The URL can be used to link to this page

Home My WebLink About65SPLICE BOTTOI PLATE OVER S (2) 16d AT 6" MINIMUM EACH SPLICE)]. TYPICAL STUDS. W_n" MAI 1 An Jr A N_0S CAL ROOF JOISTS, SEE PLAN WOOD STUD I PLAN AND S( CORNER STUE SIMPSON 'A3� SIDE ATTACH (12) 8d 1 1 ROOF JOISTS, SEE PLAN 2x FASCIA. DL SPLICE WITHIN 8'-0" OF CORNER KORNER SOFFIT FRAMING BOUNDARY NAILING SEE SCHEDULE SEE ARCH FOR FASCIA AND SOFFIT EDGE NAILING, SEE SCHEDULE SIMPSON 'A34' BETWEEN EACH RAFTER WITH (8) 8dxl 1/2" NAILS WOOD SHEATHING, (WHERE OCCURS) SEE SCHEDULE WOOD STUD WALL SEE PLAN AND SCHEDULE K NO SCALE 8d NAIL AT 4" O.C. 2x6 SHAPED NAILER BETWEEN EA OVERBUILD TRUSS WITH (2) 16d AT 6" O.C. ROOF SHEATHING, SEE SCHEDULE NO SCALE VI TOP PLATE SPLICE HOLE SIZE STRAPS LESS THAN OR EQUAL TO 1/3 STUD WIDTH NONE REQUIRED GREATER THAN 1/3 AND LESS THAN OR EQUAL TO 2/3 STUD WIDTH ST2122 WITH (4) 16d x 3 1/2" NAILS EACH END GREATER THAN 2/3 STUD WIDTH ST2215 WITH (6) 16d x 3 1/2" NAILS EACH END PIPE. VERIFY SIZE LOCATION WITH Al MECH, AND ELECT DRAWINGS TYP WALL STUDS J NO SCALE Q PIPE AND STRAP BOUNDARY NAILING — SEE SCHEDULE FULL DEPTH BLOCKING BETWEEN EACH TRUSS SEE ARCH FOR FASCIA AND SOFFIT EDGE NAILING, SEE SCHEDULE WALL SHEATHING SEE SCHEDULE BOTTOM CHORD TO \L/ NO SCALE FULL DEPTH BLOCKING PLAN AND SCHEI BETWEEN EACH TRUSS, ROOF SHEATHING, SEE SEE M/S521 SCHEDULE ROOF SHEATHING EDGE NAILING, L — SEE SCHEDULE BOUNDARY NAILING, - PREFABRICATED SEE SCHEDULE 2 1/2" NAILS, ATTACH OUTLOOKER RAFTERS, - WOOD TRUSS SEE PLAN BOTTOM CHORD TO SEE ARCH FOR—�" PREFABRICATED PLAN AND SCHEI HAVE FULL BEARING FASCIA AND SOFFIT SEE PLAN TRUSS/RAFTER, ON TOP PLATES EDGE NAILING, L — RAFTER ATTACH TO TOP WOOD TRUSS SEE PLAN PREFABRICATED SEE SCHEDULE 2 1/2" NAILS, ATTACH COLUMN, WOOD TRUSS PORN 8d x 1 1/2w NAILS 51 SEE PLAN SIMPSON 'A34' BETWEEN PLAN AND SCHEDULE EACH BLOCK TO TOP SIMPSON 'H1' AT EACH EACH RAFTER WITH SEE PLAN AND SCHEDULE 8d x 1 1/2' NAILS TRUSS ATTACH TO TOP (8) 8dxl 1/2" NAILS (WHERE OCCURS) RAFTER ATTACH TO TOP PLATE WITH (4) 8d x WITH (5) 10d x 1 1/2' 2x4xCONT BRIDGING AT I 2 1/2" NAILS, ATTACH WOOD SHEATHING, NAILS AT EACH KICKER TRUSS ATTACH TO TOP TO TRUSSES WITH (6) (WHERE OCCURS) 2x4 KICKER AT 4'-0" O.C.