Laserfiche WebLink
REFER TO SECTION 1 ON <br />SWEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />REFER TO SECTION 1 <br />ON SWEET 55.1 FOR <br />X-BRACING, AND TOP <br />RAT RUN BRACING 9 <br />CHORD BLOCKING <br />jr24 <br />' O.C. ON TOP OF <br />INFORMATION <br />TTOM CHORD FOR (4) <br />USS SPANS ATTACHED <br />z <br />2-I6d EACH TRUSS <br />o <br />INT <br />LLJ <br />1/4' TO1/2' GAP BETWEEN <br />O <br />TOP PLATE 4 TRUSS <br />2x4 BLOCKING END NAILED <br />o <br />W/ 2-I6d Q 24' O.C. (MAX.) <br />USP WGA10 <br />m 48' O.G. <br />USP HGAIO <br />a <br />¢ <br />2x4 BLOCKING (TURNED <br />m EACH TRUSS <br />FLAT) NAILED t0 TOP PLATE <br />WOOD FRAME EXT. WALL <br />WOOD FRAME EXT. WALL <br />W/ 5-10d NAILS <br />1/4' TO 1/2' GAP BETWEEN <br />TOP PLATE 4 TRUSS <br />USP SPT24 m EVERY <br />USP SPT24 ,9 EVERY <br />OTHER SCUD <br />OTHER SCUD <br />' <br />WOOD FRAME EXT. WALL <br />1/2' NOMINAL PLYWOOD OR <br />O.S.B. NAILED W/ 8d NAILS <br />0 <br />USP 5PT24 <br />4' O.C. BOUNDARIES, fo' O.G. <br />EVERY OTHER STUD <br />CI <br />EDGES, 4 12' O.G. FIELD <br />1/2' NOMINAL PLYWOOD OR —�- <br />0.5.8. NAILED W/ 8d NAILS ,0 <br />2x8 STUDS AT 16' O.C. <br />4' O.C. BOUNDARIES, 6' O.C. <br />2x8 STUDS At 16' O.G. <br />2x8 STUDS At 16' O.C. <br />EDGES, 4 12' O.C. FIELD <br />1/2' CDX PLYWOOD OR 1/16'055 <br />SHEATHING W/10d NAILS 9 W O.C. <br />USP 5PT22 11 EVERY <br />USP SPT22 t <br />g EDGES 4 12' O.C. FIELD. <br />OTHER STUD <br />EVERY OTHER STUD <br />all <br />USP 5PT22 6 <br />EVERY OTHER STUD <br />KO, BLOCK W/ (1) 05 <br />WEEP SCREED INSTALLED PER <br />CONT. 4 FILLED <br />MANUF. 4 FRC SECTION R103.12.1 <br />KO. BLOCK W/ (1) <br />KO. BLOCK W/ (1) <br />5/8' x 10' 'J' BOLT 24' O.C. <br />"5 CONT. 4 FILLED <br />"5 CONT. 4 FILLED <br />(STAGGERED) W/ 2' DIA. x 3/16' <br />5/8' x 10' 'J' BOLT tv 24' <br />PLATE WASHER (TYPICAL) <br />O.G. (STAGGERED) W/ 2' <br />DIA. x 3/16' PLATE <br />WASHER (TYPICAL) <br />5/8' x 10' 'J' BOLT <br />24' O.C. (STAGGERED) <br />W/ 2' DIA, x 3/16' <br />1x2 F.T. FURRING SCRIP <br />ix2 P.T. FURRING STRIP <br />PLATE WASHER (TYPICAL) <br />MASONRY WALL (DESIGNED <br />MASONRY WALL (DESIGNED <br />Ix2 P.T. FURRING STRIP <br />AS CANTILEVERED) <br />AS CANTILEVERED) <br />MASSONRY WALL <br />(DESIGNED AS CANTILEVER) <br />NON-5EAizING EXT. <br />KNEE -WALL A <br />NON-5E,4RING EXT. KNEE-UJALL <br />NON-5EARING EXT. <br /><NEE -WALL C <br />SCALE: 3/4' = 11-0' <br />SCALE: 3/4' = 1'-0' 55.1 j <br />SCALE: 3/4' = 1'-0' CJ�J.� <br />2x4 CROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2)10d x 3' USP RTI6 OR EQUAL 6 EA. OUTLOOKER <br />2x4 OUTLOOKER a 24' <br />O.G. <br />o z, o <br />0 0 <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES 9 <br />o <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) I6d NAILS o 24' MAX <br />2x4 'T' ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10d x 3' s 4' O.C. I/2' GDX PLYWOOD OR <br />1/16' 05B SHEATHING <br />° s ° ATTACHED W/ 10d NAILS <br />6' O.C. EDGES AND 12' <br />O.G. FIELD <br />CEILING RIDGE VGABLE TRUSS <br />2x4 PANEL BLOCKING s 45' O.G. 'L' BRACE TO EXTEND AT <br />ATTACHED W/ (2)16d TOENAILS 11 2x6 P.T. SILL LEAST W%* OF WEB LENGTH <br />INTO BOTTOM CHORD. INTERIOR HIP VAULtt 6:12 SLOPE (SEE TABLE ON SWEET 55) <br />CENTER AND 3:12 SLOPE SLIDES. <br />o <br />5/5' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd 10d x 3' 3' O.G. <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH 0THROUGH CHORD INTO <br />ASTM CI002 FOR FIRST 8'-0' FROM END WALL a 4' O.C. TYPICAL 2' x W P.T. PLATE <br />4,,/­ PLACE SHEATHING <br />5/5' x 10' BOLT a 24' O.G. MINIMUM W FROM PLATE FLUSH W/ MASONRY. <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER WEEP SCREED INSTALLED PER <br />MANUF. 4 FRC SECTION R103.12.1 <br />rL G,48LE END DETAIL AT HIF VAULT MOISTURE BARRIER <br />USP WTA20 a EA. TRUSS <br />SCALE: N.T.S. VERT. WEB (24' oc. MAX.) <br />3 <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.danscoengineenng.com <br />CA 25948 <br />o <br />0 <br />N <br />zU, <br />OLn^ <br />��Ao <br />z <br />< M^ <br />a�J� <br />�LuLL� <br />zH <br />C"a <br />�t <br />00 <br />%n� <br />zLu <br />WWCD <br />J <br />0 <br />JItr <br />U <br />Lu W <br />Lu <br />L U a- ci <br />= O V) <br />'— J <br />Q I m <br />Q O 0° <br />Q 11-- m <br />Z w u <br />Q <br />Z � <br />O <br />(/) (y) <br />U 1-o <br />IL <br />V) <br />V <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 = I08MPH), 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 AN D SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />02019 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. 1.03 /'02.11.19 <br />cis <br />coo <br />W O <br />m J <br />z 0 <br />J ui <br />QT� = U <br />W U' r 3 <br />QN SN V� <br />W w� _� r� <br />W ZD* w* <br />Z <br />Q u.i = u.i ui <br />�a: IL a_LL <br />W ❑ ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390443 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5e] <br />