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Home My WebLink About66FULL DEPTH BLOCKING BETWEEN EACH JOIST, SEE M/S521 BOUNDARY NAILING, SEE SCHEDULE SEE PLOUTLOOANR RAFTERS, / SEE ARCH FOR FASCIA AND SOFFff EDGE NAILING, SEE SCHEDULE (3) 2x TOP PLATES— WOOD STUD WALL, SEE PLAN AND SCHEDULE WALL SHEATHING,—/ SEE SCHEDULE WOOD BEAM, SEE PLAN AND SCHEDULE `� ivv JI,ALG ROOF SHEATHING SEE SCHEDULE. BOUNDARY NAILING TO BLOCKS II 2x BLOCKING AT EACH KICKER WITH (2) 16d NAILS EACH END 2x4xCONT BRIDGING AT 4'-0" O.C. WITH (2) 16d NAILS AT EACH KICKER 2x4 KICKER AT 4'-0" O.C. WITH (4) 16d NAILS AT ONE END AND SIMPSON 'A34' WITH (8) 8d x 1 1/2" NAILS AT OTHER END WOOD SHEATHING, (WHERE OCCURS) SEE SCHEDULE WOOD BEAM, SEE PLAN AND SCHEDULE E NO SCALE 134"x51/2"x - CO TINUOUS LVL DRAG SEE PLAN FOR LENGTH INTO DIAPHRAGM (2) 16d —� 1 3/4" x 5 1/2" x— CONTINUOUS LVL DRAG SEE PLAN FOR LENGTH INTO DIAPHRAGM VL DRAG NO SCALE ROOF JOISTS, SEE PLAN BOUNDARY NAILING, SEE SCHEDULE 2x BEVELED BLOCK BETWEEN EACH JOIST SEE DETAIL M/S521 CUT ROOF JOIST DOWN TO A 2x6 AT EAVE SEE ARCH FOR FASCIA AND SOF DETAIL AT ENTRY -SIMPSON 'A34' WITH (12) 8d x 1 1/2" NAILS EACH BLOCK SIMPSON 'LUS 26' ATTACH TO TRUSS WITH (4) 10d x 1 1/2" NAILS AND TO RAFTER WITH I I (4) 10d x 1 1/2" NAILS BOUNDARY NAIUNG,— SIMPSON 'H1' EACH I SEE SCHEDULE TRUSS ATTACH TO TOP PLATES WITH (4) 8d x (3) 2x TOP TES --\ 2 1/2" NAILS, ATTACH TO RAFTER WITH (6) 8d x 1 1/2" NAILS SIMPSON 'A34' BETWEEN EACH RAFTER WITH (8) 8dx1 1/2" NAILS PREFABRICATED WOOD TRUSS, SEE PLAN EDGE NAILING, SEE SCHEDULE BOUNDARY NAILING SEE SCHEDULE WOOD W4-A� BOUNDARY NAILING SEE SCHEDULE PREFABRICATED SIMPS( WOOD TRUSS WITH SEE PAN x1 1 SIMPSON 'VTC2' VALLEY TRUSS CLIP ATTACH EXTENC TO OVERBUILD TRUSS TO SUf WITH (4) 10d x 3" NAILS, ATTACH TO SUPPORT WITH (5) 10d x 1 1/2" NAILS SCL x 2x BLOCKING BETWEEN FASCIA EACH TRUSS WITH 16d AT 6" O.C. SIMPSON 'HUS26' WITH AND (6) 6dC TR SISS ROOF SHEATHING, SEE SCHEDULE WOOD STUD WALL, SEE PLAN AND DRAG AT SH ARWAii SCHEDULE (2) ROWS BOUNDARY NAILING, SEE SCHEDULE ROOF SHEATHING, SEE SCHEDULE (2) 16d 2x4 CROSS BLOCKS AT 4'-0" O.C. PREFABRICATED WOOD TRUSS, SEE PLAN SIMPSON 'A34' WITH (12) 8d x 1 1/2" 1 NAILS EACH BLOCK L - - - - EDGE NAILING, SEE SCHEDULE (3) 2x TOP PLATES ONOOOF FRAMING DETAIL AT ENTRY SCALE 2x12x CONTINUOUS — LEDGER WITH (2) 16d AT 12" O.C. AND (3) 1 /4"x3 1/2" SIMPSON 'SDS' TO EACH TRUSS NO SCALE ROOF SHEATHING, SEE SCHEDULE FOLDING