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-o Q pn N v t1 O J _Lo 00 00 N 0 0 J 00 I rn tz a N a E 0 L C J SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x SHEATHING DETAIL 10d x 1 OK R 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/ (2j 16d NAILS OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE TOP CHORD @ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR : • �, FIRST FOUR ROWS OF 45' ± 24 MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 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 H2.5A w/ (10) 8d ' SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d J FROMLSIMPSON 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 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) � O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER „ „ „ „ 5/8 x 10 J BOLT @ 48 O.C. 5MOISTURE WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 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. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0� PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR r r SEE STRUCTURAL X-BRACING, AND TOP T `" �' NOTES AND NAILING CHORD BLOCKING N _ °° SCHEDULE FOR INFORMATION °O `O SHEATHING DETAIL I'll ' 1/ 2"x4" CROSS BRACE WOOD TRUSSESAPPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING „ 1 1 2 1 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `7�11� ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT � () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF (Z) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2" x 4 LAMINATIONS W/ 1 ROW FI 48" (4)O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 0 R i S STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 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 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) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX, ELEVATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE FROM RIDGE FASTENED AT APPROX. 8" FROM EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10dx112"ATEA.� OUTLOOKER (2) 16d NAILS 72x4 OUTLOOKER 77TOP CORD BLOCKING FOR - FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "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 BLOCKING, FASTEN WITH SIMPSON HGA10KTw/ (4)1/4"x1 1/2" 2) 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)14'0" @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM4 DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) --�-- FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTENDvN AT LEAST 90% OF WEB LENGTH (SEE TABLE) x GABLE TRUSS z 1/2" CDX PLYWOOD OR 7/16" w (2)16d NAILS OSB SHEATHING ATTACHED BRACING w/(3) / (3)10d x 3" AT _r W/1Od NAILS @ 6 O.C. •. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xi 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION I° TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-1-LY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. SJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) j 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 12- MAX JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP I I I GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 I°° e1a11. °, , 4. , F `11%, all- \� . 11 . ` aII° - 1� . °' 4 .` II "II..° ° II II. '--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. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" 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" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM i - BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. 55 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � I■ICI Ni 1 1111 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. a NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 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 SCALE: N.T.S. VS5AS PER BCSI 1-13 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" 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. SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ollwrouw Jrz w/ k IL) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y� �90� WX I CORNER JACK Y a U C W Z Cr 0 U HIP FRAMING REFERENCE PLAN 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 BRACINGDETAIL 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 _ 7 I� 0 . lea c � ai• '� � �-. •. L O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 4k O O ami O O _N U_ u- C N 5-, aco W a ai a V% (6 M Lu 5 W Wu_ 25 �. W W O Z -arn°' 0W o _�9 °�°moo Wa0�m co 0° m� �o a0 7' LLW 0) 0 �"NQO�= N �4r>Z Z U ❑❑❑❑ W N O O z Q M d NLj mom Z v o 1 CD LL 1VJ' �V W O I` OW r-- c E N �cn 91 � a � u �— 2 E I i} p N • 12-,CD 0 Q o �0 o co w co co z¢ o Z J E =o Q O zm Q N Z® ICU F C) MO x U ai a= oa UO =O V O Q Wz N w o �¢o I?L ro C/3 U m� 0 o, Z q u� J m a Q W �z d 0 LL a yw W U � <o o� �k r� j z Y xl3 O IIIIIII� O v W h 501 1 ra ° 3 C O 0 .N > C'7 �L1 >W ." O M N M c'0 /Q i2 1��• C V T� Vi Z LO 00 = O 0 04 r N M N o co Z E °' m C co a E 0 _j N ¢ o C JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. S5 No