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KT. WALL <br />ERY <br />O.C. <br />ERY <br />ImAl <br />In_ <br />ED <br />NON-5EARING EXT. <NEE-UJ,4LL ,4 <br />SCALE: 3/4' = 1'-0' s5,1 <br />SCISSOR TRUSS <br />REFER TO SECTION I <br />ON SKEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE # TRUSS <br />USP HGAIm <br />'9 48' O.C. <br />WOOD FRAME EXT. WALL <br />USP 5PT24 51 EVERY <br />OTHER STUD <br />1/2' NOMINAL PLYWOOD OR <br />O.S.B. NAILED W/ 8d NAILS <br />4' O.G. BOUNDARIES, 6' O.G. <br />EDGES, 4 12' O.G. FIELD <br />2x8 STUDS AT IV O.C. <br />—~FER TO SECTION 1 ON <br />EET 55.1 FOR <br />BRACING, AND TOP <br />IORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />RAT RUN BRACING m <br />O.G. ON TOP OF <br />>TTOM CHORD FOR (4) <br />U55 SPANS ATTACHED <br />2-16d e EACH TRUSS <br />INT <br />BLOCKING END NAILED <br />Mod 9 24' O.C. (MAX.) <br />KING (TURNED <br />JLED TO TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />3PT24 a <br />2Y OTHER STUD <br />:)S AT 1W O.G. <br />PLYWOOD OR 7/1(o'055 <br />4G W/10d NAILS 9 6' O.G. <br />E 12' O.C. FIELD. <br />,PT22 m <br />Y OTHER STUD <br />)CK W/ (1) <br />E FILLED <br />' 'J' BOLT m <br />'STAGGERED) <br />x 3/16' <br />ASHER (TYPICAL) <br />3 STRIP <br />- - _..LL <br />(DESIGNED AS CANTILEVER) <br />NON-5t=,4RING EXT. 5,Ntt-W,4LL f C <br />SCALE: 3/4' = 1'-0' <br />2x4 GRO55 BRACE At <br />SEE NOTES FOR ROOF DIAf=PRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH <br />2x4 OUTLOOKER 24' <br />JOINT W/ (2)10d x 3' <br />USP RTI6 OR EQUAL O EA. OUTLOOKER O.C. <br />O Q <br />O <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS o <br />24' MAX <br />2x4 'T' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' 9 4' O.C. o <br />1/2' GDX PLYWOOD OR <br />7/16' 055 SHEATHING <br />o s ° a <br />ATTACHED W/ 10d NAILS <br />o <br />g 6' O.C. EDGES AND 12' <br />O.C. FIELD <br />CEILING RIDGE <br />o <br />CxABLE TRUSS <br />2x4 PANEL BLOCKING a 48' O.C. <br />'L' BRACE TO EXTEND AT <br />ATTACHED W/ (2)16d TOENAILS <br />LEAST c3O% OF WEB LENGTH <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE 2x6 P.T. SILL <br />(SEE TABLE ON SHEET 55) <br />CENTER AND 3:12 SLOPE SLIDES, <br />5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d <br />10d x 3' g 3' O.C. <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />THROUGH CHORD INTO <br />ASTM C1002 FOR FIRST 6-0' FROM END WALL -m 4' O.G. TYPICAL <br />2' x 6' P.T. PLATE <br />PLACE SHEATHING <br />5/8' x 10' BOLT 9 24' O.C. MINIMUM 6' FROM PLATE <br />01 FLUSH W/ MASONRY. <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER <br />WEEP SCREED INSTALLED PER <br />MANUF. # FRC SECTION R103.12.1 <br />�G,45LE END DETAIL AT i4If=' VAULT <br />MOISTURE BARRIER. <br />USP HTA20 9 EA. TRUSS <br />SCALE: N.T.S. <br />VERT. WEB (24' oc. MAX.) <br />CYiS�41tTxEt <br />.t6.,:.'•N_NMI <br />.,3 <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.danscoenginee6ng.com <br />CA 25948 <br />i <br />O <br />0 <br />N <br />zw <br />ON^ <br />0 <br />z <br />M O^ <br />a � <br />_jI <br />w L� � <br />LIP <br />Zz <br />la-aar>, <br />F- <br />c~i� <br />W <br />w <br />zC) <br />J <br />O <br />o <br />�o <br />U <br />uJ W <br />uj IL c~ <br />= O <br />J <br />0 m <br />(),:� W <br />0 m <br />m <br />C)w p <br />Q ZZ <br />L <br />C) O <br />a. <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 = 4--0.18) 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 />02019 LEN NAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02019 -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 />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 />VERSI W NO. 1 03 % 02:11.19 <br />f <br />�8 <br />Ln <br />110-4 <br />CL_ <br />w O <br />m J <br />z O <br />w <br />a _ U <br />W 0 LO >_ <br />QN =N tJ' <br />W w� _� 00 <br />Z �Lu * * w* <br />`14.W <br />Q LLI = LLI <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390444 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />