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SCISSOR TRUSS REFER TO SECTION 1 A ON SHEET 53.1 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 / v 2" x 4" RAT RUN BRACING @ `ICI J1K (-BUSS o 24" O.C. ON TOP OF BOTTOM / 1 /4" TO 1 /2" GAP BETWEEN �. \ CHORD FOR (4) TRUSS SPANS II TOP PLATE & TRUSS \ \ ATTACHED W/ 2-16d @ EACC TRUSS JOINT o SIMPSON / Ej PSON A44 W/ 8— 10d @ 48" O.C. 2" x 4" BLOCKING END NAILED W/ 2-16d @ 24 O.C. (MAX-) WOOD FRAME EXT. WALL y " 2" x 4" BLOCKING (TURNEDa SIMPSON SP2 @ FLAT) NAILED TO TOP PLATE EVERY OTHER STUD W/ 5-10d NAILS , SIMPSON A44 W/ 8— 1 /2" NOMINAL PLYWOOD OR 1Gd @ EACH TRUSS O.S.B. NAILED W/ 8d NAILS @ WOOD FRAME EXT. WALL 4" O.C. BOUNDARIES, 6" 0"C, WOOD FRAME EXT. WALL EDGES, & 12" O.C. FIELD SIMPSON SP2 @ 2x8 STUDS AT 16" O.C. SIMPSON SP2 @ 1 /4" TO 1 " EVERY OTHER STUD EVERY OTHER STUD ,r L GAP BETWEEN 2x8 STUDS AT 16" O.C. TOP PLATE & TRUSS SIMPSON SP1 @ ZE EVERY OTHER STUD S.B. NNAILED W/OMINAL Y8d PLYWOOD @ K.O_ BLOCK W/ (1) ) I 1 /2 NOMINAL PLYWOOD OR O.S.B. � #5 CONT. & FILLED 4 O.C. BOUNDARIES, 6 O.C. u, NAILED W/ 8d NAILS @ 4" O.C_ 2x8 STUDS AT 16" O.C. EDGES, & 12" O.C, FIELD BOUNDARIES, 6" O.C. EDGES, & 12" O.C. FIELD SIMPSON SP1 @ t SIMPSON SP1 @ 1/2" DIA. x 8" "J" BOLT @ EVERY OTHER STUD EVERY OTHER STUD 48" O.C. W 2" DIA. x 3 16" I K.O. BLOCK W1 (1) PLATE WASHER (TYPICAL) K_0. BLOCK W/ (1 ) #5 CONT. & FILLED #5 CONT. & FILLED 1 " x 2" P.T. FURRING STRIP I 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" I PLATE WASHER (TYPICAL) 48" O.C. W/ 2" DIA. x 3/16" PLATE WASHER (TYPICAL) { ii 1 " x 2" P_T, FURRING STRIP 1 1 " x 2" P.T. FURRING STRIP NON-5EARING EXT. <NEE -WALL 1 MASONRY WALL. (DESIGNED AS CANTILEVERED) SCALE: 3/4' = t'_0= NON-5EAfRING EXT, <NEE -WALL C SCALE: 3/4' = V-08 i z NON-5,4RING EXT_ 'KNEE -WALL 1,4 SCALE: 3/4" = i'-0' S� REFER TO SECTION 1A ON SHEET S3.1 FOR X--BRACING, AND TOP f SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS / CHORD BLOCKING INFORMATION EI SIMPSON H10 OR EQUAL 2x4 0UTLOOKER @ 24 O.C. \ @ EA. OUTLOOKER WOOD TRUSSES SIMPSON A34 CONNECTOR i�\> \\ 2x4 RAT RUN BRACING ° W/4-8d x 1 1 \2" INTO BLOCKING AT 24 O.C. ON TOP OF f TOP CORD BLOCKING FOR FIRST FOUR ROWS \ TRUSS SPANS ATTACHED BOTT. CHORD FOR 4 WOOD TRUSSES OF TRUSSES @ EDGES OF SHEATHING TYPICAL �� MAx (2} 3/16x1 3/4 TAPCONS INTO PRECAST NOTE: MAINTAIN MIN. � 8d © 6"0/G 2 x 4 CROSS BRACE TOENAIL W/ (2) 16d NAILS 2 x 4 "1 ON TOP OF PANEL 1 7/8" EDGE DIST. ON PRECAST) W/ NT - 16d AT EA. TRUSS AT RIDGE FASTENED BLOCKING, FASTEN WITH 1 2" COX PLYWOOD OR 7 16" OSB JOIN 2 x 4 BLOCKING W/(2} 1Qci TOE AT EACH JOINT W/ 10d x 3" @ 4" O/C � / / NAILS @ EACH END @ 24" O/C (TYP) / SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. 