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KT. WALL <br />ERY <br />' O.C. <br />=RY <br />05 <br />m <br />C• <br />I `O `4=J EAfRl I `1G; EXT. KI `TEE ® WALL A <br />SCALE: 3/4' = 1'-0' 5rj.j <br />J55 <br />REFER TO SECTION I <br />ON SHEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />TO 1/2' GAP BETWEEN <br />' PLATE 4 TRUSS <br />zAIO <br />D.C. <br />FRAME EXT. WALL <br />IPT24 'a EVERY <br />R STUD <br />)MINAL PLYWOOD OR <br />NAILED W/ ad NAILS -1 <br />BOUNDARIES, 6' O.G. <br />S, 4 12' O.G. FIELD <br />ruDS AT 16' O.C. <br />USP 5PT22 -1 <br />EVERY OTHER STUD <br />WEEP 5CREED INSTALLED PER <br />MANUR 4 FRC SECTION R103.12J <br />KO. BLOCK W/ (1) <br />05 CONT. 4 FILLED <br />5/8' x 10' 'J' BOLT a 24' <br />O.C. (STAGGERED) W/ 2' <br />DIA. x 3/16' PLATE <br />WASHER (TYPICAL) <br />I x 2 P.T. FURRING STRIP <br />MASONRY WALL (DESIGNED <br />AS CANTILEVERED) <br />NON=BEARING EXT. KNEE -WALL <br />SCALE: 3/4' = 1'-0' 65.1 <br />^" FER TO SECTION I ON <br />EET 55.1 FOR <br />BRACING, AND TOP <br />ORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />x 4' RAT RUN BRACING <br />24' O.G. ON TOP OF <br />)TTOM CHORD FOR (4) <br />J65 SPANS ATTACHED <br />2-16d 9 EACH TRU55 <br />INT <br />4' BLOCKING END NAILED <br />16d e 24' O.C. (MAX.) <br />_OCKING (TURNED <br />,[LED TO TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />5PT24 <br />:Y OTHER STUD <br />)5 AT 16' O.C. <br />PLYWOOD OR 1/161085 <br />4G W/10d NAILS 10 (o' O.C. <br />4 12' O/C FIELD. <br />PT22 s <br />r OTHER STUD <br />)CK W/ (D <br />. 4 FILLED <br />' 'J' BOLT a <br />STAGGERED) <br />. x 3/16' <br />ASHER (TYPICAL) <br />:ING STRIP <br />LL <br />(DESIGNED AS CANTILEVER) <br />NON, - 5E,4fRf NCB EXT. KNEE - UJAL <br />SCALE: 3/4' = 11-0' <br />2 x 4 CROSS BRACE At SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH r2x4 OUTLOOKER 6 24' <br />JOINT W/ (2)10d x 3' USP RT16 OR EQUAL .9 EA. OUTLOOKER j O.C. <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS <br />2 x 4 'T' ON TOP OF PANEL BLOCKING, <br />--7 FASTEN WITH 10d x 3' a 4' O/C <br />00 <br />CEILING RIDGE <br />2 x 4 PANEL BLOCKING 6 48' O.C. <br />ATTACHED W/ (2) 16d TOENAILS <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE 2x6 P.T. SILL <br />CENTER AND 3:12 SLOPE SLIDES. <br />5/6' 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 01002 FOR FIRST 8'-0' FROM END WALL e 4' O/C TYPICAL <br />5/6' x 10' BOLT m 24' O.C. MINIMUM 6' FROM PLATE <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER <br />G,48L.E END DETA L. AT HIF VAULT <br />SGALE- N.T.S. <br />24' MAX <br />—1/2' CDX PLYWOOD OR <br />1/16' 055 SHEATHING <br />ATTACHED W/ 10d NAILS <br />g 6' D.G. EDGES AND 12' <br />O.C. FIELD <br />—GABLE TRUSS <br />'L' BRACE TO EXTEND AT <br />LEAST 90% OF WEB LENGTH <br />(SEE TABLE ON SHEET 55) <br />loci x 3' 6 3' O/C <br />THROUGH CHORD INTO <br />2' x 6' P.T. PLATE <br />—PLACE SHEATHING <br />FLUSH W/ MASONRY. <br />—WEEP 5CREED INSTALLED PER <br />MANUF. 4 FRG SECTION R103.12.1 <br />- MOISTURE BARRIER. <br />USP HTA20 6 EA. TRUSS <br />VERT. WEB (24' o.c. MAX.) <br />`:ail••`%' <br />'aaauaY`aid`�Aaaola:'s� <br />i <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.donscoengineering.com <br />CA 25948 <br />i <br />O <br />0 <br />N <br />z LLJ <br />Off^ <br />> 1501O <br />z� <br />N M O <br />Q N J Ln <br />a W LL � <br />00 <br />zv~i� <br />W <br />z� <br />w <br />J <br />O <br />U <br />IL <br />w <br />L/) Q <br />2 <br />Lu <br />IL <br />ui :2 <br />= C) —� <br />d Q <br />IL <br />Q <br />Lu <br />10:� <br />Z <br />Q 0 <br />r) <br />~ Q <br />Z w <br />Q Z 0000 <br />Z <br />( j 0 <br />(L0 <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 = ±0J 8) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE TT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />02018 LE.NNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02018 -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 IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12 19 17 <br />1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 <br />1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />VERSION <br />NO. 1.01 / 06.08.18 <br />'v <br />N <br />dLLJ <br />.; < -- <br />s�;: <br />a-- <br />o <br />a-.r— <br />LLJ <br />m <br />L7uc,J <br />z <br />L0 C14 <br />QN � = <br />p� <br />Y.1 10 <br />LLJ 2 <br />W 7 } <br />Z <br />Lu = Ly <br />W ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 381319 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />O <br />L0 <br />O <br />L <br />1 <br />00 <br />L0 <br />r— <br />aI <br />