— 2 1/2' NAILS, ATTACH 8d x 1 1/2" NAILS SEE SCHEDULE END AND SIMPSON 'A34' WITH 8d x 1 1/2* NAILS (3) 2x TOP PLATES WOOD STUD WALL, AT OTHER END 1\ FULL DEPTH BLOCKING SEE PLAN AND SCHEDULE WOOD BEAM (8) 8dxl 1/2* NAILS (WHERE OCCURS) WOOD STUD WALL SEE PLAN AND SEE PLAN AND SCHEDULE SCHEDULE AVE DETAIL AT OUTLOOKERS NO SCALE ROOF SHEATHING — SEE SCHEDULE. PREFABRICATED — ROOF SHEATHING, OVERBUILD TRUSSES SEE SCHEDULE SEE PLAN FULL DEPTH BLOCKING BETWEEN EACH TRUSS SEE M/S521 EDGE NAILING, — SEE SCHEDULE WOOD SHEATHING;— (WHERE OCCURS) SEE SCHEDULE SIMPS%l 'Un11A' HOLDOW GIRDER 26 BLOCKING BOLT M BETWEEN EACH TRUSS PREFABRICATED TRUSS TOP CHORD SEE PLAN N RAP PLATE SIMPSON 'A34' BETWEEN EACH RAFTER a WITH (8) 8dxl 1/2 NAILS ROOF SHEATHING SEE SCHEDULE WOOD STUD WALL SEE PLAN AND SCHEDULE " 0 V*TVw TA Al 1'-0" P1A�. REMOVE TOP PLATES AND STUD AS REQUIRED AT RETURN AIR DUCT EDGE NAILING, SEE SCHEDULE,' ROOF SHEATHING AT WOOD STUD WALL NAILED TO TOP PLATES FOR BRACING — 5)- 16d NAILS AT EACI END OF SHEATHING RETURN AIR DUCT. SEE MECH. SHEET M1.1 FOR LOCATION AND SIZE OF RETURN AIR DUCTS TO BOX COLUMN DETAIL SIMPSON 'H1' AT EACH 2x4 BLOCKING LAID FLAT RAFTER ATTACH TO TOP NTH (2) 16d NAILS, PLATES WITH (4) 8d 2 1/2" NAILS, ATTACH NAIL EVERY THIRD SPACE TO RAFTERS WITH (6) 8d x 1 1/2" NAILS BOUNDARY NAIUNG,- WOOD STUD WALT PREFABRICATED PLAN AND SCHEI WOOD TRUSS SEE SCHEDULE. SEE PLAN TRUSS/RAFTER, SIMPSON 'H1' AT EACH SEE PLAN RAFTER ATTACH TO TOP WOOD TRUSS SEE PLAN PLATES WITH (4) 8d x (OMIT BLOCK EVERY 2 1/2" NAILS, ATTACH COLUMN, TO RAFTERS WITH (6) PORN 8d x 1 1/2w NAILS 51 WOOD BEAM, SEE SIMPSON 'A34' AT - PLAN AND SCHEDULE EACH BLOCK TO TOP ROOF SHEATHING AT WOOD STUD WALL NAILED TO TOP PLATES FOR BRACING — 5)- 16d NAILS AT EACI END OF SHEATHING RETURN AIR DUCT. SEE MECH. SHEET M1.1 FOR LOCATION AND SIZE OF RETURN AIR DUCTS TO BOX COLUMN DETAIL SIMPSON 'H1' AT EACH 2x4 BLOCKING LAID FLAT RAFTER ATTACH TO TOP NTH (2) 16d NAILS, PLATES WITH (4) 8d 2 1/2" NAILS, ATTACH NAIL EVERY THIRD SPACE TO RAFTERS WITH (6) 8d x 1 1/2" NAILS BOUNDARY NAIUNG,- nSOLID BLC SEE SCHEDULE -SIMPSON 'LUS26' ATTACH ROOF SHEATHING TO TRUSS WITH (4) SEE SCHEDULE. 10d x 1 1/2"NAILS AND TRUSS/RAFTER, TO RAFTER WITH (4) SEE PLAN 10d x 1 1/2' NAILS WOOD TRUSS SEE PLAN FULL DEPTH BLOCKING (OMIT BLOCK EVERY BETWEEN EACH JOIST TRUSS/RAFTER, SEE M/S521 THIRD RAFTER SPACE) (3) 2x TOP PLATES 51 PREFABRICATED WOOD SIMPSON 'A34' AT - TRUSS, SEE PLAN EACH BLOCK TO TOP TO OVERBUILD TRUSS PLATE WITH (8) SEE PLAN AND SCHEDULE 8d x 1 1/2' NAILS WOOD BEAM EDGE (WHERE OCCURS) RAFTER ATTACH TO TOP