DOOR SUPPORT TRUSSES TRUSSED FRAMING BEYO1 2x4 HANGERS -(APICAL) AT 12" O.C. AT STACKING ENDS EXCEPT WHERE GUSSET PLATES DICTATE OTHERWISE �OLDING PARTITION NO SCALE BOUNDARY NAILING, SEE SCHEDULE ti PSON 'LSU212'� EACH JOIST WITH (6) 10d x 3" FACE NAILS," (5) 10d x AT BOUNDARY NAILING, WALL BEARING ON WOOD B SEE SCHEDULE NO SCALE -ROOF SHEATHING, (2) ROWS OF SEE SCHEDULE BOUNDARY NAILING, SIMPSON 'VTC2' VALLEY SEE SCHPLE 1.1 /2 NAILS TO SEE ARCH FOR SIMPSON 'H1' EACH JOIST EDGE LING WITH (4) 10d x 3" NAILS, JOIST ATTACH TO TOP SEE SCH DUCE ROOF SHEATHING, - PLATES WITH (4) 8d x EDGE NAILING, NAILS 2 1/2" NAILS, ATTACH - FULL DEPTH BLOCKING (8) 8dx1 1/2" NAILS TO JOIST WITH (6) AT 24" O.C. SEE M/S521 8d x 1 1/2" NAILS WALL SHEATHING, BOUNDARY NAILING, SEE SCHEDULE SEE SCHEDULE UNE OF DROPPED 2x BEVELED TOP PLATE CEILING, SEE ARCH SCHEDULE WITH 16d AT 6" O.C. WOOD BEAM WOOD TRUSS SEE PLAN WALL SHEATHING, (WHERE OCCURS) SEE SCHEDULE SIMPSON 'H1' AT EACH SEE PLAN AND SCHEDULE AT BOUNDARY NAILING, WALL BEARING ON WOOD B SEE SCHEDULE NO SCALE -ROOF SHEATHING, (2) ROWS OF SEE SCHEDULE BOUNDARY NAILING, SIMPSON 'VTC2' VALLEY SEE SCHPLE TRUSS CUP ATTACH SEE ARCH FOR TO OVERBUILD TRUSS (2) ROWS BOUNDARY WITH (4) 10d x 3" NAILS, NAILING, SEE SCHEDU ATTACH TO SUPPORT ROOF SHEATHING, - WITH (5) 10d x 1 1/2" EDGE NAILING, NAILS SEE SCHEDULE - FULL DEPTH BLOCKING (8) 8dx1 1/2" NAILS BETWEEN EACH TRUSS, AT 24" O.C. SEE M/S521 (12) 8d x 1 1/2" -ROOF SHEATHING, BOUNDARY NAILING, SEE SCHEDULE WOOD STUD WALLY — UNE OF DROPPED SEE PLAN AND CEILING, SEE ARCH SCHEDULE PREFABRICATED ROOF SHEATHING, SEE WOOD TRUSS SEE PLAN WALL SHEATHING, PLATES WITH (4) 8d x SEE SCHEDULE SIMPSON 'H1' AT EACH (WHERE OCCURS) TRUSS ATTACH TO TOP SEE SCHEDULE PLATE WITH (4) 8d x ROOF JOISTS, 2 1/2" NAILS, ATTACH SEE PLAN AND TO TRUSSES WITH (6) WOOD LEDGER 8d x 1 1/2" NAILS PLAN AND SCHEDULE 1 16" O.C. A -A - ROOF SHEATHING, WALL BEARING ON WOOD B SEE SCHEDULE NO SCALE -(3) SIMPSON 'A34' (2) ROWS OF WOOD STUD WALL, SEE BOUNDARY NAILING, PLAN AND SCHEDULE SEE SCHPLE BLOCKS WITH (8) SEE ARCH FOR 8d x 1.1/2* NAILS SEE SCHEI - PREFABRICATED TRUSS CONTINUOUS 2x FASCIA AND SOFFIT ROOF SHEATHING, - TRUSSES I WOOD LEDGER 2x6 BLOCKS -PREFABRICATED WOOD (8) 8dx1 1/2" NAILS WOOD STUD WALL, SEE AT 24" O.C. -SIMPSON 'A35' WITH (12) 8d x 1 1/2" PLAN AND SCHEDULE BOUNDARY NAILING, NAILS EACH BLOCK SEE ARCH FOR — UNE OF DROPPED SEE SCHEDULE CEILING, SEE ARCH EDGE NAILING, — SIMPSON 