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DAN SCO <br />ENGINEERING, LLC <br />REFER TO SECTION I ON <br />P.O. BOX 3400 <br />SHEET 55.1 FOR <br />Apollo Beach, Florida 33572 <br />X-BRACING, AND TOP <br />p.813.645.0166 <br />f. 813.645.9698 <br />CHORD BLOCKING <br />www.donscoengineedng.com <br />INFORMATION <br />CA 25948 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />o <br />CD <br />REFER TO SECTION I <br />N <br />uj <br />ON SHEET 55.1 FOR <br />X-BRACING, AND TOP <br />T ING ® <br />p <br />N ^ <br />Cs <br />244 O.C. TOP OF <br />0 o <br />t; <br />INFORMATI000KINRD <br />BOTTOM CHORD FOR (4) <br />TRUSS SPANS ATTACHED <br />z <br />o M ^o <br />Ln <br />a (n <br />-L-LJ <br />z <br />W/ 2-16d ® EACH TRUSS <br />a� a N <br />cr <br />JOINT <br />F- a- fn <br />o <br />0 1/4' TO 1/2' GAP BETWEEN <br />Z t <br />TOP PLATE 4 TRUSS <br />— <br />2x4 BLOCKING END NAILED <br />w <br />yj <br />3 <br />c:IJ <br />o <br />I *or"- <br />W/ 2-16d * 24' O.C. (MAX) <br />CD <br />J LISP HGAIO <br />a ® 48' O.C. <br />LISP I-ICsA10 <br />� <br />2x4 BLOCKING (TURNED <br />0 EACH TRUSS <br />FLAT) NAILED TO TOP PLATE <br />U <br />WOOD FRAME EXT. WALL <br />WOOD FRAME EXT. WALL <br />W/ 5-10d NAILS <br />1/4' TO I/2' GAP BETWEEN <br />w W <br />TOP PLATE 4 TRUSS <br />USP 6PT24 0 EVERY <br />USP 5PT24 5 EVERY <br />f— _ Lu <br />OTHER STUD <br />OCHER SCUD <br />Lu <br />W <br />C <br />WOOD FRAME EXT. WALL <br />1/2' NOMINAL PLYWOOD OR <br />V <br />O.S.B. NAILED W/ 8d NAILS e <br />0 LISP 6PT24 <br />J <br />0 1 Im <br />4' O.G. BOUNDARIES, b' O.C. <br />EVERY OTHER STUD <br />V) L1J <br />EDGES, 4 12' O.G. FIELD <br />ZO <br />1/2' NOMINAL PLYWOOD OR �— <br />Q m <br />O.S.B. NAILED W/ Sd NAILS 5 <br />2x8 STUDS AT I&' O.G. <br />Io0 <br />4' O.G. BOUNDARIES, 6' O.C. 2x8 STUDS At lb' O.G. <br />EDGES, 4 12 O.C. FIELDZ <br />L2x8 STUDS At ib' O.C.0 <br />w <br />1/2' GDX PLYWOOD OR 1/16'065 <br />Q Z <br />SHEATHING WAOCI NAILS 6 6' O.G. <br />CV <br />Z 00 <br />LISP 6Pt22 *EVERY <br />4-1 <br />LISP• <br />SPt22 e <br />EDGES 4 12' O.G. FIELD. <br />C/) <br />� <br />OTHER STUD <br />EVERY OTHER STUD <br />USP SK22 <br />U <br />CL <br />EVERY OTHER STUD <br />� <br />. 115 <br />KOBLOCK W/ (1) <br />WEEP SCREED INSTALLED PER <br />�- <br />4 FILLED <br />MANUF. 4 FRC SECTION R103.12.1 <br />41 <br />TO THE BEST OF THE ENGINEER'S <br />K.O.EDGE <br />BLOCK W/ (1) <br />K.O. BLOCK W/ (1) <br />AND BELIEF, THE STRUCTURAL <br />PLAONS ANDSPECIFICATIONS COMPLY WITH <br />5/8' X lid' 'J' BOLT A 24' O. <br />CONT. 4 FILLED <br />CONT FILLED <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />(STAGGERED) W/ 2' DIA x 3/16' <br />S/8' x 10' 'J' BOLL * 24' <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (VGSd = 108MPH), 3 SEC. GUST, <br />PLATE WASHER (TYPICAL) <br />O.C. (STAGGERED) W/ 2' <br />A <br />PRESSURE COEFFICIENT = 30.18) WIND ZONE <br />DIA. x 3/16' PLATE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />WASHER (TYPICAL) <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND THE STRUCTURAL PORTION <br />5/8' x101 'J' BOLTS <br />OFFTHIS DRAWBJGEODNLY. <br />24' O.C. (STAGGERED) <br />CM19 LENNAR CORP.