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5CI55OR TRU55 <br />REFER TO SECTION I <br />ON SHEET 55.1 FOR <br />X-5RACING, AND TOP <br />CHORD 5LOCKING <br />INFORMATION <br />ch� <br />1/4' TO 1/2' GAP 5ETWEEN <br />TOP PLATE 4 TRU55 <br />CD <br />CD <br />__j <br />U5P HGAIO <br />48' O.C. <br />ci__ <br />KT. WALL I I III ['-*I I ` WOOD FRAME EXT. WALL <br />ERY U6P 5PT24 @EVERY <br />OTHER STUD <br />1/2'NOMINAL PLYWOOD OR <br />0.5-5. NAILED W1 86 NAILS a <br />4' O.C. 5OUNDARIE5, (o' O.C. <br />EDGES, 4 12' O.C. FIELD <br />,, O.C. I III — 2x8 STUDS AT 16' O.C. <br />ERY <br />I)s <br />m <br />ED <br />N0N=5EAfR1Nr__-; EXT. <NEE -WALL 4 <br />5CALE: 3/4' = 1'-0' 65.1 <br />mt-- <br />r-=:m IL/ ur_I- I IL/114 I L1.1111 <br />EET 6r2.1 FOR <br />5RACING, AND TOP <br />ORD 5LOC<ING <br />ORMATION <br />6CI55OR TRUSS <br />RAT RUN 5RAC;ING -a <br />O.C. ON TOP OF <br />)TTOM CHORD FOR (4) <br />J66 SPANS ATTACHED <br />2-16d tv EACH T"S <br />INT <br />3LOCKING ENE) NAILED <br />I(od 6 24' O.C. (MAX.) <br />�KING (TURNED <br />[LED TO TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />�PT24 <br />I <br />ZY OTHER STUD <br />)S AT 16' O.C. <br />PLYWOOD OR 111(o'055 <br />4G W/10d NAILSs (o' O.C. <br />4 12' O.C. FIELD. <br />PT22 6 <br />'r OTHER STUD <br />)CK W1 (1) <br />. 4 FILLED <br />'J' 5OLT 6 <br />STAGGERED) <br />,. x 3/16, <br />ASHER (TYPICAL) <br />� STRIP <br />LL <br />(DESIGNEE) AS CANTILEVER)' <br />NON-EIEAfR)ING EXT. KNEE -WALL <br />SCALE. 3/4' = V-0' <br />C <br />55J <br />2x4 CRO55 5RACE AT r5EE NOTES FOR ROOF IDIAf=HRAM NAILING 6f=ECIFICATIONS <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2) 10d x 3' USP RTI& OR EQUAL -8 EA. OUTLOOKER <br />X 0 <br />0 <br />TOP CORD 5LOCKING FOR FIRST FOUR ROWS OF TRUSSES <br />EDGES OF SHEATHING TYPICAL TOENAIL W1 (2) I(od NAILS <br />2x4 'T' ON TOP OF PANEL 5LOCKING, <br />FASTEN WITH 10d x 3' 6 4' O.C. <br />0 0 <br />CEILING RIDGE <br />2x4 PANEL 5LOCKING 6 48' O.C. <br />ATTACHED W1 (2) I(od TOENAILS <br />INTO 50TTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE' zxfo T-J. 01" <br />CENTER AND 3.12 -SLOPE 5LIDES. <br />E)/8' OR 1/2' CEILING IDENSE GYPSUM WALL 50ARD FASTENED WITH 8cd] X_ <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH <br />A5TM 01002 FOR FIRST 6-0' FROM END WALL 6 4' O.C. TYPICAL <br />5/8' x 10' 5OLT tv 24' O.C. MINIMUM (o' FROM PLATE <br />SPLICES W1 311(o' x 2' DIA. PLATE WASHER <br />(�GzAE3LE ENF,) IDETAL AT HIF VAULT <br />SCALE: N.T.S. <br />2x4 OUTLOOKER 6 24' <br />O.C. <br />24' MAX <br />—1/2' CDX PLYWOOD OR <br />1116' 0.55 SHEATHING <br />ATTACHED W1 10d NAILS <br />6 (o' O.C. EDGES AND 12' <br />O.C. FIELD <br />—GABLE TRUSS <br />V 5RACE TO EXTEND AT <br />LEAST 90% OF WE5 LENGTH <br />(SEE TA15LE ON SHEET 5!5) <br />10d x 3119 31 O.C. <br />THROUGH CHORD INTO <br />2' x (o' P.T. PLATE <br />—PLACE SHEATHING <br />FLUSH W1 MASONRY. <br />—WEEP SCREED INSTALLED PER <br />MANUP. 4 FRG SECTION R103.12.1 <br />-MOISTURE BARRIER. <br />USP HTA20 is EA TRUSS <br />VERT. WE5 (24' o.c. MAX.) <br />................... <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Floiicla 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />C:) <br />0 <br />rq <br />z UJI <br />0 <br />L4 <br />�: ( 8, cc <br />zC3 <br />i -: DD <br />ul M N <br />< (n ro Ln <br />(LnLj U-j <br />Q'�t <br />V-7 Z <br />00 <br />< t; < <br />w <br />z <br />Z w <br />Lu 3: <br />_j <br />C) <br />0 <br />tD <br />C) <br />CL <br />x <br />V) Lu < <br />Lu <br />Lij CL <br />]�E 2: <br />C:) __j <br />V) qt < <br />IL <br />0 <br />V) U-1 <br />z <br />0 <br />r) <br />0 < <br />u <br />z Lu <br />< z (y) <br />z 0- <br />CID <br />0 LO <br />0 (y) <br />CL <br />V) <br />TO THE BEST OF THE ENG NEER'S <br />it <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 = 1 OBMPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />CM19 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUTWRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />020 T 9 - 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 CONNECTIO <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 <br />�jJ <br />Me <br />d <br />LU <br />z 0 <br />ww <br />ul 3 Z <br />LO 04 <br />It <br />< 04 <br />04 <br />'> <br />E3 a <br />uj w Cf) ±10 00 <br />:�E <br />Lu =:) * * * <br />z ::E . >_ w <br />" <br />a < U� Ld uj <br />V) 0- a, a: <br />z <br />Lu E:1 E] 19 <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 390221 <br />DATE ISSUED: 02.20.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />-0 <br />-0 <br />