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J SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d x 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER 24" O.C. @ TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR : • --L FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM EDGES OF OF SHEATHING TYPICAL QU I LOOKER 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND 2 LEAST E T OF 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'.0" O/C. MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7. W/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2X4 "T" ON TOP OF PANEL BLOCKING,771� SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. INSTALLED PER MANUF. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION j EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES'7 OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C F 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FASTENED AT FROM RIDGE FASTENED APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING () can BLOCKING, FASTEN WITH O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"xT BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS I 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP T NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION °° SHEATHING DETAIL Ill. 1/ 2"x4" CROSS BRACE WOOD TRUSSES �° APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE (2)16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq 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 2x4 "T" ON TOP OF PANEL x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND YA� AT LEAST 90% OF WEB LENGTH (SEE TABLE) ,-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" �BRACINGw/(3)'Iddx3" w OSB SHEATHING ATTACHED AT = W/ 1 Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4) 1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU ot-__ MASONRY WALL Ur I nt AI LAJ I LVIIIVA I IUIV rr�� nvvr kono ory r vrti �-r� r / BLOCKING, FASTEN WITH ZX415LUUKINLa 1/V/ as 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING = D ) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN OR WOOD TRUSSES OCAT ONS) 10dx3" 0/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MAIN. S'EEEMM/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 1Od @ 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. `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) 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a q ME OWN ARCHITECTURAL FINISH NOTE: 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"4" (U.N.O.) L BRACE 24" 0'0" - T-0" S-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. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:34'=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 END JACK 1 V-0" MAX. O� o CORNER JACK C7 Y a Q W z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C, MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS 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 M Q �ttt? t 9 I I I I I t i i p/�eee -�� Q •" �aE rn v r� — `L .'__j�U�� 10 U \ d NI �V:'ell O S 0 E S � ��a1 r°�/iliflillEt°%0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W g' O r '.10 IT8 N o�p N# ® O C:) C)c o 0 .2 a1 J st W W fA Q CD W N a' ai m� a s W p & 0Wzo z W J C?m m 0 o C (V [0 9 m or-.- W L 2E°'O' <o a0 QMZ N'IT (� F J 0 Z V ❑❑❑❑ W N O � O z o _7 M D_ O V) z o Ln W o Ln U CO w E— m E — o g Ca o � • t0 Y sm o co Jz w co co z O Z ¢ LPL ai E Q E R z® ❑ a 00 t— C _ E O XU a� U U o¢ Nire o 0 ¢o az U) c - C �� mo o f <z J a' zz to o go gas LH O ¢o oz 1- �3 o w< �o O to oit z¢ aF o- �3 �N O ^L� W r— co N co C�) C m r 0) z o Ln N GV O T 6 N CIO o Z z E O c� ,— m r m d E U _j a m Q p C o JOB NO: 19-8532 SCALE : AS NOTED SHEET NO. S5