SEE PLAN AND SCHEDULE WITH (5) 10d x 1 1/2' nSOLID BLC (2)- STUDS EACH SIDE OF DUCT WALL SHEATHING, SEE SCHEDULE WOOD COLUMN, SEE PLAN AND SCHEDULE NOTE: 1. MAXIMUM ACCUMULATED LENGTH OF OPENING SHALL NOT EXCEED 20% OF WALL LENGTH 2. SEE DETAIL D/S521 FOR OPENINGS GREATER THAN 9" SQUARE 4 1/2" SQUARE — OPENING NO BLOCKING OR EDGE NAILING REQUIRED NO SCALE SIMP SEE `V NO SCALE BOUNDARY NAILING SEE SCHEDULE ROOF SHEATHING HORIZONTAL SIMPSON STRAP SEE SCHEDULE. ROOF SHEATHING, • PREFABRICATED KING SIMPSON 'A34' AT WOOD TRUSS SEE PLAN BOUNDARY NAILING (OMIT BLOCK EVERY TO BLOCKS II TRUSS/RAFTER, 2x BLOCKING AT EACH THIRD RAFTER SPACE) KICKER WITH (2) 16d SIMPSON 'VTC2' VALLEY NAILS EACH END JJ TRUSS CUP ATTACH ' SQUARE OPENING TO OVERBUILD TRUSS SIMPSON 'VTC2' VALLEY SEE PLAN AND SCHEDULE WITH (4) 10d x 3' NAILS, NAILS EDGE ATTACH TO SUPPORT RAFTER ATTACH TO TOP PLATES WITH (4) 8d WITH (5) 10d x 1 1/2' 2x4xCONT BRIDGING AT NAILS 4'-0" O.C. WITH (2) 16d SIMPSON 'H1' AT EACH NAILS AT EACH KICKER TRUSS ATTACH TO TOP BLOCKING ON SIDE, PLATE WITH (4) 8d x 2x4 KICKER AT 4'-0" O.C.— 2 1/2' NAILS, ATTACH WITH (4) 16d NAILS AT ONE TO TRUSSES WITH (6) END AND SIMPSON 'A34' WITH 8d x 1 1/2* NAILS (8) 8d x 1 1/2" NAILS (3) 2x TOP PLATES AT OTHER END SIMPSON 'A34' BETWEEN FULL DEPTH BLOCKING EACH RAFTER WITH BETWEEN EACH TRUSS (8) 8dxl 1/2* NAILS SEE M/S521 WOOD STUD WALL SEE PLAN AND WOOD BEAM, SEE SCHEDULE PLAN AND SCHEDULE WOOD BEAM, SEE PLAN RAFTER ATTACH TO TOP AND SCHEDULEn OVERBUILD DE' (R NO SCALE (2)- STUDS EACH SIDE OF DUCT WALL SHEATHING, SEE SCHEDULE WOOD COLUMN, SEE PLAN AND SCHEDULE NOTE: 1. MAXIMUM ACCUMULATED LENGTH OF OPENING SHALL NOT EXCEED 20% OF WALL LENGTH 2. SEE DETAIL D/S521 FOR OPENINGS GREATER THAN 9" SQUARE 4 1/2" SQUARE — OPENING NO BLOCKING OR EDGE NAILING REQUIRED NO SCALE SIMP SEE EDGE NAILING, SEE SCHEDULE SHEAR WALL ELEVATION OPENINGS LESS THAN 9" SQUARE SEE DETAIL J/S521 FOR CONDITION AT RIDGE VENT LOCATIONS 16d AT 12" O.C.— WOOD BEAM, SEE PLAN AND SCHEDULE (2) 2x6 SHAPED - RIDGE BLOCKING BETWEEN TRUSSES WOOD BEAM, SEE PLAN AND SCHEDULE BOUNDARY NAILING, SEE SCHEDULE ROOF SHEATHING, SEE SCHEDULE PREFABRICATED WOOD TRUSS, SEE PLAN TYP RIDGE DETAIL AT NON -RIDGE VENT LOCATIONS n NO SCALE 2x TOP PLATE, SEE A/S521 2x4 BLOCKING LAID FLAT HORIZONTAL SIMPSON STRAP NTH (2) 16d NAILS, ROOF SHEATHING, • SEE SCHEDULE KING SIMPSON 'A34' AT SEE SCHEDULE • (OMIT BLOCK EVERY