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ACT. WALL <br />ERY <br />ERY <br />1) 05 <br />0 <br />ED <br />NON-5EARING EXT. KNEE -WALL ,4 <br />SCALE: 3/4' = 1'-0' 35.1 <br />,155 <br />REFER TO SECTION 1 <br />ON SHEET 55.1 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />TO 1/2' GAP BETWEEN <br />PLATE 4 TRUSS <br />aA10 <br />�).C. <br />) FRAME EXT. WALL <br />IPT24 -s EMERY <br />R STUD <br />)MINAL PLYWOOD OR <br />NAILED W1 ad NAILS e <br />:. BOUNDARIES, 6' O.C. <br />S, 4 12' O.C. FIELD <br />TUD5 AT IV O.C. <br />USP 5PT22 a <br />EVERY OTHER STUD <br />WEEP SCREED INSTALLED PER <br />4___MANUF. 11 FRC SECTION R103.1.2.1 <br />KO. BLOCK W/ (1) <br />05 CONT. E FILLED <br />5/8' x 10' 'J' BOLT 6 24' <br />O.G. (STAGGERED) W/ 2' <br />DIA. x 3/16' PLATE <br />WASHER (TYPICAL) <br />1 x 2 P.T. FURRING STRIP <br />MASONRY WALL (DESIGNED <br />AS CANTILEVERED) <br />NON -BEARING EXT. KNEE=LUALL f5 <br />SCALE: 3/4' = 1'-0' 55.1 <br />n"'FER TO SECTION I ON <br />EET 55.1 FOR <br />BRACING, AND TOP <br />IORD BLOCKING <br />ORMATION <br />SCISSOR TRUSS <br />x 4' RAT RUN BRACING <br />24' O.C. ON TOP OF <br />)TTOM CHORD FOR (4) <br />USS SPANS ATTACHED <br />2-16d e EACH TRUSS <br />INT <br />4' BLOCKING END NAILED <br />I(od -8 24' O.G. (MAX.) <br />LOCKING (TURNED <br />JLED TO TOP PLATE <br />NAILS <br />) FRAME EXT. WALL <br />5PT24 <br />ZY OTHER STUD <br />DS AT 16' O.C. <br />PLYWOOD OR 1/16'055 <br />sIG W/10d NAILS 's (o' O.G. <br />i 4 12' O/C FIELD. <br />>PT22 6 <br />Y OTHER STUD <br />)CK W/ (1) <br />4 FILLED <br />' 'J' BOLT <br />STAGGERED) <br />�. x 3/16' <br />ASHER (TYPICAL) <br />ZING STRIP <br />_. ,LL <br />(DESIGNEE) AS CANTILEVER) <br />N0N=5EAfRINr__-.T EXT. <NEEE-WALL <br />SCALE: 3/4' = 1'-0' <br />C <br />55.1 <br />_ 2 x 4 CROSS BRACE AT [6EE= NOTES FOR ROOF DIAF I14R.AM NAILING &f=ECIFICATIONS <br />RIDGE FASTENED AT EACH <br />JOINT W/ (2)10d x 3' USP RTIb OR EQUAL a EA. OUTLOOKER - <br />Id X <br />O <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRU55E6 �- <br />EDGES OF SHEATHING TYPICAL TOENAIL W1 (2) Ibd NAILS <br />, � H 10d xN TOP �3 PANEL BLOCKING, <br />FASTEN <br />w <br />CEILING RIDGE <br />2 x 4 PANEL BLOCKING 6 48' O.C. <br />ATTACHED W/ (2) 16d TOENAILS 2x6 P.T. SILL <br />INTO BOTTOM CHORD. INTERIOR HIP VAULT± 6:12 SLOPE—''` \� <br />CENTER AND 3:12 SLOPE SLIDES.. <br />5/0' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad <br />COOLER NAILS OR 1 114' LONG DRYWALL 6CREL16 COMPLYING WITH <br />A6TM C1002 FOR FIRST V-0' FROM END WALL 6 4' O/C TYPICAL <br />5/5' x 10' BOLT Q 24' O.C. MINIMUM 6' FROM PLATE <br />5PLICES W/ 3/16' x V DIA. PLATE WASHER <br />r__iA5LE END DETAIL AT �41f= VAULT <br />SCALE: N.T.5. <br />2x4 OUTLOOKER 6 24' <br />O.C. <br />24' MAX <br />—1/2' CDX PLYWOOD OR <br />1/16' O5B SHEATHING <br />ATTACHED W1 10d NAILS <br />-1 6' O.G. EDGES AND 12' <br />O.C. FIELD <br />—GABLE TRU55 <br />'L' BRACE TO EXTEND AT <br />LEAST 90% OF WEB LENGTH <br />(SEE TABLE ON SHEET 55) <br />10d x 3' 9 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 />MANUR 4 FRC SECTION R103.1.2.1 <br />- MOISTURE BARRIER. <br />LISP HTA20 'a EA. TRUSS <br />VERT. WEB (24' o.c. MAX.) <br />3 <br />ffa: <br />g <br />.pb4fQ dh.d3\A GKiT <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.donscoengineering.com <br />CA 25948 <br />i <br />o <br />0 <br />N <br />� <br />z LuOF- <br />z <br />"o <br />�N V)mN <br />M u' <br />Q(n J <br />w ILL <br />zHaag <br />�t'a o <br />zc~nl- <br />W <br />ZLu <br />w <br />0 <br />o <br />do- <br />U <br />w Q <br />33 <br />LuLu <br />�O <br />-<-� <br />(� d Q <br />Lu <br />z <br />Q O <br />p <br />Q ~ Q <br />zw <br />z <br />z CT <br />0U <br />M <br />CL <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 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 />02018 LEN NAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />©2018-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 />12.19.17 <br />1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 <br />1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />VERSION <br />NO. 1.01 / 06.08.18 <br />4,, <br />LL b- , <br />Q. C <br />5 R 4 CD <br />t <br />a/Y <br />CC= <br />0 <br />eV <br />b C.0 <br />0�! cv <br />Lu <br />m <br />z <br />:.i w <br />z <br />N Qv N <br />Ix =r <br />"t <br />--1 o <br />uj Lu�� _*- <br />Z QL>J =w <br />Lu ❑ <br />SHEET TITLE: <br />FRAMING CONNECTIONS <br />@ EXTERIOR WALLS <br />SHEET INFORMATION: <br />JOB NO.: 380843 <br />DATE ISSUED: 06.25.18 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />S5.1 <br />W <br />L0 <br />O <br />1 <br />04 <br />L6 <br />CN <br />N <br />L0 <br />r— <br />