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HomeMy WebLinkAbout5380 - Architectural Store RevisionPart-1A101 1 SIM 0 1 A101 SIM 1 A101 SIM 1 View Name 1/8" = 1'-0" A101 1 Ref1Ref 1Ref 1 RefA101 1 Ref1 Ref 1 Ref 1 RefName Elevation Room name B33 11 V1 TH CT2 BLOCKING TAG KEYNOTE DOOR NUMBER EQUIPMENT TAG EXTERIOR FINISH TAG INTERIOR FINISH TAG DATUM ELEVATION GRID HEAD ROOM TAG DETAIL DESCRIPTION DETAIL REFERENCE WALL SECTION REFERENCE BUILDING SECTION REFERENCE EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE CONCRETE MASONRY UNIT STONE CONCRETE STEEL ROUGH WOOD EARTH R30 BATT INSULATION CERAMIC TILE CONCRETE MASONRY UNIT IN ELEVATION STANDING METAL SEAM IN ELEVATION STONE IN ELEVATION STUCCO IN ELEVATION SIDING IN ELEVATION FINISH WOOD CRUSHED STONE RIGID INSULATION CPVC/ HARDIE TRIM CODE INFORMATION FIRE EXTINGUISHERS WILL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH NFPA10. FINAL FIRE EXTINGUISHER TYPE AND LOCATIONS TO BE APPROVED BY THE FIRE OFFICIAL PRIOR TO OCCUPANCY. BUILDING PLUMBING MECHANICAL ELECTRICAL ENERGY FIRE PREVENTION ACCESSIBILITY JURISDICTION ST. LUCIE COUNTY 2300 VIRGINIA AVE. FT. PIERCE, FL 34982 772-462-1553 STRUCTURAL FRAME EXTERIOR BEARING WALLS EXTERIOR NON-BEARING WALLS INTERIOR BEARING WALLS INTERIOR NON-BEARING WALLS ROOF CONSTRUCTION CORRIDORS COLUMNS OCCUPANCY CLASSIFICATION (SECTION 309): M -MERCANTILE CONSTRUCTION TYPE (SECTION 602.5): V-B UNSPRINKLERED REQUIRED 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR PROVIDED 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR TABLE 601 FIRE RESISTANCE RATING BUILDING AREA AND OCCUPANT LOAD CALCULATIONS INTERIOR, MERCANTILE SPACES (GROUP M): INTERIOR, ACCESSORY SPACES (GROUP B / GROUP S-2): TOTAL FOR BUILDING -UNDER A/C: EXTERIOR, SEATING AREA -FIXED SEATS (303.1.2): EXTERIOR, AREA UNDER OVERHANG: TOTAL GROSS AREA (TABLE 506.2): OCCUPANCY LOAD (TABLE 1004.1.2) BUILDING HEIGHT (TABLE 504.3): PROVIDED 3,544SF 2,575 SF 6,119 SF 903 SF 189 SF 7,208 SF 33'-4" T.O.R. SF / PERSON 30/100 100/200/300 OCCUPANT LOAD 119 16 135 28 0 163 PLUMBING FIXTURE DATA (TABLE 403.1) WATER CLOSET/URINALS (1 PER 500 EA. M & F) LAVATORIES (1 PER 750 EA. M & F) DRINKING FOUNTAINS (1 PER 1,000) REQUIRED 1 EA. M & F 1 EA. M & F 1 HI-LO PROVIDED 3M & 2F 2M & 2F 1 HI-LO FBC 6TH EDITION (2017) FBC 6TH EDITION (2017) FBC 6TH EDITION (2017) 2014 NEC FBC 6TH EDITION (2017) FFPC 6TH EDITION (2017) FBC 6TH EDITION (2017) ALLOWABLE 9000 SF 40'-0"SHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.ARCHITECT PHONE FAX CONTACT STRUCTURAL ENGINEER PHONE FAX CONTACT MECHANICAL ENGINEER PHONE FAX CONTACT ELECTRICAL ENGINEER PHONE FAX CONTACT DRAWING INDEX ARCHITECTURAL SYMBOLS LEGENDMATERIALS LEGEND DEFINITIONABBR GENERAL ABBREVIATIONS ABBREVIATION LEGEND DEFINITIONABBR M A R K E T ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEERGRGROCERY GENERAL MERCHANDISEGM POUNDS PER SQUARE FOOT PLF UNLESS NOTED OTHERWISEUNO W VERT TYP TRANS TOS TOP/TP TOM TOGB TOF TOC/TC TO THK T&B STRUC SPECS SJI SIM SDI SCHED RTU RO REV REQD REINF RE: QTY PSI PSF PMEJ PL PLAM PCF PAF OH OD OC NTS NS NO MR MTL MO MISC MIN MFR MECH MAX LONG LLV LBS L KSI JT JST JBE ISO INFO HSA HORIZ H GWB GC GA FTG FS FRP FF FDN EW EQ ELEC EL EJ EIFS EDC DIA CONT CONST CONC COL CMU CLR CL CJ BRG BOS BO BL BFF AWS ASTM ARCH AFF ACP AB WIDTH VERTICAL TYPICAL TRANSVERSE TOP OF STEEL TOP OF PAVING TOP OF MASONRY TOP OF GRADE BEAM TOP OF FOOTING TOP OF CONCRETE TOP OF THICKNESS TOP AND BOTTOM STRUCTURAL SPECIFICATIONS STEEL JOIST INSTITUTE SIMILAR STEEL DECK INSTITUTE SCHEDULE ROOF TOP UNIT ROUGH OPENING REVERSE REQUIRED REINFORCING REFER TO QUANTITY POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH PREMOLDED EXPANSION JOINT PLATE PLASTIC LAMINATE POUNDS PER CUBIC FOOT POWDER ACTUATED FASTENER OPPOSITE HAND OUTSIDE DIAMETER ON CENTER NOT TO SCALE NEAR SIDE NUMBER MOISTURE RESISTANT METAL MASONRY OPENING MISCELLANEOUS MINIMUM MANUFACTURER MECHANICAL MAXIMUM LONGITUDINAL LONG LEG VERTICAL POUNDS LENGTH KIPS PER SQUARE INCH JOINT JOIST JOIST BEARING ELEVATION ISOLATION INFORMATION HEADED STUD ANCHOR HORIZONTAL HEIGHT GYPSUM BOARD GENERAL CONTRACTOR GAUGE FOOTING FAR SIDE FIBER REINFORCED PLASTIC FINISHED FLOOR FOUNDATION EACH WAY EQUAL ELECTRICAL ELEVATION EXPANSION JOINT EXTERIOR INSULATION AND FINISH SYSTEM ELECTRICAL DISTRIBUTION CENTER DIAMETER CONTINUOUS CONSTRUCTION CONCRETE COLUMN CONCRETE MASONRY UNIT CLEAR CENTERLINE CONTROL JOINT BEARING BOTTOM OF STEEL BOTTOM OF BLOCK LINTEL BELOW FINISHED FLOOR AMERICAN WELDING SOCIETY AMERICAN SOCIETY OF ARCHITECTURAL ABOVE FINISHED FLOOR ACOUSTICAL CEILING PANEL ANCHOR BOLT FIELD VERIFYFV ES EQUIPMENT SUPPLIER AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION TESTING AND MATERIALS DTL DETAIL PTD PAINTED RWC RAIN WATER COLLECTOR WH WATER HEATER EWH ELECTRIC WATER HEATER T.O.R. TOP OF ROOF RIDGE LLH LONG LEG HORIZONTAL P.T.PRESSURE TREATED DS DOWNSPOUT ARCHITECTURAL (CONT.)STRUCTURAL MECHANICAL ELECTRICAL CANOPY PLUMBING 7/19/2021 10:58:06 AMCS218071904-17-2020AGGACOVER SHEETWAWA F85FB 2020.1 STORE #5380ORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063STORE #5380 ORANGE AVE. & KINGS HWY, FT. PIERCE, FL Cuhaci & Peterson Architects 2600 MAITLAND CENTER PKWY MAITLAND, FL, 32751 407-661-9100 407-661-6101 Greg Ansbro Cuhaci & Peterson Architects 2600 MAITLAND CENTER PKWY MAITLAND, FL, 32751 407-661-9100 407-661-6101 Jon C. Jacobs, P.E. Cuhaci & Peterson Architects 2600 MAITLAND CENTER PKWY MAITLAND, FL, 32751 407-661-9100 407-661-6101 Jose J. Diaz-Velazquez P.E. Cuhaci & Peterson Architects 2600 MAITLAND CENTER PKWY MAITLAND, FL, 32751 407-661-9100 407-661-6101 Jaison P. Moras P.E. F85FB 2020.1 07/21/2021 Robert S. Day R.A.FL# AR14372CUSTOMIZATION LEVEL: C(1) BUILDING AUTOMATION SYSTEM (BAS) GENERAL CONTRACTOR TO INSTALL WATER METER(S) FOR B.A.S. PER PLUMBING DRAWINGS P4, AND PROVIDE UNDERGROUND CONDUIT TO EQUIPMENT #C3.2 SHOWN ON DRAWING EQ1. B.A.S. REFRIGERATOR COMPANY INSTALLERS SHALL SUPPLY AND INSTALL B.A.S. AND CENTRAL WIRING PER CURRENT EDITION OF “BUILDING AUTOMATION SYSTEM 2010 (LITE) MASTER-BILT NEW STORES B.A.S. MASTER SPECS” BY HVAC CONCEPTS INC. AND AVAILABLE IN PLAN EXPRESS PROJECT FOLDER. STATEWIDE PRODUCT APPROVAL SUBMITTAL MANUFACTURER PRODUCT CATEGORY APPROVAL NUMBER / SEQ #PRODUCT MODEL # OR NAME ATAS ROOFING FL3556-R7 ATAS DUTCH SEAM ROOF JAMES HARDIE SIDING NOA 17-0724.01 ARTISAN LAP SIDING VERSICO ROOFING FL14207-R20 VERSIWELD TPO SINGLE PLY ROOF KAWNEER STOREFRONT IR501 FL8786-R8 TRIFAB 451 W/ ENTRANCE DOOR N.I. BORAL STONE STONE FL15047-R5 STONE VENEER MIAMI TECH, INC. ALUMINUM AC STAND NOA 17-1218.02 ALUMINUM STAND FOR MECHANICAL UNITS CECO EXTERIOR DOORS FL10723-R6 SWINGING HOLLOW METAL DOORS AND FRAMES KAWNEER STOREFRONT DOOR FL8786-R9 STOREFRONT DOOR 350-500 IR DOOR PETERSEN ROOFING NOA 17-1002.13 ALUMINUM SNAP-CLAD METAL ROOFING PETERSEN ROOFING NOA 18-0411.02 