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PRE -ENGINEERED <br />METAL TRUSS - <br />12 <br />I <br />18 <br />23/32" A.P.A. RAT <br />D, <br />EXPOSURE "1" TYI=E <br />PLYWOOD SHEAT <br />ING <br />CONN TO TRUSSES <br />W/ #10 <br />TEK SCREWS EVE, <br />YWHERE. <br />12 <br />roll iBGA METAL 5 <br />TRACK CONN TO EroID <br />TRUSSES WITH (3) TYP 1/lro ;g' <br />#lID TEK SCREWS <br />EVERY TRUSS. <br />5/ TRUSS <br />REF ARCH PT I <br />(1) 010 TEK <br />SCREWS ON <br />EACH SIDE <br />CTYP) <br />JST 5RG EL <br />SEE PLAN <br />(4) 4110 TEK SCREWS s + <br />EA. MS TO MS CONN <br />(T'T'P THROUGHOUT + + <br />THIS PROJECT). / <br />"-18GA M5 <br />24" OC <br />C TYP I GAL ) <br />+ +i <br />+ +I <br />CONT L 3X3X18GA TYP <br />+ 4- <br />T/ STOREFRONT + + <br />REF ARCH <br />.WAAAto] <br />S303 <br />T/ PARAPET FMG <br />REF ARCH <br />2 <br />REF 5303 i <br />+ + + + I <br />+ + + + <br />Y4" PER 1'-0" SLOPE <br />GLAZING BY <br />OTHERS <br />B/TRUSS <br />REF ARCH <br />REF 5303 <br />+ ++ <br />5 O SOFFIT I ++ I i <br />+ +I +� I+ +I <br />REF ARCH <br />STL BEAM, <br />SEE PLAN <br />04W <br />CONT L 3X3X18GA <br />TYP <br />WT2Bx8 5ETWEEN <br />JOIST SEAT <br />1/0 2 ea <br />UPLIFT <br />BRDG <br />STL 5EAM, <br />SEE PLAN KCS STL <br />-L2X2X3/16 6 EVERY JOIST JOIST, <br />SEE PLAN <br />-L3X3X1roGA CLIP CONN TO <br />STEEL W/ (2) 0.145"4, P.A.F. <br />-SEE ARCH. DWGS FOR <br />ADDITIONAL FRAMING TO <br />PROVIDE NECESSARY <br />FIRE RATING. <br />STL BEAM 4 <br />CHANNEL SEE <br />PLAN <br />STOREFRONT <br />5Y OTHERS <br />roll-1r®GA MS <br />e 24" OC <br />PRE -ENG INEERED <br />METAL TRUSS <br />ON VERTICAL SURFACES <br />PROVIDE 15/3211 A.P.A. RATED <br />EXP05URE "1" TYPE <br />PLYWOOD SHEATHING CONN <br />TO TRUSSES W/ 418 TEK <br />SCREWS 6 ro" OC EVERY <br />WHERE. <br />-------------- <br />�� <br />/ <br />SEE ROOF FRAMING <br />NOTE #1 ON 5103 FOR \\ <br />SIDELAP FASTENER \ <br />REQUIREMENTS TYP \\ <br />/ <br />(2)'010 TEK SCREWS EACH SIDE. \\ <br />/ <br />/ <br />CONT METAL TRACK CONN TO \ <br />TYP <br />H65 W/ (2) 0.145"0 P.A.F. 'a 24" CC. <br />I 3/lro <br />I <br />I <br />I <br />I-- <br />j3/16 <br />2�12 j <br />I <br />I <br />\\\ <br />CONT HSS 4X2X3/1ro <br />CONT L2x2x3/1roxGONT % <br />EA DE <br />\ <br />/ <br />\\ <br />CONT L4x4xl/4 <br />\ <br />COPE VERT LEG / <br />NECESSARY---�% <br />----------AS <br />METAL DECK, <br />SEE FMG PLAN <br />REF <br />/ SEE ROOF FRAMING <br />NOTE #1 ON 5103 FOR \\ <br />/ SIDELAP FASTENER \ <br />j REQUIREMENTS TYP \\ <br />/ (2) 010 TEK SCREWS EACH SIDE. \\ <br />+ + + + SEE ARCH. j CONT METAL TRACK CONN TO \� <br />I + + I I + + DWGS FOR P