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ts LO :9 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1/4"X2 3/4" TITEN TO CMU 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) 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. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ 016d NAILS �x 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 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45'± Z 45' SEE STRUCTURAL Y NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT A4KI @ '_O�OKER 8 /C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od Ir 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. GABLE TRUSS EACH JOINT w/ (3) 1 Od & LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. "---FROM BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD 7 ATTACHED W/ 10d � GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX 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 A77ACH ED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. pq THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD ff EDGES AND 12" O.C. FIELD 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 - [RSH] - 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 NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ,1/2" 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 R . . 2x4 PANEL BLOCKING @ 48" O.0 2x4 "T" ON TOP OF PANEL BLOCKING-:- 2"x6" P.T. SILL NOTCH 1" BRACE HERE F; 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 1/2" x 8" "J" BOLT @ 48" O C 2x4 "T"ON TOP OF PANEL I (2)16d NAILS INSTALLED PER MANUF. . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" 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 PLATEWASHER META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED -SIMPSON I 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. EMBEDM ENT 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 CM0 SEE STRUCTURAL— CHORD BLOCKING &D NOTES AND NAILING INFORMATION ;o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES ;0 It 2 go 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING U * RIDGE FASTENED AT "1 AT 24" O.C. ON TOP OF v t2' )? EACH JOINT W/ (3) BOTT. CHORD FOR 4 '�t 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d 4�t NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS 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 t O/C W/ (2) 16d TRUSSES FROM EA. I 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. x7" LAG SCREWS OR EQUAL f OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12- O.C. FIELD 2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od SLOPE OF ADJACENT TRUSS) , , 7 NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r3 SECTION r4 SCALE: N.T.S. SCALE: N.T.S. 1\ �5 � �5 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 v -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO .I ' 1 "X2 3/4" BLOCKING & (4) 1/4 ZJACK TRUSS SEE PLAN FOR TITEN TO CMU %?k,.-CONNECTION 2X4'T'ON TOP OF PAN FI LL� EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I BLOCKING, FASTEN W TH 1 Odx3" @ 4" OIC L 2X4 BLOCKING W/ 11 I (2) 12d TOENAILS IL NON — LOAD BEARING LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I( r8 SECTION �9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1--o-, �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. '\ �5 SCALE: N.T.S. 12" IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT 2"x4" MIN SEE M/S5 SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. IxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. . ALTERNATE NON —DROP GABLE END DETAIL CROSS BRACING DETAIL ri (o 10� SCALE: N.T.S. SCALE: N.T.S. � �5 GABLE TRUSS 'L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 FMAX. 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 'L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z Uj RR ACING W/ (3) 10, 9: d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACIN G NO 1" BRACE (1) 2-x4" (U.N.O.) 1" BRACE 2'x6" (U.N.O.) 1" BR ACE 24" 0'0" - 31-011 T-011-6-4- 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" 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.) "---CUNT. BEARING 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 ENDJACK 1 V-101" MAX. cr_ Uj oc CORNERJACK 0 Cr LU z cc 0 HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,, —2x4'T' BLOCKING @ 48" O.C. 'IN 16d NAIL "Ll' BRACE ATTACHED W/ "I 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL r5 SCALT N TS. S5 2X47' BLOCKING x 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" 0. z TYPICAL � W 4� GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCAI E- N T S DIAPHRAGM BLOCKING @ 48"O/C BLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3 16d PER SIDE SCISSOR GABLE "T" 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. A '01 !!,AV CL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 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 ZBOT70M 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 W/ DROP CEILING BRACING DETAIL 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 B01TOM CORD) COSMETIC DROP CEILING FRAMING -0" MEAN ROOF HEIGHT UP TO 30' 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 C14 C.0 -0 CNA > 4-0 0 1- 0 M 0 N CL M X ">-- (r, 5— a- -0 C:) C: C'4 M C) -0 04 C: 4) a) in-.6.1 -C C < :t-- < 0 3: Cz 0 > (D -0 ;P, Q) C > .(D Of E q CU 0 0 :D C: L) Zz 0 Lu C14 cli C=1 C14 C14 C�' 0, .:"" - '.'� 7 "'k Z" .1 10 . S. - 41 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 Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. '4 O'D 0 C) Z5 *k C-4 5 0 R i2 6 's �; � lc,- r.- W 0. 9"� ;i , 103 - U-w qu 0 z t I 0�- � I <. W z . < . 6 r- -0 z 0 0 cm z < do W 111:10 < Ln —P c —/" LU n 1 U 0 Ln (A E 8 0 w z C"> 2[ E .6 Z�zo 90 0 E is 0 0� w� oo D 0 0 z E Of n tmz z M 03 c: '0 z C0 0 'M 25 0 i2w W o CD C) X �0 10. N 001 .2 LO IUD LO M U-) (0 0 C) 0) 04 a Lf) < C\1 E 4� LO 04 C14 0 z C E 0 E M C M C JOB NO: 22-02385 SCALE AS NOTED SHEET NO. S5