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HomeMy WebLinkAbout36(S -3 I Fl� STAIR SECTION 3 SCALE: 1 2 =1 -0 _ 130'-0" 'RECAST PANEL (SEE STRUCT) JOIS�' T BRG. (SEE STRUCT) JOIST BRG. 113'-55"" 2ND. FLOOR `r 100'-0" ISH FLOOR `r _ 113'- 5 " FIN. 2ND. FLOOR GUARDRAIL ANCHORAGE 3 SCALE: 172--w= �1-0 1.08'-D" TT/C 107-4" WINDOW R.O. 4' 103�'-4' WINDOW R.O. V _ 100'�-0" FINISH FLOOR 4' WALL SECTION 2 SCALE: 1 /fr=- -O (SEE STRUCT), JOIST BRIG. —12 0'0'-7' WINDOW R.O. `W —116'- 99" WINDOW R.O. 113'-5" Ah FIN. 2ND. FLOOR `r (SEE CLG. PLANS) IL FINISH CEILING 100-0" FINISH FLOOR `r GENERAL NOTES: G1. SEE ELEVATIONS AND INTERIOR FINISH PLANS FOR PAINT COLOR AND FINISH SELECTIONS G2. STUD SUPPLIER TO CERTIFY AND DESIGN METAL STUD SYSTEM TO MEET THE CRITERIA IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND TO ACOMMODATE ALL MOVEMENT AND DEFLECTION OF THE STRUCTURAL SYSTEM (SEE SHT. A441) G3. STRUCTURAL ELEMENTS ARE SHOWN FOR BASIC REFERENCE ONLY. NOT ALL STRUCTURAL ELEMENTS THAT MAY BE REQUIRED ARE SHOWN. REFER TO STRUCTURAL PLANS FOR ALL SIZES, MATERIALS, LOADS, DIMENSIONS, AND ANY OTHER REQUIRED STRUCTURAL RELATED INFORMATION, IN THE EVENT THAT STRUCTURAL REFERENCE NFORMATION APPEARING ON THIS SHEET CONFLICTS WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS, THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE. KEY NOTES: 3A SEE STRUCTURAL FOUNDATION PLANS FOR WORK BELOW FINISH FLOOR OR GRADE 3 B CONCRETE SLAB ON GRADE (SEE STRUCTURAL) 3C CONCRETE FLOOR SLAB (SEE STRUCTURAL) 3 D PRE -CAST CONCRETE WALL PANELS, 12'-0" WIDE & 10" THICK NOM. (SEE PLANS & ELEVATIONS), INSULATED. EMBEDMENT PLATES & BARS, ETC. BY P.C. SUPPLIER. SCORED AS INDICATED ON WALL SECTIONS & ELEVATIONS. PAINTED AS INDICATED ON ELEVATIONS & WALL TYPE/ FINISH PLANS 3E PRE -CAST CONC. REVEAL, 1/2" DEEP, 1-1/2" WIDE AT SURFACE, 1/2" WIDE AT BOTTOM, WITH 45' BEVELED SIDES. SEE EXTERIOR ELEVATIONS FOR VERTICAL REVEALS (SAME PROFILE AS HORIZ. REVEALS. SEE DETAIL 1/A332) 3F 8" PRECAST CONCRETE ROOF PLANKS (SEE STRUCT.) 