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REFER TO SECTION 1A ON SHEET SCISSOR TRUSS 1_�_-S3.1 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION REFER TO SECTION 1 A ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION SCISSOR TRUSS 2" x 4" RAT RUN BRACING @ 24" O.C. ON TOP OF BOTTOM LIvI (-BUSS /4" TO 1/2" GAP BETWEEN CHORD FOR (4) TRUSS SPANS o / / TOP PLATE & TRUSS i ATTACHED W/ 2-16d @ EACC J TRUSS JOINT SIMPSON A44 W/ 8— 1Od @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d ® 24" O.C. (MAX.) —WOOD FRAME EXT. WALL i 2" x 4" BLOCKING (TURNED { SIMPSON SP2 @ T) NAILED NAILS ED TO TOP PLATE EVERY OTHER STUD f 5 ----SIMPSON SIMPSON A44 W/ 8— � Cd @ EACH TRUSS 1/2" NOMINAL PLYWOOD OR l O.S.B. NAILED W/ 8d NAILS @ WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" O.C. WOOD FRAME EXT. WALL EDGES, &12 O.C. FIELD SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. SIMPSON SP2 @ 1 /4" TO 1/2" GAP BETWEEN EVERY OTHER STUD EVERY OTHER STUD TOP PLATE 8c TRUSS SIMPSON SP1 Ca? 2x8 STUDS AT 16" O.C. X EVERY OTHER STUD 1 /2" NOMINAL PLYWOOD OR O.S.B. NAILED W/ 8d NAILS @ ;s, 1 1/2" NOMINAL PLYWOOD OR O.S.B. K.O. BLOCK W/ (1) #5 CONT. & FILLED 2x8 STUDS AT 16" &BOUNDARIES, 12'D O.C.S FIELDO.C. NAILED W/ 8d NAILS @ 4" O.C. O.C. EDGES, BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 @ SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W/ 2" DIA. x 3/16" '�� ` PLATE WASHER {TYPICAL} K.O. BLOCK W/ (1) K.O. BLOCK Wf (1) #5 CONT. & FILLED #5 CONT. & FILLED I 1 " x 2" P.T. FURRING STRIP MASONRY WALL (DESIGNED AS CANTILEVERED) 1/2' DIA. x 8" "J" BOLT @ 1/2" DIA. x 8" "J" BOLT @MASONRY WALL (DESIGNED AS CANTILEVERED) 48" O.C. W/ 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 I� MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE-- 3I4° = I' -ID° 5�J" NON-5EAfR'INCz EXT, <NEE —WALL. SCALE: 3/4' = 1'-01 NON-5E,4RZING EXT. <NEE -WALL • REFER TO SECTION 1A ON SHE ET ET S3.1 FOR X--BRACING, AND TOP I SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS CHORD BLOCKING INFORMATION 2x4 OUTLOOKER @ 24" Q.C. SIMPSON H1fl OR EQUAL � � i WOOD TRUSSES 4�'MIN @ EA. OUTLOOKER SIMPSON A34 CONNECTOR 2x4 RAT RUN BRACING ItsW/4-8d x 1 1\2" INTO BLOCKING �� AT 24" O.C. ON TOP OFR TOP CORD BLOCKING FOR FIRST FOUR ROWS & (2) 3f 16"x1 3/4" TAPCONS INTO BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 24"MAX TRUSS SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. W 2 — 16d AT EA. TRUSS TOENAIL W/ (2) 16d NAILS I 1 7f8" EDGE DIST. ON PRECAST) JOINT 2 x 4 CROSS BRACE 2 x 4 "T ON TOP OF PANEL f 8d ®�"o/c JO N 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, FASTEN WITH 1/2" COX PLYWOOD OR 7/16" OSB AT EACH JOINT W/ 10d x 3" @ 4" O/C NAILS @ EACH END @ 24" 0/C (TYP) SHEATHING ATTACHED Wf 10d NAILS @ 6" O.C. 2x4 BLOCKING Q 24" O/C (2) 10d x 3" EDGES AND 12" O.C. FIELD W/ 2 - 16d TOENAILS @ EA. END BRACING W/(3) 10d x 3" ° ° ° a >: D9 @ EACH CONN. @ 24' o/c o j GABLE TRUSS 1 \2 HIGH STRENGTH OR 5/8 GYP.