q + 6x6 WD. ry + I I i BLK'G. + + (-r r+ + + � t_+,j �+� +3 U 2x6 TRIMMER + I I Z. I II ry CMST -14 CONT. COILS I EA SIDE OF WALL W/ 1 O + ( I I I - O 2' O.C. + I I I (� 4 6 END POST 1 t i x t Od ®6" O.C. ALIGN 6x6 BLK'G. W/ BOT. + (TYPICAL) OF HEADER + 2x6 STUDS O 16" O.C. MAX. - 2x6 FLAT USE 3x6 STUDS O PLYWD. JOINTS PLYWOOD DECK PLATES ® CURB 2x6 BLOCKING o 6x6 SOLID WD. BLK'G. W/ 2 -ROWS fD SHEAR PANEL EDGE NAIL NOTE: ALL SUPPORT TO BE SET ON SOLID NON- RIBBED NEOPRENE, ALL LAG BOLTS SECURE THROUGH STEEL /NEOPRENE WASHER < a FRAMING SYMMETRIC ABOUT SLEEPER SUPPORT 7 FRAMING @ SHEAR WALL © 3/4• =1' -0" MIN. (4) 16d TO BEAM END ADD 2x6 WD. STUDS AS NECESSARY O BRACING - A35 HANGER TO 2x6 TOP 2 -2x6 TOP PLATES SPLICED AS (4' -10' O.C.) PLATES O EA TRUSS AS NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 4' -0" MIN. 16d NAILS EA SPLICE' I r2w PER SCHEDULE -(2) I ROWS STAGGERED O i O.C. 3/4' =1' -0" I 1 2 -2x6 TOP PLATES SPLICE LOCATIONS 2x6 STUD MIN. BELOW EA SPLICE TYPE NO. OF 16d NAILS EACH SIDE F SPLICE OA ST -6224 B 14 -16d NAILS STUDS 0 ALL CAP FLASHING- W.R. GRACE BfTUTHENE OVER TOP OF SLEEPER 2x6 CRIPPLE STUDS O 16" O.C. PLYWOOD JOINTS SECURE W/ EXTEND DOWN SIDES BY r SCREW THRU , CAP SHEET FLASHING SHEET (SHEAR PANEL OVER HEADERS LINE OF S E _ FlBEIZ CANT' STRIP W/ 4" LEGS - 9 FOOTING BELOW WASHER AS NAIL TO PLYWOOD AT 12" O.C. A2 NEEDED FOR 3 PLIES TYPE IV FIBERGLASS PROPER PLY SHEET 1 — — — — — — — - SECUREMENT i GRANULE SURFACED FIBERGLASS -2' -0" MIN. (4 SIDES) CAP SHEET TYPICAL ALL S FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SUP SHEET --� 24 GA. G.I. COUNTER- 5/8" PLYWOOD SECURED TO CURB — — — — FLASHING INSERT SECURED W/ 2 REINFORCEMENT PLIES SET IN ASPHALT ■ SCREW THROUGH STEEL W/ CAPS FLASHING SHEET NEOPRENE FIBER CANT STRIP W/ C LEGS - WASHER AT NAIL TO PLYWOOD AT 11 O.C. MAX. 1 r O.C. 3 PLIES TYPE IV FIBERGLASS PLY SHEET FIBERGLASS BASE SHEET NAILED TO DECK ! OVER ROSIN SUP SHEET -� 0 a HVAC CURB GRANULE SURFACED FIBERGLASS CAP SHT. ?L�0OD DECK 3• =1' -0" �--- PLYWOOD SHEATHING PER SHEARWALL SCHED. #3 INTERIOR SHEAR WALL 0 a 2x4 STUDS 0 16" O.C. TSS05114 15 TOP PLATE & DRAG STRUT I I I I 4 X 12 BEAM PLAN VIEW @ EXT. WALL 3MPSON "HW" HANGER _ET IN 0 BOTTOM -TOP 'LATE 9: I Ld 6 m i0�" Qs AMi 1/2 " =1' -0" 2 — W 2 -26 CONT. TOP PLATES Q SPLICE PER 2 /AD1 TYPE B 7 SHEAR PANEL -EDGE NAIL TO POST (1Od 0 2" O.C.) Q + 