SOFFIT ATAS ROOFING FL20821-R1 FASCIA GEORGIA-PACIFIC ROOFING NOA 16-1129.03 DENSDECK ROOF BOARD NYSTORM ACCESS PANEL FL21058-R1 HVAC ACCESS PANEL INTERTECH EXTERIOR DOORS FL13341-R3 LOUVER CAST-CRETE LINTELS NOA 17-0227.15 PRECAST CONCRETE LINTELS METALWORKS ROOFING NOA 18-0918.09 GAS CANOPY ROOF DENSGLASS SHEATHING NOA 16-1129.03 EXTERIOR SHEATHING CA1.0 ARCHITECTURAL CANOPY PLAN, ELEVATIONS, AND DETAILS CA2.0 ARCHITECTURAL CANOPY PLANS, ELEVATIONS, AND DETAILS CE1.0 ELECTRICAL CANOPY PLANS, DETAILS, AND SCHEDULES CS1.0 DESIGN CRITERIA AND NOTES CS2.0 FOUNDATION & FRAMING PLAN AND NOTES CS3.0 SECTIONS CS4.0 DETAILS E1.0 ELECTRICAL POWER PLAN E2.0 LIGHTING PLAN E3.0 ROOF LIGHTING AND POWER PLAN E4.0 CONDUIT PLAN E5.0 ELECTRICAL PANELS E6.0 ELECTRICAL ROOM PLAN AND ELEVATIONS E7.0 SINGLE LINE DIAGRAMS, DETAILS AND NOTES E8.0 FIRE ALARM SPECIFICATIONS PLAN E9.0 SECURITY PLAN E10.0 LOW VOLTAGE PLAN P1.0 WASTE PIPING PLAN P2.0 WATER PIPING PLAN P3.0 PLUMBING ROOF PLAN P4.0 RISER DIAGRAMS P5.0 PLUMBING SCHEDULE & DETAILS M1.0 HVAC FLOOR PLAN M2.0 HVAC ROOF PLAN M3.0 HVAC SCHEDULES, NOTES AND DETAILS S1.0 DESIGN CRITERIA S2.0 FOUNDATION PLAN AND NOTES S3.0 ROOF FRAMING PLAN AND NOTES S4.0 ELEVATIONS S5.0 FOUNDATION DETAILS S6.0 RTU FRAMING AND DETAILS S7.0 FRAMING DETAILS S7.1 FRAMING DETAILS S8.0 COLD FORM STEEL FRAMING DETAILS S8.1 VESTIBULE DETAILS S9.0 3D VIEWS S10.0 TRASH COMPOUND A6.2 WALL SECTIONS AND DETAILS A7.0 EXTERIOR DETAILS A7.1 LADDER DETAILS A8.0 FINISH FLOOR PLAN A8.1 INTERIOR ELEVATIONS A8.2 INTERIOR ELEVATIONS A8.3 INTERIOR ELEVATIONS A9.0 INTERIOR DETAILS A9.1 INTERIOR DETAILS A9.2 SOFFIT FRAMING DETAILS A10.0 TRASH COMPOUND A11.0 ARCHITECTURAL HARDSCAPE PLAN AC1.0 ACCESSIBILITY DETAILS EQ1.0 EQUIPMENT PLAN EQ2.0 TYPICAL EQUIPMENT DETAILS G1.0 GRAPHICS PLAN AND ELEVATIONS CS COVER SHEET LS LIFE SAFETY PLAN A0.5 GENERAL NOTES & SCHEDULES A0.6 WALL TYPES A1.0 FLOOR PLAN A1.1 DIMENSIONED FLOOR PLAN A2.0 REFLECTED CEILING PLAN A3.0 ROOF PLAN & NOTES A3.1 ROOF DETAILS A3.2 ROOF DETAILS A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A5.1 STOREFRONT ELEVATIONS A6.0 WALL SECTIONS AND DETAILS A6.1 WALL SECTIONS AND DETAILS SEPARATE PERMITS 1. SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE PERMIT. 2. FUEL PUMPS AND PETROLEUM TANKS SHALL BE SUBMITTED UNDER SEPARATE PERMIT. 3. GAS CANOPY SHALL BE SUBMITTED UNDER SEPARATE PERMIT. 4. BUILDING AND GAS CANOPY SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE PERMIT. DEFERRED SUBMITTALS 1. WALK-IN COOLERS, WALK IN FREEZERS AND REFRIGERATION. 2. FIRE ALARM. NOTE: ANY AND ALL EXTERIOR SIGNAGE DEPICTED WITHIN THESE DRAWINGS IS SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THE CURRENT BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN / SIGN STRUCTURE COVERED WITHIN THE AUTHORITY HAVING JURISDICTION ORANY APPPLICABLE APPROVED SIGN PLAN. ALL PROPOSED SIGNAGE, INCLUDING SIGNATURE STRUCTURES, ARE REQUIRED TO SUBMIT A SEPERATE APPLICATION AND SHALL BE SUMBITTED THROUGHT THE BUILDING PERMIT PROCESS FOR REVIEW BY ZONING, BUILDING AND DEVELOPMENT (OR IS DEEMED BY AHJ).Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 F F EXIT EXITEXITFFFEXITK FFF EXIT F ASSOCIATE OFFICE STAGING WOMEN'S RESTROOM WATER SERVICE ROOM VESTIBULE BUSINESS KITCHEN (B) MERCANTILE STORAGE STORAGE - ELECTRICAL EXIT B = 68" EXIT A = 68" TACTILE EXIT SIGNAGE EMERGENCY STOP EMERGENCY STOP EXIT SIGN, TYP RE: ELECTRICAL TACTILE EXIT SIGNAGE FIRE EXTINGUISHER (TYP.) TACTILE EXIT SIGNAGE PH PH TRASH ELECTRICAL ROOM WALK-IN FREEZER WALK-IN REFRIG. RETAIL WALK-IN REFRIG. RETAIL AREA FOOD SERVICE COFFEE WASH ROOM MEN'S RESTROOM SELF SERVICE WALK-IN REFRIG. DELIVERY VESTIBULE O V E R A LL D IA G O N A L D IS TA N C E = 114' -0"DISTANCE BETWEEN MEANS OF EGRESS = 70' -0"PRIMARY EGRESS PATH EXIT C =45" EX EX EX EX LINE OF PORCH OVERHANG ABOVE (TYP.) EX MAX COMMON PATH OF TRAVEL = 67' -4"MAX TRAVEL DISTANCE = 87' -10" TRASH EX EX KNOX BOX TACTILE BRAILLE SIGN. STATING "EXIT". SEE DETAIL 18/AC1 FIRE EXTINGUISHER EXIT SIGNAGE RE: ELECTRICAL PRIMARY EGRESS PATH FACP FIRE ALARM CONTROL PANEL K KNOX BOX -CONFIRM EXACT LOCATION WITH AHJ EMERGENCY STOP RE: ELECTRICAL MAX. COMMON PATH OF TRAVEL MAX. TRAVEL DISTANCE SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:58:36 AMLS218071904-17-2020APGALIFE SAFETY PLANORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063EGRESS DATA -NEW MERCANTILE, UNSPRINKLERED OCCUPANCY LOAD = 135 EGRESS CAPACITY: 1.MINIMUM EGRESS CAPACITY (FBC 1005.3.2) REQUIRED = 27" (135 PERSONS X 0.2"/PERSON) PROVIDED = 136" (EXIT A = 68" ; EXIT B = 68") PROVIDE SECONDARY = 45" (EXIT C = 45") ARRANGEMENT OF EXITS: 1.SEPARATION DISTANCE : AT LEAST TWO EXITS SHALL HAVE A MINIMUM SEPARATION NOT LESS THAN ONE-HALF OF THE OVERALL LENGTH OF THE SPACE. (FBC 1007.1.1) OVERALL DIAGONAL DISTANCE = 114'-0" MINIMUM REQUIRED DISTANCE BETWEEN MEANS OF EGRESS = 114'-0" / 2 = 57'-0" DISTANCE BETWEEN MEANS OF EGRESS = 70'-0" TRAVEL DISTANCES: 1.MAXIMUM TRAVEL DISTANCE REQUIRED FOR OCCUPANCY M, UNSPRINKLERED = 150 FEET (FFPC 36.2.6.1) ACTUAL MAXIMUM TRAVEL DISTANCE = 87' -10" 2. MAX. COMMON PATH TRAVEL, TABLE 1006.2.1 REQUIRED = 75' -0" PROVIDED = 67' -4" EMERGENCY SIGNAGE AND LIGHTING: 1.REFER TO SHEET E2.0 FOR EMERGENCY LIGHTING AND EXIT SIGN LOCATION 2.EXIT LIGHTS ARE TO BE MOUNTED AT THE GREATEST HEIGHT ALLOWABLE AND IN COMPLIANCE WITH CODES, EXIT LIGHTS LEADING FROM THE SALES FLOOR SHALL BE VISIBLE ABOVE STOCK AISLES. FINISH CLASSIFICATIONS: 1.CLASS A FINISHES AT EXIT ENCLOSURES & EXIT PASSAGEWAYS (FLAME SPREAD 0-25 SMOKE DEVELOPMENT 0-450) 2.CLASS B FINISHES AT CORRIDORS (FLAME SPREAD 26-75 SMOKE DEVELOPMENT 0-450) 3.CLASS C FINISHES AT ROOMS AND ENCLOSED SPACES (FLAME SPREAD 76-200 SMOKE DEVELOPMENT 0-450) 1/4" = 1'-0"LS 1 LIFE SAFETY PLAN OCCUPANCY LOAD CALCULATIONS OCCUPANCY TYPE OCC. GROUP AREA OCC. / SF OCCUPANT LOAD 0 SF 0 BUSINESS GROUP B 208 SF 100 3 KITCHEN (B) GROUP B 1477 SF 200 8 MERCANTILE GROUP M 3544 SF 30 119 STORAGE - ELECTRICAL GROUP S 146 SF 300 1 STORAGE - F.S. WALK-IN GROUP S 154 SF 300 1 STORAGE - RETAIL WALK-IN GROUP S 515 SF 300 2 STORAGE - WATER SERV. GROUP S 75 SF 300 1 6119 SF 135 LIFE SAFETY PLAN NOTES 1. EXTERIOR OVERHANG AREA & OCCUPANCY LOAD SHALL BE AS SHOWN ON SHEET CS. AREA COMPLIES WITH FBC 6TH EDITION (2017) CHAPTER 3, SECTION 303.1.2. SMALL ASSEMBLY SPACES, ITEM (1) AND IS CLASSIFIED AS PART OF THE MERCANTILE OCCUPANCY. 2. FIRE EXTINGUISHERS WILL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH NFPA 10. FINAL FIRE EXTINGUISHER TYPE AND LOCATIONS TO BE APPROVED BY THE FIRE OFFICIAL PRIOR TO OCCUPANCY. 3. CURRENTLY ADOPTED FIRE CODE: FLORIDA FIRE PROTECTION CODE (FFPC) 6TH EDITION (2017) GENERAL NOTES LIFE SAFETY PLAN LEGEND NOTE: PER FFPC OCC./SF = 30; FBC OCC./SF = 60 MOST RESTRICTIVE OCC./SF = 30 USED FOR OCCUPANCY LOAD CALCULATIONS.Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 WH EXIT ALUM PANIC TYPE B ALUM SADDLE TYPE (SET IN BED OF SEALANT) C MAX.1/2"ALUM SADDLE TYPE (SET IN BED OF SEALANT) A 2 1 D EXTENDED WIDTH THRESHOLD 3"5"1/2"A B C D EA13' - 6"3' - 6"10" MIN.10" MIN.10"3' - 6"10"3' - 6"V1 DOOR IDENTIFICATION. RE: DOOR SCHEDULE BLOCKING IDENTIFICATION. RE: EQUIPMENT BLOCKING NOTES 1 WATER HEATER F FIRE EXTINGUISHER. RE: DETAIL 4/A9.0. PROVIDE BLOCKING AS REQUIRED & COORDINATE FINAL LOCATION W/ FIRE MARSHALL NOTE: ALL WALLS TO GO TO UNDERSIDE OF ROOF DECK, UNLESS OTHERWISE NOTED. PROVIDE SLOTTED TRACK AT CEILING. TACTILE BRAILLE SIGN, STATING "EXIT" COMPLYING WITH FAC. RE: DETAIL 18/AC1 SF(xx)STORE FRONT ELEVATION K KNOX BOX XX WALL TAG SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:05 AMA0.5218071904-17-2020APGAGENERAL NOTES & SCHEDULESORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063EQUIPMENT BLOCKING NOTES # ITEM BLK MAT'L LOCATION AND REMARKS 1 SHELVING @ 3 COMP. SINK 1/2" PLYWOOD IN LIEU OF GWB, SEE ELEVATION 2 MOP HOLDER 2" X 6" 5'-8" 3 HAND DRYER 2" X 6" 3'-3" AND 4'-0" 4 FUTURE ACCESSORY 2'-6" X 2'6" 16 GA. MTL STRAPPING SHEET STRAPPING TO BEGIN @ 2'-4 3/4" A.F.F. 5 HAND WASH SINK 2" X 6" 3'-5" 6 URINAL AS PER MANUF. - 7 GRAB BARS 2" X 6" 2'-10 1/2" & VERTICAL 9 TRASH BAG HOLDER 2" X 6" 2'-0" AND 4'-0" 10 TOILET PARTIONS AS PER MANUF. - 11 COAT HOOKS 2" X 12" 3'-10" 12 OFFICE SECURITY SHELF 2" X 10" 4'-9" SEE DETAIL ON 6/A9.0 13 LOCKERS 2" X 10" 5'-6" 14 FUEL TANK MONITOR 2" X 12" 5'-5" 15 SURGE TANK SHELF 2" X 6" 7'-8" 17 DRINKING FOUNTAIN LOW 2" X 6" 2'-6" 18 DRINKING FOUNTAIN HIGH 2" X 6" 3'-0" 19 SELF-SERVICE WALK-IN SIGN 2" X 8" 10'-5" SEE 3/A9.1 & 2/G1 22 FIRE EXTINGUISHER 2" X 6" 3'-6" SEE DETAIL 4/A9.0 25 CSR UNIT 5/8" PLYWD IN LIEU OF GWB. FLR TO CLG 31 GOOSE LOGO SIGN 2" X 6" 9'-0" & 10'-9" SEE ELEVATION 32 3 COMPARTMENT SINK 2" X 12" 2'-11" SEE ELEVATION 33 TRASH RECEPTACLE 2" X 6" 3'-3" 34 AIR CURTAIN 2" X 12" 7' -10" ABOVE DOOR. SEE 10/M3.0 36 ICE MACHINE SHELF 8" METAL STUDS RE: DETAIL 27/A9.0 37 CAT LOCK 2" X 6" 4' - 0" A.F.F. 38 CASEWORK @ KNEEWALL 2" X 6" 1' -6" A.F.F. 39 T.V. MOUNTING (2) 2" X 8" 11'-0" SEE DETAIL 3/A9.1 1. PROVIDE ADDITIONAL BLOCKING AT OTHER LOCATIONS AS REQUIRED. 2. ALL HEIGHTS CENTERED UNLESS NOTED OTHERWISE. 3. PROVIDE BLOCKING FOR ALL CABINETS: 2X12, CENTERED ON CABINET TOP. DOOR SCHEDULE #DOOR FRM TYPE THR'D HW SET COMMENTS PUSH HW KICK PLATE W H TH TYPE MAT'L PUSH PULL AP4 2' - 6" 2' - 0" - --- --- - HW 21 BABCOCK DAVIS HSM 3024 - - - AP5 3' - 0" 4' - 0" 0' - 0" - --- --- - HW 19 BABCOCK DAVIS XTI INSULATED TOWER ACCESS PANEL/DOOR -- - CO 3' - 0" 7' - 0" 0' - 1 3/4" B HM HM D HW 9 SEE DETAIL 25 & 26/A7.0 AND 30/A9.1 LOCKSET - - D1 4' - 0" 7' - 0" 0' - 1 3/4" C HM HM A HW 10 4" X 25" STORM PRO HURRICANE LITE WITH 1/2" CLEAR LAMINATED GLASS. SEE DETAIL 25 & 26/A7.0 AND 27/A7.0 PANIC BAR 35" X 46" - EL 3' - 0" 6' - 8" 0' - 1 3/4" C WD HM C HW 13 4" X 25" SAFETY GLASS VISION PANEL. SEE DETAILS 22/A9.0 AND 29/A9.1 PANIC BAR - - OF 3' - 0" 6' - 8" 0' - 1 3/4" C HM HM - HW 12.1 4" X 25" ONE-WAY SAFETY GLASS VISION PANEL. SEE DETAIL 22/A9.0 LOCKSET 16" X 34" 16" X 35" PT 3' - 0" 6' - 8" 0' - 1 3/4" B WD HM - HW 7 UNDERCUT DOOR 1". SEE DETAIL 22/A9.0 24" X 24" 16" X 34" 16" X 35" R 3' - 0" 6' - 9" 0' - 2" REF - - - - BY REFRIGERATION COMPANY - - - R1 3' - 0" 6' - 9" 0' - 4" REF - - - - BY REFRIGERATION COMPANY - - - R2 4' - 0" 6' - 9" 0' - 2" REF - - - - BY REFRIGERATION COMPANY (DOUBLE DOORS) W/ 8" X 14" LITE. -- - R3 3' - 0" 6' - 9" 0' - 2" REF - - - - BY REFRIGERATION COMPANY (GLAZED) - - - T2 4' - 0" 7' - 0" 0' - 1 3/4" C HM HM A HW 5.5 4" X 25" STORM PRO HURRICANE LITE WITH 1/2" CLEAR LAMINATED GLASS. SEE DETAILS 25,26 & 27/A7.0 LOCKSET 35" X 46" - V1 (2) 3' - 0" 7' - 0" 0' - 1 3/4" A ALUM ALUM C HW 20 NO HOLD OPENS. HARDWARE SET 20 BY G.C. BALANCE OF HARDWARE BY DOOR SUPPLIER PUSH BAR - - V2 (2) 3' - 0" 7' - 0" 0' - 1 3/4" A ALUM ALUM C - NO HOLD OPENS. HARDWARE BY DOOR SUPPLIER. PUSH BAR - - V3 3' - 0" 7' - 0" 0' - 1 3/4" A1 ALUM ALUM C - NO HOLD OPENS, PUSH ONLY. HARDWARE BY DOOR SUPPLIER PUSH BAR - - W1 3' - 0" 6' - 8" 0' - 1 3/4" C WD HM - HW 3.1 DOUBLE ACTING W/ 4" X 25" SAFETY GLASS VISION PANEL.SEE DETAIL 7/A9.0 (2) 8" X 16"39" X 34" 39" X 34" W3 6' - 8" 0' - 1 3/4" HM - HW 3.6 4" X 25" SAFETY GLASS VISION PANEL. SEE DETAILS 22/A9.0. LOCKSET 36" X 34" 36" X 35" W5 3' - 0" 6' - 8" 0' - 1 3/4" C WD HM - HW 3.5 4" X 25" ONE-WAY SAFETY GLASS VISION PANEL. 8" X 16"16" X 34" 16" X 35" W6 3' - 0" 6' - 8" 0' - 1 3/4" C WD HM - HW 3.1 DOUBLE ACTING W/ 4" X 25" SAFETY GLASS VISION PANEL.SEE DETAIL 7/A9.0 LOCKSET 36" X 34" 36" X 35" 1. DOOR #'S SHOWN IN DOOR SCHEDULE ARE TYPICAL FOR WAWA STORES. VERIFY QUANTITIES AND WHICH DOORS ARE REQUIRED AS INDICATED IN FLOOR PLAN. 2. SEE STOREFRONT MANUFACTURER SPECIFICATIONS FOR VESTIBULE DOORS AND HARDWARE. DOORS ARE TO BE KEYED ALIKE WITH THUMB LATCH AND CLOSER AT ALL DOORS. 3. ALL EXTERIOR HOLLOW METAL DOORS SHALL BE INSULATED DOORS. 4. RUN CONTINUOUS BEAD OF CLEAR SILICONE SEALANT AROUND ALL DOOR FRAMES. 5. EXIT DOOR LOCKS, IF PROVIDED ON EGREES DOORS, SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE IN ACCORDANCE WITH SECTION 14.5.2.3 OF FFPC AND SECTION 1010.1.9 OF FBC UNLESS SPECIFICALLY ALLOWED BY CODE. 6. A LATCH OR OTHER FASTENING DEVICE ON A EGRESS DOOR SHALL BE PROVIDED WITH A KNOB, HANDLE, PANIC BAR, OR OTHER SIMPLE TYPE OF RELEASING DEVICE HAVING AN OBVIOUS METHOD OF OPERATION UNDER ALL LIGHTING CONDITIONS, DOORS SHALL BE OPERABLE WITH NO MORE THAN ONE RELEASING OPERATION PER FFPC 14.5.2.10 7. ALL DOORS SERVING SPACES REQUIRED TO BE ACCESSIBLE SHALL BE PROVIDED WITH OPERABLE PARTS THAT SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM (FBCA 309.4). 8. OPERABLE PARTS OF HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND (FBCA 404.2.7). 9. REFER TO HARDWARE SCHEDULE IN THE SPECIFICATION MANUAL. 10. THRESHOLD 'A' NOT TO EXCEED 1/2" HIGH. 11. DOOR TC REQUIRES HOLE IN SLAB FOR BOLT. 12. VISION PANEL DIMENSIONS CORRESPOND TO VISIBLE LIGHT DIMENSIONS. CONTRACTOR TO COORDINATE REQUIRED GLASS SIZE AND ROUGH OPENING WITH DOOR MANUFACTURER. 13. ACROVYN DOORS SHALL BE INSTALLED IN H.M. FRAMES PER SPECIFICATIONS. THE DOORS SHALL HAVE ACROVYN COVERING FACTORY APPLIED. 14. REFER TO HARDWARE SCHEDULE IN SPECIFICATIONS MANUAL-GENERAL CONTRACTOR SHALL COORDINATE ALL HARDWARE INSTALLATIONS WITH ALL OTHER DISCIPLINES; THIS SHALL INCLUDE BUT NOT BE LIMITED TO JAMB/HEADER FRAMING, HM FRAMES, DOORS, BLOCKING, ELECTRONICS ETC. 1. BUILDING SHALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT IN ACCORDANCE WITH FBC 1816.1. 2. SOIL TREATMENT FOR TERMITE CONTROL SHALL BE PER SPECIFICATION SECTION 02282 SOIL TREATMENT. 3. REFER TO FLORIDA PRODUCT APPROVAL SCHEDULE ON COVER SHEET FOR APPLICABLE STOREFRONT SPEC. IMPACT GLASS MAY BE REQUIRED. 4. RE: DETAILS 20 AND 21/A9 FOR CORNER CONDITIONS AT WALL TILE IN THE FOOD SERVICE AREA AND RESTROOMS. 