TYP 3/lro I HS5 W/ C2) ID.145"� P.A.F. 24" OC. I <br />ADDITIONAL P <br />FRAMING TO I I <br />+ + PROVIDE I 3/lro 21 12 I <br />NECESSARY I P <br />FIRE RATING.1 P <br />1H,1 <br />+ + + \ / <br />T/ STOREFRONT + + I + \\ CONT HSS 4X2X3/1ro —CONT L2x2x3/1iI)NT j <br />REF ARCH \e EA SIDE <br />STL BEAM 4 \\ CONT L4x4x1/4 <br />STOREFRONT <br />5Y ®TREKS CHANNEL SEE COPE VERT LEG / <br />PLAN �� AS NECESSARY <br />T/ PARAPET FRAMING <br />REF ARCH <br />+ + + + <br />+ + + + <br />10 GA fiE CONN MS TO TRUSS <br />AT TOP 4 BOTTOM, AND AT <br />ALL INTERMEDIATE BREAK <br />LOCATIONS. <br />r <br />GLAZING 5Y <br />OTHERS <br />REF 1 <br />5303 <br />ro'I-10 GA MS 6 24" CC. <br />PROVIDE MS AT SAME <br />LOCATION AS TRUSSES.-- <br />5/ TRUSS <br />REF ARCH <br />JST 5RG EL <br />SEE PLAN <br />Y4" PER 1'-0" SLOPE <br />++++ REF 1 <br />� 3 <br />JOIST 5 AT BETWEEN <br />+ + <br />i+ + <br />I <br />+ <br />+ + <br />+ + <br />METAL STUD <br />MID -SPAN <br />REF <br />+ +I I+ I + <br />I II <br />+ +I I+ I + <br />+ +i + <br />T/ STOREFRONT + + I + <br />REF ARCH <br />STOREFRONT i <br />5Y OTHERS <br />0'_2� SECTION FRONT CANOPY <br />S303 <br />ro" 18GA METAL <br />TRACK CONN TO <br />TRUSSES WITH (3) <br />010 TEK SCREWS <br />6 EVERY TRUSS. - <br />T/50ND BM <br />%SEE PLAN <br />(1) *10 TEK <br />SCREWS ON <br />EACH SIDE <br />CTYP) <br />23/32" A.P.A. RATED, <br />EXPOSURE "1" TYPE <br />PLYWOOD SHEATHING <br />CONN TO TRUSSES W/ #iID <br />TEK SCREWS EVERYWHERE. <br />I <br />12 <br />5 <br />1/S l/ 2 os8 <br />- PRE-ENGINEERED <br />METAL TRU55 <br />METAL DECK, <br />SEE FMG PLAN <br />UPL IFT <br />5RDG <br />REF 1 <br />.5303 <br />5TL SEAM, <br />SEE PLAN STL JOIST <br />1 SEE PLAN <br />REF 5303 <br />-------- ---------------- <br />SEE ARCH. / SEE ROOF FRAMING <br />DWGS FOR % NOTE 01 ON 5103 FOR \\ <br />ADDITIONAL SIDELAP FASTENER \ <br />FRAMING TO / REQUIREMENTS TYP \\ <br />PROVIDE (2) #10 TEK SCREWS EACH SIDE. \ <br />NECESSARY / \ <br />FIRE RATING. / CONT METAL TRACK CONN TO \ <br />/ TYP HSS W/ (2) 0.145"0 P-A-F- s 24" CC. I <br />� I 3/1ro I <br />REF 5303 1 1 <br />I 3/lro 2�12 <br />II / <br />1 / <br />-STL BEAM 4 \\\ CONT HSS 4X2X3/iro \—CONT L2x2x3/1II)NT % <br />CHANNEL SEE \ EA SIDE / <br />PLAN \\ CONT L4x4xl/4 <br />�\ COPE VERT LEG <br />AS NECESSARY <br />------------------------------- <br />PRE -ENGINEERED <br />METAL TRU55 <br />12 <br />REF 1 <br />5303 <br />METAL DECK, <br />SEE FMG PLAN <br />SIDE INTO 3 5/8" <br />la �— 552, SEE FMG <br />10GA TRACK. <br />D IT ONAL <br />A® <br />PLAN <br />ST E <br />PLAN <br />(4) 1*10 TEK SCREWS 6 <br />+ <br />EA. MS TO MS CONN <br />(TYP THROUGHOUT <br />I <br />THIS PROJECT). <br />roll-1SGA Ms <br />i <br />/ <br />(Z) 010 TEK SCREWS EACH SIDE. \\ <br />' <br />e 24 OC <br />i <br />(TYPICAL) <br />CONT METAL TRACK <br />\I <br />° <br />-1 / tYP <br />' <br />CONN TO HS5 W/ (2) <br />I <br />I 3/1ro <br />0.145"4, P.A.F. e 24" CC. <br />CONT L 3X3X18GA TYP <br />W <br />cn <br />i <br />/A <br />+ + <br />l <br />m <br />l <br />i <br />rk T/ STOREFRONT <br />U I <br />I <br />REF ARCH <br />I <br />TRUCTURAL ENGINEERS <br />(2) ROWS OF 3/1ro "OXI 3/4" <br />\ <br />\ <br />PRECAST SEAM CP5) <br />CONT L2x2x3/1II)Nt <br />i <br />: 407 o Boca Raton <br />/ P:4o7.645.34z3 <br />tAPCONS 24" OC <br />\ 3/lro 2�S <br />SECTION 4A/5303 \ <br />EA SIDE <br />/ F:407.645.3790 <br />/ <br />STOREFRONT <br />SEE SCHEDULE \ CONT HSs 4X2X3/lro <br />1912 Boothe Circle Suite 100 <br />/ Longwood, FL32750 <br />5Y OTHERS <br />e <br />TYP <br />2 108 <br />/ bbmstructuraLcom <br />\\ <br />EB5343 <br />Bora Erbilen P.E. #55996 <br />SECTI <br />SIDE <br />\ <br />Y <br />ENGINEER HEREBY EXPRESSLY RESERVES HIS <br />/ COMMON RE COPYRIGHT AND OTHER PROPERTY <br />/ DRA 91 GSSA N THESE NOT TOPLANS. REPRODUCS GIN ANDGED, <br />/ OR COPIED IN ANY FORM OR MANNER WHATSOEVER <br />®-----------------------------� WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN <br />PERMISSION AND CONSENT OF "BURTON BRASWELL <br />MI DDLEBROOKS ASSOCIATES', NOR ARE THEY TO BE <br />ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING <br />SAID WRITTEN PERMISSION AND CONSENT, <br />N <br />A� <br />VJ <br />� <br />O <br />A <br />5 <br />�9 <br />y <br />00 <br />00 <br />w <br />U <br />'-" <br />b <br />c� <br />w <br />a0 E <br />o <br />d® O <br />� <br />3 <br />V <br />0 <br />CL <br />V <br />m c a_o <br />UJ� <br />S_ co cMM C <br />(D co <br />co m <br />a <br />z <br />a) <br />0') <br />z <br />U <br />U) <br />c <br />0 <br />E <br />E <br />0 <br />V <br />L <br />J <br />N u- c <br />Cn <br />M D O <br />0s_rzv <br />>, o <br />U) Q. <br />LU <br />o <br />mYN11 <br />a <br />z <br />0 <br />U <br />w <br />CJ, <br />Z <br />0 <br />1� <br />UL. <br />WNN <br />w 0 J <br />f <br />� _ V S <br />j) w <br />w <br />® <br />v <br />z <br />LIJ co <br />LO <br />w Pt <br />� w <br />OL <br />m <br />0 <br />C <br />0 <br />cn <br />E <br />E <br />a) <br />a <br />w <br />2 <br />Q <br />w <br />J <br />w <br />O <br />z <br />m <br />o <br />Lu <br />o <br />0 <br />LU <br />v <br />Q <br />U_ <br />m <br />O <br />r <br />0 <br />U <br />�O3 <br />File=F: 2007 07146 707146_TECH 07146_SDWGS 07146_Sdwgs RETAIL B 07146_S303.dwq Tab=S303 Date Time= Apr 07, 2008 — 1:31pm Plot by feid <br />