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A" <br />C-D C-C T C-A.4 TC-A.2 rC-A.lC-A <br />24'-0" <br />I 3T-9Y" I 47'-3Y" 16-3%" I 10'-0" 1 -0" <br />10 <br />N 6' ^,1 O <br />i ® .I <br />li< M <br />PB1 �, PB1 <br />I <br />RB1 � RBI <br />LB1 L1A LB1 JOIST BRG. _ — <br />o,� — m ao m 16-8"A.F.F. C-0.5 <br />DC1 a <br />op <br />I N J2 <br />CN <br />m <br />C-0.9 P61 � PB1 �, WE D DC3 C-0.9 <br />RB1 RB1 � � 0 DC2 <br />_ _ LB1 LB1 I B8 _ v <br />C-1 16-0"A.F.F. DC DC3 — C-1 <br />a m DC1— , C1 DC2 --DC2 <br />U - <br />S502_4 S502-5 <br />1 - � <br />C NIT. DC1 W DC2 <br />by <br />N <br />r-- <br />I I <br />PB7 <br />RB1a�m <br />up o o LB1 L1A STEEL B CING; <br />r I I REF. ETAIL <br />_ ._......_ — F3 m <br />m L-- — <br />S005-7 R OF HAT — S502-22 — C-1.6 <br />1 3 J4 <br />JII <br />aim �m <br />02 <br />N <br />C-2 — — — G3 G2 R1 R1 D G3 — — — C-2 <br />R1 R1 <br />RTU LO ATIONS RE SHO N FOR RE ERENCE S502-2 <br />AND CC ORDINAT ON ONLY. RTU'S ROOF CURBS <br />WILL 6 PROVIDE D AS PAR OF THE F UTURE <br />TENAN BUILD OtIT. REF. ENANT BU LD OUT <br />`D "'' DRAWINGS FOR VIEIGHTSO BE ADD D TO <br />c <br />`' JOISTS (MIN. DES GIN WEIG T TO BE 0 LBS), <br />4 <br />TYP. <br />J4 S004-14 <br />I <br />0 <br />C-3 — — — G3 R1 D G1 D R1 G3 — — — C-3 <br />00 9 S502-3 <br />ROOF LINE OF ADJACENT <br />BUILDING "B"; REF. BLDG. <br />"B" TO PLANS <br />J4 <br />ROOF LINE OF ADJACE T <br />io cc BUILDING "D"; REF. BL <br />Lo cn CM <br />PLANS <br />i <br />I <br />I <br />i <br />I N <br />cn cn <br />C-4 — — — B12 D B13 D B12 — — C-4 <br />— — S502-12 S502-4 <br />I I i S004-12 <br />S303-2 L — — J3 — <br />M <br />c� u? <br />N <br />O O O O) N <br />m m m m <br />J5 J5 <br />M <br />WEL HSS/PLAT END TO S502-23 N WELD HSS/PLATE END TO <br />C-4.6 N — EMBE PLATE; F. DETAIL B6 B7 B6 o EMBED LATE; REF DETAIL <br />n 0 0 T-4 <br />C-4.7 — N — — �L <br />C <br />A. <br />0 0 N T-3 <br />C3-- — ---DC3 J2 <br />— — — — — — — — — — — — — — — — — — — — — — — — — <br />DC3 --DC3 m m DC --DC3 S502-21 <br />0 <br />C-4 9 f CON ;Cl ! C2 CO T. DC1 / C2 — o Eo <br />a Uo °°oDC * * * * DC1 DC2 S 2-9 �— C2 DC1 * * * * * * * DC10 m m m <br />JOIST BRG <br />C-5 PB2 PB2 B11 D B6 D B11 DPB2 PB2 a J <br />R1131 RB1 S502-7 — T-2 <br />LB1 L61 RB1 RB1 0 0 <br />S502-8 LB1 LB1 ' <br />CV <br />0 <br />N $ S502-6 N 0 O — T-1 <br />ICD cn cn <br />�� licn <br />I <br />G6_ <br />— — — — — D D D D I <br />* DENOTES L2.5X2.5XJ AT EACH JOIST LOCATION I I I I I I / '-6' '-10" <br />ALONG STORE FRONT WALL; REF. TO DETAIL N I : , N < " <br />S502-1 FOR MORE INFORMATION (` 0 0 16� <br />cn cn cn <br />33'-6" 4'_3Y�� 6'-4Y° 6'-0" 5'4' 5'4' 9-4„ 6'_0�' 8'-10%" 1; ' 38'-6" T-D T-C T-B T-A <br />oe <br />37'-8Y" I I I I 4'-wY" I I 40'-33/8" <br />125'-4" <br />nC- C-C1 C-C C-B.8 C-B.7 C-B.6 (CC-B.5 C-B.3 C B.2 -C-B C-A.9 C-A <br />RO®F FRAMING PLAN <br />SCALE: 118 4-0" <br />REF: <br />"nw <br />T- <br />1 1/2" DEEP 22-GAUGE (WR) PAINTED DECK, MINIMUM (I=0.169 IN4/FT. SP=0.186 IN3 /FT. SN=0.1921N3/FT). <br />FASTEN USING (7) 5/8" PUDDLE WELDS AT EACH SUPPORT PER 36"WIDTH [ 36/71, (7) #10 TEK SCREWS AT <br />MIDSPAN OF SIDELAPS, AND 5l8" PUDDLE WELDS AT 6°' O.C. ALONG EDGES. <br />TaFAMCJST <br />T.O.S. <br />MARK <br />DESIGNATION <br />NOTES <br />B1 <br />W10X22 <br />DECK <br />BRG. <br />B2 <br />W16X26 <br />14'-5 3/411 <br />TOWER STEEL LOWER FRAMING <br />A.F.F. <br />B3 <br />W16X26 <br />� F � <br />TRUSS BRG. <br />B4 <br />W16X26 <br />23-2 <br />TOWER INTERMEDIATE STEEL FRAMING <br />A.F,F. <br />B5 <br />W16X26 <br />32-0 <br />TOWER HIGH STEEL FRAMING <br />A.F.F. <br />B6 <br />W16X26 <br />JST <br />BRG. <br />B7 <br />W18X40 <br />JST <br />BRG. <br />68 <br />W21X44 <br />JST <br />BRG. <br />B9 <br />W21X44 <br />DECK <br />BRG. <br />B10 <br />W21X57 <br />DECK <br />BRG. <br />JST <br />B11 <br />W24X55 <br />BRG. <br />B12 <br />W27X84 <br />JST <br />BRG. <br />613 <br />W30X108 1 <br />BRG. <br />B14 <br />HSS4X4X1/4 <br />A F <br />STORE FRONT ENTRY VESTIBULE <br />B15 <br />HSS6X6X1/4 <br />10-6 <br />STORE FRONT WIND GIRT <br />B16 <br />HSS6X6X1/4 <br />124 <br />STORE FRONT STEEL LOWER FRAMING <br />A.F.F. <br />_InI_,QT-q v zl, <br />MARK <br />Ti <br />DESIGNATION <br />MAX <br />SPACING <br />BRIDGING &BRACING <br />J1 <br />HSS2.5X2.5X114 <br />5'-0" <br />J2 <br />10K1 <br />5'-0" <br />-1 ROW STD. BRIDGING &BRACING <br />J3 <br />16K2 <br />5-0" <br />-2 ROW STD. BRIDGING &BRACING <br />J4 <br />22K6 <br />5'-0" <br />-3 ROW STD. BRIDGING &BRACING <br />J5 <br />22KCS4 <br />5'-0" <br />-4 ROW STD. BRIDGING &BRACING <br />1 <br />IQ rnl I InnNc <br />BASE <br />MARK <br />DESIGNATION <br />PLATE <br />NOTES <br />SC1 <br />HSS6X6X114 <br />NIA <br />STUB COL.; REF. DETAILS <br />SC2 <br />HS0014 <br />NIA <br />STUB COL.; REF. DETAILS <br />RnNn RFAM4 <br />r. <br />MARK <br />SIZE <br />HORZ. <br />REINF. <br />VERT. <br />REINF. <br />NOTES <br />BB1A <br />61XS" <br />(1) #5 REBAR <br />REF: PLANS <br />BB1B <br />8"X8" <br />(2) #5 REBAR <br />REF: PLANS <br />B15213 <br />8" X 16" <br />#5 REBAR 2B/2T <br />REF: PLANS <br />FNFRAI NnTFC <br />IRDE IL <br />-ALL LOADS GIVEN ARE ASD <br />-JST. ENGINEER TO DESIGN FOR ADDITIONAL LOADS PRESENTED HEREIN. <br />-REF: SECTIONS /DETAILS AS REQUIRED FOR ADDED JST. BRACING AND ASSOCIATED LOADING. <br />-POSITION ALL RTUS ON SPECIAL JST.S AS SHOWN, BTW. BRIDGING AND BRACING FOR REQUIRED <br />CLEARANCES <br />-A MIN. OF A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED NEAR THE FIRST BOTTOM <br />CHORD PANEL POINTS @ EA. END OF ALL JST. (TYP. UPLIFT BRIDGING) <br />-REF. JOIST AND GIRDER GENERAL INFORMATION FOR ADDITIONAL MINIMUM REQUIREMENTS <br />-DIAGONAL OR K-BRACE MEMBER "UP" � <br />-DIAGONAL OR K-BRACE MEMBER "DOWN" ---7 <br />ON CENTER <br />MARK <br />SIZE <br />FASTENER SPACING <br />NOTES <br />DC1 <br />L4X4X114" <br />24" O.C. <br />@MASONRY <br />DC2 <br />11-44114" <br />REF: 5005-10 <br />@STL• <br />DC3 <br />1-30114" <br />REF: 5005-8 <br />@STL. <br />MARK <br />DESIGNATION <br />JOIST BEARING <br />NOTES <br />G1 <br />44G11N8.OK <br />REF. PLANS <br />Q <br />G2 <br />36G11N8.OK <br />REF. PLANS <br />G3 <br />36G8N8.OK <br />REF. PLANS <br />AnNll RFAAA I n('.ATInNC I I n N <br />MARK <br />BOND <br />BEAM <br />ELEVATION <br />LB1 <br />661A <br />TOP @ 9'-4" A.F.F. <br />RB1 <br />B132B <br />TOP OF ROOF BRG., TYP. <br />(STEP AS REQ, G.C. COORDINATE) <br />PB1 <br />BB113 <br />TOP OF PARAPET/MAS. <br />(20-0 A.F.F.) <br />PB2 <br />BB2g <br />TOP OF PARAPET/ MAS. <br />(20-0 A.F.F.) <br />1 INTFI <br />F <br />III14K DEAD LOAD <br />I <br />GPM11Lei ►IL10 kf79 <br />1+ <br />MARK <br />SIZE <br />HORZ. <br />REINF. <br />VERT. <br />REINF. <br />NOTES <br />L1A <br />8"X8" <br />(1) #5 REBAR <br />REF: PLANS <br />8" MIN. END BRG., PRECAST BASE <br />L1B <br />8"X8" <br />(2) #5 REBAR <br />REF: PLANS <br />8" MIN. END BRG., PRECAST BASE <br />1_213 <br />8" X 16" <br />#5 REBAR 2B/2T <br />REF: PLANS <br />8" MIN. END BRG., PRECAST BASE <br />1_313 <br />8"X24" <br />#5 REBAR 2B/2T <br />REF: PLANS <br />8" MIN. END BRG., PRECAST BASE <br />L4113 <br />8"X32" <br />#5 REBAR 2113/2T <br />REF: PLANS <br />8" MIN. END BRG., PRECAST BASE <br />MARK <br />DESIGNATION <br />FROM <br />TO <br />NOTES <br />BR1 <br />HSS6X6X1/4" <br />WF BEAM ! <br />HSS COL. <br />WF BEAM <br />CENTER <br />K-BRACING <br />BR2 <br />HSS5X5X1/4" <br />WF BEAM <br />CENTER <br />WF BEAM <br />CENTER <br />HORIZONTAL -BRACING <br />0 <br />o <br />0 <br />tH <br />M ~ <br />O <br />N <br />d 6 <br />I <br />U <br />W <br />C <br />U_jM <br />V M a) <br />z <br />�L 0) > <br />w <br />� M I— (n <br />J <br />C�CD <br />to <br />U <br />L <br />M <br />N� <br />cu���LL <br />W <br />U�o <br />o,�I :c ULL <br />VJ� L <br />8 <br />U <br />31 <br />cn Q- to <br />mYNa <br />a <br />� <br />0 <br />�o <br />V 4� <br />W iL <br />J <br />mco <br />z <br />o <br />z <br />can <br />g <br />�= <br />w <br />w <br />al <br />ml <br />0I <br />O <br />O <br />N <br />W <br />c; <br />tt") <br />US <br />Q <br />of <br />OI <br />OI <br />co <br />coco <br />W <br />O <br />0 <br />O <br />Z <br />O <br />O <br />LLI <br />N <br />W <br />N <br />C <br />Z <br />� <br />w <br />� <br />m <br />S103 <br />I <br />