'H1' EACH ROOF SHEATHING, SEE TRUSS ATTACH TO TOP 2x BLOCKING BTWN PLATES WITH (4) 8d x WOOD SHEATHING, - SCHEDULE (WHERE OCCURS) TO TRUSSES WITH (6) SEE SCHEDULE CONTINUOUS 2x ROOF JOISTS, WOOD STUD WALL, SEE PLAN AND SCHEDULE SEE PLAN AND I WOOD LEDGER SEE PLAN PLAN AND SCHEDULE PLAN AND SCHEDULE NG WALL 1�.JJ OOF TRUSS BEARING AT `:/ NO SCALE SIMPSON o I 'A35' WITH Qw (12) 8d x1 I 1/2" NAILS N PREFABRICATED WOOD SCL x CONT TRUSS, SEE PLAN FASCIA SIMPSON 'LSU 26' AT I EACH END WITH (6) J J 10dx 1 1/2" FACE NAILS, WOOD STUD WALL, SEE (5) 10dx 1 1/2w NAILS PLAN AND SCHEDULE TO JOISTS WOOD SHEATHING, (WHERE OCCURS) SEE SCHEDULE G WOOD FRAMING DETAIL AT N NO SCALE 1 16" O.C. A -A - ROOF SHEATHING, WOOD STL SEE SCHEDULE SEE PLAN -(3) SIMPSON 'A34' SCHEDULE EACH END OF HELD BACK 5 1/4" AND TOP PLATE PREFABRICATED TRUSS NOTCHED 5 1/4", SEE MECH DRAWING BLOCKS WITH (8) WALL SHED 8d x 1.1/2* NAILS SEE SCHEI - PREFABRICATED TRUSS BOUNDARY NAILING, SEE SCHEDULE BLOCKS BETWEEN ROOF SHEATHING, - TRUSSES BOUNDARY NAILING ROOF FRAMING, SEE SEE SCHEDULE -PREFABRICATED WOOD (8) 8dx1 1/2" NAILS TRUSS, SEE PLAN SIMPSON 'A34' WITH -SIMPSON 'A35' WITH (12) 8d x 1 1/2" (12) 8d x 1 1/2" NAILS EACH BLOCK NAILS EACH BLOCK SEE ARCH FOR — UNE OF DROPPED FASCIA AND SOFFIT CEILING, SEE ARCH EDGE NAILING, — SIMPSON 'H1' EACH SEE SCHEDULE TRUSS ATTACH TO TOP 2x BLOCKING BTWN PLATES WITH (4) 8d x WOOD SHEATHING, - 2 1/2" NAILS, ATTACH (WHERE OCCURS) TO TRUSSES WITH (6) SEE SCHEDULE 8d x 1 1/2" NAILS WOOD STUD WALL— WOOD STUD WALL, SEE PLAN AND SCHEDULE SEE PLAN AND WOOD STUD WALL, SEE SCHEDULE 2x12 BL(`^""'^ ROOF SHEATHING, BETWEEN SEE SCHEDULE AT 24 0 (3) 2x TOP PLATES BOTTOM CHORD OF TRUSSED FRAMING BEYOND TRUSS ADJACEN TO FOLDING DO( TRUSSES 1/2" DIA. BOLTS O.D. FENDER WAS___._ EACH END AT EACH SET OF (3)-2x4s COUNTERBORE WASHER AT UNDERSIDE OF BOLT HEADS 0-2x4 HANGERS (TYPICAL) 16" O.C. EXCEPT AT STACKING ENDS AND WHERE GUSSET PLATES DICTATE OTHERWISE WOOD STL ROOF SHEATHING, SEE SEE PLAN SCHEDULE SCHEDULE 'REFABRICATED WOOD HELD BACK 5 1/4" AND TOP PLATE TRUSS, SEE PLAN NOTCHED 5 1/4", SEE MECH DRAWING EACH TRUSS SEE WALL SHED (3) 2x TOP PLATES SEE SCHEI VOOD BEAM, (WHERE BOUNDARY NAILING, SEE SCHEDULE )CCURS) SEE PLAN ROOF SHEATHING, - SND SCHEDULE EXTEND TRUSS BOTTOM CHORD OF TRUSSED FRAMING BEYOND TRUSS ADJACEN TO FOLDING DO( TRUSSES 1/2" DIA. BOLTS O.D. FENDER WAS___._ EACH END AT EACH SET OF (3)-2x4s COUNTERBORE WASHER AT UNDERSIDE