6x6 WD. ry + I I i BLK'G. + + (-r r+ + + � t_+,j �+� +3 U 2x6 TRIMMER + I I Z. I II ry CMST -14 CONT. COILS I EA SIDE OF WALL W/ 1 O + ( I I I - O 2' O.C. + I I I (� 4 6 END POST 1 t i x t Od ®6" O.C. ALIGN 6x6 BLK'G. W/ BOT. + (TYPICAL) OF HEADER + 2x6 STUDS O 16" O.C. MAX. - 2x6 FLAT USE 3x6 STUDS O PLYWD. JOINTS PLYWOOD DECK PLATES ® CURB 2x6 BLOCKING o 6x6 SOLID WD. BLK'G. W/ 2 -ROWS fD SHEAR PANEL EDGE NAIL NOTE: ALL SUPPORT TO BE SET ON SOLID NON- RIBBED NEOPRENE, ALL LAG BOLTS SECURE THROUGH STEEL /NEOPRENE WASHER < a FRAMING SYMMETRIC ABOUT SLEEPER SUPPORT 7 FRAMING @ SHEAR WALL © 3/4• =1' -0" MIN. (4) 16d TO BEAM END ADD 2x6 WD. STUDS AS NECESSARY O BRACING - A35 HANGER TO 2x6 TOP 2 -2x6 TOP PLATES SPLICED AS (4' -10' O.C.) PLATES O EA TRUSS AS NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 STUDS 0 ALL CAP FLASHING- W.R. GRACE BfTUTHENE OVER TOP OF SLEEPER 2x6 CRIPPLE STUDS O 16" O.C. PLYWOOD JOINTS SECURE W/ EXTEND DOWN SIDES BY r SCREW THRU , CAP SHEET FLASHING SHEET (SHEAR PANEL OVER HEADERS LINE OF S E _ FlBEIZ CANT' STRIP W/ 4" LEGS - 9 FOOTING BELOW WASHER AS NAIL TO PLYWOOD AT 12" O.C. A2 NEEDED FOR 3 PLIES TYPE IV FIBERGLASS PROPER PLY SHEET 1 — — — — — — — - SECUREMENT i GRANULE SURFACED FIBERGLASS -2' -0" MIN. (4 SIDES) CAP SHEET TYPICAL ALL S FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SUP SHEET --� 24 GA. G.I. COUNTER- 5/8" PLYWOOD SECURED TO CURB — — — — FLASHING INSERT SECURED W/ 2 REINFORCEMENT PLIES SET IN ASPHALT ■ SCREW THROUGH STEEL W/ CAPS FLASHING SHEET NEOPRENE FIBER CANT STRIP W/ C LEGS - WASHER AT NAIL TO PLYWOOD AT 11 O.C. MAX. 1 r O.C. 3 PLIES TYPE IV FIBERGLASS PLY SHEET FIBERGLASS BASE SHEET NAILED TO DECK ! OVER ROSIN SUP SHEET -� 0 a HVAC CURB GRANULE SURFACED FIBERGLASS CAP SHT. ?L�0OD DECK 3• =1' -0" �--- PLYWOOD SHEATHING PER SHEARWALL SCHED. #3 INTERIOR SHEAR WALL 0 a 2x4 STUDS 0 16" O.C. TSS05114 15 TOP PLATE & DRAG STRUT I I I I 4 X 12 BEAM PLAN VIEW @ EXT. WALL 3MPSON "HW" HANGER _ET IN 0 BOTTOM -TOP 'LATE 9: I Ld 6 m i0�" Qs AMi 1/2 " =1' -0" 2 — W 2 -26 CONT. TOP PLATES Q SPLICE PER 2 /AD1 TYPE B 7 SHEAR PANEL -EDGE NAIL TO POST (1Od 0 2" O.C.) Q + 6x6 WD. ry + I I i BLK'G. + + (-r r+ + + � t_+,j �+� +3 U 2x6 TRIMMER + I I Z. I II ry CMST -14 CONT. COILS I EA SIDE OF WALL W/ 1 O + ( I I I - O 2' O.C. + I I I (� 4 6 END POST 1 t i x t Od ®6" O.C. ALIGN 6x6 BLK'G. W/ BOT. + (TYPICAL) OF