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SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS t7 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA, END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OS SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS �17 w/ 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 74" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48' 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. " AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C lj�2x4 "T" ON TOP OF PANEL (2)16d @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO ---" " " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM I N O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N - Co NOTES AND NAILING INFORMATION `� � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 0 BOUT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2" x 4" LAMINATIONS W/ 1 ROW '� " () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2X4 BLOCKING 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF w/ O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO /JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU OF THE LAST LAMINAT 0 ( 2X4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g SEETYP.WALLSECTIONFOR SCALE:3/4"=,'-o" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 1 S5 12 6.9 MAX. J S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d XO.131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL T' BRACE ATTACHED W/ 4" 10d NAILS @ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILre SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS Ir TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUDI FASTENED (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE ITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) (oT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C7 a 9 CORNERJACK Y v¢ , w z tY 0 HIP FRAMING REFERENCE PLAN L "ql NIIIIIIIIII NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I Ht ll��A` .. �• S '•ri d GIN 44 F l.0 0FESS\O' •\ y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i» n 11- E r• g o N8 �.6 ' " FA N 0) LL S ,n to 1- a (A r. LD LL W M v °• �e a _9U..LL a W Z `°ca �0 13 0 oC4G x 0 W ¢ co C; a = N M Z W S2 0 L Z OU v_jy W ❑00 M z N z9 Q aIn - N ^ , W V O LL . V N o p U 0 ,.1.1 N c Y, w t U 1 AIll o � W M of ZZ E o o li go 0 E U w? oa z -C 9 Q �a 0 N a? S Qz w. mo C U N = ow z N J m a ° Q W z z N �w ool = o az W R �5 v z ° 3 1211 L J 0 rn m �✓ O U ■ a) > T 0 O V C m W H W C �■■� E v f0 T' r = N T— •� O T 00 T 00 z r_ E 0 ayi E V C a v J Q Q J JOB NO : 21-1069 SCALE : AS NOTED SHEET NO. S5