OF BOLT HEADS 0-2x4 HANGERS (TYPICAL) 16" O.C. EXCEPT AT STACKING ENDS AND WHERE GUSSET PLATES DICTATE OTHERWISE TO WALL C yNOISTLOP ROOF SHEATHING, SEE AT MECHANICAL LOUVERS TRUSS SCHEDULE BEARING AND BLOCKING TO BE FULL DEPTH HELD BACK 5 1/4" AND TOP PLATE ROOF JOIST, SEE PLAN NOTCHED 5 1/4", SEE MECH DRAWING EACH TRUSS SEE FOR LOUVER LOCATION (3) 2x TOP PLATES 1.1/2" NAILS TO 1 3/4" x 5 1/2" x BOUNDARY NAILING, SEE SCHEDULE CONTINUOUS LVL DRAG ROOF SHEATHING, - SEE SCHEDULE EXTEND TRUSS ROOF FRAMING, SEE TOP CHORD EDGE NAILING, (8) 8dx1 1/2" NAILS SEE SCHEDULE AT 24" O.C. SIMPSON 'LUS 26' ATTACH WALL SHEATHING, TO JOIST WITH (4) 1Odx SEE SCHEDULE zLJI 1 1/2" NAILS AND TO L DRAFTER DRAFTER WITH (4) 10d x1/2" NAILS - - - - -- SEE ARCH FOR FASCIA AND SOFFIT WOOD SHEATHING, (WHERE OCCURS) � SEE SCHEDULE 2x BLOCKING BTWN EDGE NAILING, STUDS WITH 16d AT SEE SCHEDULE 6" O.C. LEDGER TO (3) 2x TOP PLATES BLOCK UJ H 2x CONTINOUS LEDGER WITH (3) 16d TO EACH WOOD STUD WALL, SEE PLAN AND SCHEDULE STUD WOOD BEAM (WHERE WOOD STUD WALL, SEE OCCURS) SEE PLAN PLAN AND SCHEDULE PLAN AND SCHEDULE NG WALL 1�.JJ OOF TRUSS BEARING AT `:/ NO SCALE DOUBLE TRUSS --� BOTTOM CHORD OF TRUSSED FRAMING BEYOND TRUSS ADJACEN TO FOLDING DO( TRUSSES 1/2" DIA. BOLTS O.D. FENDER WAS___._ EACH END AT EACH SET OF (3)-2x4s COUNTERBORE WASHER AT UNDERSIDE OF BOLT HEADS 0-2x4 HANGERS (TYPICAL) 16" O.C. EXCEPT AT STACKING ENDS AND WHERE GUSSET PLATES DICTATE OTHERWISE SECTION A -A BOUNDARY NAILING; PREFABRICATED WOOD SEE SCHEDULE TRUSS BLOCKING SIMPSON 'LSU212'- FULL DEPTH EACH JOIST WITH BLOCKING BETWEEN (6) 10d x 3" FACE EACH TRUSS SEE NAILS, (5) 1 O x DETAIL M/S521 1.1/2" NAILS TO 6" O.C. LEDGER TO JOIST ROOF SHEATHING ROOF SHEATHING, - SEE SCHEDULE SEE SCHEDULE ROOF FRAMING, SEE EACH RAFTER, WITH PLAN. BIRD MOUTH (8) 8dx1 1/2" NAILS JOIST AT. BEAM AT 24" O.C. SECTION A -A ROOF FRAMING, SEE --J PREFABRICATED WOOD PLAN. BIRD MOUTH TRUSS BLOCKING JOIST AT BEAM 1 FACE MOUNTED SIMPSON SEE SCHEDULE JOIST HANGER 11 7/8" x CONT SCL— SEE SCHEDULE LEDGER WITH (3) ROWS STUDS WITH 16d AT OF 1/4"x3 1/2" SIMPSON 6" O.C. LEDGER TO 'SDS' AT 6" O.C. WOOD BEAM (WHERE WOOD BEAMERE OCCURS) SEE PLAN OCCURS) SEE PLAN AND SCHEDULE AND SCHEDULE EACH RAFTER, WITH SECTION A -A EAVE DETAIL AT OUTLOOKERS V ROOF SHEATHING, SEE PREFABRICATED WOOD SCHEDULE TRUSS BLOCKING BOUDNARY NAILING, - BETWEEN EACH JOIST SEE SCHEDULE ROOF SHEATHING, SIMPSON LSTA12 AT SEE SCHEDULE OUTLOOKER