-THIS PLAN MAY NOT ISE <br />W/ 2' DIA X 3116' <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />lx2 P.T. FURRING STRIP <br />Ix2 P.T. FURRING STRIP <br />PLATE WASHER (TYPICAL) <br />0201 THESEARE THE <br />EEYOFDINGS AND DESIGNS <br />JOINT LC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />MASONRY WALL (DESIGNED <br />MASONRY WALL (DESIGNED <br />Ix2 P.T. FURRING STRIP <br />REVISION: <br />DATE <br />DESCRIPTION <br />AS CANTILEVERED) <br />AS CANTILEVERED) <br />UPDATED CONNECTION <br />MASSONRY WALL <br />06.08.18 <br />1.01 CROSS-REFERENCE TABLE <br />(DESIGNED AS CANTILEVER) <br />AND STAIR STRAP <br />01.09.19 <br />1.02 ROOF UNDERLAYMENT REV. <br />NON-5EARING EXT. KNEE-UJALL A <br />NON -SEARING EXT. KNEE-UALL <br />NN-EARING EXT. \ EE-W/LLC <br />02 11 19 <br />1 0UPDATED CONNECTION <br />CROSS-REFERENCE TABLE <br />SCALE: 3/4' = 1'-0'rjrj,j <br />SCALE: 3/4' = 1'-0' S�j.� <br />SCALE: 3/4' = 1'-0' �Fp- <br />VERSION NO, 1.Q3 / 02.11.19 <br />2x4 GROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH 2x4 OUTLOOKER 24' <br />= > <br />JOINT W/ (2) 10d x 3' USP RTIb OR EQUAL EA OUTLOOKER O.G.cm <br />D <br />0 0 <br />N <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES <br />= - <br />o <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 24' MAX <br />- <br />a <br />2x4 't' ON TOP OF PANEL BLOCKING, <br />'Q <br />FASTEN WITH 10d x 3' a 4' OC. 1/2' GDX PLYWOOD OR <br />O y <br />1/16' OSB SHEATHING <br />ci <br />Lu <br />o ATTACHED W/ 10d NAILS <br />w O <br />o <br />• 6' O.C. EDGES AND 12' <br />a � i U <br />OG. FIELD <br />tu O,n }- <br />CEILING RIDGE <br />CxABLE TRUSS <br />oc `� CN = `� vJi v <br />uu ► j M = � } o <br />2x4 PANEL BLOCKING g 48' O.C. 'L' BRACE TO EXTEND AT <br />Z Q a: = c • Uj " o: <br />O V) ~ <br />ATTACHED W/ (2) Ibd TOENAILS LEAST W% OF WEB LENGTH <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE 2x6 P.T. SILL (SEE TABLE ON SHEET 65) <br />W ❑ ❑ <br />CENTER AND 3:12 SLOPE SLIDES. <br />10d x 3' + 3' O.C. <br />SHEET TITLE: <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d <br />THROUGH CHORD INTO <br />FRAMING CONNECTIONS <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />2' x b' P.T. PLATE <br />ASTM C1002 FOR FIRST 8'-0' FROM END WALL 9 4' O.G. TYPICAL <br />@ EXTERIOR WALLS <br />PLACE SHEATHING <br />SHEET INFORMATION: <br />5/9' x 10' BOLT w 24' O.G. MINIMUM 6' FROM PLATE FLUSH W/ MASONRY. <br />JOB NO.: 390441 <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER ' • WEEP SCREED INSTALLED PER <br />MANUF. 4 FRC SECTION R103.12.1 <br />DATE ISSUED: 04.04.19 <br />GA5LE END DETAIL AT HIP VAULT MOISTURE BARRIER <br />DRAWN BY: LF <br />SCALE: N.T.S. USP HTA20 6 EA TRUSS <br />VERT. WEB (24' oc. MAX) <br />REVIEWED BY: TH <br />S591 <br />O <br />O <br />CN <br />1 <br />00 <br />CV <br />LO <br />r— <br />