SEE TRUSS/RAFTER, CS18 x 2'-0" THIRD RAFTER SPACE) 4 1/2" TO 9" SEE PLAN (8) 8dxl 1/2" NAILS 2x TOP PLATE, SEE ' SQUARE OPENING WOOD STUD WALL SIMPSON 'VTC2' VALLEY SEE PLAN AND SCHEDULE TRUSS CLIP ATTACH NAILS EDGE SIMPSON 'H1' AT EACH - RAFTER ATTACH TO TOP RAFTER ATTACH TO TOP PLATES WITH (4) 8d PLATES WITH 4 8d () x 2 1/2" NAILS, ATTACH ADD FULL DEPTH SEE TO RAFTERS WITH (6) 8d x 1 1/2' NAILS x 1 1/2" NAILS ' O BLOCKING ON SIDE, SIMPSON 'H1' AT EACH SIMPSON 'H1' AT EACH TRUSS ATTACH TO TOP '6 PLATE WITH (4) Sd x TOP AND BOTTOM 2 1/2" NAILS, ATTACH 2 1/2' NAILS, ATTACH TO TRUSSES WITH (6) TO TRUSSES WITH (6) 8d x 1 1/2" NAILS OF OPENING, SEE SCHEDULE 0 PREFABRICATED W INSTALL EDGE WOOD GIRDER oai RAFTER ATTACH TO TOP NAILING TO BLOCKS REFABRICATED PLATES WITH (4) 8d x TRUSS HANGER BYJ AND STUDS AT 2 1/2" NAILS, ATTACH TRUSS SUPPLIER SEE PLAN ' OPENING SEE D/S521 EDGE NAILING, SEE SCHEDULE SHEAR WALL ELEVATION OPENINGS LESS THAN 9" SQUARE SEE DETAIL J/S521 FOR CONDITION AT RIDGE VENT LOCATIONS 16d AT 12" O.C.— WOOD BEAM, SEE PLAN AND SCHEDULE (2) 2x6 SHAPED - RIDGE BLOCKING BETWEEN TRUSSES WOOD BEAM, SEE PLAN AND SCHEDULE BOUNDARY NAILING, SEE SCHEDULE ROOF SHEATHING, SEE SCHEDULE PREFABRICATED WOOD TRUSS, SEE PLAN TYP RIDGE DETAIL AT NON -RIDGE VENT LOCATIONS BOUNDARY NAILING SEE SCHEDULE n NO SCALE 2x TOP PLATE, SEE A/S521 2x4 BLOCKING LAID FLAT HORIZONTAL SIMPSON STRAP NTH (2) 16d NAILS, ROOF SHEATHING, NAIL EVERY THIRD SPACE SEE SCHEDULE EACH RAFTER SIMPSON 'A34' AT SEE SCHEDULE SEE M/S521 (OMIT BLOCK EVERY EACH BLOCK TO TRUSS/RAFTER, CS18 x 2'-0" THIRD RAFTER SPACE) SEE PLAN SEE PLAN (8) 8dxl 1/2" NAILS 2x TOP PLATE, SEE (2) 2x TOP PLATE PLAN AND SCHEDULE BOUNDARY NAILING SEE SCHEDULE BOUNDARY NAILING — '—FULL DEPTH BLOCKING. HORIZONTAL SIMPSON STRAP I I 1'-3' FULL DEPTH BLOCKING BETWEEN EACH RAFTER SIMPSON 'A34' AT SEE SCHEDULE SEE M/S521 (OMIT BLOCK EVERY EACH BLOCK TO SIMPSON 'A34' BETWEEI CS18 x 2'-0" THIRD RAFTER SPACE) TOP PLATE WITH SEE PLAN (8) 8dxl 1/2" NAILS (2) 2x (2) 2x TOP PLATE (8) 8d 1 1/2' WOOD STUD WALL SIMPSON 'VTC2' VALLEY SEE PLAN AND SCHEDULE TRUSS CLIP ATTACH NAILS SIMPSON 'H1' AT EACH SIMPSON 'H1' AT EACH - RAFTER ATTACH TO TOP RAFTER ATTACH TO TOP PLATES WITH (4) 8d PLATES WITH 4 8d () x 2 1/2" NAILS, ATTACH x 2 1/2- NAILS, ATTACH AT SLOPED WALL TO RAFTERS WITH (6) 8d TO RAFTERS WITH (6) 8d x 1 1/2' NAILS x 1 1/2" NAILS WITH (5) 10d x 1 