2x4 BLOCKING C� 24" O/C (2) 10d x 3" i BRACING W/(3) 10d x 3" o ° ° o EDGES AND 12" O.C. FIELD W/ 2 - 16d TOENAILS @ EA, END @ EACH CONN. ®24' o/c j CABLE TRUSS 1 \2" HIGH STRENGTH OR 5/8" GYP. MASONRY WALL � °MIN WB W/ 1 3/8 DRYWALL NAI LS OR I DRYWALL SCREWS 7" 0/C CEILING ARCHITECTURAL FINISH j RIDGE G "L" BRACE TO EXTEND AT LEAST & 8" 0/C WALLS 2 x 6 P.T. 90% OF WEB LENGTH (SEE TABLE BELOW) INTERIOR HIP VAULT; SILL 2 x 4 24" O.C. 4N 4 F.-I 17Z 2 x 4 PANEL BLOCKING @ 48" O.C. 6:12 SLOPE CENTER 0 EXT_ WALL CONN. a 2 x 4 NON-STRUCTURAL ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. FRAME KNEEWALL INTO BOTTOM CHORD. 10d x 3" @ 3" 0/C THROUGH NON - LOAD 5E,4RING LOCATION • 2 x 4 P.T. CHORD INTO 2 x 6 ' P.T PLATE tER TO DEraiL A/51 t=O O. MORE INF, SIMPSON A34 MOISTURE BARRIER 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- EXT. WALL CONN, a ,�I-T_ NON - LOAD � EARING LOCATION .� � BRAGINCH S REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" 1" BRACE 16 O'0" — 4'-5" 4'-5" — 8'--0" 8'-0" — 12'--0" 12'-0" •�- 16'-0" 24" 0'-0" — 4'_0" 4'-0" — 7'-0" 7'-0" — 10'—O" 10'--0" — 14'-0" SCISSOR GABLE — (2) 2"x8" (1) 2"x8" FULL #2 HEIGHT S.P.F. @ 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. � LONG DRYWALL SCREWS COMPLYING .: ❑ SAMUEL A" GREENBERG, PE. #3424r, , WITH ASTM C1002 FOR FIRST 8'-0" MOISTURE BARRIER. ❑ T�Ui �` ��' ��. a�122 FROM END WALL @ 4" 0/C TYPICAL U5P LTPA @ 48" 0/C (TYP.) I ❑ UJIN Je BANS®N;, $�'9a 3 1 /2" DIA. BOLT @ 24" O.C. ❑ ALI A55A5 MINIMUM 6" FROM PLATE SPLICES N,4KIM, F.E. 616( W/ 3/16" x 2" DIA, PLATE WASHER REFER TO DE'1AIL A/81 FOR MORE INFO. NOTE: N"5" 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, Ao SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. CREATED 01-02-02 ENGINEERING, PA. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH G,45LE END DETAIL AT HIf S! AUj....T � 120 MPH� @THESE DRAWS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ' E 10dx3" NAILS @ 4" O/C. ST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PRONIBHED, - 2Gt73 3 SEC. GU J SC, L • 1�1:.5_ TO THE f3r=sr OF TW INEER'S `IcNOWLEDGE AND 5EL1 F, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE I; FLORIDA BUILDING CODE, SECTION 1606 FOR120 MPH 3 SECOND SEAL LENNARHOMES GUST, ExPO5URE `B' WIND ZONE (2001 EDITION), SC ALE NOTW DRAUN THIS DRAWINCx AND DE51GN 15 VALID FOR 12 MONTHS AFTER THE TAMPA DIVISION DATE IT 15 SIGNED AND SEALED. VATTr= 1/2/o2 N: /BLOCKS/STD 2001 "aIGNEO AND SEALED FOR THE STRUCTURAL PORTION OF TWI5 DRAWING ONLY.FRAMING IN COielN CT 1 ON T, DALES DE J05 NO. I=M - 502-f