--IMASONRY WALL 4 MIN I WB W/ 1 3/8 DRYWALL NAILS OR } DRYWALL SCREWS 7" O/C, CEILING CEILING � "L" BRACE TO EXTEND AT LEAST & 8" 0/C WALLS ARCHITECTURAL FINISH RIDGE 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) 2 x 4 @ 24" O.C. INTERIOR HIP VAULT; SILL 2 x 4 PANEL BLOCKING ® 48" O.C. 6:12 SLOPE CENTER 1 EXT. WALL CONN. 6 2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. � FRAME KNEEWALL N® - LOAD 5EARING LOCATION 2 x 4 P.T. I INTO BOTTOM CHORD. 10d x 3" @ 3" O/C THROUGH CHORD INTO 2" x 6" P T PLATE REFIEER TO DETAIL A/51 FOR MORE INFO. ,It SIMPSON A34 MOISTURE BARRIER W/4-8d x 1 1/2" INTO BLOCKING & (2) 3/16" DIA. x 1 3/4" TAPCONS BOND BEAM INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) 45'-65— EXT. WALLCONN. ALT' NON - LOA[) BEARING LOCATION � 15RACINCH REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"0" "L" BRACE (2) 2"x6" "La BRACE 16" 010" - 4'-5"1 4'-5" - T-0" 81-0" - 12'--0" 12'-0" - 16'-0" 24" 0'--O" - 4'-0" 4'-0" - 7'-0" 7'-O" - 16-O" 1 10'-0" - 14'-O" SCISSOR GABLE - (2) 22)x8" (1) 2"x8" FULL #2 HEIGHT S.P.E. @ EACH VERTICAL AND @ DIAPHRAGM BLOCKING 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1 /4" PLACE SHEATHING = FLUSH W/ MASONRY. SCALE: 3/4 = I -0 LONG DRYWALL SCREWS COMPLYING w ' CJ,I°IUEL ,�� WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ THUS' H. I- UYNH, %0122 FROM END WALL (9 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) RE_ IPWIN J_ 5ENSON; F.E. *49-1ra8 1/2" DIA. BOLT @ 24" O.C. MINIMUM 6" FROM PLATE SPLICES I. ! ALI A55A5 HAKI i, F.E. 056169, W/ 3/16" x 2" DIA. PLATE WASHER �I NOTE: Ri=l=1=i2 TO DETAIL A151 FOR MORE INFO. N T.S. �� : OF WEB LENGTH EXCEPT Ao CREATES 01-�2-2 1) L BRACE MUST EXTEND AT LEAST 90% , SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. ENGINEERING, A - i 2 ICII-i 2) "L'? BRACE TO BE FASTENED TO GABLE STUD WITH VAULT 4�i� THESE DRAWNGS AND DESIARE THE JOINT PROPERTY OF DANSCO ENGI- (813) 645 0166 P. - (613) b � DETAIL T I NEERING, P.A. AND HE f? 1 0dx3 ' NAILS ® 4" O/C. EC �� 1fV GNS WENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 3 S.5C,4L. . N.T.S. To THE BEST OF THE EW-SNEERS KNOWLEDGE AND 5ELIEF, THE STRUCTURAL 1 LANB AND SPECIFICATIONS COMPLY WITH THr: SEAL LENNAR HOMES FLORIDA BUILDING CODE, SECTION 1606 " 120 MfzW 3 SECOND I GUST, EXPOSURE '8' WIND ZONE (2001 EDITION). Sir .. N� ' THIS DRAWING AND DESIGN IS VALID FOR 12 MONTWS AFTER THE •i�1P,a 6lfllgl ON DATE IT 15 SIGNED AND SEALED. DATE iam N: /BLOCKS/ST) 2001 SIGNED AND SEALED FOR T+4I~ STRUCTURAL PORTION OF T14I8 t DRAWING ONLY. FRAMING CONNEC:TIONS a EXT. WALLS r-)E J05 NO. f'1'°'I - 5021 es