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A C <br />!e o <br />REFER TO SECTION 1 A ON SHEET <br />SCISSOR TRUSS <br />S3.1 FOR X—BRACING, AND TOP <br />CHORD BLOCKING INFORMATION <br />REFER TO SECTION 1 A ON SHEET <br />S5 FOR X—BRACING, AND TOP <br />CHORD BLOCKING INFORMATION <br />— SCISSOR TRUSS <br />2" x 4" RAT RUN BRACING @ <br />SCISSOR TRUSS <br />24" O.C. ON TOP OF BOTTOM <br />1 /4" TO 1 /2" GAP BETWEEN <br />�. <br />CHORD FOR (4) TRUSS SPANS <br />TOP PLATE &TRUSS <br />i� �� <br />ATTACHED W/ 2-16d @ EACC <br />TRUSS JOINT <br />SIMPSON A44 W/ 8- <br />1Od @ 48" O.C. <br />2" x 4" BLOCKING END NAILED <br />W/ 2-16d @ 24" O.C. (MAX.) <br />WOOD FRAME EXT. WALL <br />14 <br />2" x 4" BLOCKING (TURNED <br />SIMPSON SP2 @ <br />FLAT) NAILED TO TOP PLATE <br />W/ -1Od NAILS <br />EVERY OTHER STUD <br />SIMPSON A44 W/ 8- <br />1Od @ EACH TRUSS <br />1 2" NOMINAL PLYWOOD OR <br />/ <br />O.S.B. NAILED W/ 8d NAILS @ <br />WOOD FRAME EXT. WALL <br />4" O.C. BOUNDARIES, 6" O.C. <br />WOOD FRAME EXT. WALL <br />EDGES, & 12" O.C. FIELD <br />SIMPSON SP2 @ <br />SIMPSON SP2 @ <br />EVERY OTHER STUD <br />2x8 STUDS AT 16 O.C. <br />EVERY OTHER STUD <br />1 /4" TO 1 /2" GAP BETWEEN <br />TOP PLATE & TRUSS <br />2x8 STUDS AT 16" O.C. <br />Q <br />SIMPSON SP1 @ <br />EVERY OTHER STUD <br />1 /2" NOMINAL PLYWOOD OR <br />I <br />K.O. BLOCK W/ (1) <br />O.S.B. NAILED W/ 8d NAILS @ <br />1 /2" NOMINAL PLYWOOD OR O.S.B. <br />#5 CONT. & FILLED <br />0 <br />I <br />4" O.C. BOUNDARIES, 6" O.C. <br />NAILED W/ 8d NAILS @ 4 O.C. <br />2x8 STUDS AT 16" O.C. <br />EDGES, & 12» O.C. FIELD <br />BOUNDARIES, 6" O.C. EDGES, <br />& 12" O.C. FIELD <br />SIMPSON SP1 @ <br />SIMPSON SP1 @ <br />1 /2" DIA. x 8" "J" BOLT @ <br />EVERY OTHER STUD <br />EVERY OTHER STUD <br />48" O.C. W/ 2" DIA. x 3/16" <br />K.O. BLOCK W/ (1) <br />K.O. BLOCK W/ (1) <br />PLATE WASHER (TYPICAL) <br />#5 CONT. & FILLED <br />#5 CONT. & FILLED <br />1 " x 2" P.T. FURRING STRIP <br />MASONRY WALL <br />(DESIGNED AS CANTILEVERED) <br />1 /2" DIA. x 8" "J" BOLT @ <br />1 /2" DIA. x 8" "J" BOLT @ <br />MASONRY WALL (DESIGNED AS CANTILEVERED) <br />48" O.C. W/ 2" DIA. x 3/16" <br />48" O.C. W/ 2" DIA. x 3/16" <br />PLATE WASHER (TYPICAL) <br />PLATE WASHER (TYPICAL) <br />1 " <br />x 2" P.T. FURRING STRIP <br />1 " <br />x 2" P.T. FURRING STRIP <br />NON -SEARING EXT. KNEE -WALL 1 <br />MASONRY WALL (DESIGNED AS CANTILEVERED) <br />SCALE: 3/4' = 1'-0' j'rj <br />NON-5EARING EXT. KNEE —WALL <br />C <br />SCALE: 3/4' = 1'-0' <br />NON-5EAfRING EXT. <br />KNEE -WALL <br />A <br />SCALE: 3/4' = 1'-0' <br />REFER TO SECTION 1A ON SHEET <br />S3.1 FOR X—BRACING, AND TOP <br />SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />, CHORD BLOCKING INFORMATION <br />SIMPSON H10 OR EQUAL 2x4 OUTLOOKER @ 24" O.C. <br />WOOD TRUSSES <br />.rj °M IN <br />@ EA. OUTLOOKER <br />SIMPSON A34 CONNECTOR x <br />2x4 RAT RUN BRACING <br />° <br />W/4-8d x 1 1 \2" INTO BLOCKING i <br />„ <br />AT 24 O.C. ON TOP OF <br />TOP CORD BLOCKING FOR FIRST <br />FOUR ROWS <br />" i <br />& (2) 3/16 x1 3TAPCONS INTO <br />BOTT. CHORD FOR 4 <br />WOOD TRUSSES <br />OF TRUSSES @ EDGES OF SHEATHING <br />TOENAIL W/ 16d NAILS <br />TYPICAL 24' MAX <br />PRECAST (NOTE: MAINTAIN MIN. <br />TRUSS SPANS ATTACHED <br />W/ 2 - 16d AT EA. TRUSS <br />8d @ 6"O/C <br />2 x 4 CROSS BRACE (2) <br />2 x 4 'T ON TOP OF PANEL <br />1 7/8 EDGE DIST. ON PRECAST) <br />JOINT <br />2 x 4 BLOCKING W/(2) <br />1 Od TOE <br />AT RIDGE FASTENED <br />AT EACH JOINT <br />W/ <br />� <br />BLOCKING, FASTEN WITH 1 /2" COX PLYWOOD OR 7/16" OSB <br />NAILS @ EACH END @ <br />24" O/C (TYP) <br />(2) 1Od x 3" <br />1Od x 3" @ 4" O/C SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" 0/C <br />BRACING W/(3) 1Od <br />x 3" <br />° ° ° <br />EDGES AND 12" O.C. <br />FIELD <br />W/ 2 — 16d TOENAILS @ EA. END <br />® EACH CONN. ®24' 0/C <br />° <br />1 \2" HIGH STRENGTH OR 5/8" GYP. <br />MASONRY WALL <br />-�45°MIN <br />GABLE TRUSS <br />WB W/ 1 3/8" DRYWALL NAILS OR <br />CEILING <br />DRYWALL SCREWS 7" O/C CEILING <br />ARCHITECTURAL FINISH <br />RIDGEpp <br />"L" BRACE TO EXTEND <br />AT LEAST <br />& 8" O/C WALLS <br />2 x 6 P.T. 90% OF WEB LENGTH <br />(SEE TABLE BELOW) <br />2x4®24"O.C. <br />INTERIOR HIP VAULT; <br />•� <br />SILL <br />2 x <br />4 PANEL BLOCKING @ 48 O.C. 6:12 SLOPE CENTER <br />EXT. WALL CONN. tv <br />2 x 4 <br />FRAME <br />NON—STRUCTURAL <br />KNEEWALL <br />ATTACHED W/ (2) 16d TOENAILS AND 3:12 SLOPE SLIDES. <br />NON -LOAD SAi�INC� LOCATION D <br />2 x 4 <br />P.T. <br />INTO <br />BOTTOM CHORD. <br />10d x 3 @ 3 O/C <br />" <br />CHORD INTO 2 x 6 <br />THROUGH <br />P T PLATE <br />REFER t0 DETAIL A/SI FOR MORE INFO. <br />SCALE: 3/4' = r-0' <br />SIMPSON A34 MOISTURE BARRIER <br />W/4-8d x 1 1/2" INTO <br />BLOCKING & (2) BOND BEAM <br />3/16" DIA. x 1 3/4" TAPCONS <br />INTO BOND BEAM.(1 7/8" MASONRY WALL <br />EDGE DIST MIN.) 4.2R INSULATION <br />LATERAL CAPACITY <br />(157 PLF) —=45--65— <br />r4LT. <br />EXT. WALL CONN. a <br />NON - LOAD 5EAfRING LOCATION � <br />"L " <br />5RAC ING <br />REQUIREMENTS <br />STUD <br />SPACING <br />"L" <br />NO <br />BRACE <br />(1) 2"x4" <br />"L" BRACE <br />(2) 2"x4" <br />"L" BRACE <br />(2) 2"x6" <br />"L" BRACE <br />16" <br />010" <br />- 4'-5" <br />4'-5" <br />- 8'-0" <br />8'-0" - 12'-0" <br />12'-0" - 16'-0" <br />24" <br />0'-0" <br />- 4'-0" <br />4'-0" <br />- 7'-0" <br />7'-0" - 10'-0" <br />10'-0" - 14'-0" <br />CISSOR <br />GABLE — <br />(2) 2"x8" <br />(1) 211x8" <br />FULL <br />#2 <br />HEIGHT <br />S.P.F. @ EACH VERTICAL AND <br />.@ DIAPHRAGM BLOCKING <br />5/8" OR 1 /2" CEILING DENSE <br />GYPSUM WALL BOARD FASTENED <br />PLACE SHEATHING <br />FLUSH W/MASONRY. <br />WITH <br />8d COOLER: NAILS OR 1 1 /4" <br />' • . <br />❑ SAMUEL A. CiREENBEi�, P.E. 034245 <br />LONG <br />DRYWALL SCREWS COMPLYING <br />.: <br />WITH <br />ASTM C1002 FOR FIRST 8'-0" <br />MOISTURE BARRIER. <br />❑ T�-{Ul' H. NUYNH, P.E. 00122 <br />FROM <br />END WALL @ 4" O/C TYPICAL <br />USP LTPA @ 48" O/C (TYP.) <br />❑ IWIN J. BENSON, P.E. 049158 <br />1 /2" DIA. BOLT @ 24" O.C. <br />❑ ALI AB$AS HAKIM, P.E.56i8�o <br />MINIMUM 6" FROM PLATE SPLICES <br />W/ 3/16" x 2" DIA. PLATE WASHER <br />I <br />REFER TO DETAIL A/SI FOR MORE INFO. IyTS. NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, AoCREATED 01-02-02 ENGINEE RINGS, P.A. <br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. PA.15OX 3400 - APOLLO BEACH - FLORIDA - 33512 <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH <br />12 0 MPH PI•" - (85) 645 0*6 FAX - (813) 645 SbW <br />C ,1� 3L N1� DATA f l AT i-f f P VAULT ED 4blo ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE <br />10d x 3" NAILS @ 4" O/C. 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 <br />SCALD: N.T.S. GJ' � t0 THE BEST of THE ENGINEER'S KNOWLEDGE AND BELIEF, THE SEAL L�NNAR HOMES <br />PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). WALE1� -s, M 5.v. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE TA1" IPA DIVISION <br />DATE It 16 SIGNED AND SEALED. DATE Lam N: /BLOCKS/STD 2001 <br />DRAWING A�SEALED FOR THE STRUCTURAL PORTION of THIS Y. FRAMIIs* CONNECTIONS * EXT. WALLS <br />DE JOB NO. PM - 5021 <br />