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<T. WALL <br />ERY <br />' O.C. <br />=RY <br />005 <br />m <br />CP <br />NON=5EAIRINC� EXT. KNEE-uJALL ,4 <br />SCALE: 3/4' = I'-0' e j 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 />3A10 <br />D.C. <br />) FRAME EXT. WALL <br />IPT24 -0 EVERY <br />R STUD <br />)MINAL PLYWOOD OR <br />NAILED W/ Sd NAILS 9 <br />BOUNDARIES, 6' D.G. <br />S, 4 12' O.C. FIELD <br />rUDS AT IV O.C. <br />�rFER TO SECTION I ON <br />EET S5.1 FOR <br />BRACING, AND TOP <br />IORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />x 4' RAT RUN BRACING <br />24' O.C. ON TOP OF <br />)TTOM CHORD FOR (4) <br />U55 SPANS ATTACHED <br />2-16d e EACH TRUSS <br />INT <br />4' BLOCKING END NAILED <br />16d 6 24' O.C. (MAX.) <br />_OCKING (TURNED <br />ILED TO TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />�PT24 <br />;Y OTHER STUD <br />)5 AT 16' O.C. <br />PLYWOOD OR 1/1(o'055 <br />dG W/106 NAILS e 6' O.G. <br />4 12' O/C FIELD. <br />PT22 6 <br />r OTHER STUD <br />)CK W/ (1) <br />. 4 FILLED <br />' 'J' BOLT a <br />STAGGERED) <br />. x 3/16' <br />4514ER (TYPICAL) <br />:ING STRIP <br />_..LL <br />(DESIGNED AS CANTILEVER) <br />NON-5E-,4fRfNG EXT. KNEE-UJALL C <br />SCALE: 3/4' = 1'-0' 5E:I.j <br />2 x 4 CROSS BRACE AT SEE NOTES FOR ROOF L)I,4f'I-IRta l NAILING 6f='ECIFICATION5 <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2) 10d x 3' U5P RT16 OR EQUAL -w EA. OUTLOOKER <br />TOP CORD BLOCKING FOR FIRST FOUR ROUTS OF TRUSSES m- <br />\� /EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) 16d NAILS <br />2 x 4 'T' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' 6 4' O/C <br />CEILING RIDGE <br />2 x 4 PANEL BLOCKING 9 48' O.G. <br />ATTACHED W/ (2) 16d TOENAILS <br />INTO BOTTOM CHORD, INTERIOR HIP VAULT± 6:12 SLOPE <br />CENTER AND 3:12 SLOPE SLIDES. <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />A5TM CI002 FOR FIRST V-0' FROM END WALL 9 4' O/C, TYPICAL. <br />2x6 P.T. SILL <br />5/8' x 10' BOLT 19 24' O.G. MINIMUM 6' FROM PLATE <br />SPLICES W/ 3116' x 2' DIA. PLATE WASHER <br />r_:A5LE ENED UETAIL AT HIF VAULT <br />SCALE: N.T.5. <br />2x4 OUTLOOKER 9 24' <br />O.C. <br />24' MAX <br />1/2' CDX PLYWOOD OR <br />1/16' 055 SHEATHING <br />ATTACHED W/ 10d NAILS <br />-1 6' O.G. EDGES AND 12' <br />O.C. FIELD <br />E TRUSS <br />'L' BRACE TO EXTEND AT <br />LEAST 130% OF WEB LENGTH <br />(SEE TABLE ON SHEET 55) <br />loci x 3119 3' O/C <br />THROUGH CHORD INTO <br />2' x 6' P.T. PLATE <br />— PLACE SHEATHING <br />FLUSH W/ MASONRY. <br />-WEEP SCREED INSTALLED PER <br />MANUR E FRG SECTION R103.12.1 <br />- M015TURE BARRIER. <br />USP HTA20 e EA. TRUSS <br />VERT. WEB (24' o.c. MAX.) <br />: <br />., bA ixsYi�b bQ'p ODC ,G <br />F <br />33 <br />3 <br />Fjl <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.danscoengineering.com <br />CA 25948 <br />i <br />O <br />O <br />N <br />z w <br />Oul <br />0 <br />Q (A M O <br />aWM L-Li^ <br />ZFQ-Sac%) <br />o <br />Wz� <br />w <br />J <br />O <br />U <br />I <br />� w Q <br />W � C3 <br />S LLJ O -<-� <br />Cn Q <br />IL <br />� W <br />Z <br />< 0 <br />Q <br />zw <br />Q z N <br />Z <br />0 � <br />U (y <br />L <br />( <br />r <br />TO THE BEST OF THE ENGINEER'S L <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL L <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =30.18) 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 />OFTHIS DRAWINGONLY. <br />©2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02018 -THESE DRAWINGS AND DESIGNS ARETHE <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 DESCRIPTION <br />12 19 17 1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />VERSION NO. 1.01 / 06.08.18 <br />O <br />0_ <br />x < 0 ° <br />Q 0 ° <br />.A <br />co <br />cv <br />Am <br />0 C%J <br />m Z <br />Z=) <br />w-n <br />Q!f 3 <br />ui 7- <br />r <br />Ix QN N = <br />Lu M S10 w <br />W :D 4t: �* <br />Z � LLi = LLi <br />W ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 380842 <br />DATE ISSUED: 06.25.18 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5* I <br />0 <br />D <br />1 <br />v <br />1 <br />n <br />V <br />0 <br />4 �. �,�', I i,i i� i�ai Jet3finil Irittictl Ii. ...t.� i iil l_.II i <br />