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SIMPSON HGAM10KTA W/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR 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 BOTTOM CHORD (SEE TABLE) 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)1 Od & FROM LEDGER TO SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD " � 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING PLYWOOD OR 7/16° @ 48" O/C FOR THE // \ ,,,-1/2"CDX OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. / \\ NAILS NAILS W/ 10d NAILS @ 6" O.C. EDGES \\ • 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 FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Sj 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 "' `' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� � go SCHEDULE FOR 1112 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ ". (2)16d NAILS `° co go 2"x4" CROSS BRACE •2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ti RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d �j �j ► NAILS @ EA. END AT EA. TRUSS JOINT " 1�11 2x4 PANEL BLOCKING 3 2 x4 LAMINATIONS 1 ROWLAMINATIONSW/ R (2) 2 x 4 LAMINATIONS W/ (1) ROW () () (3) 2 x 6 (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL TRUSSES 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 DQ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/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/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" 4zSEE PLAN FOR TITEN TO CMU CONNECTION 2x4'T' ON TOP OF PANEL WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION WITH �2� 12dOTOENAILSCKING / LOCEXT. BOdx3'K@ 4" O/C (2) NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. ��5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_'N� SCALE: N.T.S. S5 vvry r . u�nnnv�a GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S, S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE 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) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W `.BRACING w/ (3)10d 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.) rE 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" 3'-0"- 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj_ C7 a �9 c4- CORNERJACK Y U Ci W z 0 U , HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. L L19k q �I1le� IIION No o11110 o ON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 N tq a i_ cm ci a o R�C-4 o y -m C14 Q 2 N cc dated do CC d a eM 0 N N t. �1•�J • - Q o i 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 s gnature and seal. 0 E FA45 �_ 0 co o, W W:l a NOv �LL d � J m u- LL W LL LL a ,Q V Z J W —vim a sX � m � o W0) Z TO. m CO � Mz d ZN OU v W pp z co z � 8 z Q V) N z0� o LL +-+ C" (� , .. L c U 0 W g Ln c U c Q w �0 `8 Cn o Cn_ 032 w a I.L m ZO >N �n E 0U oa UO oQ z��&� C C F�F� 5a 08QW 8o OLL z magi J ¢b MZ $ 3 0< go W8- o LL �� � w =k w o wa GIs ;o mj v zla a o 3 C O 0 0 Z 0 a� rn ca m W L r N ��\ Y / a 0 N I— ICU : J Y O LL. N U 0) m N O �LO— Q ( r ai C`V o M 3 i N 14T Z z E N B is m E D °' _ a U _j Q p JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. 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