RAFTERS, - STUDS WITH 16d AT SEE PLAN 6" O.C. LEDGER TO EDGE NAILING, BLOCK SEE SCHEDULE ROOF JOIST, SEE PLAN SIMPSON 'A34' BETWEEN BETWEEN EA STUD WITH EACH RAFTER, WITH SIMPSON 'A35' ON (8) 8dx1 1/2" NAILS SIMPSON 'A34' AT AT 24" O.C. =ACH BLOCK WALL SHEATHING, SEE SCHEDULE EAVE DETAIL AT OUTLOOKERS V -(3) SIMPSON 'A34' EACH END OF PREFABRICATED L TRUSS BLOCKS WITH (8) 2x6 BLOCKS 8d x 1.1/2" NAILS AT 24" O.C. -SIMPSON 'A35' WITH EDGE NAILING, SEE (12) 8d x 1 1/2" SCHEDULE, TYP NAILS EACH BLOCK SIMPSON 'LUS26' ATTACH TO TOP PLATES PREFABRICATED WOOD WITH (4) 10d x 2 1/2" TRUSS, SEE PLAN NAILS, AND TO BLOCKS WITH (4) 10d x 3" NAILS SIMPSON 'H1' AT EACH (3) 2x TOP PLATES TRUSS ATTACH TO TOP PLATES WITH (4) 8d x WOOD STUD WALLS, SEE - 2 1/2" NAILS, ATTACH PLAN AND SCHEDULE TO TRUSSES WITH (6) 8d x 1 1/2" NAILS I WALL SECT10 NO SCALE GYPBOARD SHEATHING TYP, SEE ARCH END WITH 'A34' EACH SI/2" NAILS 30TTOM CHORD OF TRUSS SUPPORTING FOLDING )OOR �3) LAYERS OF 3/4" PLYWOOD x CONT GLUED AND SCREWED TOGETHER, STAGGER SHEATHING JOINTS BETWEEN LAYERS, INSTALL OVER GYPSUM BOARD, SEE ARCH NO SCALE PREFABRICATED WOOD SIMPSON TRUSS BLOCKING WITH (12) BETWEEN EACH JOIST NAILS AT E ROOF SHEATHING, SIMPSON LSTA12 AT SEE SCHEDULE 24" O.C. WITH (10) STUDS WITH 16d AT 10d x 3" NAILS 6" O.C. LEDGER TO SCL x CONT FASCIA -(3) SIMPSON 'A34' EACH END OF PREFABRICATED L TRUSS BLOCKS WITH (8) 2x6 BLOCKS 8d x 1.1/2" NAILS AT 24" O.C. -SIMPSON 'A35' WITH EDGE NAILING, SEE (12) 8d x 1 1/2" SCHEDULE, TYP NAILS EACH BLOCK SIMPSON 'LUS26' ATTACH TO TOP PLATES PREFABRICATED WOOD WITH (4) 10d x 2 1/2" TRUSS, SEE PLAN NAILS, AND TO BLOCKS WITH (4) 10d x 3" NAILS SIMPSON 'H1' AT EACH (3) 2x TOP PLATES TRUSS ATTACH TO TOP PLATES WITH (4) 8d x WOOD STUD WALLS, SEE - 2 1/2" NAILS, ATTACH PLAN AND SCHEDULE TO TRUSSES WITH (6) 8d x 1 1/2" NAILS I WALL SECT10 NO SCALE GYPBOARD SHEATHING TYP, SEE ARCH END WITH 'A34' EACH SI/2" NAILS 30TTOM CHORD OF TRUSS SUPPORTING FOLDING )OOR �3) LAYERS OF 3/4" PLYWOOD x CONT GLUED AND SCREWED TOGETHER, STAGGER SHEATHING JOINTS BETWEEN LAYERS, INSTALL OVER GYPSUM BOARD, SEE ARCH - SIMPSON 'H1' AT EACH RAFTER ATTACH TO TOP PLATES WITH (4) 8d x 2 1/2" NAILS, ATTACH Q TO RAFTERS WITH (6) W 8d x 1 1/2" NAILS W UJ Z -SIMPSON 'LUS26' ATTACH N W TO TRUSS WITH (4) 10d x 1 1/2"NAILS AND TO OUTLOOKER WITH (4)--°j " U J 10d x 1 1/2" NAILS Q FULL DEPTH BLOCKING O BETWEEN EACH JOIST SEE DETAIL M/S521 V V (3) 2x TOP PLATES W F - PREFABRICATED