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d11_I1111I 3 Q co 00 CV Ln FD 0 01 CD 0 I N i Q rn L0 >v 0 0 0 J C> A ,LJ L0 c a 0 i C F2 2 E O L J LZ pU C U i U I v 0 f7 00 0 0 a cal 0 (71 00 Cv m Cv v 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND 2x4 #2 SYP BLK'G @ 16' O.C. F MIN NAILS EA. END. MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYSEE SCHEDULE - [RSH] - FIRST FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) ) MAX. 9 AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS U S SEE 10/S5 BACKNAIL wl (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 1 O/S5 NAILING SCHEDULE FOR SHEATHING DETAIL 45' f SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT NKI�KER EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @EACHJOINTW/(3) & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN /• AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od &SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR \ LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. • BLOCKING 2x FRAME WALL (SEE WALL SHORTER) �� ''� GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2 CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST ROWS OF • NAILS —\ ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM () CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. E END TYP. TOP & @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C 2"x4"LEDGER (MATCH BOTTOM CHORD wJ 10d NAILS 6 O.C. @ AND 12' O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2)16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL 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 BLOCKING, FASTEN WITH FASTEN WITH 10dx3" 4" O/C SPACED @ WEEP SCREED „ 1/2' x 8' J" BOLT @ 48' O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM �° MOISTURE BARRIER SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER - - - SIMPSON META12 w/ (7) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1l4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK Srj SCALE: N.T.S. ��5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 20'-0" MAX SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) plvF' SUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d "' SEE STRUCTURAL I I �2� 0/C (TYP) EACH END @ ON SHEET S5 FOR N >9" SEE 10/S5 WOOD TRUSSES X-BRACING, AND TOP CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM ZZI AT 24" O.C. ON TOP OF 1 12" RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24 CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB TRUSS SPANS 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED 48 /C FOR THE 0 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ (2) 16d NAILS SIMPSON HGAMIOKTA —2x4 BLOCKING @ 24" D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2" OR EQUAL FIRST (4) ROWS OF 10d NAILS 6" O.C. W/ 0/C w/ (2) 16d ( ) (D = 0.207", L = 4 1 /2") OR EQUAL E (4) 1/4"x1 1/2" SDS TRUSSES FROM EA. E ES AND 12"" O.C. FIELD SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ O 2 16d TOENAILS CONNECTION 1/4"x2 3/4" TITEN TO CMU 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 pq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION DLUx., IN 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATIONB.OU CMOSAMEINUMBER OF ROWS SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF SEE TYP. WALL SECTION FOR rD ) SECTION ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 9 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT _ — E CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ^SEE M/S5 SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" ISH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE . 2x4 #2 SYP wl 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0,10 SCALE: N.T.S. S` CJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 '-- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. OVERLAP TRUSS BRACING SCALE: N.T.S. SS NKE-EN(aINEEKEU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVE -- �— MINIMUM (2) 16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 RLAP • SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 0 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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-0" 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 112" SDS^ ^ GABLEENDBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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/ 10d NAILS @ 4" O.C. TYPICAL i GABLE TRUSS WEB — SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM - BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX • • :• • •�� MIN. ILI I e P BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ZBOTTOM 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-,N� 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 C- ► A l � p 001 N C7 N �.J � Y CY ,�' Q ✓ N w w E � R7 N J co G � a r{rr�y, � 0 1 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. :. W E 8 V N N d CS @ /I1^� Z LL 5 a Lu cc C L @_ s W r"° N� o 0 9�r W c9j2m m Z LL ao 0 n z N J O U Z #- W (n ❑❑ V M � N M o� z^ z� Q N {•1 V) ' Z v 0 o Tl LLJ � c' U O w s U r 8 `I <= o �0 0 Sm C Cl) M J g n � J cti � w ` P, Z Z E (O o E 0 p K U n Z w2 S ¢ . UK a¢ 04 R 1 L ¢ m Y <w J a-' rz rn a 2 `- W 0- wLL �w o Wa x rc0 cd0 � 2IK U 0p J Lo Ln ui m �-- L Q) CD cB O Y/� r uJ o co N m m LO r a-+ M co 0 N 0) 04 00 N Q 0) 04 fn rn T 6 m CD M N o z z � E O iri 00 w co c @ a E O 0 -1 Q 0 c � JOB NO: 22-09414 SCALE : AS NOTED SHEET NO. S5