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SCISSOR TRUSS <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />1/2' NOMINAL PLYWOOD OR <br />O.S.B. NAILED W/ Sd NAILS 6 <br />4' O.G. BOUNDARIES, 6' O.G. <br />EDGES, E 12' O.C. FIELD <br />X <br />Q <br />I <br />SCISSOR TRUSS <br />REFER TO SECTION 1 <br />ON SHEET S5.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />> <br />1/4' TO 1/2- GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />0 <br />CD <br />USP HGAIO <br />Q_ <br />m 48' O.G. <br />USP HGAIO <br />Cl- <br />Q <br />9 EACH TRUSS <br />WOOD FRAME EXT. WALL <br />USP 6PT24 is EVERY <br />OTHER STUD <br />2x8 STUDS AT 16' O.C. <br />USP 5PT22 -9 EVERY <br />OTHER STUD <br />K.O. BLOCK W/ (1) "5 <br />CONT. E FILLED <br />5/8' x 10' 'J' BOLT 0 24' O.C. <br />(STAGGERED) W/ 2' DIA. x 3/16' <br />PLATE WASHER (TYPICAL) <br />1x2 P.T. FURRING STRIP <br />MASONRY WALL (DESIGNED <br />AS CANTILEVERED) <br />WOOD FRAME EXT. WALL <br />USP 5PT24 m EVERY <br />OTHER STUD <br />1/2' NOMINAL PLYWOOD OR <br />O.S.B. NAILED W/ Sd NAILS <br />4' O.C. BOUNDARIES, 6' O.G. <br />EDGES, 4 12' O.G. FIELD <br />2x8 STUDS AT 16' O.G. <br />USP 6PT22 'm <br />EVERY OTHER STUD <br />WEEP SCREED INSTALLED PER <br />MANUF. E FRG SECTION R103.1.2.1 <br />KO. BLOCK W/ (1) <br />05 CONT. d FILLED <br />5/8' x 10' 'J' BOLT a 24' <br />O.G. (STAGGERED) W/ 2' <br />DIA. x 3/16' PLATE <br />WASHER (TYPICAL) <br />lx2 P.T. FURRING STRIP <br />MASONRY WALL (DESIGNED <br />AS CANTILEVERED) <br />`:FER TO SECTION I ON <br />EET 55.1 FOR <br />BRACING, AND TOP <br />IORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />4 RAT RUN BRACING Q <br />' O.C. ON TOP OF <br />>TTOM CHORD FOR (4) <br />USS SPANS ATTACHED <br />2-16d m EACH TRUSS <br />INT <br />3LOCKING END NAILED <br />-16d 0 24"O.C. (MAX.) <br />KING (TURNED <br />TILED t0 TOP PLATE <br />NAILS <br />> FRAME EXT. WALL <br />SPT24 <br />2Y OTHER STUD <br />:)S AT 16' O.C. <br />PLYWOOD OR 7/16'055 <br />4G W/10d NAILS 9 (o' O.C. <br />4 12' O.C. FIELD. <br />PT22 <br />'r OTHER STUD <br />)CK W/ (1) <br />4 FILLED <br />' 'J' BOLT lip <br />STAGGERED) <br />x 3/16' <br />ASHER (TYPICAL) <br />s STRIP <br />_..LL <br />(DESIGNED AS CANTILEVER) <br />NON -5EAIRINC; EXT. KNEE -WALL <br />SCALE: 3/4' = 11-0' <br />A <br />OJ�j.� <br />NON -BEARING EXT. KNEE -WALL <br />SCALE: 3/4' = 11-0' <br />8 <br />CJJ.� <br />NON-5EAfRING EXT. KNEE -WALL <br />C <br />SCALE: 3/4' = 1'-0' <br />0 <br />0 <br />10 <br />0 <br />2x4 GROSS BRACE At SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED At EACH <br />JOINT W/ (2) 10d x 3' USP RT16 OR EQUAL 6 EA. OUTLOOKER <br />in Z, o 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' 9 4' O.C. <br />w <br />CEILING RIDGE <br />0 <br />0 <br />2x4 PANEL BLOCKING a 48' O.C. --I <br />ATTACHED W/ (2)16d TOENAILS <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE <br />CENTER AND 3:12 SLOPE SLIDES. <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />ASTM C1002 FOR FIRST 81-0' FROM END WALL 's 4' O.C. TYPICAL <br />2x6 P.T. SILL <br />5/6' x 10' BOLT s 24' O.G. MINIMUM 6' FROM PLA' <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER <br />GA5LE END DETAIL AT HIF VAULT <br />SCALE: N.T.S. <br />2x4 OUTLOOKER 24' <br />O.C. <br />24' MAX <br />1/2' CDX PLYWOOD OR <br />7/16' OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />6' O.C. EDGES AND 12' <br />O.G. FIELD <br />TRUSS <br />'L' BRACE TO EXTEND AT <br />LEAST W% OF WEB LENGTH <br />(SEE TABLE ON SHEET 55) <br />10d x 3' a 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 />MANUF. 4 FRG SECTION R103.12.1 <br />- MOISTURE BARRIER <br />USP HTA20 s EA. TRUSS <br />VERT. WEB (24' o c. MAX.) <br />0,.<` <br />ri <br />`q ma `(%g5:. <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.danscoengineenng.com <br />CA 25948 <br />0 <br />N <br />z "' <br />0 11� <br />z <br />Q <br />J <br />-i <br />aWU_ <br />LP <br />z <br /><�Q 0 <br />W <br />W� <br />J <br />O <br />U <br />w W <br />Lij Cz <br />CLci <br />LU <br />= <br />V) <br />O <br />J <br />Q 1 C0 <br />Ce V) LLJ <br />Q 0 m <br />m <br />O <br />0 w <br />Z �_ <br />O <br />to <br />�O <br />UCL <br />V) <br />ZD <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=t0.18) 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 />©2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02019 -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 <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;,A QQ / 02.11.19 <br />O <br />LLJ >L <br />m .--I <br />z O <br />W <br />Q = U <br />W 0> 3 <br />� ¢04 =N N't <br />W wM =� �OD <br />W �* r� w* <br />. <br />Z Q <br />L = LLI � LLI <br />T) a- I— CL CL <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390442 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5e] <br />CV <br />00 <br />CN <br />LO <br />