WOOD _ TRUSS, SEE PLANcc V WOOD STUD WALL, Q SEE PLAN AND SCHED WOOD BEAM, SEE 9501 E. 86th St. Indianapolis IN (317) 849-6992 fax (317) 849-6993 PLAN AND SCHEDULE 103 Wind Haven Nkholsvllle KY (859)523-1500 fax(859)523-1514 (2) ROWS BOUNDARY NAILING, SEE SCHEDULE EQ — ROOF SHEATHING, SEE SCHEDULE ROOF JOIST, SEE PLAN AT D 1 3/4" x 5 1/2" x CONTINUOUS LVL DRAG WALL SHEATHING SEE SCHEDULE WALL TF_ NO SCALE DOUBLE TRUSS 6d TOE NAILS 1T 6" O.C. IOOD STUD WALL, SEE 'LAN AND SCHEDULE PREFABRICATED WOOD TRUSS, SEE PLAN SIMPSON 'CS22' STRAP WRAPPED AROUND TRUSS BOTTOM CHORD AT EA STUD, FILL HOLES IN VERTICAL PORTION OF STRAP WITH 8d NAILS N4 STUDS kT 24" O.C. x PLATE, SEE ARCH k3) 1/4"x3" SIMPSON 'SDS' AT EA STUD Stamp: 1/2" FILLEI SIMPSON WITH (12) Q NAILS AT E SIMPSON 'A 2x BLOCKING BETWEEN (12) 8dx1 1 STUDS WITH 16d AT NAILS EA S 6" O.C. LEDGER TO AND BOTTO BLOCK O � 11 7/8" SCL BLOCK P" BETWEEN EA STUD WITH J SIMPSON 'A35' ON 2x6 STUDS EACH END AT 24" O.C. 0- (4) 16d NAII - SIMPSON 'H1' AT EACH RAFTER ATTACH TO TOP PLATES WITH (4) 8d x 2 1/2" NAILS, ATTACH Q TO RAFTERS WITH (6) W 8d x 1 1/2" NAILS W UJ Z -SIMPSON 'LUS26' ATTACH N W TO TRUSS WITH (4) 10d x 1 1/2"NAILS AND TO OUTLOOKER WITH (4)--°j " U J 10d x 1 1/2" NAILS Q FULL DEPTH BLOCKING O BETWEEN EACH JOIST SEE DETAIL M/S521 V V (3) 2x TOP PLATES W F - PREFABRICATED WOOD _ TRUSS, SEE PLANcc V WOOD STUD WALL, Q SEE PLAN AND SCHED WOOD BEAM, SEE 9501 E. 86th St. Indianapolis IN (317) 849-6992 fax (317) 849-6993 PLAN AND SCHEDULE 103 Wind Haven Nkholsvllle KY (859)523-1500 fax(859)523-1514 (2) ROWS BOUNDARY NAILING, SEE SCHEDULE EQ — ROOF SHEATHING, SEE SCHEDULE ROOF JOIST, SEE PLAN AT D 1 3/4" x 5 1/2" x CONTINUOUS LVL DRAG WALL SHEATHING SEE SCHEDULE WALL TF_ NO SCALE DOUBLE TRUSS 6d TOE NAILS 1T 6" O.C. IOOD STUD WALL, SEE 'LAN AND SCHEDULE PREFABRICATED WOOD TRUSS, SEE PLAN SIMPSON 'CS22' STRAP WRAPPED AROUND TRUSS BOTTOM CHORD AT EA STUD, FILL HOLES IN VERTICAL PORTION OF STRAP WITH 8d NAILS N4 STUDS kT 24" O.C. x PLATE, SEE ARCH k3) 1/4"x3" SIMPSON 'SDS' AT EA STUD Stamp: UJ z Q 2Q�.��'O _ fn : ►- N Q : r— ., a Q z° o z � O � V / P" Q UJ z Q t�-i O Q = o z � O � V / P" J W f� Z W 0- Q U zLJI �' tO I;% D � zW Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: ROOF FRAMING DETAILS S522 I cn o � o U a o UJ H i O U o Qw Q N N } J J D N O Project Number: 50049487510 Plan Series: IPF -SC -10-04 Property Number: 500-4948 Sheet Title: ROOF FRAMING DETAILS S522 I