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CANOPY PLAN NOTES (STEEL) <br /> A. VERIFY ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC., w/ ARCH'L. PRIOR TO CONSTRUCTION. <br /> RESOLVE DISCREPANCIES WITH ARCHITECT. <br /> B. TYPICAL ROOF DECK SHALL BE 1 1/2" x 20 GA. 8-36 DECK PER G.S.N. U.N.O. DECK H <br /> ATTACHMENT TO ROOF FRAMING, INCLUDING EDGES OF OPENINGS AND DRAG/COLLECTOR o <br /> ELEMENTS NOTED ON PLAN, SHALL BE AS FOLLOWS U.N.O. : N M <br /> o � <br /> SUPPORTS PERPEND. TO DECK SPAN: (5)PUDDLE WELDS PER SHEET x <br /> SUPPORTS PARALLEL TO DECK SPAN: PUDDLE WELDS AT 12" o.c. w C-) <br /> cv <br /> 51DE SEAM CONNECTIONS: BUTTON PUNCHES AT 12 o.c., o rn <br /> PUNCHLOK 11 NERCO DECK ONLY)AT 24" oz., o Cz X <br /> OR DELTAGRIP (ASC DECK ONLY)AT 24" o.c. <br /> L3 cn Cz o <br /> nn Q o <br /> TYP. 101 TYP. TYP STEEL COLUMN (SC) SCHEDULE QC v )M <br /> 104 2.1 105 103 O CO ti <br /> 02.1 C2.1 21 A. FOR BASE PLATE CONFIGURATION, A.R. PATTERN, AND COLUMN-TO-BASE PLATE °C o ti <br /> CONNECTION, SEE TYPICAL COLUMN BASE PLATE DETAIL 108, 0 6' <br /> w . <br /> C 15x33.9 _ <br /> a� <br /> B. STANDARD EFFECTIVE ANCHOR ROD EMBEDMENT = 6" U.N.O. EFFECTIVE EMBEDMENT <br /> 101 SPECIFIED DENOTES MIN. DISTANCE REQ'D. BETWEEN T.O. CONCRETE AND T.O. EMBEDDED <br /> 102 102 2.1 NUT U.N.O. <br /> 2.1 TYP. C, ORIENT LONG DIMENSION OF BASE PLATE PARALLEL TO WEB OF WIDE FLANGE COLUMN <br /> 102 U.N.O. <br /> 02.1 <br /> MARK SIZE BASE PLATE NOTES Store: <br /> S01 W6x15 <br /> 1/4" x 30" x 1'-0" w/ (12) 1" DIA. HEAVY HEX (2)COLUMNS PER KETTLEMAN & L. SACRAMENTO <br /> BOLTS BASE PLATE <br /> m N X m LODI, CA 95242 <br /> X X X X X X X X X X <br /> LO d) CD (D CD �' Restaurant #RC576 <br /> U <br /> P4E-HV-M SCHEME A <br /> Professional of Record: NAME <br /> 101 <br /> y FvjA <br /> 2.1 <br /> DESIGN <br /> C 15x33.9 <br /> Architectural <br /> 101 <br /> 21 Solutions Group <br /> 1 101 Central Expressway South <br /> Suite 100 <br /> Allen,TX 75013 <br /> CONTACT: EVERETT FIELDS <br /> (469) 619-1164 <br /> EFIELDS@PMDGINC.COM <br /> — � E <br /> ROOF FRAMING PLAN CANOPY STEP 1 R <br /> � bib <br /> " <br /> 0 <br /> SCALE: 1/4"=1'-0" co z <br /> Q W m 0 <br /> ¢ N <br /> LL OJQ 0 <br /> z O r <br /> �P <br /> Prototype : P4E- HV 2020-2.0 RELEASE <br /> Prototype Issue Date: 7.14.2020 <br /> Design Bulletin Updates: -- <br /> Date Issued: Bulletin Number: <br /> 1ST BLDG. SUBMITTAL <br /> 5C 1 sc l <br /> SCI SCI <br /> 1G2.1107 107 <br /> REVISIONS: <br /> C2.1 <br /> 12.22.2020 1st Building Submittal <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> SCl <br /> SCI <br /> Sheet Title: <br /> CANOPY STEP 1 <br /> SCI 501 <br /> Date: 12.07.2020 <br /> 107 IOl Project Number: 202175 <br /> C2.1 C2.1 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> O U <br /> O a0 � <br /> N <br /> O <br /> .01 Sheet Number: <br /> MRIGHT <br /> � U o <br /> FOUNDATION PLAN — CANOPY STEP 1 a) -do <br /> SCALE: 1/411=1'-O" e n g in e e r s > 2, 1- 1 . 1 S <br /> N O <br /> ~ J <br /> N K <br /> O <br /> N � <br /> co <br /> U � <br />