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SIMPSON HGAM11 W/ (4)1/4"xl 1/2"SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU I SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2) 16d NAILS —\ SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL 1. OUTI 001(ER OUTLOOKER QDIZ CnD %A %AIAI I HOC: ')" Ar EA TOP CHORDOR @ 24 O.C. NAILING SCHEDULE FOR UU I ILILIURLK MNLJ 11MILINU SCIHICIJUILIZ @ 24' O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING F FIRST FOUR x 714, ROWSOF 45* 24" MAX. TOP CORD BLOCKING 45*± 2' 2X4 CON71" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA W/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO�S 13RACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8"FROM OUTLOOKER EDGESOF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2X8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8--0- O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d 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. SS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACHJOINTW/(2) 10d LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ZIA -,,----FROM BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS I 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" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED DQ I INI '0 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD I w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 0 - 2x47' ON TOP OF PANEI RI 00-11 WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) - O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4' O/C SPACED INSTALLED PER MANUF. 2"4" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 481, O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED wl (2 5/8"x 10"J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2"NAILS AT 6-101" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x? 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 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'-O"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) 10d NAILS & (4)1/4"x21/4' SCALE: N.T.S. �5 SCALE: N.T.S. TITEN ON OUTSIDE RArKNAII W/ 0I Irld q SIMPSON H1 OA w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES Ivu X I I OUTLOOKER AND NAILING SC HEDULE 2x4 OUTLOOKER 77 FOR SHEATHINg DETAIL r @ 24" O/C 2x4 OUTLOOKER @ 24" TOPCORD N 4" MAX. 24. mAx. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSSBRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT It 'I-, r"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)116d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NA NAILS LS 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 '-\�2x BOTTOM ATTACHED 48"A BLOCKING W/ (2) 16d TOENAILS 1.-2X47" ON TOP OF PANEL Ll BLOCKING, FASTEN WITH M 2x4'7"ON TOP OF PANEL 1 0dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"4" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER IMATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT Ut5L. I UV VLA It TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION r4 SCALE: N.T.S. SCALE: N.T.S. �5 -REFER TO DETAIL J 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL---,,,.. OUTLOOKER r@ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION co 90 to SHEATHING DETAIL FIRST FOUR ROWS -1 -11, OF TRUSSES @ z , 1/� 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOODTRUSSES Z" go 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GAB E RUSS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" /;OSB 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 SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. - 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL NOTES: (D = 0,207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS - SEE PLAN FOR TOENAILS @ EA. END --------- 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS - - CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 2x4'7"ON TOP OF PANEL-/ r OF I HE LAS I LAMINA I ON jormF_ P%O oriv" 1-4 r-vn .1-r-L T) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION T 7 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION ( �D B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) - SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION le 9 ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �5 2'x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOODTRUSSES OCATIONS) 1063" O/C 21lx4l' TOENAIL 6"O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS IrUAX JOINT �411 1 1.1 1 1.1 L L- CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. ` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. � S5 V BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124- OIC (TYP) I v N 0 z BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM1 OKTA w/ (4) -MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4' \-BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T'BLOCKING @ 48' O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @:4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(! SCALE: N.T.S. S5) 2x4'T'BLOCKING 2x4 BLOCKING @ 48"O.C. 1" BRACE ATTACHED�_ -11d NAIL W/ 1 Od NAILS @ 4" 0. . TYPICAL :j—/j GABLE TRUSS WEB --/ SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM 1 -4 BLOCKING @ 48" O/C ,.-GABLE TRUSS .�= TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE(;) AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X- BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. k, S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2'x4" (U.N.O.) "L"BRACE 74' (U.N.O.) 1" BRACE 24" 0-0" - T-O" 31-0"- 61-01' 6-01" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 114-0- SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Cr LU 0 CORNER JACK L) LU z x 0 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 AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL M N 9 TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 (D .M C> Ila 0 v)(D C11"I 4--J �e 0 L_U _CD_V) r� E U LU 0.r -9.= Al I MID. N C B*" C vwxl , N511r N !Zi E U7. HtL�z W (un) M :�;W� 01, 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 lignatu re and sea) is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal C) Z r-4 0 (L) r-, " :!.e C:) Ul = %D > (n M 0 z Cn V) M Ln :2 C<L Cn v rk N z U", U_ 0% < 0.00 z E z W LU Mj g 8 0, H 00 1- uj 00 U) z :D C x 2: Lr) LLJ M 0 U 0 0 0 1,61 rj U_ U4 2� =1 < Z z UJI Ln -.4 1 Lij 2: < Lij x < z 6�6 �Iv w T-4 co a r-4 06 z Z :5 t- U LU 0 SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION NO 10 SHEET NO. S5