HEADER + 2x6 STUDS O 16" O.C. MAX. - 2x6 FLAT USE 3x6 STUDS O PLYWD. JOINTS PLYWOOD DECK PLATES ® CURB 2x6 BLOCKING o 6x6 SOLID WD. BLK'G. W/ 2 -ROWS fD SHEAR PANEL EDGE NAIL NOTE: ALL SUPPORT TO BE SET ON SOLID NON- RIBBED NEOPRENE, ALL LAG BOLTS SECURE THROUGH STEEL /NEOPRENE WASHER < a FRAMING SYMMETRIC ABOUT SLEEPER SUPPORT 7 FRAMING @ SHEAR WALL © 3/4• =1' -0" MIN. (4) 16d TO BEAM END ADD 2x6 WD. STUDS AS NECESSARY O BRACING - A35 HANGER TO 2x6 TOP 2 -2x6 TOP PLATES SPLICED AS (4' -10' O.C.) PLATES O EA TRUSS AS NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 2x6 TRIMMER + I I Z. I II ry CMST -14 CONT. COILS I EA SIDE OF WALL W/ 1 O + ( I I I - O 2' O.C. + I I I (� 4 6 END POST 1 t i x t Od ®6" O.C. ALIGN 6x6 BLK'G. W/ BOT. + (TYPICAL) OF HEADER + 2x6 STUDS O 16" O.C. MAX. - 2x6 FLAT USE 3x6 STUDS O PLYWD. JOINTS PLYWOOD DECK PLATES ® CURB 2x6 BLOCKING o 6x6 SOLID WD. BLK'G. W/ 2 -ROWS fD SHEAR PANEL EDGE NAIL NOTE: ALL SUPPORT TO BE SET ON SOLID NON- RIBBED NEOPRENE, ALL LAG BOLTS SECURE THROUGH STEEL /NEOPRENE WASHER < a FRAMING SYMMETRIC ABOUT SLEEPER SUPPORT 7 FRAMING @ SHEAR WALL © 3/4• =1' -0" MIN. (4) 16d TO BEAM END ADD 2x6 WD. STUDS AS NECESSARY O BRACING - A35 HANGER TO 2x6 TOP 2 -2x6 TOP PLATES SPLICED AS (4' -10' O.C.) PLATES O EA TRUSS AS NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 NOTED PER PLANS + 10' -4 1/2- TOP OF PLA 2x6 CRIPPLE S 0 16" O.C. SIMPSON A35 6x HEADER PE SIMPSON A35 2x6 STUDS 0 2 -2x6 WD. TRI 2 -2x6 WD. KI 2x6 WD. PLATE 2 X 6 STUD WALL BELOW CONNECT BUIL W/ 16d 0 8" SIMPSON A35 2x6 PRESSURE 0 D.F. SILL PLAT ANCHOR BOLTS TE TUDS EA SIDE R PLANS 16" O.C. MMERS KIN STUDS T -UP STUDS O.C. EA SIDE TREATED--,--,,, W/ 1/2 " DIA 0 72 O.C. o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4 o MAX.- UNLESS OTHERWISE NOTEC ON PLANS & SHEAR PANEL SCHED. L NONE 18 FRAMING ELEVATION co 0 U a 3/8 " =1' -0" 12 FRAMING ELEVATION NOTED 10' -4 1 /2" TOP OF PLATES 0 0 Q ui z zQ J 0 u.J z 0 — z Q J (T LLJ U rr Q r U r ` EXTEND DBL 2x6 TOP DRAW BY- rp --- PLATES -SPLICE AS PER aWU er. TM DET. 2 /SDI eurbm nrre K -50 FRAME ,ae MAW 97125 A35 EA SIDE (TYP.} 2x6 STUDS O 16" O.C. PororME ISSUE ONE 2x4 BRACE O 4' -10" O.C. W/ MAX 2/11/97.1 (4) 16d EA END -ALIGN W/ STUD & PLACE ADJACENT TO TRUSS o VERTICAL MEMBERS SHEET NUMIRR 2x6 WD. STUDS 0 16" O.C. (TYP.) E-- Su I 1/2 " =1' -0" 8 TRUSS CHORD CONNECTION 1 " =1' -0" 4