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LO r- LID C4 LD LID C9 Lo cq !;2 CK E 0 3 0 LZ '9 0 U, o 1<1 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2' SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK`G @ 16' O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK`G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - 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 t7 SCHEDULE FOR SHEATHING DETAIL 45'± 45' t SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR 2x4 CROS BRACE SHEATHING DETAILY KI KERN 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @4 8. ?O/C. @ 8'-0' O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT EACHJOINTW/(3) 10d "L" BRACE TO EXTEND Y 2x4CROSSBRACE 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. GAB E TRUSS EACH JOINT w/ (3) 1 Od & 11 FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR . (2)10d TOE NAILS @ EA. DIV *1el BLOCKING 7/16"OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 112"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1 GdX3' @ 3' O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6' O.C. THROUGH CHORD 2'x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12"O.C. FIELD " P T PLAT E )R TRUSS) SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS [ MAX, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 1 O/S5 DETAIL DOUBLE TOP PLATE 2"x4"CROSS BRACE - 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) r"L" AT LEAST 90% OF WEB TOE NAILS @ EA. END 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 NAIL ATTACHED wt 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 BOTTOM ATTACHED 4 (2) 16d NAILS W/ (2) 16d TOENAILS �--2X47" ON TOP OF PANEL . . 2x BLOCKING BLOCKING, FASTEN WITH 2x4 'T" ON T6P OF PANEL BLOCKING-:-' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48"O.C. FOR T FASTENWITH 10dx3"@4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4'7"ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48"O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12w/(7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS TRUSS& (4)1/4"x3" SDS SCREWS TO PLATES AT241"O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 1 /2. NAILS AT 6' FO R 'S 1/2"x 8""J' BOLT @ 32" O.C. MINIMUM 6" FROM T LOC O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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 SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 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 K SEE STRUCTURAL--,,,,_ CHORD BLOCKING ;o go NOTES AND NAILING INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w (2) 16d NAILS -WOODTRUSSES Go ;o 2"x4"CROSS BRACE APPROX. I" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF SV EACH JOINT W/ (3) 4t BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4i NAILS @ EA. END ATTACHEDW/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS 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 - /ODA C AQ CWn%A/Kl Vr%D 'I Di V1 2x4 BLOCKING-,,,,,, --2x4'T'BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL — I GABLE TRUSS WEB H DOUBLE L" BRACING DETAI SCALE: N.T.S. 2x4'7" BLOCKING IS, 2x4 BLOCKING @ 48"O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILr6 S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C -GABLE TRUSS =tty TRUSSVERTICAL SIMPSON SP2 w/ (12) 1 Od DBL. TOP PLATE -jj 1 -2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2'x8" "C BRACE FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE r3 SECTION SECTION K4 SCISSOR GABLE 'IT" BRACE SCALE: N.T.S. SCALE: N.T.S. 1\ �5 AS PER HIB 91 SCALE: N.T.S. �, �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >91' 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" --- 1 OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA W/ (4) E AN O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4'X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF 1 H LA 2X4 "T"ON TOP OF PANEL--' EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF i( B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" '\, �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 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 j CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX,, 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16' O.C. 10dxO.131" )ENAILS EA. SIDE )NT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. \,., �5 GABLE TRUSS 5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 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. PRE-ENGINEERE 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 "L' BRACE W/ 10d @ 4�' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1\'S5 "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L"BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0-0" - T-O" 31-011- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 SPY. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: BRACE TO EXTEND FULL HEIGHT OF GABLE. 1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES 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) 1/4-x3' SDS SCREWS TO PLATES (TYP.) 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 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LLI CORNERJACK CL cr Uj z 0 HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z UJI \-BRACING W/ (3) 10dl x 3" AT EACH CONN. @ 24" O/C --MOISTURE BARRIER -BOND BEAM MASONRY WALL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16' O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 7' 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L Li q I I I 1A M M AS PER BCSI SCISSOR TRUSS 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 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 C%A 5 C2. r— cz 4C - t'e -L2 . E -c cc CP = A - E C) < U CID !:�- 4 *.' F-LO..-" /<f ... ........ OPE Nm� S S\W4 NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edifion. Engineer's signature and seal is only for the structural engineering portions of the dreMng pages bearing Engineer's signature and seat. W 11-E -4 5 6 ? Lo 0 a C:/), 2 a 04 0 LL 4 r- - 7! a -9 U_ a- z :� c' z M 8 C� 0 W Y, 0 W ILt- 3 0 ce z 04 z d W 1:10 0 < Q) v) a) 4--J c/> Lu 0 Lu v) tn w < r-- zo z E o Ao o� go E 8 'T w '. !i - A o n o� w x oo z E z �z C-4 :g t q o z -r �z 20 1 2 3: w 2 'z 5o W L 3� z ow o§ u C .2 r%. 0� LO LO 6 0) T co CO M 0 U) CN M 00 L0 4-0 0 0) U') CN ol 0 CY) r-_ LO a C14 Lf) CN E co c Lo 0 z Lj E r" E 0 -j JOB NO: 22-06468 SCALE AS NOTED SHEET NO. S5