1/2" ANCHORING DETAIL NAILS BOUNDARY NAILING SEE SCHEDULE BOUNDARY NAILING — TRIMMERING SEE SCHEDULE HORIZONTAL SIMPSON STRAP NAILS 1'-3' FULL DEPTH BLOCKING BOUNDARY NAILING BETWEEN EACH TRUSS CS22 x 2'-0" SEE SCHEDULE SEE M/S521 (3) 2x10 PREFABRICATED SIMPSON 'A34' BETWEEI CS18 x 2'-0" WOOD TRUSS EACH RAFTER WITHI SEE PLAN (8) 8dxl 1/2" NAILS (2) 2x (2) 2x TOP PLATE (44) 8d x 2 1/2" WOOD STUD WALL SIMPSON 'VTC2' VALLEY SEE PLAN AND SCHEDULE TRUSS CLIP ATTACH BOUNDARY NAILING 1 O x 1 1/2" TO OVERBUILD TRUSS WOOD SHEATHING, SEE SCHEDULE WITH (4) 10d x 3' NAILS, (WHERE OCCURS) ATTACH TO SUPPORT SEE SCHEDULE WITH (5) 10d x 1 1/2" a .� NAILS SIMPSON 'H1' AT EACH SIMPSON 'H1' AT EACH TRUSS ATTACH TO TOP TRUSS ATTACH TO TOP PLATE WITH (4) Sd x P 4 8dx LATE WITH () 2 1/2" NAILS, ATTACH 2 1/2' NAILS, ATTACH TO TRUSSES WITH (6) TO TRUSSES WITH (6) 8d x 1 1/2" NAILS 8d x 1 1/2" NAILS (3) 2x TOP PLATES SIMPSON 'A34' BETWEEN EACH RAFTER WITH (8) 8d x 1 1/2' NAILS AT LEVEL WALL PARTIAL SHEAR WALL ELEVATION HEADER, SEE SCHEDULE MECHANICAL DUCT, SEE MECHANICAL PLANS FOR SIZE TRIMMER STUDS, SEE SCHEDULE WOOD STUD WALL, SEE PLAN AND SCHEDULE 2x FULL DEPTH BLOCKING UNDER STRAP, TYPICAL HEADER SPAN HEADER SIZE TRIMMERING STU HORIZONTAL SIMPSON STRAP NAILS 1'-3' (3) 2x6 (1) 2x (1) 2x CS22 x 2'-0" (24) 8d x 2 1/2" 3'-5' (3) 2x10 (1) 2x (1) 2x CS18 x 2'-0" (36) 8d x 2 1/2" 5'-7' (3) 2x12 (1) 2x (2) 2x CS16 x 2'-8' (44) 8d x 2 1/2" WALL ELEVATION NO SCALE SEE DETAIL C S521 FOR OPENINGS < 9" SQUARE ANICAL OPENING DIAPHRAGM BOUNDARY NAILING, SEE SCHEDULE SEE PLAN OPEN FOR VENTILATION BETWEEN EACH TRUSSED RAFTER. ALTERNATE SIDES OF RIDGE. II II II II 26 RIDGE — J L — — — — — J L BLOCKING — J L — — — J L ROOF SHEATHING, SEE SCHEDULE 2x4 BLOCKING LAID S 7 r FLAT EACH SIDE OF RIDGE PRE -FABRICATED ------------ I WOOD TRUSS, PLAN VIEW SEE PLAN TYP RIDGE DETAIL AT RIDGE VENT LOCATIONS 2x BLOCKING --- BETWEEN BETWEEN EACH TRUSS FULL DEPTH BLOCKING BETWEEN EACH RAFTER (OMIT BLOCK EVERY THIRD RAFTER SPACE) SHAPE TOP TO MATCH ROOF SLOPE PREFABRICATED WOOD TRUSS, SEE PLAN N NO SCALE FULL DEPTH BLOCKING /_ \Z/ NO SCALE BETWEEN EACH JOIST ROOF SHEATHING, - I I SEE SCHEDULE BOUNDARY NAILING, (12) 8d x 1 1/2" SEE SCHEDULE SIMPSON 'LUS26' BOUNDARY NAILING, SEE SCHEDULE 2x6xCONT SHAPED - H NAILER WITH (2) 16d ROOF SHEATHING, AT 6" O.C. SEE SCHEDULE WITH (4) 10d x 1 8d AT 4' O.C. 2x BLOCKING --- BETWEEN BETWEEN EACH TRUSS