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SCISSOR TRUSS <br />REFER TO SECTION 1 ON <br />SWEET 55J FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />SCISSOR TRUSS <br />REFER TO SECTION I <br />ON SWEET %.1 FOR <br />X-BRACING, AND TOP <br />2x4 RAT RUN BRACING * <br />CHORD BLOCKING <br />24'O.C. ON TOP OF <br />INFORMATION <br />BOTTOM CHORD FOR (4) <br />TRUSS SPANS ATTACHED <br />z <br />W/ 2-16d * EACH TRUSS <br />JOINT <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />2x4 BLOCKING END NAILED <br />W/ 2-16d * 24'O.C. (MAX) <br />USP HGA10 <br />* 48' O.C. <br />USP HGA10 <br />¢ <br />2x4 BLOCKING (TURNED <br />* EACH TRUSS <br />FLAT) NAILED TO TOP PLATE <br />WOOD FRAME EXT. WALL <br />WOOD FRAME EXT. WALL <br />W/ 5-10d NAILS <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS USP SPT24 * EVERY <br />USP 6PT24 * EVERY <br />OTHER STUD <br />OTHER STUD <br />X 1/2' NOMINAL PLYWOOD OR <br />c O.S.B. NAILED W/ 8d NAILS <br />4' O.C. BOUNDARIES, 6' O.C. <br />CD <br />1/2' NOMINAL PLYWOOD OR �— I EDGES, 4 12' O.C. FIELD <br />O,S.B. NAILED W/ Sd NAILS * <br />4' O.C. BOUNDARIES, 6' O.C. 2x8 STUDS AT IV O.G. 2x8 STUDS AT 16' O.G. <br />EDGES, 4 12' O.G. FIELD <br />LISP 5PT22 * EVERY <br />OTHER STUD <br />KO. BLOCK W/ (1) 5 <br />CONT. 4 FILLED <br />5/8' x 10' 'J' BOLT * 24' O.G. <br />(STAGGERED) W/ 2' DIA. x 3/16' <br />PLATE WASHER (TYPICAL) <br />lx2 P.T. FURRING STRIP <br />MASONRY WALL (DESIGNED <br />AS CANTILEVERED) <br />NON-5EARING EXT. KNEE -WALL <br />SCALE: 3/4' = 1'-0' <br />A <br />55.1 <br />WOOD FRAME EXT. WALL <br />USP SP724 * <br />EVERY OTHER STUD <br />2x8 STUDS AT 16' O.C. <br />1/2' CDX PLYWOOD OR 1/16'065 <br />SHEATHING W/10d NAILS * 6' O.C. <br />* EDGES 4 12' O.G. FIELD. <br />USP 5PT22 * <br />EVERY OTHER STUD <br />K.O. BLOCK W/ (1) <br />5 CONT. 4 FILLED <br />5/8' x 10' 'J' BOLT * <br />24' O.C. (STAGGERED) <br />W/ 2' DIA. x 3/16' <br />PLATE WASHER (TYPICAL) <br />lx2 P.T. FURRING STRIP <br />V MASOONRY WALL <br />(DESIGNED AS CANTILEVER) <br />NON-BIEARING EXT. <NEE -WALL C <br />SCALE: 3/4' = I'-0' <br />2x4 CROSS BRACE AT FSEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2)10d x 3' USP RTI& OR EQUAL * EA OUTLOOKER <br />0 0 �, 0 0 <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS <br />2x4 'T' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' * 4' O.G. <br />0 <br />0 <br />CEILING RIDGE <br />2x4 PANEL BLOCKING * 48' OL. <br />ATTACHED W/ (2) Ibd TOENAILS <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE <br />CENTER AND 3:12 SLOPE SLIDES. <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />ASTM C1002 FOR FIRST 8'-0' FROM END WALL * 4' O.C. TYPICAL <br />2x6 P.T. SILL <br />5/8' x 10' BOLT * 24' O.C. MINIMUM 6' FROM PLA <br />SPLICES W/ 3/I6' x 2' DIA. PLATE WASHER <br />GA5LE END DETAIL AT �41i= VAULT <br />SCALE: N.T.S. <br />2x4 OUTLOOKER * 24' <br />O.G. <br />24' MAX <br />1/2' COX PLYWOOD OR <br />1/16' OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />* 6' O.C. EDGES AND 12' <br />OL. FIELD <br />TRUSS <br />'L' BRACE TO EXTEND AT <br />LEAST W% OF WEB LENGTH <br />(SEE TABLE ON SHEET 65) <br />10dx3'*3'OZ, <br />THROUGH CHORD INTO <br />2' x 6' P.T. PLATE <br />PLACE SHEATHING <br />FLUSH W/ MASONRY. <br />VEEP SCREED INSTALLED PER <br />t MANUF. 4 FRC SECTION R103.1.2J <br />MOISTURE BARRIER <br />USP 14TA20 * EA. TRUSS <br />VERT. WEB (24' o c. MAX) <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />o <br />cV <br />z <br />QLn <br />En r` <br />0 <br />za <br />J� <br />Z <br />z3~ <br />WJ <br />0 <br />J <br />U <br />tL W <br />Lu 0- N <br />= O <br />J <br />0 � m <br />Q O ca <br />0 1— m <br />w <br />Z <br />H Z N <br />O <br />� <br />CL <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = i0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />OW19 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />CMI9 - THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE 3 PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />UPDATED CONNECTION <br />06.08.18 <br />1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />01.09.19 <br />1.02 ROOF UNDERLAYMENT REV. <br />02.11.19 <br />CONNECT <br />1.03 C DATED CO <br />EN TION <br />BLE <br />VERSION NQ, 1,A3 102-' 1.19 <br />,I <br />J ` <br />Cn <br />O <br />CV <br />to <br />0 <br />rx <br />Q <br />ae O <br />W >< <br />m J <br />z O <br />W <br />4 = v <br />W C�� } 3: <br />Q N = <br />W '000 <br />W } w <br />Z Q ~ <br />W = W W <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />Q EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390440 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5*1 <br />O <br />00 <br />O <br />1 <br />CN <br />t\ <br />00 <br />r <br />CN <br />LO <br />T- <br />