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SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*t 45*t x 45* 1 SEESTRUCTURAL NOTES AND NAILING 2x4 CRO1111 BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x4KI KERN 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ F_O�O/C . @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" 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. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL -1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. �—Nz 9\./*/ k I BLOCKING 7/16" OSB SHEATHING r'ATTACH ED W/ 1 Od END GYPSUM WALLBOARD [::�zl/2"CDX GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3' @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. CM THROUGH CHORD 2-x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD M 1 INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING—i DETAIL 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) 10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d 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 \ . . O.0 2x4'T"ON TOP OF PANEL BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48 FOR -1 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED 1/2" 8" "J" BOLT 48" O C THE FIRST (4) ROWS OF TRUSSES 2x4 'T" ON TOP OF PANEL (2)16d x @ . . INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT wl (4) 1/4"xl 1/2"SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 0dx1 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/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 SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 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-, GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN.4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK � �5 SCALE: N.T.S. � �5 TITEN ON OUTSIDE 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING ;0 ;o NOTES AND NAILING INFORMATION SCHEDULEFOR —111. SHEATHING DETAIL BACKNAIL w/1-:/ 2 1 (2) 16d NAILS -WOODTRUSSES . 00 ;0 2"x4" CROSS BRACE ---- APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGEFASTENEDAT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) Ot BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 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 @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d 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 5 1/2" 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 7 ^� �1 1� I A^� I A RAILIA"^Kl /QDA C: A QWN AIKI C:r'10 11131 V% C s MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 1" 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. SON HGAM 1 OKTA W1 (4) EPqES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO .1 - —JACKTRUSS BLOCKING & (4) 1/4'X2 3/4" :":, 7- SEE PLAN FOR TITEN TO CMU t-.,,.-CONNECTION %JV I V]Lm LJI%Q I Lj1%1v1111r% I [Wil 'S. . � _ 2X4 "T" ON TOP OF PANEL--j BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ EXT. WALL CONN. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS � �5 ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT 7"x4" MIN-.';FF M/,1;S CROSS BRACING DETAIL SCALE: N.T.S S5 12 6 MAX. 85 i S5 GABLE TRUSS 12" ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 'L" BRACE W/ 10d @ 4' O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) CONT. BEARING :SH SCHEDULE �TTACHMENT 2 SYP BLK'G @ 16" O.C. JxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. 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 V BRACE W/ 10d @ 4!' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 7/16" OSI3 SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING --2x4'T'BLOCKING @ 48.. O.C. 16d NAIL 1" BRACE "N �' / ATTACHED /, 10d NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. S5 2x4'T'BLOCKING 48" O.C. 16d NAIL 1" BRACE ATTACHED — W/ 1 Od NAILS @ 4" 0. Aj4 L TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLETRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL, TOP PLATE NAILS AT EACH STUD (2) 2"W"L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION SECTION 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. � �5 AS PER HIB 91 SCALE: N.T.S. 1\ �5 20'-0" MAX 20'-011 MAX "X" BRACE SEEDET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z CING W/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \,-MOISTURE BARRIER \_BONDBEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIOn(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4' (U.N.O.) 111 BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0-0" - T-011 3'-0" - 6'-0" 6'-0"& GREATER SCISSOR GABLE (1) 2 to 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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 14'xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) �---CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/*'=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 Ll 1 11 Im old 01 151111111111111111 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 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 CD � L E Wk %,. ......... "\ - - *6 S N S * 0 46� PE78750 Or - To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained wbin these drawings comply with the 2020 Florida Building Coda - 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 P g 8 cn� gi* IS-11 - 4 _j 0 $ _.� ,, -.9 - :ft �- W U13 'W' Uj a- U- -9 u- U. z 5; c 0 0: I C'� W z IL L & 6 CL 1:: M z S2 0 z C14 < 0 U) W 000 — (D zl_ < CL Z! (D Uj U 0 U an :E U t = CS I < 09 .. C:, z i __j E0 E w6 z E C) rK3 H R8 R2 R z . t �O Ul C: n 5i8 '0 OfF Z' z �z z �0 W , 2 3 tj -�o 0 z �2. 8 2N .0 C) > 0 0 C) > 0 CD CN 3i > 0 L_ 0 0 0 0 CD C ca a 0 r*- E Lf) M C14 7— U J N CD 00 C%j 00 LO 4i E .9 C N to CD T_ CY) . . CN 0 z M z E d ca E 0 t 0 _j < 0 C JOB NO: 21-2023 SCALE : AS NOTED SHEE7 NO. S5