Laserfiche WebLink
* - S_301_PDF PAGE 1 - 1/15/2008 1:57:57 PM <br />IMI <br />I L I <br />IKI <br />IJI <br />IHI <br />IGI <br />IFI <br />IEI <br />IDI <br />ICI <br />IBI <br />JA� . <br />I 2 <br />q ; <br />3 <br />7'-7a'1 <br />FACIA PRE-MFR WD <br />TRUSS (BO) SITE -BUILT <br />5UB-FACIA <br />24" OC DORMER <br />REF 4/5-301 <br />I CANOPY ROOF FRAMING <br />5-30 I ALE: 3/6 = 1 '-0" <br />4 1 5 6 7 8 9 10 I I 12 13 I� <br />I n' -7" FIFI r) 1/FPIF,/ <br />ml� <br />2xG <br />FRAMING @ <br />IG"OC <br />MAX <br />> <br />o <br />- <br />__j <br />w <br />- <br />u=. <br />�9 <br />0 <br />7/6' 055 <br />VAPOR <br />BARRIER <br />FIFS <br />PRE-MFR WD <br />TRUSS (BO) <br />24" OC <br />REF 4/5-301 <br />TRUSS DRID,It,!G <br />AS KEC�D BY" <br />TRUSuI,�IFR <br />SIMP50N <br />#FIG (TYP) SHINGLES.. <br />1 5# FELT <br />1 9/32' OSB <br />MET DRIP <br />EDGE <br />2x 12 HEADER REF G/5-30 1 <br />III <br />-FACIA <br />NOTE TO SUB -FACIA <br />GC/SUB-CONTRACTOP, SOFFIT <br />IT IS THE RESPONSIBILITY OF THE GC/ <br />SUB -CONTRACTOR, TO FIELD VERIFY THE ROUGH <br />O <br />OPENING W1 THE DOOR/WINDOW ASSEMBLY <br />= <br />WINDOWS SHIPPED WITH TI1E MODULAR BLDG <br />NOTIFY NABS, Inc. AS SOON AS POSSIBLE IF <br />DESIGNED ROUGH OPENING WILL NOT WORK. <br />FAILURE TO RESOLVE DESh.SN/DIIv1EN5ION5 PRIOR <br />-1N <br />TO FRAMING WILL KESULT'VV/ THE GCi <br />SUB -CONTRACTOR CORRECTING THE FRAMING <br />O <br />WTHOUT ANY EXTRA COMP"~NSAi ION, <br />I O' 4" RO <br />G 42 KO <br />I <br />SIMPSON #LSTA 1 5 <br />STRAP ON INSIDE FACE. <br />- - - - - <br />_ <br />- <br />-- <br />SHTH ON OUTSIDE TO <br />i <br />O <br />BE CONT PIECE THIS <br />3/c" ANCHOR BOLTS <br />LOCATION <br />I <br />AB @ 32" OC MAX <br />m <br />REF 5-1 CO 51HEET5 <br />FOR BALANCE OF <br />FND NOTES DIMS <br />2 <br />CANOPY SECTION <br />5-30 I <br />SCALE: <br />! ;'4" = I '-0" <br />21- 1 4" 1 3'- 14" 2'- 1 1 <br />4 )PRE-MFR WD TRUSS <br />5-301 <br />NOTE: <br />I . TRUSS TO BE DESIGNED BY PRE-FAB TRUSS SUPPLIER <br />2, WEB MEMBER LAYOUT IS FOR REFERENCE ONLY. <br />3. REF NOTES ON SHEET 5-00 1. <br />SHINGLES, BLKG AS <br />1 5# FELT REQ'D <br />1 9/32" OSB <br />7/F" OSB <br />VAPOR <br />BARRIER <br />EIFS <br />FACIA $ n <br />SUB -FACIA <br />SOFFIT <br />15 <br />16 <br />° o <br />= <br />Un��o <br />-om�-730E <br />IV <br />Lz <br />L v <br />6 <br />> L J <br />W E <br />to <br />n� <br />m m <br />q <br />Q 4] -u C 4-, Q <br />_E <br />X <br />a�zs F �z <br />PRE-MFR WD 2xG @ 24" OC MAX (TYP) <br />TRUSS (30) SITE BUILT o I <br />24" OC DORMER 2x8 RIDGE BEAM 42l u <br />REF 4/5-301 LIJ m v <br />O - O <br />2xG 