FULL DEPTH BLOCKING BETWEEN EACH RAFTER (OMIT BLOCK EVERY THIRD RAFTER SPACE) SHAPE TOP TO MATCH ROOF SLOPE PREFABRICATED WOOD TRUSS, SEE PLAN N NO SCALE FULL DEPTH BLOCKING /_ ROOF SHEATHING SEE SCHEDULE. BETWEEN EACH JOIST SIMPSON 'A34' WITH I I SEE DETAIL M/S521 (12) 8d x 1 1/2" Q SIMPSON 'LUS26' BOUNDARY NAILING, SEE SCHEDULE NAILS EACH BLOCK H ATTACH TO TRUSS OUTLOOKER RAFTERS, EDGE NAILING, 26 ROOF JOIST, WITH (4) 10d x 1 SEE PLAN SEE SCHEDU AT 24" O.C. 1/2 NAILS AND T O : c,�� z \?:.Q RAFTER WITH (4) BOUNDARY NAILING 1 O x 1 1/2" SEE SCHEDULE NAILS zZ a� 2x BLOCKING — a .� BETWEEN EACH SEE ARCH FO TRUSS, WITH 16d _W FASCIA AND SOFFIT 7 U NAILS AT 6" O.C. � EDGE NAILING, SEE SCHEDULE PREFABRICATED W SIMPSON 'H1' AT EACH - WOOD GIRDER oai RAFTER ATTACH TO TOP TRUSS SEE PLAN REFABRICATED PLATES WITH (4) 8d x TRUSS HANGER BYJ OVERBUILD TRUSSES 2 1/2" NAILS, ATTACH TRUSS SUPPLIER SEE PLAN T80d R AFTERS N THS(6) PREFABRICATED N WOOD TRUSS WALL SHEATHING, SEE PLAN SEE SCHEDULE \ SIMPSON 'VTC2' VALLEY WOOD BEAM, SEE TRUSS CLIP ATTACH PLAN AND SCHEDULE TO OVERBUILD TRUSS WITH (4) 10d x 3" NAILS, J ATTACH TO SUPPORT WITH (5) 10d x 1 1/2' NAILS ARDER TRUSS 7 T OOF TRU BEAM AT ROOF NO SCALE PREFABRICATED WOOD OVERBUILD TRUSS, SEE PLAN SIMPSON 'VTC2' VALLEY TRUSS CLIP ATTACH TO OVERBUILD TRUSS WITH (4) 10d x 3' NAILS, ATTACH TO SUPPORT WITH (5) 10d x 1 1/2" NAILS SIMPSON 'LUS 26' ATTACH TO TRUSS WITH (4) 10d x 1 1/2" NAILS AND TO RAFTER WITH (4) 10d x 1 1/2" NAILS ROOF SHEATHING, SEE SCHEDULE PREFABRICATED OVERBUILD TRUSSES, SEE PLAN WOOD STUD WALL, SEE PLAN AND SCHED -BOUNDARY NAILING, SEE SCHEDULE ROOF SHEATHING, SEE SCHEDULE SIMPSON 'VTC2' TRUSS VALLEY CUP ATTACH TO OVERBUILD TRUSS WITH (4) 1 O x 3" NAILS ATTACH TO SUPPORT WITH (5) 1 O x 1 1/2" NAILS PREFABRICATED WOOD TRUSS, SEE PLAN 2x BLOCKING, BETWEEN EACH TRUSS WITH 16d AT 6" O.C. amV W W Z Q� In UJ U_J 0 (n W UJ (A 06 U< 9501 E. 86th St. Indianapolls IN (317) 849-6992 fax (317) 849-6993 103 Wind Haven Nicholsvllle KY (859)523-1500 fax(859)523-1514 Stamp: W Z UJ Q = H O w .v= N Q:r = 0i z o f O : c,�� z \?:.Q z U Q W Z UJ Q = H O w = Q z Q lone H z U JLJ 0 w zZ a� L a .� Z Q _W U � Z W oai Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: ROOF FRAMING DETAILS Sheet: S521 UJ cn w Q V) o U a .� O1wti U oai 10 N N } J J 7 r=j i N � O Y Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: ROOF FRAMING DETAILS Sheet: S521