5. ALL INTERIOR WALLS SHALL BE 1/2" GWB U.N.O. 6. ALL INTERIOR GWB CEILINGS TO BE 5/8" U.N.O. GENERAL NOTES DOOR NOTES FLOOR PLAN LEGEND DOOR TYPES THRESHOLDS DOOR FRAMES: ALL DOOR FRAMES, INTERIOR AND EXTERIOR TO BE FULLY WELDED. NO KNOCK-DOWN FRAMES. WOOD BLOCKING AT JAMBS AND HEAD OF ALL INTERIOR DOORS AS REQUIRED. REFER TO SHEET A10.0 FOR TRASH COMPOUND DOOR. INTERIOR FINISH SCHEDULE SYMB MATERIAL MFR COLOR REMARKS NOTES SUPPLIED BY ACRC ACROVYN CONSTRUCTION SPECIALITIES IRISH CREAM CLASS "0.060" 48"X96" SHEETS USE AT DOORS AND WALLS AS NOTED. APPLY SHEETS VERTICALLY. TRIMS TO MATCH. CONTACT: 888-424-6287 ORDERS@IMPACTSPECIALTIES.COM. SEE SPECIFICATIONS GC ACRS ACROVYN IMPACT SPECIALTIES #410 BRUSHED SILVER, SUEDE TEXTUR CLASS "0.060" 48"X96" SHEETS USE AT DOORS AS NOTED. SUEDE TEXTURE, RUN VERTICALLY. TRIMS TO MATCH. CONTACT: 888-424-6287 ORDERS@IMPACTSPECIALTIES.COM. SEE SPECIFICATIONS GC ACT1 ACOUSTICAL CEILING TILE ARMSTRONG WHITE #1935 HEALTH ZONE SQUARE LAY-IN 24" X 24" X 3/4" (SCRUBBABLE). ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM, COLOR: WHITE. SEE SPECIFICATIONS HJC ACT2 ACOUSTICAL CEILING TILE ARMSTRONG WHITE #770 CORTEGA SQUARE LAY-IN 24" X 24" X 5/8" ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM, COLOR: WHITE. SEE SPECIFICATIONS HJC CT1 CERAMIC TILE GRANITI FIANDRE (IRIS CERAMICA) 754966 - CALX EURU 4"X12" 1/16" GROUT JOINT, 1/3 RUNNING PATTERN TO BE USED AT FOOD SERVICE. GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPOXY (SANDED), COLOR: #24 NATURAL GREY. LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER CORNERS & PERIMETERS. CORNERS: SCHLUTER STRIP, COLOR: SATIN NICKEL. HJC CT3 CERAMIC TILE STONEPEAK CERAMICS INC. USH1212002 HONEY HONED 12" X 12" ; 1/8" GROUT JOINT, GROUT FLUSH WITH TILE, 1/3 RUNNING BOND PATTERN RESTROOM WALLS; GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPOXY (SANDED), COLOR: #40 LATTE LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER CORNERS & PERIMETERS, OUTSIDE CORNERS: SCHULTER STRIP COLOR: LIGHT BEIGE. HJC EF-1 EPOXY FLOOR KEY RESIN CO. WAWA CUSTOM BLEND RE:SPEC 1/4" THICK W/ 6" HIGH INTEGRAL FORMED BASE TRANSITION TO 1/2" TERRAZZO OVER 20" DISTANCE. SEE SPECS. PERMAFLOR REP CONTACT: GARY RADER, PREMUS OF ORLANDO, INC. (407)654-3099 OFFICE OR (407)509-4726 CELL, WWW.PERMUS.COM HJC EPX1 EPOXY WALL FINISH BENJAMIN MOORE GLACIER WHITE #OC-37 SEE SPEC. TRASH COMPOUND, INTERIOR OF CMU WALL.RE: A10 GC EPX2 CONCRETE SEALER BENJAMIN MOORE POLYMID EPOXY CLEAR SEE SPEC. ELECTRICAL ROOM, TRASH COMPOUND, AND WATER SERVICE ROOM. RE: A10 FOR TRASH COMPOUND GC FRPC REINFORCED PLASTIC CRANE COMPOSITES BEIGE #0070 CLASS 'C' APPLY SHEETS VERTICALLY, NO SEAMS. USE FRP MOLDING TO FINISH FRP. CORNERS TO MATCH COLOR. HJC GT1 GLASS TILE - ACCENT CROSSVILLE GLASS BLOX BLENDS : GB02 ORANGE SIZZLE/FLAME/DAZZL E RED 1"X1", MESH MOUNTED, 1/8" GROUT JOINT, GROUT FLUSH WITH TILE RESTROOM WALLS; GROUT: LATICRETE SPECTRALOCK PRO PREMIUM EPOXY (SANDED), COLOR: #40 LATTE, LATICRETE LATASIL SILICONE SEALANT TO BE USED AT INNER CORNERS & PERIMETERS, OUTSIDE CORNERS: SCHLUTER STRIP COLOR: LIGHT BEIGE. HJC GT2 GLASS TILE DALTILE CAPRICE WHISPER GREEN #F165 12" x 12", MESH MOUNTED, 1/8" GROUT JOINT TO BE USED AT RETAIL WALK-IN REFRIG. & SELF-SERVE BEVERAGE AREA. GROUT: LATICRETE PERMACOLOR CEMENT GROUT (SANDED), COLOR #44 BRIGHT WHITE. LATICRETE LATASIL SEALANT TO BE USED AT INNER COENERS & PERIMETERS. CORNERS: SCHLUTER STRIP, COLOR: SATIN NICKEL. HJC IMG1 WALL GRAPHIC CONSTRUCTION SPECIALITIES STACKED PAPER .040 IMAGITECT GRAPHIC APPLY SHEETS VERTICALLY. GYPSUM BOAD MUST BE SEALED/PRIMED PRIOR TO INSTALLATION. WATER BASE MASTIC ADHESIVE AND PRIMER PROVIDED BY MFR. GC ISL1 INSUL. PNL. REF. CO. STAINLESS STEEL - FOR REFRIGERATION PANELS FRONT OF HOUSE KYSOR ISL2 INSUL. PNL. REF. CO. BLACK - FOR REFRIGERATION PANELS BACK OF HOUSE KYSOR M1 ULTRA ENTRY MATS INC. BASE COLOR: GRAY BASE WITH CHARCOAL SPLASH CARPET INSERTS 3/8" THICK INTERIOR MAT OVER TERRAZZO. PROVIDED AND INSTALLED BY G.C. CONTACT: MARY CRANE, PHONE: (781) 573-0265, MCRANE@MATSINC.COM GC M2 ANTI-FATIGUE SURFACE FL. ECORE INTERNATIONAL BLACK HAWK DOWN #2621 SEE SPEC. INSTALLED OVER TERRAZZO WITH ACCESSIBLE COMPLIANT REDUCER STRIP BY ROPPER CORPORATION. GC P1 PAINT BENJAMIN MOORE MUSLIN #1037 EGGSHELL SEE SPECIFICATIONS. BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P2 PAINT BENJAMIN MOORE STORM GRAY AF-700 SEE SPECIFICATIONS. BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P5 PAINT BENJAMIN MOORE SAGE MOUNTAIN #1488 SEMI-GLOSS FOR ACCESS PANELS TO MATCH TILE CT1. SEE SPECIFICATIONS. BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P6 PAINT BENJAMIN MOORE MUSLIN #1037 SEMI-GLOSS GYPSUM BOARD WALLS AND CEILINGS IN RESTROOMS, WOOD TRIM, INTERIOR SURFACES OF EXTERIOR DOORS AND FRAMES, INTERIOR DOOR FRAMES WHERE DOOR PANEL FINISHED AS ACRC, INTERIOR CASED OPENINGS, AND ACCESS PANELS. PRIMER/SEALER AND FINISH COAT AS SPECIFIED. GC P7 PAINT BENJAMIN MOORE THUNDER AF-685 SEE SPECIFICATIONS. BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P8 PAINT BENJAMIN MOORE PLATINUM GRAY #HC-179 SEMI-GLOSS FOR DOOR FRAMES TO MATCH DOOR COVERING ACRS. BENJAMIN MOORE PRODUCT HOTLINE AT 1-888-236-6667 * PRODUCT INFORMATION GC P9 PAINT SHERWIN WILLIAMS #7064 PASSIVE EGGSHELL GYPSUM BOARD WALLS AND BOTTOMS OF SOFFITS, U.N.O. PRIMER/SEALER AND FINISH COAT AS SPECIFIED GC PL-1 PLASTIC LAMINATE WILSON ART 7960R-18 STUDIO TEAK - SEE ITEM #7 LAV CABINET, SHEET A8.1, LEGEND FOR PUBLIC RESTROOMS CABINET RB1 WALL BASE JOHNSONITE RUBBER BASE (COVED), BLACK 40 4" 4'-0" STRAIGHT LENGTHS WITH TOE (COVED). PRE-MANUFACTURED INSIDE AND OUTSIDE CORNERS WITH 4" RETURNS. ADHESIVE: TARKETT 960 COVE BASE ADHESIVE (POROUS SURFACES) OR TARKETT 946 PREMIUM CONTACT ADHESIVE (NON-POROUS SURFACES) APPLIED PER MANUFACTURER'S STANDARD RECOMMENDATION AND INSTALLATION INSTRUCTIONS HJC RB3 FRP BASE MARLITE BLACK - - HJC RB5 COVE BASE SCHLUTER SYSTEMS DILEX-AHKA 80AE SATIN ANODIZED ALUMINUM - WILL NEED CONNECTORS. 2-WAY INSIDE CORNERS AND ENDCAPS. HJC S-2 SOLID SURFACE COUNTERTOP DUPONT CORIAN COTTAGE LANE SEE ITEM #16 SOLID SURFACE PANEL AND #20 SOLID SURFACE COUNTERTOP, SHEET A8.1, LEGEND FOR PUBLIC RESTROOMS CABINET SSTL STAINLESS STEEL WALL PANELS - BRUSHED FINISH 16 GAUGE TO BE USED BEHIND HEAT-PRODUCING EQUIPMENT AT THE BACK OF HOUSE.RE: DETAIL 5/A8.1 GC T1 TERRAZZO - SEE SPEC. COLOR 1/2" THICK ALL FLOOR AREAS EXCEPT RESTROOMS & FREEZERS U.O.N. GC VF1 VINYL FLOORING SHAW STYLE: QUIET COVER #0186V COLOR: MINK #00720 INSTALLED OVER TERRAZZO ; RUN PARALLEL TO DOOR VINYL FLOORING IN SELF SERVICE WALK-IN REFRIGERATOR. GC TO PROVIDE BASE AND TRANSITION STRIP (JOHNSONITE #CTA-XXJ) AT DOOR. COLORS TO MATCH FLOORING. INSTALL FLOORING UNDER DOOR THRESHOLDS WAWA VNR2 WOOD VENEER - - -WAWA WC1 MANUFACTURED STONE VENEER URESTONE STONE WHITE BRUSH STACK STONE GRANDE TO BE USED AT WALL BEHIND CHECKOUT COUNTER; CONTACT RODNEY JARBOE (314)324-3023 GC WC3 WALLCOVERING - - - FLA "GOOSE" WALLCOVERING SUPPLIED AND INSTALLED BY WAWA VENDOR GC WT-1 CLEAR PINE - PAINTED P-9 - 1X2 WALL TRIM (DADO CUT). SEE DETAIL 10/A9.0. GC BLOCKING NOTES ROOM FINISH SCHEDULE ROOM NAME WALL CEILING DOOR PANELS DOOR FRAMES FLOOR BASEMATERIAL FINISH MATERIAL FINISH FINISH FINISH STAGING MR GWB FRPG MR GWB PTD PTD PTD TERRAZZO RB1 ASSOCIATE GWB PTD/FRPG ACT2 - ACRS PTD TERRAZZO RB1 VESTIBULE GWB PTD/ACRF MR GWB PTD ALUM. ALUM. MAT OVER TERRAZZO RB1 OFFICE GWB PTD/FRPG ACT2 - PTD PTD TERRAZZO RB1 WATER SERVICE ROOM PLYWOOD FRPG MR GWB PTD PTD PTD SEALED CONCRETE RB1/RB3 WOMEN'S RESTROOM MR GWB/DUROCK TILE/PTD MR GWB PTD ACRC PTD EF-1 POLY3 MEN'S RESTROOM MR GWB/DUROCK TILE/PTD MR GWB PTD ACRC PTD EF-1 POLY3 WALK-IN FREEZER INS MTL PNLS - INS. MTL PANELS - REF. CO. REF. CO INS MTL PNLS WALK-IN REFRIG. INS MTL PNLS - INS. MTL PANELS - REF. CO. REF. CO TERRAZZO RB1 WASH ROOM MR GWB FRPG ACT1 - ACRS/PTD PTD TERRAZZO RB3/RB1 FOOD SERVICE MR GWB TILE/FRPG ACT1 - ACRS PTD TERRAZZO RB1/RB3 COFFEE MR GWB TILE/ACRC ACT1 - ACRS PTD TERRAZZO RB5 REAR VESTIBULE GWB PTD/ACRF MR GWB PTD ALUM. ALUM. MAT OVER TERRAZZO RB1 RETAIL AREA GWB PTD/ACRF ACT1 - ACRS PTD TERRAZZO RB1/RB5 DELIVERY VESTIBULE MR GWB PTD/FRPG ACT2 - PTD PTD TERRAZZO RB1/RB3 RETAIL WALK-IN REFRIG. INS MTL PNLS - INS. MTL PANELS - REF. CO. REF. CO TERRAZZO RB1 SELF SERVICE WALK-IN REFRIG. INS MTL PNLS - INS. MTL PANELS - REF. CO. REF. CO VF1 OVER TERRAZZO VINYL ELECTRICAL ROOM PLYWOOD PTD ACT1 - PTD PTD SEALED CONCRETE RB1 A A A A ARevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 6" MIN.UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE & DAMP LOCATIONS 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE & DAMP LOCATIONS WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH GWB SHEATHING 6" MIN. ABOVE CEILING FINISH WALK-IN COOLER / FREEZER SIDE UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING 1/2" GWB SHEATHING, M.R. GWB AT TILE & DAMP LOCATIONS WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH 1/2" GWB SHEATHING, M.R. GWB AT TILE & DAMP LOCATIONS 1/2" DUROCK SHEATHING @ W.I.B. TO 11'-0" A.F.F.6"8"UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING 1/2" GWB SHEATHING, M.R. GWB AT TILE & DAMP LOCATIONS 1/2" GWB SHEATHING, M.R. GWB AT TILE & DAMP LOCATIONS WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH DUROCK 4' - 0"PLYWOOD 4' - 0"UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 3-5/8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH 1/2" GWB SHEATHING, M.R. GWB AT TILE & DAMP LOCATIONS.6"ELECTRICAL ROOM 1/2" PLYWOOD SHEATHING 6" ABOVE CEILING FINISH SHEATHING.6"UNDERSIDE OF DECK 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH 1/2" PLYWOOD SHEATHING SHEATHING 6" MIN. ABOVE CEILING FINISH EXTERIOR ELECTRICAL ROOM TVEK STUCCO WRAP. LAP OVER FLASHING SETTING BED W/ SELF FURRING, PAPER BACKED GALV. METAL LATH MFD STONE STANDARD HEWN SILL -36" MIN. LENGTH RUN SEALANT BEAD WITH BOND BREAKER UNDER METAL FLASHING PRE-FINISHED ALUM. FLASHING, COLOR: GRAY MFD STONE VENEER 3/4"MIN.*BACKER ROD & SEALANT (OMIT BACKER ROD AT BRICK VENTS) 1/2" PLYWOOD SHEATHING SHEATHING. EXTERIOR WALL FINISH RE: EXT. ELEVATIONS. 5/8" PLYWOOD SHEATHING W/ TYVEK COMMERCIAL-D BLDG. WRAP & 2ND LAYER OF TYVEK STUCCO WRAP 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" CONTINUOUS METAL RUNNER FINISHED FLOORING EXTERIOR TVEK STUCCO WRAP. LAP OVER FLASHING SETTING BED W/ SELF FURRING, PAPER BACKED GALV. METAL LATH MFD STONE STANDARD HEWN SILL -36" MIN. LENGTH RUN SEALANT BEAD WITH BOND BREAKER UNDER METAL FLASHING PRE-FINISHED ALUM. FLASHING, COLOR: GRAY MFD STONE VENEER 3/4"MIN.*BACKER ROD & SEALANT (OMIT BACKER ROD AT BRICK VENTS) WALK-IN COOLER / FREEZER SIDE 2" 1/2" DUROCK SHEATHING @ W.I.B. EXTERIOR WALL SIDING RE: EXT. ELEVATIONS. 5/8" PLYWOOD SHEATHING W/ TYVEK COMMERCIAL-D BLDG. WRAP & 2ND LAYER OF TYVEK STUCCO WRAP 8"6"UNDERSIDE OF DECK 6" CONTINUOUS METAL RUNNER 6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE &DAMP LOCATIONS 6" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 6" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE & DAMP LOCATIONS WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH GWB SHEATHING 6" MIN. ABOVE CEILING FINISH 6"UNDERSIDE OF DECK 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE OR DAMP LOCATIONS 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" CONTINUOUS METAL RUNNER FINISHED FLOORING SCHEDULED BASE, SEE INTERIOR ELEVATIONS SCHEDULED CEILING 1/2" GWB SHEATHING, BOTH SIDES, M.R. GWB AT TILE OR DAMP LOCATIONS WALL FINISH, SEE INTERIOR ELEVATIONS FOR WALL FINISH GWB SHEATHING 6" MIN. ABOVE CEILING FINISH TVEK STUCCO WRAP. LAP OVER FLASHING SETTING BED W/ SELF FURRING, PAPER BACKED GALV. METAL LATH MFD STONE STANDARD HEWN SILL -36" MIN. LENGTH RUN SEALANT BEAD WITH BOND BREAKER UNDER METAL FLASHING PRE-FINISHED ALUM. FLASHING, COLOR: GRAY MFD STONE VENEER BACKER ROD & SEALANT (OMIT BACKER ROD AT BRICK VENTS) EXTERIOR WALL FINISH RE: EXT. ELEVATIONS. 5/8" PLYWOOD SHEATHING W/ TYVEK COMMERCIAL-D BLDG. WRAP & 2ND LAYER OF TYVEK STUCCO WRAP 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK 8" CONTINUOUS METAL RUNNER FINISHED FLOORING EXTERIOR TVEK STUCCO WRAP. LAP OVER FLASHING SETTING BED W/ SELF FURRING, PAPER BACKED GALV. METAL LATH MFD STONE STANDARD HEWN SILL -36" MIN. LENGTH RUN SEALANT BEAD WITH BOND BREAKER UNDER METAL FLASHING PRE-FINISHED ALUM. FLASHING, COLOR: GRAY MFD STONE VENEER 3/4"MIN.*BACKER ROD & SEALANT (OMIT BACKER ROD AT BRICK VENTS) EXTERIOR WALL FINISH RE: EXT. ELEVATIONS. 5/8" PLYWOOD SHEATHING W/ TYVEK COMMERCIAL-D BLDG. WRAP & 2ND LAYER OF TYVEK STUCCO WRAP SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:09 AMA0.6218071904-17-2020APGAWALL TYPESORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190633/4" = 1'-0"A0.6 1 WALL TYPE "3A" 3/4" = 1'-0"A0.6 2 WALL TYPE "3B" 3/4" = 1'-0"A0.6 3 WALL TYPE "3C" 3/4" = 1'-0"A0.6 4 WALL TYPE "3D" 3/4" = 1'-0"A0.6 8 WALL TYPE "8C" 3/4" = 1'-0"A0.6 10 WALL TYPE "8E" 3/4" = 1'-0"A0.6 13 WALL TYPE "6H" 3/4" = 1'-0"A0.6 15 WALL TYPE "8A" PROVIDE 1/2" DUROCK AT BASE OF WALL TO A HEIGHT OF 48" ON ALL WALLS IN RESTROOM PROVIDE 1/2" DUROCK AT BASE OF WALL TO A HEIGHT OF 48" ON ALL WALLS IN RESTROOM PROVIDE 1/2" DUROCK AT BASE OF WALL TO A HEIGHT OF 48" ON ALL WALLS IN RESTROOM 3/4" = 1'-0"A0.6 5 WALL TYPE "8F"Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 F F EXIT EXITEXITFFFEXITK FF A4.0 1 A4.02 A4.1 2 1 1 2 2 3 7 7.8 7.8 8 F F 3 A6.2 3 A6.1 1 A6.0 1 A6.2 2 A6.0 2 A6.1 1 A5.0 1 A5.0 2 A5.0 2 A5.0 E E A8.2 1 A9.1 28 A7.0 1 A7.0 3 A7.0 4 1 A6.1 4 A6.2 D ASSOCIATE VESTIBULE OFFICE T2 V1 V2 R2 A7.0 7 OF W5 STAGING WOMEN'S RESTROOM W1 V1 V1 13 14 12 5 9 A9.1 31 CO 22 22 22 25 A9.0 30 A9.0 1 5 A4.1 5 25 A7.0 22 31 A7.0 21 A7.0 3 A7.0 4 SIM. A7.0 29 A7.0 28 A9.0 22 32 34 4 A6.1 C C B B A A 3.5 4 4 5 6 6 V3 WATER SERVICE ROOM W3 PROVIDE 1/2" CEMENT BOARD UP TO 10'-0" FOR ALL WALLS BEHIND WALK-IN REFRIG. HI-LO DRINKING FOUNTAINS W/ LO SIDE ON THE RETAIL SIDE. RE: SHEET AC1 FOR ACCESSIBILITY REQUIREMENTS WATER SOFTENER. RE: PLUMBING RE: DETAIL 13/A9 SEAL GAP AT FREEZER/SLAB WITH NON-SHRINK GROUT PORTABLE GENERATOR CONNECTION BOX. RE: ELECTRICAL NOTE: INSTALL PRE-PAINTED PLYWOOD FROM FLOOR TO CEILING IN ELECTRICAL ROOM, ALL WALLS, COLOR:P2 DS DSDS DS DS DS DS DS DS DS DS 6" PVC TUBE W/ THREADED CAP FOR AS-BUILT DRAWINGS LINE OF PORCH OVERHANG ABOVE RETAIL AREA FOOD SERVICESOFFIT. RE: SHEET A2.0 RE: DETAIL 6/A9.0 FOR CORNER SHELF PROVIDE 1/2" CEMENT BOARD UP TO 11'-0" A.F.F. FOR ALL WALLS BEHIND WALK-IN REFRIG. WASH ROOM WALK-IN FREEZER WALK-IN REFRIG. COFFEE REAR VESTIBULE MEN'S RESTROOM ELECTRICAL ROOM 10 5 5 5 5 1 2 CO2 22 22 22 SELF SERVICE WALK-IN REFRIG. FLOOR : VF1 OVER TERRAZZO VINYL FLOOR FURNISHED BY WAWA, INSTALLED BY G.C. RETAIL WALK-IN REFRIG. DELIVERY VESTIBULE 22 18 17 34 R1 36 WATER HEATER ON 30"x30"x4" PRE-CAST CONCRETE PADEL R PT PT D1 W6 V2 BELOW WATERTABLE ABOVE WATERTABLE PROVIDE 1/2" DUROCK AT BASE OF WALL TO A HEIGHT OF 48" AND 1/2" PLYWOOD ABOVE DUROCK BEHIND WALL MTD SHELVES AT HEIGHT OF 48". FINISH TO BE FRP. RE: ELEVATIONS SS HAND SINK. RE: DETAIL 12/A9.0 FASCIA ABOVE WALK-IN BOXES TO UNDERSIDE OF CEILING. RE: 11/A2.0 ALL JOINTS, GAPS OR SPACES LEADING FROM BUILDING/VESTIBULE INTERIOR TO THE ROOFTOP TOWER SHALL BE SEALED BELOW WATERTABLE ABOVE WATERTABLE PROVIDE 1/2" CEMENT BOARD UP TO 10'-0" A.F.F. FOR ALL WALLS BEHIND WALK-IN REFRIG. 5 A2.0 KNOX-BOX 3273 RECESSED MOUNT SERIES. CONFIRM LOCATION AND REQUIREMENTS WITH LOCAL JURISDICTION. CEILING FEATURE. RE: SHEET A2.0 30 A9.1 29 A9.1 4" DIA. BOLLARD @ GEN. BOX, SUPPLIED BY WAWA, INSTALLED BY G.C. RE: DTL 7/A6.2 PROVIDE 1/2" CEMENT BOARD UP TO 10'-0: A.F.F. FOR ALL WALLS BEHIND WALK-IN FREEZER BULKHEAD. RE: SHEET A2.0 1' - 3"3' - 4" 15 SURGE TANK ON SHELF. RE: 8/A9.0 3 3 6 10 33 4 10 7 33 3 4 10 10 7 11 R3 G 4 A9.1 A A A A A A 1. FOR SLAB CONTROL JOINT LOCATIONS SEE SHEET "S2.0". 2. FOR EQUIPMENT LAYOUT SEE SHEET EQ1. 3. FOR UNDERSLAB CONDUIT LOCATIONS SEE SHEETS "P1.0" & "E4.0". 4. REFER TO SHEET A0.5 FOR BLOCKING SCHEDULE, DOOR SCHEDULE, ROOM FINISH SCHEDULE, AND GENERAL NOTES. 5. REFER TO SHEET A8.0 -FINISH FLOOR PLAN FOR INTERIOR ELEVATION MARKERS AND SHEET A8.1, A8.2 & A8.3 FOR INTERIOR ELEVATIONS. 6. REFER TO SHEET A5.1 FOR STOREFRONT ELEVATIONS. 7. PROVIDE DIAGONAL BRACING TO ALL METAL STUD SOFFITS THAT ARE SUSPENDED FROM STRUCTURE ABOVE. 8. AT ALL METAL STUD PARTITIONS SYSTEMS THAT EXTEND TO STRUCTURE, PROVIDE DEFLECTION TRACK WITH 2" MIN. DEFLECTION SEE DETAIL 1/A11.0. FLOOR PLAN NOTES FILLER PANEL BY REF. CO. (TYP) TO MATCH ADJACENT PANEL SURFACE 2" CLEAR SPACE @ W.I.B. DO NOT MECHANICALLY FASTEN TO W.I.B. (TYP.) A FILLER PANEL BY REF. CO. (TYP) TO MATCH ADJACENT PANEL SURFACE 2" CLEAR SPACE @ W.I.B. DO NOT MECHANICALLY FASTEN TO W.I.B. (TYP.) A FILLER PANEL BY REF. CO. (TYP) TO MATCH ADJACENT PANEL SURFACE 2" CLEAR SPACE @ W.I.B. DO NOT MECHANICALLY FASTEN TO W.I.B. (TYP.) FILLER PANEL BY REF. CO. (TYP) TO MATCH ADJACENT PANEL SURFACE 2" CLEAR SPACE @ W.I.B. DO NOT MECHANICALLY FASTEN TO W.I.B. (TYP.) 16 GA. MTL. STUDS @ SELF SERVE BEVERAGE CENTER A WALL SHEATHING TO BE 1/2" PLYWOOD. A 6" X 6" ACCESS PANEL FOR 4" PVC THROUGH WALL PIPEA A 37 A A A A7.0 3 A7.0 3 A7.0 3 A7.0 3 SIM. 11 SF4 SF6 SF8 SF12SF30 SF32SF10 SF3SF1 SF14 SF16 SF18 SF20 SF22SF24SF26SF28 SF29 FOR STAMPED CONCRETE, SEE SHEET A11.0 FOR OUTDOOR SEATING LAYOUT, SEE SHEET EQ1 19 A CO2 ALARM AND WARNING SIGN BY CO2 SYSTEM VENDOR CO2 SENSOR BY CO2 SYSTEM VENDOR. G.C. TO PROVIDE PROTECTIVE CAGE GUARD BY SAFETY TECHNOLOGY INTERNATIONAL #STI-9621. RE: ELECTRICAL 19 A FILLER PANEL BY REF. CO. (TYP) TO MATCH ADJACENT PANEL SURFACE 2" CLEAR SPACE @ W.I.B. DO NOT MECHANICALLY FASTEN TO W.I.B. (TYP.) 27 A7.0 A 11 3 10 17 A7.0 27 A7.0 A A CEILING FEATURE. RE: SHEET A2.0 5 BULKHEAD, RE: SHEET A2.0 BULKHEAD, RE: SHEET A2.0 BULKHEAD, RE: SHEET A2.0 ACCESS PANEL. RE: INTERIOR ELEVATIONS BULKHEAD, RE: SHEET A2.0 BULKHEAD, RE: SHEET A2.0 BULKHEAD, RE: SHEET A2.0 BULKHEAD, RE: SHEET A2.0 11 38 39 ACCESS PANEL IN SOFFIT ABOVE.SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:13 AMA1.0218071904-17-2020APGAFLOOR PLANORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/4" = 1'-0"A1.0 1 FLOOR PLAN Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 F F EXIT EXITEXITFFFEXITK FF 1 1 2 2 3 7 7.8 8 8 F F E E D C C B B A A 3.5 4 4 5 6 6 G G ASSOCIATE VESTIBULE OFFICE STAGINGWOMEN'S RESTROOM 2" WATER SERVICE ROOM 1' - 7"1' - 7" DS DSDS DS DS DS DS DS DS DS DS RETAIL AREA FOOD SERVICE WASH ROOM WALK-IN FREEZER WALK-IN REFRIG. COFFEE REAR VESTIBULE MEN'S RESTROOM ELECTRICAL ROOM CO2 SELF SERVICE WALK-IN REFRIG. RETAIL WALK-IN REFRIG. DELIVERY VESTIBULE BLACK FINISH 10' - 6"4' - 8"11' - 10"13' - 9"4' - 6"8"2' - 2"1' - 11"12' - 0"11' - 4"8' - 0"9"9' - 1" A A A A A A GENERAL NOTES 1. EXTERIOR WALL DIMENSIONS ARE FROM FACE OF EXTEROR SHEATHING/CMU STEM WALL. INTERIOR WALL DIMENSIONS ARE FROM FACE OF STUD, UNLESS NOTED OTHERWISE. 2. ALL WALLS BEHIND WALK-IN REFRIGERATORS AND FREEZERS SHALL BE 1/2" DUROCK CEMENT BOARD TO HEIGHT OF 11'-0" A.F.F. FASTEN BOARDS TO STUDS @ 8" O.C. EA. WAY W/ DUROCK FASTENERS. EMBED ALKALI-RESISTANT TAPE IN THINSET OVER JOINTS. 3. STOREFRONT TO BE DRY SET 4. PROVIDE 6" PVC TUBE WITH THREADED CAP, 36" IN LENGTH, MTD. VERTICALLY TO WALL WITH METAL STRAPS, IN ELECTRICAL ROOM AS NOTED. 5. REFER TO SHEET A0.6 FOR WALL TYPES AND SHEET A1.1 FOR WALL TYPE MARKERS.9' - 4 5/8"11' - 1 5/8"HOLD12' - 11 1/2"29' - 2 1/4"5' - 8"A FACE OF STUD TO FACE OF STUD 92' - 4" TO LIMITS OF STONE SILL 93' - 1 1/4" 34' - 3 3/4"2' - 7"3' - 6 1/8" ROUGH OPENING 6' - 4"3' - 6 7/8"2' - 7"39' - 5 1/4" 4"11' - 0"20' - 0"3' - 10 1/4"6' - 1 3/4"10' - 7 1/2"10' - 7 1/2"9' - 9 5/8"19' - 7 3/8"4"3' - 0"FACE OF STUD TO FACE OF STUD69' - 8"1' - 11"TO LIMITS OF STONE SILL75' - 4 1/4"2' - 5 1/2"17' - 6"17' - 6"17' - 4"3' - 8"13' - 0"4"2' - 8"ROUGH OPENING3' - 4"22' - 6 1/8"ROUGH OPENING4' - 4"23' - 0 1/4"8' - 1"5' - 8 1/2"11' - 8 7/8"9' - 2 5/8"9"9' - 3"9"8' - 9 1/2"6"2' - 7"6"15' - 9"6"2' - 7"6"4' - 6 3/4"8 1/2"9' - 3 1/2"8 1/2"9' - 3 1/2"4' - 4 1/4" 41' - 0"21' - 11"29' - 5"2' - 7"6"11' - 0 3/8"6"3' - 6 5/8"1' - 1 1/4"8' - 6 1/2"8 1/2"8' - 6 1/2"8 1/2"3' - 11 7/8"24' - 0 7/8"ROUGH OPENING4' - 4"1' - 5"7' - 1 1/8"21' - 3 3/8"2"10' - 9 1/8"15' - 10"6' - 3 5/8"4' - 4 3/8"16' - 7"2 1/2"10' - 8"7' - 0 1/8" 10' - 6" 3' - 6"4' - 3 3/4"10 3/4"1' - 6 7/8"45' - 10 5/8"4' - 1"41' - 0 3/8" 10' - 5 1/8"16' - 10 5/8"7' - 6 3/8"4' - 10 1/4"6' - 8 5/8"7' - 11 3/8"3' - 0 1/8"18' - 6 1/2"3' - 4 7/8"11' - 8 1/4"5' - 3 3/4"6' - 3 1/4"43' - 9"10"6' - 6 1/4"2"10"4' - 7 5/8"11' - 7"12' - 1"7' - 0 1/4"10' - 11 1/2"16' - 0 1/2"8' - 10 1/8"5' - 6 1/2"1' - 10 1/4"3' - 1 5/8"1' - 4 7/8"2' - 0 1/2"5' - 4 1/4"2' - 0"2' - 11 3/4" 2' - 2 3/8"3' - 10"2' - 6"9' - 0 5/8"7' - 4 3/4"5' - 3 1/2"5' - 9 1/2"6' - 2 7/8"10' - 8 1/2"27' - 3 5/8"13' - 3 1/2"9 3/8"14' - 1 1/2"10 1/8"6' - 8 1/8"5' - 11 1/4"7 5/8"3' - 10 3/4"6' - 10 1/4"3' - 8 1/2"11' - 9 5/8"5' - 9 3/8"3' - 0 5/8"27' - 7 1/8"3' - 8 1/4"14' - 11 7/8" 1' - 4 3/4" 4' - 5 1/2"3' - 2 1/8"8' - 8 3/8" HOLD 8' - 9"3' - 8 1/8"1' - 8 3/8"1' - 7 1/4"HOLD15' - 7"30' - 7 3/4"7' - 11 3/4"7' - 2 1/4"2"2"15' - 2"5' - 6 1/4"2" 2 1/8"8' - 3 3/4"2"5' - 1"9' - 0 1/8"38' - 3 7/8"10"11' - 6"31' - 4"20' - 8 3/4"W.I.B. HOLD12' - 6 1/2"2"2" W.I.B. HOLD 15' - 3 7/8"2"2"2"11' - 4 7/8"4' - 8 1/4"4' - 6 1/2"2' - 5 7/8"17' - 6 7/8"7' - 7 1/2" 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A3A 3B 3B 3B 3B 3B 3B 3B 3B 8E 8E 8E 8E 8E 8C 3D 3D 3D 8A 8A 8F 8F 8A 8A 8A 8A 8A 8A 8F 6H6H 8A SIM. SIM. 8F 8F 8F 8F HOLD 3' - 1 1/4"HOLD5' - 7 5/8"11' - 4"6' - 5 3/8"2"15' - 0" 3' - 10"4' - 2 1/4"1' - 0 1/2"3C 4"4' - 0"4"52' - 3 3/4"19' - 3 1/4"14' - 8"3' - 11"16' - 8 1/2"7' - 5"3' - 4"16' - 2 1/8"22' - 5 7/8"15' - 9"HOLD 16' - 7"3' - 4"6"SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:16 AMA1.1218071904-17-2020APGADIMENSIONED FLOOR PLANORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/4" = 1'-0"A1.1 1 DIMENSIONED FLOOR PLAN Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 OS OS M OS M OS M M M M M OS M OS M 1 2 3 7 7.8 8 F E LIGHTING @ TOWER SOFFIT ABOVE D A.F.F. 2' X 2' ACT2 10' - 0" A.F.F. INSULATED PANEL 9' - 0" A.F.F. 2' X 2' ACT2 10' - 0" A.F.F. INSULATED PANEL 10' - 0" A.F.F. INSULATED PANEL 9' - 0" 2' - 0"2' - 4 1/2"2' - 4 1/2"A.F.F. INSULATED PANEL 10' - 0" DS DS DS STUCCO FINISH WALL LIGHTS RE: ELECTRICAL LINE OF SOFFIT ABOVE RE: 2/A2.01' - 11"A.F.F. 5/8" MR GWB 10' - 0" A.F.F. 5/8" MR GWB 8' - 6" SEE NOTE 5 A.F.F. 5/8" MR GWB 10' - 0" SEE NOTE 5A.F.F. 5/8" MR GWB 10' - 0" SEE NOTE 5 10' - 0 5/8" 5' - 6"5' - 6"2' - 10 1/2" DS DS DS TROUGH ABOVE. RE: ELECTRICAL DWGS EXTERIOR EMERGENCY LIGHT CENTERED ABOVE DOORWAY EXTERIOR EMERGENCY LIGHT CENTERED ABOVE DOORWAY CREATE 2' X 3' ACCESS FOR WALK-INS 6" ABOVE THE CEILING IN THIS AREA. M CENTER FIXTURE OVER LAVATORY (TYP)EQEQEX EX EX COMPLETELY SEAL PERIMETER OF CEILING 30" X 30" ACCESS EF SECURITY CAMERA, TYP RE: ELECTRICALSECURITY CAMERA, TYP RE: ELECTRICAL DS DS 6' - 0"2' - 4"9' - 6"10' - 0"10' - 0"10' - 0"24"X30" ACCESS PANEL RE: DOOR SCHEDULE AP4 EVAPORATORS, TYP SECURITY CAMERAS RE: ELECTRICAL VESTIBULE OFFICE ASSOCIATE WATER SERVICE ROOM WOMEN'S RESTROOM STAGING 9 3/4"4' - 10"10' - 1"9' - 9" ALL MUSIC SPEAKERS AND OCCUPANCY SENSORS CENTERED IN CEILING TILE U.N.O. (TYP.) 1' - 6"1' - 10"DS (RE: NOTE 5) 9 A9.0 6' - 4" DUPLEX OUTLET DUPLEX OUTLET 2' - 11"1' - 6"16 A7.0 PROVIDE 3/4" PLYWOOD DECK OVER RESTROOM CEILING JOISTS. AT MEN'S, WOMEN'S RESTOOMS AND REAR VESTIBULE. DOWNLIGHT, CENTERED IN PANEL. 4 A5.0 10' - 0"10' - 0"3' - 5"2' - 6"6' - 1" +/- 2' - 2" UN-VENTED SOFFIT THIS AREA A.F.F. 5/8" MR GWB 13' - 6" SEE NOTE 5 C B A 3.5 4 5 6 P9 P9 P9 1' - 6" A2.0 3 1' - 7"1' - 9"1' - 9"1' - 9"P6 1' - 0" EQ EQ EQ EQRETAIL WALK-IN REFRIG. SELF SERVICE WALK-IN REFRIG. REAR VESTIBULE P9 EF WALK-IN FREEZER WALK-IN REFRIG.2' - 4 5/8"3' - 4"3' - 0"3' - 0"3' - 0"2' - 11 1/2"2' - 11 1/2"6' - 10"EF EF EQ EQA2.0 4 2' - 11"1' - 7" RETAIL AREA DELIVERY VESTIBULE MEN'S RESTROOM ELECTRICAL ROOM FOOD SERVICE COFFEE A.F.F. 2' X 2' ACT1 13' - 6" WASH ROOM 3' - 7"3' - 6 1/2"6' - 5"5' - 0 1/2"A.F.F. 2' X 2' ACT2 10' - 0" A.F.F. 2' X 2' ACT2 10' - 0" A.F.F. 2' X 2' ACT2 11' - 0" EXTERIOR EMERGENCY LIGHT CENTERED ABOVE DOORWAY EX 5 A2.0 WALL MTD SIGN RE: SHEET G1 6 A2.0 A.F.F. 2' X 2' ACT1 10' - 6" 7 A2.0 A.F.F. 2' X 2' ACT1 10' - 0" A.F.F. 2' X 2' ACT1 10' - 0" A.F.F. 2' X 2' ACT1 10' - 0"4' - 0"1' - 0"1' - 11 1/2"3' - 10 1/2" 1' - 6 1/2"3' - 9" 3' - 0"3' - 5"1' - 3"2' - 2"11 1/2"EX EVAPORATORS, TYP EVAPORATORS, TYP 3' - 8 1/2" EVAPORATOR A.F.F. 2' X 2' ACT2 9' - 0" A.F.F. 2' X 2' ACT2 9' - 0" B.O. BULKHEAD @ 7' -4" B.O. BULKHEAD @ 7' -4"EQEQ3' - 2"3' - 2" 2' - 4"2' - 4"EQEQ1' - 0"1' - 6"3' - 1 1/2"3' - 1 1/2"A.F.F. 5/8" MR GWB 8' - 6" SEE NOTE 5 CENTER FIXTURES OVER LAVATORIES (TYP) P6 6' - 3"1' - 6"1' - 0"2' - 5"3' - 5"3' - 5"1' - 6 1/2"1' - 0"G A AIR CURTAIN. SEE DETAIL 10/M3.0 A AIR CURTAIN. SEE DETAIL 10/M3.0 11 A2.0 A A A A A 8 A2.0 A FRAMED 30" X 30" OPENING ABOVE WIB.2' - 6"A A A A A A ALUMINUM SOFFIT @ 9'-0" A.F.F. ALUMINUM SOFFIT A A A A A A SODA CHASE SEE DETAIL 9/A2.0 A 10 A2.0 ACOUSTICAL CEILING CONTINUES ABOVE SOFFIT.1' - 1"A 7' - 10 5/8"9' - 11"6' - 0" EVAPORATORS, TYP B.O. PENDANT LIGHT @ 8'-0" A.F.F. (TYP). A A A ALUMINUM SOFFIT @ 9'-0" A.F.F. B.O. BULKHEAD @ 7' -4" 7 A2.0 EX SEE 4/A2.0 AND 3/A2.0 FOR PLAN LAYOUT OF SOFFIT ABOVE 5/8" MR GWB, 3-5/8" MTL. FRAMING 9'-0" A.F.F. 6 A9.1 RECESSED DOWNLIGHT, TYP RE: ELECTRICAL P1 COFFEE COUNTER BELOW A9.2 17 A9.1 7 A9.1 2' X3' ACCESS FOR WALK- IN 6" ABOVE THE ACT2 CEILING IN THIS AREA. 3' - 0"8" 3' - 0"10 1/2"5"2' - 0"2'X3' ACCESS PANEL IN GWB CLG. A A A A P1 2' - 0 1/8" 3' - 8 1/4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 33' - 8 1/4"4' - 0"4' - 0"2' - 10"2' - 10"3' - 2 1/2"19' - 2 1/2"3' - 2 1/2"7"1' - 2"1' - 2" 7" 3' - 2 1/2" TO UNDERSIDE OF DECK ABOVE 1/2" M.R. GWB, FLUSH W/ FACE OF WALK-IN BOX CONTRUCTION ADHESIVE FRP EDGE MOLDING DELIVERYWALK-IN BOX FRP, RUN PAST JOINT @ TOP OF WALK-IN SEALANT 3-5/8" MTL STUDS AND CONTINUOUS BOTTOM TRACK CONT. LED LIGHTING @ TOWER SOFFIT. RE: ELECTRICAL INSIDE OF TOWERO.H.2' - 0"GUTTER, TYP DOWNSPOUT, TYP O.H. 2' - 0" PANEL SOFFIT (TYP.) OPEN STRUCTURE ALUMINUM SOFFIT A 1/2" M.R. GWB, BOTH SIDES 3-5/8" MTL STUDS AND CONTINUOUS BOTTOM TRACK FRP ACOUSTICAL CEILING TILE AS SCHEDULED ACOUSTICAL CEILING TILE AS SCHEDULED SCHLUTER QUADEC TILE AS SCHEDULED 6"BOTT. OF FINISH 7' -4"A.F.F. UNDER SOFFIT P9 4-WAY DIFFUSER 3-WAY DIFFUSER 2-WAY DIFFUSER 2-WAY DIFFUSER 1-WAY DIFFUSER VERIFY DIFFUSER TYPE WITH HVAC PLAN SHEET M1.0. REFER TO MECHANICAL SHEETS FOR MORE INFORMATION. RETURN LINEAR DIFFUSER EF EXHAUST INTERIOR FINISH TAG RE: SHEET A0.5 FOR FINISH SCHEDULE P9 2 X 4 LED FIXTURE 2 X 2 LED FIXTURE 2 X 2 EMERGENCY LED FIXTURE 2 X 4 EMERGENCY LED FIXTURE B.O. CHASE CLG HT. RE: RCP T.O. CHASE 4-SIDED 3/4" AZEK CHASE FOR SODA LINES. 8"X8" MIN. CLEAR INSIDE DIMENSION. FASTEN TO WALL ACOUSTICAL CEILING TILE 1' - 0"6"8" A A A CEILING HEIGHT B.O. SOFFIT 1/2" GWB, BOTH SIDES 3-5/8" MTL STUDS AND CONTINUOUS BOTTOM TRACK 7' - 4" 9' - 0" RE: INTERIOR ELEVATIONS FOR FINISHES. A A9.0 1 PROFILE AT WALK- IN REFRIGERATOR 1" QUARTER ROUND MOULDING PAINTED P1 TO MATCH THE UNDERSIDE OF BULKHEAD . DO NOT MECHANICALLY FASTEN TO W.I.B. INTERIOR FASCIA FRAMING. RE: STRUCTURAL ACT CLG 10' -6"A.F.F. B.O. SOFFIT 7' -4"A.F.F. ACOUSTICAL CLG TILE M.R. GWB ON 3-5/8" MTL STUDS @ 16" O.C. 5/8" GWB ON 3-5/8" MTL STUDS @ 12" O.C. PAINTED GWB. RE: ELEVATIONS A A A 7' - 1" C.L. OF BLOCKING B.O. SOFFIT 2X8 BLOCKING BY GC "BEER COOLER" SIGN DBL 2X4 NAILED TOGETHER 2 X 4 MTL STUD BEER COOLER INTERIOR DUPLEX RECPT. A 9' - 8" DL3 4-IN. DOWNLIGHT, TO BE LOCATED IN THE GWB SOFFIT, TYP. RE: ELECTRICAL LL2 LED STRIP LIGHT, TYP., TO BE MOUNTED ON TOP OF SOFFIT, ON TILTABLE STAND. DIRECT TOWARD WALL. RE: ELECTRICAL GRAPHIC SIGN, SEE INTERIOR ELEVATIONS. A 10' - 6"14' - 4"1' - 2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1' - 5 1/2" NOTE:REF SHEET E2.0 FOR LIGHTING INFORMATION. 