5'-02" KO <br />7/6" 055 FRAMING @ <br />VAPOR 16" OC <br />BARRIER <br />EIF5 MAX A EJ W1 <br />SEALANT <br />5IMP50N #LSTA 15 <br />5TKAP ON IN51DE FACE. +. <br />SHTH ON OUTSIDE TO <br />BE CONT PIECE THIS SIDEWALK!,/ REF 5- 100 SHEETS <br />FOR BALANCE OF <br />LOCATION #3X3'-0" @ FND NOTES DIMS <br />IG"OC@ <br />SIDEWALK <br />CANOPY SECTION <br />AI F. I /411= I <br />3'-44" <br />0-42" STOREFRONT RO 3'-44" <br />5 ENTRY FRAME LAYOUT <br />:zn 1 AI E: 3/811 _ <br />6 <br />I 7 <br />8 <br />9 <br />1 <br />10 <br />�.. <br />2- 1 Gd TOE NAILED L Q O 2 <br />� m O <br />@ EA RAFTER (TYP) O o <br />U p C) 4' <br />16d NAIL @ 12" �, v 6 m a) U <br />OC (TYP) — <br />SIMPSON <br />L5U2G (TYP) s o m -Z 6' <br />.. ........ . <br />MODULAR BLDG BY v <br />BLDG MFR <br />K ` <br />2x 1 2 HEADER <br />REF G/5-301 <br />7/C11 OSB <br />VAPOR <br />DAZKIER <br />EIFS <br />NOTE TO <br />— <br />GC/SUB-CONTRACTOR <br />IT IS THE RESPONSIBILITY OF THE GC/ <br />CD <br />SUB -CONTRACTOR TO FIELD VERIFY THE <br />ROUGH OPENING W1 THE DOOR/WINDOW <br />ASSEMBLY WINDOWS SHIPPED WITH THE <br />J <br />- MODULAR BLDG * NOTIFY NABS, Inc. AS <br />SOON AS POSSIBLE IF DESIGNED ROUGH <br />V <br />3/4" ANCHOR BOLTS OPENING WILL NOT WORK. FAILURE TO <br />S S- <br />AB @ 32" OC MAX RESOLVE DESIGN/DIMENSIONS PRIOR TO <br />Ste.__ <br />FRAMING WILL RESULT W1 THE GC/ <br />O z �9 <br />SUB -CONTRACTOR CORRECTING THE <br />N O <br />Q <br />FRAMING WTH OUT ANY EXTRA <br />Z cf) 6) O <br />COMPENSATION. <br />Lp Ln v <br />m � N � <br />W 1i co m <br />SEAL <br />PRE -MFR WD <br />TRUSS (BO) <br />24" OC <br />REF 1 /S-301 <br />2xG DBL TOP <br />PLATE <br />HEADER-(3) <br />2x 1 2 W1 (2) %2° <br />FLWD SPACERS <br />(TYP) <br />2xG @ I G" OC <br />MAX <br />6 HEADER DETAIL <br />5-30 I ALE: <br />1 <br />1 IMPORTANT NOTE <br />IT 15 THE RESPONSIBILITY OF THE GC TO REVIEW AND <br />REFERENCE STRUCTURAL NOTES FOR IMPORTANT <br />INFORMATION ON 51TE PREPARATION FOR ALL <br />FOOTINGS/FOUNDATION BEFORE ANY CONCRETE IS <br />FRAMED AND POURED <br />!I 12 13 <br />m <br />onald <br />oberts 1420 W. Mockingbird Lane, Suite 540 <br />Dallas, Texas 75247 <br />Phone: (214) 637-6299 Fax: (214) 637-6997 <br />Associates, Inc. http://www.rara.net <br />Consulting Engineers <br />m <br />H <br />S EAL <br />G <br />F <br />Q <br />CQ <br />E Z <br />5D <br />L <br />0 <br />U <br />GZ <br />D <br />ct� <br />z <br />O <br />C cn <br />w <br />ISSUE DATE <br />B <br />DRAWN BY: M. TURNER <br />CHECKED BY: M. TURNER <br />PROJECT#: <br />050-07-4570 <br />SHEET TITLE: <br />A VESTIBULE DETAILS <br />SHEET. <br />5-301 <br />SHT: OF: <br />