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A <br />REFER t0 SECTION 1 ON <br />SWEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />SCISSOR TRUSS INFORMATION <br />SCISSOR TRUSS T4r /— 4 <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />1/2' NOMINAL PLYWOOD OR <br />OS$. NAILED W/ 8d NAILS • <br />4' O.C. BOUNDARIES, 6' O.C. <br />EDGES, 4 12' O.C. FIELD <br />X <br />a <br />sclssoR TRuss <br />REFER TO SECTION 1 <br />ON SWEET 55.1 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 />o <br />D <br />JOINT <br />0 <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />2x4 BLOCKING END NAILED <br />o <br />W/ 2-16d • 24' O.G. (MAX.) <br />� <br />USP WGA10 <br />a <br />• 461 O.G. <br />USP HGAI0 <br />Q <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 />USP 6PT24 • EVERY <br />OTHER STUD <br />2x8 STUDS AT 16' O.G. <br />USP $PT22 • EVERY <br />OTHER STUD <br />K.O. BLOCK W/ (1) 5 <br />CONT. 4 FILLED <br />5/8' x 10' 'J' BOLT • 24' O.C. <br />(STAGGERED) W/ 2' DIA. x 3/16' <br />PLATE WASHER (TYPICAL) <br />ix2 P.T. FURRING STRIP <br />USP $PT24 • EVERY <br />OTHER STUD <br />WOOD FRAME EXT. WALL <br />1/2'NOMINAL PLYWOOD OR E <br />O,$.B. NAILED W/ 8d NAILS • 0 LISP SPT24 • <br />4' O.G. BOUNDARIES, 6' O.G. EVERY OTHER STUD <br />EDGES, 4 12' O.G. FIELD <br />2x8 STUDS At Ib' O.G. <br />2x8 STUDS At 16' O.C. 4-- <br />1/2' CDX PLYWOOD OR 1/16'065 <br />SHEATHING W/10d NAILS • 6' O.G. <br />USP $PT22 • • EDGES 4 12' O.G. FIELD. <br />EVERY OTHER STUDtcl. <br />USP $PT22 • <br />EVERY OTHER STUD <br />WEEP SCREED INSTALLED PER <br />MANUF. 4 FRC SECTION R103.1.2.1 <br />KO. BLOCK W/ (I) KO. BLOCK W/ (1) <br />05 CONT. 4 FILLED 5 CONT. 4 FILLED <br />5/6' x 10' 'J' BOLT • 24' <br />O.G. (STAGGERED) W/ 2' <br />DIA. x 3/16' PLATE <br />WASHER (TYPICAL) <br />5/8' x 10' 'J' BOLT • <br />24' O.C. (STAGGERED) <br />W/ 2' DIA. x 3/16' <br />—lx2 P.T. FURRING STRIP PLATE WASHER (TYPICAL) <br />—MASONRY WALL (DESIGNEDMASONRY WALL (DESIGNED lx2 P.T. FURRING STRIP <br />AS CANTILEVERED) AS CANTILEVERED) <br />till MAN$ONRY WALL <br />(DESIGNED AS CANTILEVER) <br />NON -SEARING EXT. KNEE -WALL A NON -SEARING EXT. KNEE-UJALL B NON -SEARING EXT. KNEE -WALL C <br />SCALE: 3/4' = 1H-O'jEj.l SCALE: 3/4' - V-0' CJ�"1 SCALE: 3/4' - 1'-0' 55.1 <br />2x4 CROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED At EACH <br />JOINT W/ (2)10d x 3' USP RTIb OR EQUAL • EA. OUTLOOKER <br />0 0 • y O O <br />e� TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES • <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS <br />2x4 IT' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' • 4' O.G. <br />o °$° o <br />N <br />CEILING RIDGE <br />2x4 PANEL BLOCKING • 48' O.C. <br />ATTACHED W/ (2) Ibd TOENAILS <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE <br />CENTER AND 3:12 SLOPE SLIDE$, <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITW 8d <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />ASTM C1002 FOR FIRST 81-0' FROM END WALL • 4' O.C. TYPICAL <br />2x6 P.T. SILL <br />5/6' x 10' BOLT • 24' O.G. MINIMUM 6' FROM PLA <br />SPLICES W/ 3/16' x 2' 0IA. PLATE WASHER <br />GA5LE END DETAIL AT PIP VAULT <br />SCALE: N.T,S. <br />2x4 OUTLOOKER • 24' <br />O.C. <br />24' MAX <br />1/2' CDX PLYWOOD OR <br />1/ib' OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />• 6' OZ. EDGES AND 12' <br />O.C. FIELD <br />E TRUSS <br />'L' BRACE TO EXTEND At <br />LEAST 90% OF WEB LENGTH <br />(SEE TABLE ON SHEET 65) <br />10dx3'•3'O.C. <br />THROUGH CHORD INTO <br />2' x b' P.T. PLATE <br />—PLACE SHEATHING <br />FLUSH W/ MASONRY. <br />-WEEP $CREED INSTALLED PER <br />MANUF. 4 FRC SECTION R103.12.1 <br />MOISTURE BARRIER. <br />USP WTA20 • EA TRUSS <br />VERT. WEB (24' o c. MAX.) <br />DAN SCO <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.danscoengineefing.com <br />CA 25948 <br />CD <br />N <br />z <br />o <br />0 <br />z <br />Lp <br />dlnU- <br />w^ <br />g <br />z <br />Fa-�acN'n <br />� <br />r� <br />w <br />uS <br />�3 <br />j <br />U <br />W W <br />LL <br />LLJ �' V) <br />_ <br />� TV) <br />� J <br />Q 1 m <br />V) W <br />Q O co <br />� O <br />w <br />Z U <br />Z <br />� Z a <br />OU <br />cn <br />� <br />EL <br />cn <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=l:0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R 6 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 />CM19 - 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 6 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 />1.03 UPDATED CONNECTION <br />CROSS-REFERENCE TABLE <br />VERSION NO. 1.03 / 02.11.19 <br />f7) �O •dl 4,°n" <br />4V <br />w <br />m J <br />z O <br />w <br />W C7 } <br />N <br />w QL0 �N JN <br />W �* a: -a �* <br />Z Q LLI = LLI LLI <br />- <br />(� < Hi FCL <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390446 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />O <br />Cr <br />O <br />CV <br />00 <br />1 <br />CN <br />LO <br />r— <br />