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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 <br />4' O.C. BOUNDARIES, 6' O.C. <br />EDGES, 4 12' O.C. FIELD , <br />X <br />Q <br />SCISSOR TRUSS <br />REFER TO SECTION 1 <br />ON SHEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />z <br />CD <br />> <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />0 <br />USP HGAIO <br />a_ <br />6 48' O.C. <br />USP HGA10 <br />Q <br />EACH TRUSS <br />WOOD FRAME EXT. WALL <br />USP 5PT24 s EVERY <br />OTHER STUD <br />2x8 STUDS At IV O.C. <br />USP 5PT22 m EVERY <br />OTHER STUD <br />K-0, BLOCK W/ (1) "5 <br />CONT. 4 FILLED <br />5/5' x 10' 'J' BOLT m 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 />NON-5E-AfRINC; EXT. KNEE -WALL A <br />SCALE: 3/4' = 1'-0' '55.1 <br />WOOD FRAME EXT. WALL <br />USP 6PT24 6 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.C. FIELD <br />2x8 STUDS At IV O.G. <br />FER TO SECTION 1 ON <br />EET 55.1 FOR <br />BRACING, AND TOP <br />IORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />4 RAT RUN BRACING w <br />O.G. ON TOP OF <br />)TTOM CHORD FOR (4) <br />U55 SPANS ATTACHED <br />2-16d m EACH TRUSS <br />INT <br />3LOCKING END NAILED <br />•16d m 24' O.G. (MAX.) <br />KING (TURNED <br />AILED t0 TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />5PT24 0 <br />2Y OTHER STUD <br />DS At 16' O.G. <br />PLYWOOD OR 1/1(o'055 <br />qG W/10d NAILS 6 6' O.G. <br />1 4 12' O.G. FIELD. <br />,PT22 m <br />Y OTHER STUD <br />)CK W/ (1) <br />4 FILLED <br />' 'J' BOLT m <br />'STAGGERED) <br />I. x 3/16' <br />ASHER (TYPICAL) <br />s STRIP <br />LL <br />(DESIGNED AS CANTILEVER) <br />NON-5EAfRINC; EXT. KNEE -WALL C <br />SCALE: 3/4' = 1'-0'jj- <br />2x4 CROSS BRACE At [SEE NOTES FOR ROOF DIAf=HRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2) 10d x 3' USP RTI6 OR EQUAL 6 EA. OUTLOOKER <br />0 0 +A X2' o ° <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES a <br />/EDGES OF SHEATHING TYPICAL TOENAIL W/ (2)16d NAILS <br />CEILING RIDGE <br />2x4 PANEL BLOCKING 6 48' O.C. <br />ATTACHED W/ (2)16d TOENAILS <br />INTO BOTTOM CHORD. <br />INTERIOR HIP VAULTi 6:12 SLOPE <br />CENTER AND 3:12 SLOPE SLIDES. <br />2x4 'T' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' tv 4'O.C. <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 8'-0' FROM END WALL a 4' O.C. TYPICAL <br />2x6 P.T. SILL <br />5/8' x 10' BOLT 0 24' O.G. MINIMUM. Ca' FROM PLATE <br />061000 W/ Bill i * 01 101A, 06A WA641111M <br />SAIBLE ENM METAL AT HIS' VAULT <br />SCALE: N.T.S. <br />2x4 OUTLOOKER 6 24' <br />O.G. <br />24' MAX <br />1/2' CDX PLYWOOD OR <br />1/16' OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />a 6' O.C. EDGES AND 12' <br />O.G. FIELD <br />TRUSS <br />'L' BRACE TO EXTEND At <br />LEAST 90% OF WEB LENGTH <br />(SEE TABLE ON SHEET 55) <br />10d x 3' 's 3' O.G. <br />THROUGH CHORD INTO <br />2' x 6' P.T. PLATE <br />—PLACE SHEATHING <br />FLUSH W/ MASONRY. <br />,06001 1 <br />-MOISTURE BARRIER. <br />USP HTA20 a EA. TRUSS <br />PERT. WEB (24' oz. MAX.) <br />:�tr 1;tiCy'. <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.danscoengineeflng.com <br />CA 25948 <br />i <br />O <br />0 <br />N <br />z Lu <br />Ln <br />CD CCDD <br />Z M � w LL <br />ZH�}aM <br />< U Q 00 <br />zU~)� <br />W W� <br />J <br />O <br />o <br />U <br />LL.I W <br />W Lu <br />� v~i <br />O cV) <br />J <br />Q m <br />cn W <br />Q 0 m <br />m <br />0 U O <br />LLJ <br />U <br />Z <br />H Z 0all <br />00 <br />GO O cY) <br />�O <br />CL <br />V 1 <br />1 <br />I <br />TO THE BEST OF THE ENGINEER'S <br />WOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BVILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=±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 />(P2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />OONSENT FROM LENNAR CORPORATION. <br />(T2019 -THESE DRAWINGS AND DESIGNS ARE THE <br />JQINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />TOTE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />PATE DESCRIPTION <br />UPDATED CONNECTION <br />06.08.18 1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />01.09.19 1.02 ROOF UNDERLAYMENT REV. <br />92.11.19 1.03 UPDATED CONNECTION <br />CROSS-REFERENCE TABLE <br />VERSION. NO 1.03 / 02:11.19 <br />R <br />t_.a. <br />c^z oa a <br />c� <br />0 <br />L O <br />00 <br />m J <br />z O <br />Lu <br />Q w = U <br />W U' >_ 3 <br />W WC`11)- �co <br />W :D } w * <br />Z Q W = LL.1 � LL1 <br />V V)a- f—ri a -a <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />409 Noll 390448 <br />MAIN ISIU001 0410*110 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />