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D I c D2 REMOVE EXISTING A705 SHELVES L _ TOP OF SS CAP _ INSTALL NEW ONE I�I PIECE STAINLESS `N STEEL CAP. WELD AT JOINTS AND AT COLUMN WRAP. GRIND JOINTS SMOOTH. FOR FINISH TYPE REF: FINISH SCHEDULE j REFORIN FLOORING SCHEDND UASE LE \\ REMOVE EXISTING CURB AND FRAMING REF: STRUCTURAL DWGS NEW METAL DECK REF: STRUCTURAL DWGS PATCH AND REPAIR EXISTING ROOFING AS REQUIRED B EXIST METAL DECK n LOW WALL DETAIL NEW SS COLUMN WRAP BEYOND AT MEAT PREP AREA REF: DETAIL D3/A705, PROVIDE WELDED, SEAMLESS JOINTS IN LIEU OF MECHANICAL FASTENERS: STAINLESS STEEL WRAPS I SILICONE SEALANT CONT---//' FOR WALL FINISH REF: FINISH SCHEDULE TO I VERIFY STAINLESS STEEL CAP DETAIL EXISTING PT 2x12 WOOD PLATE CUT TO FIT. PROVIDE NEW IF REO'D. CONTRACTOR TO FIELD VERIFY. 1'' SS COUNTER SUNK SCREWS EXISTING COUNTER SUNK ANCHOR BOLTS FIELD VERIFY SPACING. CENTERLINE OF COLUMN 1/2'' CRIMP W/CONT WELD @ JOINT STAINLESS STEEL 26 GAUGE COLUMN WRAP TO EXTEND 4" BEYOND THE CEILING LINE IN WORK AREA AND 8'-0'' AFF IN SALES AREA WHEN EXPOSED TO PUBLIC TRAFFIC: STAINLESS STEEL COLUMN WRAP 1%2" = 1'_0" %'' GYPSUM nn Ann FULL HEIGHT '/2 x Y4 SHOE Mi TOP OF 8'-0, 2 /2'' PLY NOTE: INSTALL ON CORRIDOR, PASSAGES AND STORAGE AREA WHERE WALL TYPE 03 IS INDICATED ON PLAN (VERIFY ON SITE) PLYWOOD CAP DETAIL 311 _ 11-011 METAL FLASHING 1/2" DIA GALV STL BARS EO SPACED 4"C/C MAX Y(TYP) EXISTING TREADS VIF Y(CLR) MAX 4'-6" TYPICAL FOR 42'' RAIL HT 1�/2'' DIA GLV STL EXISTING LANDING HANDRAIL 8 GUARD RAIL IF 2'-0" SET VERT W/ EPDXY GROUT IN o MIN 9" DEEP CORE DRILL N 00 EXISTING cl- w CONCRETE STAIRS co z N V) W PAVING � CORE DRILL & SET IN EPDXY (4" DEEP MIN) CORE DRILL & SET IN EPDXY rDR GUARDIAL AND HANDRAIL DETAIL (4" DEEP MIN) �11 NOT TO SCALE F E i PRE-FAB CURB SITS ON TOP OF DECK PATCH AND REPAIR - EXISTING ROOF SYSTEM 1" 3" O E PLAN -11/2'' OD GALV STL GUARD RAIL, 1%2" OD VERT. MAX 4'-6'' OC. SET VERT W/ EPDXY GROUT IN MIN 9" DEEP CORE DRILL./2" DIA PICKET BARS EQ SPACED 4'' OC MAX. I 3" TYP EXISTING CONCRETE SLAB Li tnISTING FOOTING GUARDIAL AND HANDRAIL DETAIL NOT TO SCALE COUNTER FLASHING FASTENED WITH FASTENERS AND TEFLON WASHERS @ 16'' OC BASE PLY BASE PLY REF STRUCTURAL DWGS INSULATION FOR OPENING FRAMING METAL DECK NOTES: 1. PREPARE GRANULAR SURFACES UNDER FLASHING BY PRIMING. 2. THE CURB UNIT, COMPONENTS, AND INSTALLATION GUIDELINES ARE SUPPLIED BY THE EQUIPMENT MANUFACTURER AND SMACNA. 3. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC ACTION SHOULD BE PHYSICALLY SEPARATED. 4. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN SPECIFICATIONS SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. 5. EXIST ROOF CURB FRAMING TO REMAIN. PROVIDE NEW ROOF CURB, WHERE APPLICABLE. 6. CONTRACTOR IS TO BLEND IN NEW PLY'S INTO EXISTING ROOF FELTS, PATCH AND REPAIR EXISTING ROOF AS NEEDED C5 FAN UNIT CURB DETAIL A705 NOT TO SCALE METAL CURB SITS COUNTER FLASHING i- —NEW RIGID INSULATION SEALANT ON TOP OF FASTENED WITH TO MATCH EXISTING (2''+/- VERIFY ON SITE) SEALANT SEALANT SEALANT INTEC FLEX 190 STEEL FRAME FASTENERS AND FASTEN WASHERS SS CLAMP INTEC FLEX 190 5S CLAMP (FULLY ADHERE) @ 16" OC NEW ROOFING o WATERTIGHT UMBRELLA (FULLY ADHERE) WATERTIGHT UMBRELLA BASE PLY PATCH AND REPAIR PATCH AND REPAIR (SET IN SEALANT) BASE PLY a (SET IN SEALANT) (FULLY ADHERE) t/ EXISTING ROOF EXIST ROOFING (FULLY ADHERE) z SYSTEM AS REQUIRED METAL FLANGE (PRIME, SET IN METAL FLANGE (PRIME, SET :2E PT 2x WOOD CANT EXISTING MOSAIC, AND FASTEN) IN MASTIC, AND FASTEN) 1„ 3„ �, — BASE PLY INSULATION 4" 4" BASE PLY z BASE PLY (FULLY ADHERE / BASE PLY F (FULLY ADHERE TO BASE SHEET) - 4" 4" TO BASE SHEET) z SEALANT 11 _01, 60 X x — - - - - - - - - - - - - - - T, LAP �.,:. _ d L A LAM TYP FLASHING NON -REINFORCED - -- SBS TARGET METAL DECK NAILABLE BASE SHEET INSULATION FOR FRAMING INSULATION BUILT UP ROOFING INSULATED THIMBLE METAL DECK REF: STRUCTURAL DWGS METAL DECK MEMBRANE NAILABLE BASE SHEET EXIST METAL DECK NOTES: NOTES: PT 2x6 WOOD BLOCKING 1. PREPARE GRANULAR SURFACES UNDER FLASHING BY PRIMING. INSULATION 1, PLASTIC CEMENT AND PRIMER ARE REQUIRED WHERE MASTIC AND PRIMER ARE INDICATED. NOTES: DEMO ALL EXIST 2. ALL METAL FLASHINGS MUST BE FULLY FLANGED AND SOLDERED. 1. PLASTIC CEMENT AND PRIMER ARE REQUIRED WHERE MASTIC AND PRIMER ARE INDICATED. 2 THE CURB UNIT COMPONENTS, AND INSTALLATION GUIDELINES ARE SUPPLIED BY THE EXISTING EXISTING STEEL JOIST FRAMING REF: 3. ALL METAL COMPONENTS SHOULD BE FABRICATED ACCORDING TO THE CURRENT 2. ALL METAL COMPONENTS SHOULD BE FABRICATED ACCORDING TO THE CURRENT EQUIPMENT MANUFACTURER AND SMACNA. STRUCTURAL DWGS RECOMMENDATIONS OF THE NRCA AND SMACNA RECOMMENDATIONS OF THE NRCA AND SMACNA 3. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION SHOULD BE EXISTING METAL DECK 4. DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION 3. THE INSULATED THIMBLE SHOULD BE CONSTRUCTED ACCORDING TO THE BUILDING CODES PHYSICALLY SEPARATED. REF: SPECS SHOULD BE PHYSICALLY SEPARATED. OF REGIONAL AND LOCAL AUTHORITIES. 4. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN SPECIFICATIONS SHALL APPLY REF: STRUCT ROOF FRAMING PLAN 5. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN IN ADDITION TO THE ABOVE DRAWING. NTS SPECIFICATION SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. 4. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN SPECIFICATION SHALL APPLY 5. EXIST ROOF CURB FRAMING TO REMAIN. PROVIDE NEW ROOF CURB, WHERE APPLICABLE. NOTES: 6. CONTRACTOR IS TO BLEND NEW PLY'S INTO EXISTING ROOF FELTS, PATCH AND IN ADDITION TO THE ABOVE DRAWING. 1. CONTRACTOR IS TO BLEND NEW PLY'S INTO EXISTING ROOF FELTS PATCH AND REPAIR EXISTING ROOF AS NEEDED 5. CONTRACTOR IS TO BLEND NEW PLY'S INTO EXISTING ROOF FELTS, PATCH AND 6. CONTRACTOR IS TO BLEND IN NEW PLY'S INTO EXISTING ROOF FELTS, PATCH AND REPAIR EXISTING ROOF AS NEEDED ROOF CLOSURE DETAIL 3" = 1'-01, K SMALL PIPE PENETRATION A705 NOT TO SCALE REPAIR EXISTING ROOF AS NEEDED B3 HEAT STACK A705 NOT TO SCALE REPAIR EXISTING ROOF AS NEEDED rB4 HVAC UNIT CURB DETAIL A705 NOT TO SCALE KB5 PIPE PENETRATION DETAIL A705 NOT TO SCALE EXISTING ROOT REO'D AT NEV EXISTING JOTS' TYP 3/16 REF: MECHANICAL DWGS DETAIL OF DUCTWORK BF �/2"0 A36 THREADED ROE 3%" , 20 GA METAL STU (TYP OF 4 SIDES) CEILING_ HEIGHT_ _ _ _ REF: FINISH SCHEDULE SS CLOSURE ANGLE TO RECEIVE CEILING AT FRC AND SIDES AS REQUIRED 18 GAUGE SS CLOSURE F TOP OF HOOD TO COLIN FURNISHED BY PUBLIX At INSTALLED BY CONTRACT HANGER BRACKETS BY H MANUFACTURER POT WASHER HOOD REF: MECHANICAL & STRUCTURAL DRAWINGS 70R FAN AND CURB DETAILS L3x3x%'' SPAN BETWEEN MIN OF (2) JOISTS TACK WELD NUT TO ANGLE (TYP) EXISTING WALL %8"O U-BOLT AT EACH END (TYP) TAINLESS STEEL LOSURE AT WALLS BOT OF HOOD_ _ _ _ _ 71_1011 18 GA. SHEET METAL ROOF CURB 1" RIGID INSULATION ROOF OPENING (MAXIMUM SPAN = 30 INCHES) NOTE: ALL HARDWARE SHALL BE GALVANIZED STEEL. _A51 EXISTING ROOF CURB COVER DETAIL 2x16, 16 GAUGE, 'C' TYPE Sverdrup SVERL)R UP FACILITIES, INC. Florida Corporate License #AA C001291 5750 Major Boulevard, Suite 500, Orlando, Florida 32819-7946 (407) 903-5001 Fax (407) 903-5150 ARCHITECT OF RECORD NAME: FLOYD WILSON McCOLLUM, JR., AIA REGISTRATION: FLORIDA REG #AR0016162 Seal Revision: Date: By: Description: • x Ca •� !- i.i a) D N = C Cr `n CO 00 2-7cc i Cn W 0 J 1-1- I w DC C] w (D o z 00 � �� LLLL Owg� Y a��- w Ir W o w Z O><C�C C� m J Co w_ U o �OcNw O U U_ O m w � CnH1�N Key Plan: Scales: METAL STUDS ABUTTING 0 3" 6" 1' #14 x 1%2" S.S. AND S.S 0 6" 1' 2' FENDER WASHER 10" ON CENTER. (AT LEAST TWO 1%2" = 1'-0" PER SIDE) 0 6" 1' 2' 3' SEAL WEATHER 1" = 1'-0" AND WATER TIGHT 0 1' 2' 4' 6' ROOF DECK A A Sverdrup Project No.: 22196390 Drawing Title: SECTIONS AND DETAILS Date: 03/19/99 Designed By: JTR Drawing No.: Drawn By: JTR Checked By. FWM A705 22-MRR-1999 17007 hewittme peA22196390\700cadd\701arch\390a705w.dgn I/2 11 _ 1 I_ 0 1 1 A705 / NOT TO SCALE