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r TITEN TO CMU 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 BLOC NOTE: J LTOP & BOTTOM CHORD TOP OF PANEL ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /.. CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 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 THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON -LOAD BRACING PROVIDED TEXTENDS USED IN PLACE VER AT PERMANENT ST T THE WEB. FIRST (4) ROWS OF TRUSSES NON -LOAD BEARING LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g BEARING LOCATION UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL WALL SECTION F SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SCISSOR TRUSS G 45° 2"x4' OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.91 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES 1Odx3" O/C LOCATIONS) 2'k4 TOENAIL 6"O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS • JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" V0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 ()10d x 2x4 BLOCKING 2x4'T BLOCKING NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12 AT EA. 2^x4^ 1Od x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLOOKER " 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) @ 48" O.C. 16d NAIL BRACE SHEATHING DETAIL @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. A ATTACHED W/ TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL AND NAILING SCHEDULE OUTLOOKER 10d NAILS @ 4" BLOCKING FOR FIRST FOUR 2x4 OUTLOOKER @ 24" FOR SHEATHIN DETAIL "2;4OUTLOOKER " O/C O.C. TYPICAL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t ^ 2X4 CONT L BRACE TOP CORD BLOCKING O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON HIOA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. " ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES FIRST FOUR ROWS DOUBLE 1" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM ' OUTLOOKER EDGES OF OF SHEATHING TYPICAL 2x8 SYP#2 "L" BRACE TO DOUBLE TOP PLATE 2"x4"CROSS BRACE OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ; 2x4 CROSS BRACE APPROX. 8 FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. 2x4 " MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" L BRACE TO EXTEND T" BLOCKING EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ E ; 10d & (2) 10d TOE LEAST WEB 2x4 BLOCKING @ 48" 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT EACH JOINT W/ 2 10d () SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END LE A LENGTH SEE TABLE (SEE ( ) GABLE TRUSS O.C. "L" BRACE ATTACHED 16d NAIL • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ FROM LEDGER TO BLOCKING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING �� 1/2 CDX PLYWOOD OR W/ 1Od NAILS @ 4" O.C. — — J ATTACHED W/ 10d EA. END 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE „ 7/16 OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2)16d NAILS ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD " n SINGLE L BRACING DETAIL(6 THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. (2) 16d NAILS BOTTOM ATTACHED " SCALE: N.T.S. S5 INTO 2"x6" P.T. PLATE "T" 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD W/ (2)16d TOENAILS 2x4 PANEL T" IN TOP FASTEN BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING @ @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J"BOLT @ 48" O.C. EA. END TYP. TOP & WEEP SCREED BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 1Odx3" 4" O/C @ SDS SCREWS TO TRUSS & (4)1/4"x3" 48" O/C GABLE 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER MATCH BOTTOM ( SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS TRUSS VERTICAL 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 CHORD SLOPE OF ADJACENT DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS TRUSS) STUD WALL (SEE TYP. SEC.) (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH FASTENED WITH (3) STRAP IC L SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 16d PER SIDE WEB, USE MSTSEED M36VER " „ SCISSOR GABLE T BRACE 1Od NAILS & (4)1/4')Q 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S j SCALE: N.T.S. S5 SCALE: N.T.S. SrJ 7 TITEN ON OUTSIDE AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"O/C 2 4 BLOCKING / 2 10d 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J iv SEE STRUCTURAL @ 24" O/C TOE NAILS AT EACH END ON SHEET S5 FOR OUTLOOKER WOOD TRUSSES[ A k I @ X-BRACING, AND TOP NOTES AND NAILING TOP CORD N � � " 24" 0/C (TYP) CHORD BLOCKING go SCHEDULE FOR BLOCKING FOR 1 INFORMATION `� SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ x x '/.X 1 1 1 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES �, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 1 1 2" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. END z -' TRUSS SPANS '7ur 1//2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT " " " " „ „ @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED BRACING w/ (3)10d x 3" AT (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 FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. • EACH CONN. @ 24 0/C SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD SIMPSON HGAMIOKTA wl (4) 2x4 BLOCKING @ 24" (D = 0.148-, L = 31 OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207', L = 41/2") OR EQUAL MOISTURE BARRIER W/ 0/C w/ (2)16d END TYP. TOP & JACK TRUSS 1/4"x1 1/2"SDS SCREWS TO (4)1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM SCREWS 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 CONNECTION TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL 1/4"x2 3/4" L Li S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 DBL. TOP PLATE TUDS @ 1 A" O.C. F_ I CONT.BEARING ONT. BEARING STUDS @16"O.C. 10d AIILSATEACH ) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO V4 r - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP FOR WIND SPEED SPECIFICATION A 0" SEE STRUCTURAL NOTES SCALE: N.T.S. CATION 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) N. ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING MINIMUM MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)1sd PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS a SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ss 1' BRACE W/ 1 Od @ 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) SIMPSON HGA10KT w/ (4)1/4N1 1/? SDS SCREWS TO TRUSS & (4)1/4-a SDS SCREWS TO PLATES (TYP.) BLE TRUSS 6 S5 S5 C� 0 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER SIMPSON LSTA18 DBL. TOP PLATE TUDS @ 1 A" O.C. F_ I CONT.BEARING ONT. BEARING STUDS @16"O.C. 10d AIILSATEACH ) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO V4 r - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP FOR WIND SPEED SPECIFICATION A 0" SEE STRUCTURAL NOTES SCALE: N.T.S. CATION 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) N. ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING MINIMUM MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)1sd PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS a SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ss 1' BRACE W/ 1 Od @ 4' O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) SIMPSON HGA10KT w/ (4)1/4N1 1/? SDS SCREWS TO TRUSS & (4)1/4-a SDS SCREWS TO PLATES (TYP.) BLE TRUSS 6 S5 S5 C� 0 END JACK 11'-0" MAX. w 0 a ✓,9�� CORNERJACK Y v tr w z Cr 0 II1111N OWN .� SSE •• •• — �' < p 40 vi1'7� 'ROFESS\ /f�/lPtittlUt To the best of the Engineers kroaAedge, information and belief, the structural plans and specifications contained widAn tlrese drawings comply with the 2017 Florida Building Code - Reskfential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Al F 9 � od g '� d0!LL0 LLLLaa M W ' N � �ii aWa O Y Z W �V.0 0�° ; 0 0 0 0 W moti 2E?'rn coIL A 04 M Qp �C4y.7 N Nab W V ❑❑❑❑ (D z C z z g J r d N z •O o LJ 1 i �N Uj Q, M � W LL g o 8 _ Z o E O c\I E ao •� g a N cU �o �g gz Z <2 o a� O Jy2 app�¢ 0p q)Oi 2I` U 1M o� m (D W ' 0) ■_ > M 1.L C CIDh CD 0 N O± M N r E E CD M T f M 0 E Q y aNi a O U _j Q p JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S5