3G SEE CIVIL FOR SITE CONCRETE OR GRADE (BY OTHERS) 3H CORE DRILL CONCRETE & SET RAIL POST IN EPDXY GROUT 3J CONCRETE STAIR LANDING (SEE STAIR DRAWINGS) 4A 5'x5' OPENING IN PRECAST - INFILL WITH 12"x12" GLASS BLOCK W/ CROSS RIBBED UNIFORM PATTERN, INSTALLED PER GLASS BLOCK MFR. RECOMMENDATIONS 46 8" STANDARD CONCRETE BLOCK (SEE STRUCTURAL FOR REINFORCING) 5A 1 5/8" METAL STUDS (PER STUD SUPPLIER) 5 B 3 5/8" METAL STUDS (PER STUD SUPPLIER) 5C 6" METAL STUDS (PER STUD SUPPLIER) 5 D 8" METAL STUDS (PER STUD SUPPLIER) 5 E METAL STUD BRACE/CONNECTION (PER STUD SUPPLIER) 5 F STEEL CHANNEL (SEE STAIR DRAWINGS) 5G STAIR TREAD & RISER; CONC. FILLED METAL PAN WITH VINYL TREADS, RISERS & BASE (SEE STAIR DRAWINGS) 5H 1-1/2"4 STEEL HANDRAIL, PAINTED 5J 1-1/2"o STEEL GUARDRAIL PAINTED 5K WELD PIPE RAIL TO TOP FLANGE OF CHANNEL 5 L STEEL COLUMN OR POST (SEE STRUCTURAL DRAWINGS) 5 M DEFLECTION CLIP (SEE DRAWING A441) 5 N BOXED STUD HEADER OR BEAM (PER STUD SUPPLIER) 5P LINTEL (SEE STRUCTURAL) ALUMINUM BRAKE METAL WITH FINISH TO MATCH 5Q ADJACENT CURTAIN WALL OR STOREFRONT FRAME 5 R STEEL TUBE (SEE STRUCTURAL) 5S ALUMINUM BRAKE METAL WITH FINISH TO MATCH ADJACENT CURTAIN WALL OR STOREFRONT FRAME 5T 8" METAL STUD JOIST (PER STUD SUPPLIER) =�W ZVUwtio r Z r(nZ O rZ 3wm Wo��N ovoi oS w W O w- r- �cn�Zo�000moW oQWoo�xo wr a w zwow wrwiv=iio�dp�d UO}WO 22f V7� UO�'OrµZµ��� �m�z W330.W z¢�COFs r o 0 oofnzao�}�� v�o� woFrr4"tea m3� W r woo Q U co.�N3viw3N��rvw=oocrioll z aoYwQu 5 a "'�� �2�Q zd aao3�vai 0d�.og 0awo [if mm Ld _J W rl U W LL J 2 = "- O a W - 6E [if mm Ld _J W 5V SS' STAIR SUPPORT POST (SEE STAIR DRAWINGS) W o J Q w z ffl-ir-sli 5U METAL CORNER BEAD\\\\\\\\\\\\�AY 5V SS' STAIR SUPPORT POST (SEE STAIR DRAWINGS) \cy)�Q 5W O STEEL 1"0 VERTICAL BALLUSTERS AT 4" O.C. MAX., 2 = "- O a W - 6E PAINTED j H- W z = 5X 2x2xl/4 STEEL ANGLE (BY STOREFRONT SUPPLIER) = =p 00 Z:z- 6A 2x TREATED WOOD NAILER m 6B 3/4" COX PLYWOOD SHEATHING 7S CONTINUOUS ALUMINUM TRACK TO ALLOW MOISTURE 7 B FULLY ADHERED SINGLE PLY HEAT WELDED THERMO- "/ / /III I 111111 \\\\\ 6L 5/8 CDX PLYWOOD SHEATHING 6D 3/4" SOLID SURFACE STOOL, EXTEND 1" BEYOND WALL o DOOR, OVERHEAD (SEE PLANS & A5xx SHEETS) LINE F=- d 6E 1/2" EXTERIOR FIBER CEMENT SHEATHING 6F PEEL & STICK 12"x12" VINYL TILE (SELECTED BY OWNER) © 2013 BALAY ARCHITECTS, INC. 7A (2) LAYERS POLYISOCYAN U RATE RIGID INSULATION (5" m 0 TOTAL THICKNESS), R-30 MIN. 7S CONTINUOUS ALUMINUM TRACK TO ALLOW MOISTURE 7 B FULLY ADHERED SINGLE PLY HEAT WELDED THERMO- WALL SECTIONS PLASTIC SHEET ROOF MEMBRANE