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REFER TO SECTION IA ON SHEET SCISSOR TRUSS 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 x4" RAT RUN BRACING SCISSOR TRUSS i ice/ \\ �\ ��' 24"0 O.C.C. ON TOP OF BOTTOM i 1 /4" TO 1 /2" GAP BETWEEN 1. CHORD FOR (4) TRUSS SPANS TOP PLATE & TRUSS ATTACHED W/ 2-16d @ EACC g i i TRUSS JOINT SIMPSON A44 W/ 8- 1Od @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24" D.C. (MAX.) WOOD FRAME EXT. WALL 2" x 4" BLOCKING (TURNED SIMPSON SP2 @ FLAT NAILED TO TOP PLATE W/ —10d PAILS SIMPSON A44 W/ 8— 1 /2" NOMINAL PLYWOOD OR 1 pd @ EACH TRUSS 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 @ SIMPSON SP2 @ EVERY OTHER STUD 2x8 STUDS AT 16" O.C. EVERY OTHER STUD 1 /4" TO 1 /2" GAP BETWEEN TOP PLATE & TRUSS 2x8 STUDS AT 16" O.C. a SIMPSON SP1 @ EVERY OTHER STUD 1 /2" NOMINAL PLYWOOD OR o O.S.B. NAILED W/ 8d NAILS @ K.O. BLOCK W 1 1 /2 NOMINAL PLYWOOD OR O.S.B. / ( ) 0 4" O.C. BOUNDARIES, 6" O.C. NAILED W/ 8d NAILS @ 4" O.C. #5 CONT. & FILLED �, EDGES, & 12" O.C. FIELD BOUNDARIES, 6" O.C. EDGES, 2x8 STUDS AT 16 O.C. & 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 6 3 1" / — K.Q. BLOCK W/ (1) K.O. BLOCK W/ (1) PLATE WASHER (TYPICAL) #5 CONT. & FILLED #5 CONT. & FILLED 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 NON-5EARING EXT. KNEE -WALLr"5'� MASONRY WALL (DESIGNED AS CANTILEVERED) SCALE: 3/4' = v-0" S�J NON-5EAfRING EXT. 'KNEE -WALL C SCALE-, 3/4®= 1'-0. NON-5EAfRING EXT. <NEE -WALL rA SCALE.- 3/4" = 1'-0" S� REFER TO SECTION 1A ON SHEET S3.1 FOR X—BRACING, AND TOP SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS \ / CHORD BLOCKING INFORMATION SIMPSON H 10 OR EQUAL-:, 2x4 OUTLOOKER ® 24" O.C. °MAN @ EA. OUTLOOKER \ WOOD TRUSSES i 2x4 RAT RUN BRACING ° SIMPSON A34 CONNECTOR x � „ ° W/4-8d x 1 1 \2" INTO BLOCKING �� AT 24 O.C. ON TOP OF TOP CORD BLOCKING FOR FIRST FOUR ROWS & (2) 3/16"x1 3/4" TAPCONS INTO BCHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL 24' MAX TRUUSS S SPANS ATTACHED PRECAST (NOTE: MAINTAIN MIN. W/ 2 - 16d AT EA. TRUSS 8d @ 6"o/c 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 BLOCKING W/(2) 10d TOE AT RIDGE FASTENED BLOCKING, ON TOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) JOINT I FASTEN WITH 1 /2" COX PLYWOOD OR 7/16" OSB NAILS @ EACH END @ 24" O/C (TYP) AT EACH JOINT W/ 1Od x 3" @ 4" O/C ( SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24' O/C (2) 1Od x 3" @REACH CON(N) 1 24 3" ° ° ° EDGES AND 12" O.C. FIELD 1 �2" HIGH STRENGTH OR 5/8" GYP. W/ 2 — 16d TOENAILS @ EA. END GABLE TRUSS MASONRY WALL 4 MIN WB W/ 1 3/8" DRYWALL NAILS OR CEILING ( DRYWALL SCREWS 7" O/C CEILING ARCHITECTURAL FINISH RIDGE "L" BRACE TO EXTEND AT LEAST & 8" O/C WALLS 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 EXT. WALL CONN. a2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. FRAME KNEEWALL NON - L0,4D 5EAfR'ING LOCATION � � INTO BOTTOM CHORD. 2 x 4 P.T. 1 Od x 3" @ 3" O/C THROUGH REFER TO DETAIL A/Si FOR MORE INFO. SIMPSON A34 MOISTURE BARRIER CHORD INTO 2' x 6 P.T. PLATE SCALE. 3/4' = 1'-0" W/4-8d x 1 1 /2" INTO BLOCKING & (2) BOND BEAM 3/16" DIA. x 1 3/4" TAPCONS INTO BOND BEAM.(1 7/8" MASONRY WALL EDGE DIST MIN.) 4.2R INSULATION LATERAL CAPACITY (157 PLF) 45--65- ALT. EXT. WALL CONN. � NON - LOAD 5E,4RING LOCATION 5I-.ALING iRECCUI MMENTS STUD SPACING NO "L" BRACE (1) 2"x4" "L" BRACE (2) "L" 2"x4" BRACE (2) 2"x6" "L" BRACE 16" 010" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-O" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (2) 2"x8" (1) 2"x8" FULL #2 HEIGHT S.P.F. @ EACH @ DIAPHRAGM VERTICAL AND BLOCKING 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED PLACE SHEATHING FLUSH W/ MASONRY. WITH 8d COOLER NAILS OR 1 1 /4" •'. ❑ SAMUEL A. GREEN5Ei�, P.E_ 03.4245 LONG DRYWALL SCREWS COMPLYING .. WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ TNUI' N. ;-IU1'NN, P.E. (om122 FROM END WALL @ 4" O/C TYPICAL USP LTPA @ 48" O/C (TYP.) ❑ fRWIN J. 5ENS0N, P.E. '04SI58 1 /2" DIA. BOLT @ 24" O.C. ❑ ALI A55AS 1-IAiGIM, F.E. *5618� MINIMUM 6" FROM PLATE SPLICES W/ 3/16" x 2" DIA. PLATE WASHER REFER TO DETAIL A/51 FOR MORE INFO. N.T.S. NOTE: NININ� P� S� 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao CREATED 01-02-02 ENGINEERING, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. PA. BOX 3400 - APOLLO DEA W - FL01?10A - 33512 }� ^}- h I I VAULT I I 12 0 MPH PHONE - (813) 645 0166 FAX - (813) 645 %W 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH G,(j 5LE END DE I AIL AT ' 41f= Y AULT F ES 4510 ©THESEWENT ONATHSS AND DESIGN REPRODUCTION HE JOINT N ORPROPERTY HORIZANUSE SN ENGINEERING, P.A. AND THE 10dx3" NAILS @ 4" O/C. 3 SEC. GUST 5C:ALE: N.T.S. cJiJ. TO THE 5EST OF THE ENGINEER'S KNOWLEDGE AND 5ELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE SEAL LENNAR HOMES FLORIDA 15UILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '5' WIND ZONE (2001 EDITION). SCALE NOTED i'�izAU�l 5_V. THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE �� TAMPA DIVISION N: BLOCKS STD v. DATE IT IS SIGNED AND SEALED.2001 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS � I DRAWING ONLY. FRAMING MINCE CONNECTIONS o EXT. WALLS DE J05 NO, PM - 502-7 -