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CL CL. REFER TO SECTION 11A ON SHEET SCISSOR TRUSS S3.1 FOR X—BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1A ON SHEET S5 FOR X—BRACING, AND TOP SCISSOR TRUSS 2 CHORD BLOCKING INFORMATION 2" x 4" RAT RUN BRACING (0000� 24" O.C. ON TOP OF BOTTOM --'fRtJSS CHORD FOR (4) TRUSS SPANS 1/4" TO 1/2" GAP BETWEEN ATTACHED W/ 2-16d @ EACC TOP PLATE & TRUSS TRUSS JOINT 0 SIMPSON A44 W/ 8— 2" x 4" BLOCKING END NAILED 1 Od @ 48" O.C. W/ 2-16d © 24" O.C. (MAX.) WOOD FRAME EXT. WALL 2" x 4" BLOCKINOGTURNED FLAT) NAILED TO TP PLATE SIMPSON SP2 @W1 5-1 Od NAILS EVERY OTHER STUD Tc SIMPSON A44 W/ 8— 1/2" NOMINAL PLYWOOD OR 10d (5) EACH TRUSS O.S.B. NAILED W/ 8d NAILS 0 \—WOOD FRAME EXT, WALL -----WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP2 @ SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. EVERY OTHER STUD 1/4" TO 1/2" GAP BETWEEN EVERY OTHER STUD TOP PLATE & TRUSS SIMPSON SP1 @ 2x8 STUDS AT 16" O.C. EVERY OTHER STUD NOMINAL PLYWOOD OR -1 rr N C) 4 O.S.B. NAILED Wl 8d NAILS @ K.O. BLOCK W/ (1) 1/2" NOMINAL PLYWOOD OR Cl> 4" O.C. BOUNDARIES, 6" O.C, NAILED W/ 8d NAILS @5 CONT. & FILLED 4" O.C.00Lo EDGES, & 12" O.C. FIELD EDGES, BOUNDARIES, 6" O.C. 2x8 STUDS AT 16" O.C. & 12" O.C. FIELD SIMPSON SP1 @ 14 EVERY OTHER STUD SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" K.O. BLOCK W/ (1) PLATE WASHER (TYPICAL) #5 CONT. & FILLED K.O. BLOCK W/ (1) #5 CONT. & FILLED 1 x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) 1/27' DIA. x 8" "J" BOLT (9 1/2" DIA. x 8" "J" BOLT @ MASONRY WALL (DESIGNED AS CANTILEVERED) 48" O.C. W1 2" DIA. x 3/16" 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) PLATE WASHER (TYPICAL) 1 x 2" P.T. FURRING STRIP 1 x 2" P.T. FURRING STRIP NON-5EAiRINCz EXT. <NEE-LUALL/'j5 MASONRY WALL (DESIGNED AS CANTILEVERED) 3/4' z I'-o' 5j NON-5EARING EXT. <NEE -WALL SCALE. 3/4' = 1'-0' .NON-51HARING EXT. <NEE -WALL SCALE: 3/4" m 1'-0' REFER TO SECTION 1A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS CHORD BLOCKING INFORMATION SIMPSON HIO OR EQUAL 2x4 OUTLOOKER @ 24" O.C. @ EA. OUTLOOKER WOOD TRUSSES 4L SIMPSON A34 CONNECTOR 2x4 PAT RUN BRACING AT 24 " o W/4-8d x 1 1\2" INTO BLOCKING O.C. ON TOP OFBOTT. CHORD FOR 4 TOP CORD BLOCKING FOR FIRST FOUR ROWS --/ 24' MAX & (2) 3/16"xl 3/4" TAPCONS INTO TRUSS SPANS ATTACHED WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL PRECAST (NOTE: MAINTAIN MIN. W/ — 16d AT EA. TRUSS 8d @ 6"0/C 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 "T" ON FOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) T_ JOINT2 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, FASTEN WITH I 1/2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) AT EACH JOINT W/ I Od x 3" @ 4" O/C SHEATHING ATTACHED W/ I Od NAILS 0 6" O.C. 2x4 BLOCKING © 24" O/C " (2) 10d x 3EDGES AND 12" O.C. FIELD W/ 2 — 16d TOENAILS @ EA. END BRACING @ EACH CONN. 1 Od * 24' 3" O/C 1\2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL GABLE TRUSS W/(3) WB W/ 1 3/8" DRYWALL NAILS OR x CEILING "'--ARCHITECTURAL FINISH n RIDGE 1" BRACE TO EXTEND AT LEAST 8" O/C WALLS x 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2 x 4 @ 24" O.C. 2 x 4 PANEL BLOCKING 48" O.C. k6:12 SLOPE CENTER I —2 x 4 NON—STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES, I EXT, WALL CONK. w N FRAME KNEEWALL x NON - LOAD 5EARING LOCATION --TO BOTTOM CHORD. 1 Od x 3" @ 3" O/C THROUGH 2 x 4 P.T.P.T, REEFER TO t)ETAIL A/51 FOR MORE INFO_ 'A CHORD INTO 2" x 6" P.T. PLATE SCALE: 3/4' = I'-_0 SIMPSON A34 W/4-8d x 1 1/2" INTO MOISTURE BARRIER BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS-_ BOND BEAM INTO BOND BEAM.(l 7/8" -"---MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) -=45--65- Q EXT, WALL CONN. e ALT. NON - LOAD 5EARING LOCATION V 15RACING REQUIREMENTS STUD SPACING L" NO BRACE (1) 1" 2"x4" BRACE (2) 2%4" V BRACE (2) 2"x6" 1" BRACE 16" Co" 4t-5" 41-5" — 81-0- 8t-0" — 12)-0" 12'-0" — 16'-0" 24" C-0" 4`-0117t 4t-0" 0'-0" 1 10'-0" — 14'-0" SCISSOR GABLE - (2) 2 7) x8" (1) 2"x8 )) #2 FULL HEIGHT S.P.F. @ EACH VERTICAL AND @ DIAPHRAGM BLOCKING 5/8" OR 1/2" CEILING DENSEPLACE SHEATHING GYPSUM WALL BOARD FASTENED FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING 6AMUEL A- r F SREEN13EFG, r->r=. *34245 WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. THUY H. HUYNH, f=E. %0122 FROM END WALL @ 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) IPW(N J. 15ENSON, P.E. #4cj-15i5 1/2" DIA. BOLT @ 24" O.C. 0 ALI A55A5 HAKIM, FZ56156 MINIMUM 6" FROM PLATE SPLICES W1 3/16" x 2" DIA, PLATE WASHER REFER TO Z)ET,41L A/81 FOR MORE INFO, NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao CREATED 01-02-02 ENGINEERIN(3, FA, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. `P�o. 150)< 3400O SEA r.,W - FLORMA - 335-112 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH F44ONE - (813) 645 0166 FAX - (813) 646 S6W 120 MPH m4sup @THESE DRAWNGS. AND DESIGNS ARE THE JOiNT PROPERTY OF DANSW ENCANEERING. P.A. AND z�l GAeLE END LDETAIL AT VAULT CUENT ON THIS PROJECT, ANY REPRODUCTION OR UNALITHOR121D USE IS PNOMBITED, - 2003 10dx,3" NAILS @ 4" O/C. 3 SEC. GUST SCALE: NT,5. TO THE BEST OF THE EWSHEER'S icNOWLEDGE AND BELIEF, THE STftCTURAL PLANS AND SPECIFICATIONS C01',rLY WITH The FLORIDA BUILDING CODE, SECTION lroo6 FOR120 MPH -3 r5ECOND SEAL LENNAR HOMES GUST, EXPOSURE '5' WIND ZONE (2WI EDITION). SCALE DRALN Eav_ TW15 DRAUJM AND DESIGN IS VALID FOR 12 MONT146 AFTER THE TAMPA 01viSION DATE IT 15 SIGNED AND SEALED. DATE ,T: N. /BLOCKS/ST;,l 2001 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. FRAMING CONNECTIONS EXT_ WALLS DE J05 NO - 5021