SYSTEM (TPO) 7 C EXTEND MEMBRANE FLASHING OVER TOP OF PARAPET a 7D ROOF COPING SYSTEM, HICKMAN 'PERMASNAP', MATCH - COLOR OF ACM OFILL EXPOSED EXTERIOR TUBE WITH ON-SITE INJECTED 7U 7E ALUMINUM COMPOSITE MATERIAL (ACM) BUILDING PANEL o a 7F FLUID APPLIED MOISTURE/AIR BARRIER 7G 112" EXPANSION JOINT MATERIAL AND SEALANT c 7H FIBERGLASS BATT INSULATION WITH 6 MIL REINFORCED o z FIRE RETARDANT VAPOR BARRIER, R-19 MIN. REFER TO MECHANICAL PLANS FOR EXTENT OF HEATED 7W 7J 2" RIGID INSULATION, R-10 MIN. 7 K BACKER ROD & SEALANT c 7L TRIM FLASHING TO SEAL OPENINGS AND/OR ALLOW 7X METAL FLASHING INSTALLED ON PRECAST TO ALLOW o MOISTURE DRAINAGE AS REQUIRED (COMPONENT OF o 7M METAL PANEL SYSTEM) REVEAL IN ACM PANEL (SEE DETAIL 1/A332) z > o M 7N CONTINUOUS METAL FLASHING AS REQUIRED (SEE PLANS &A5xx SHEETS) Z O 7 P SCUPPER AND DOWNSPOUT (SEE ELEVATIONS) DOOR, OVERHEAD (SEE PLANS & A5xx SHEETS) F=- d 7Q POLYETHELENE VAPOR BARRIER m ry 0 V) w © 2013 BALAY ARCHITECTS, INC. 7R TERMINATION BAR & SEALANT COILING SECURITY DOOR. (SEE A5xx SHEETS) m 0 w 7S CONTINUOUS ALUMINUM TRACK TO ALLOW MOISTURE ALUMINUM STOREFRONT SYSTEM 4 1/2"x2" MULLIONS Y WALL SECTIONS DRAINAGE w a 7T METAL BOX SCUPPER & DOWNSPOUT (SEE SHEET A461) x OFILL EXPOSED EXTERIOR TUBE WITH ON-SITE INJECTED 7U FOAM INSULATION m 7V LINEAR METAL CEILING WITH CARRIER CHANNELS z � REFER TO MECHANICAL PLANS FOR EXTENT OF HEATED 7W SLAB AND RIGID INSULATION IN SHOWROOM U, 7X METAL FLASHING INSTALLED ON PRECAST TO ALLOW o Z o PROPER DRAINAGE OF STOREFRONT & ACM SYSTEMS z > o FINISH/COLOR TO MATCH STOREFRONT SYSTEM ~ m PRECASTER NOTE: SLOPE PRECAST 1/2" OUTSIDE OF u 3 Y STOREFRONT FRAMING (SEE DETAIL 2/A332) 7Y FIRE STOP a Q INSULATION & CAULKING TO SEAL TIGHT a � m 8ADOOR (SEE PLANS &A5xx SHEETS) 8 B DOOR, OVERHEAD (SEE PLANS & A5xx SHEETS) G C�: Lu © 2013 BALAY ARCHITECTS, INC. 8C COILING SECURITY DOOR. (SEE A5xx SHEETS) 8D ALUMINUM STOREFRONT SYSTEM 4 1/2"x2" MULLIONS WALL SECTIONS (SEE PLANS & A5xx SHEETS) ALUMINUM WINDOW SYSTEM (SEE PLANS &A5xx WALL SECTION SE SHEETS) SCALE: 1/2"=V-0" 5/8" TYPE 'X' GYPSUM BOARD (GYP. BD. ABOVE CEILING TO BE TAPED ONLY) 9B ACOUSTICAL TILE CEILING (SEE CEILING PLANS) 9C RESILIENT CHANNELS FOR GYP. BD. CEILING SUPPORT, BRACE TO STRUCTURE AS REQUIRED A330 Q Z _Q 0 Z Ld tY U rZ R 0