10"EQEQ3' - 6"3' - 5 3/8"3' - 5 3/8"3' - 5 3/8"3' - 5 3/8" 13' - 9 5/8" DL3 4-IN. DOWNLIGHT, TO BE LOCATED IN THE GWB SOFFIT, TYP. RE: ELECTRICAL LL2 LED STRIP LIGHT, TYP., TO BE MOUNTED ON TOP OF SOFFIT, ON TILTABLE STAND. DIRECT TOWARD WALL. RE: ELECTRICAL 6 A9.1 P1 PROFILE AT WALK- IN REFRIGERATOR UNDER SOFFIT INTERIOR FASCIA FRAMING. RE: STRUCTURAL ACT CLG 13' -6"A.F.F. B.O. SOFFIT 7' -1"A.F.F. GWB CLG 9' -0"A.F.F. ACOUSTICAL CLG TILE 1' - 0"GLASS TILE OVER M.R. GWB ON 3-5/8" MTL STUDS @ 16" O.C. 1' - 4" 5/8" GWB ON 3-5/8" MTL STUDS @ 12" O.C. PAINTED GWB. RE: ELEVATIONS 1X4 WOOD CEILING TRIM. 6" LED STRIP LIGHT MOUNTED ON TILTABLE STAND. ADJUST ANGLE IN FIELD TO DIRECT LIGHT ONTO WALL. RE: ELECTRICAL 2"2X6 BLOCKING AT MOUNTING ANGLE LETTER LOGO SIGN IN SUPPORT TUBES BY SIGN VENDOR CO. A9.0 10 RECESSED DOWNLIGHTING IN GWB SOFFIT. 1" QUARTER ROUND MOULDING PAINTED P1 TO MATCH THE UNDERSIDE OF BULKHEAD . DO NOT MECHANICALLY FASTEN TO W.I.B.SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:23 AMA2.0218071904-17-2020APGAREFLECTED CEILING PLANORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/4" = 1'-0"A2.0 1 REFLECTED CEILING PLAN 1 1/2" = 1'-0"A2.0 8 FASCIA AT WALK-IN REFRIGERATOR AT DELIVERY 1/8" = 1'-0"A2.0 2 UPPER TOWER REFL. CEILING PLAN 1 1/2" = 1'-0"A2.0 7 FASCIA/SOFFIT AT FOOD SERVICE 1. REFER TO SHEET "E2.0" FOR LIGHTING INFORMATION. 2. G.C. SHALL INSTALL 3/4" 1/4-ROUND MOLDING TO COMPLETELY SEAL THE GAP BETWEEN THE SOFFIT WALL AND WALK-IN REFRIGERATOR. PAINT MOULDING TO MATCH UNDERSIDE OF BULKHEAD. DO NOT MECHANICALLY FASTEN TO W.I.B. MITER CUT AT RAW ENDS (TYP.) 3. NOT USED. 4. ANY EXPOSED GWB CEILINGS SHALL BE PAINTED COLOR MUSLIN. 5. GWB CEILING CONSTRUCTION : 8" , 16 GA. METAL STUDS @ 24" O.C., INSULATED, U.N.O. 6. REFER TO SHEET "M1" FOR AIR DIFFUSERS AND RETURN AIR GRILLES INFORMATION. 7. NO ACCESS PANELS IN FREEZERS. 8. REFER TO INTERIOR FINISH SCHEDULE, SHEET A0.5, FOR CEILING SPECIFICATIONS. 9. ALL SOFFIT CONDITIONS SHALL BE CONSTRUCTED WITH METAL STUDS @ 16" O.C. M MUSIC SYSTEM SPEAKER M WALL MOUNTED MUSIC SYSTEM SPEAKER GENERAL NOTES 1 1/2" = 1'-0"A2.0 9 SODA CHASE DETAIL REFLECTED CEILING PLAN LEGEND OS OCCUPANCY SENSOR 1/2" = 1'-0"A2.0 5 SOFFIT AT EXPRESS CASE ALCOVE 2 X 2 ATC CEILING GWB CEILING 3/4" = 1'-0"A2.0 11 FOOD SERVIVE SOFFIT @ WALK-IN REF. 1" = 1'-0"A2.0 6 BEER COOLER SIGN MOUNTING DETAIL A 1/4" = 1'-0"A2.0 4 PLAN @ RETAIL SOFFIT 1/4" = 1'-0"A2.0 3 SOFFIT @ SELF-SERVE BEVERAGE AREA 3/4" = 1'-0"A2.0 10 PERIMETER FASCIA DETAIL Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 A4.0 1 A4.02 A4.1 2 A4.1 1 REFRIDGERATION COMPRESSOR UNIT STANDING SEAM METAL ROOF ROOF LADDER PARAPET CAP 30" X 60" WALKWAY PADS SPACED 6" APART (TYP) (RE: GENERAL NOTES) CRICKET (TYP) CRICKET, TYP GUTTER AND DOWNSPOUT SYSTEM OPENING IN PARAPET OVERHANG ROOF DRAINS AND D.S. SHALL BE CENTERED ON COLUMNS, TYP RE: EXT. ELEVATIONS RE: 5 & 6/A3.1 FOR CURB DETAIL SINGLE-PLY ROOFING OVERFLOW SCUPPERS 2" ABOVE ROOF SURFACE (TYP) ROOF SCUPPER AND DOWNSPOUT (TYP) RE: EXT. ELEV FOR LOCATIONOVERFLOW SCUPPERS 2" ABOVE ROOF SURFACE, (TYP.) SINGLE-PLY ROOFING OVER MIN. R-40 INSULATION -STAGGER AND OFFSET LAYERS OF INSULATION PER MFR RECOMMENDATIONS. RE: SPECIFICATIONS PARAPET CAP 3' - 4"9' - 4 1/2" 6" / 12"6" / 12"6" / 12"6" / 12"PARAPET CAP OVERHANG PORCH OVERHANG STANDING SEAM ROOF HIP CAP DS STANDING SEAM METAL ROOF DS PIPE HOOD FOR MASTER-BILT UNIT ICE MACHINE CONDENSING UNITS AND MECHANICAL STAND RD-1 RD-1 RD-1 RD-2 PROVIDE CHEMCURB AT EACH OVERHANG - MOUNTED LIGHT FIXTURE LIGHT FIXTURE RE: ELECTRICAL LIGHT FIXTURE RE: ELECTRICAL LIGHT FIXTURE RE: ELECTRICAL 1/4" / 12"HVAC UNIT (TYP) SEE MECHANICAL DRAWINGS. SEE 1/M3 FOR CURB DETAIL SINGLE-PLY ROOFING OVER MIN. R-40 INSULATION -STAGGER AND OFFSET LAYERS OF INSULATION PER MFR RECOMMENDATIONS. RE: SPECIFICATIONS REFRIGERATION LINES 5" / 12"8 A3.1 PORCH OVERHANG SINGLE-PLY ROOFING 19' - 11 1/2"8' - 10“ PROVIDE WALKMAT UNDER DOWNSPOUTS PROVIDE WALKMAT UNDER DOWNSPOUTS LOTTO SATELLITE DISH LOCATION (+) (+) (+) (+) (+) (+) VTR, RE: PLUMBING HVAC UNIT (TYP) SEE MECHANICAL DRAWINGS. SEE 1/M3 FOR CURB DETAIL EXHAUST FAN. RE: MECHANICAL CRICKET (TYP)(+) CRICKET (TYP) (+) CRICKET, TYP CONDENSATE LINES. RE: MECH.CLEAR3' - 6"4' - 10"4' - 10"4' - 10"2' - 0"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"2' - 0"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6" TO PLYWOOD 3' - 4 1/2" TO ROOF EDGE 1' - 11 1/2"TO ROOF EDGE2' - 5 1/2"TO ROOF EDGE1' - 0 3/8"SEE EXTERIOR ELEVATION SHEET A4.1 FOR ROOF DRAIN/DOWNSPOUT LOCATIONS AP5 A6.0 6 A6.0 7 RD-1 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"3/4" / 12"RD-1 RD-1 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" RD-1 CONDENSATE PIPE SUPPORT, TYP 4'-0" MAX. O.C. RE: DETAIL 9/M3.0 CONDENSATE PIPE SUPPORT, TYP 4'-0" MAX. O.C. RE: DETAIL 9/M3.0 GUTTER AND DOWNSPOUT SYSTEM A3.1 2 A3.1 10 PARAPET CAP PROVIDE CHEMCURB AT EACH TIE ROD KNIFE PLATE A3.1 5 1/2 " / 1 2 " ROOF SCUPPER AND DOWNSPOUT (TYP) RE: EXT. ELEV FOR LOCATION 1/2" / 12" CRICKET (TYP) (+) CRICKET (TYP) (+) 21' - 5"3/4" / 12"CRICKET CRICKET EXHAUST FAN. RE: MECHANICAL 4' - 10" 1 /2 " / 1 2 "HVAC UNIT (TYP) SEE MECHANICAL DRAWINGS. SEE 1/M3 FOR CURB DETAIL 1.RIGID INSULATION SHALL BE TWO LAYERS WITH JOINTS STAGGERED (OFFSET) AND TOTAL THICKNESS AS REQUIRED TO MEET THE MINIMUM R-VALUE AS SHOWN ON THE ROOF PLAN. 2.GUTTERS SHALL BE CONTINUOUS (NO SEAMS). 3.COORDINATE ALL PLUMBING PENETRATIONS WITH THE PLUMBING DRAWINGS. 4.COUNTER SINK ALL SCREWS AT TOP OF PARAPET PLATE LOCATIONS TO PREVENT ROOF MEMBRANE DAMAGE AND TEAR. 5.(+) NOTATIONS ON ROOF PLAN INDICATE ADDITIONAL THICKNESS OF TAPERED INSULTATION ADDED TO THE BASE INSULATION THICKNESS. DIRECT WATER TO SCUPPERS AND/OR ROOF DRAINS. 6.CONTRACTOR TO UTILIZE TAPERED INSULATION AT ALL CRICKETS. SQUARE EDGES WILL NOT BE ACCEPTABLE. 7.CONTRACTOR TO PROVIDE CRICKETS ON UPHILL SIDE OF ALL EQUIPMENT CURBS. CRICKETS SHALL SLOPE 1/2" = 1'-0" FROM CENTER RIDGE AND EXTEND TO THE OUTSIDE EDGE OF THE CURB. 8.LIGHT FIXTURES ON OVERHANGS SHALL NOT BE MOUNTED WITHIN 1'-0" OF ROOF DRAINS. GENERAL NOTES WALK-WAY PAD NOTES: 1.ROOF WALK-WAY PADS SHALL BE WHITE WITH YELLOW SAFETY TRIM, BE A MAXIMUM OF 10'-0" IN LENGTH, AND BE FULLY WELDED AT THE PERIMETER. 2.EDGE OF WALK-WAY PADS SHALL BE A MINIMUM OF 2" FROM ALL SEAMS. DO NOT INSTALL WALK-WAY PADS OVER ROOFING MEMBRANE SEAMS. 3.WALKWAY PADS SHALL BE INTERRUPTED AT EDGES OF CRICKETS. 4.EXTEND ROOF WALK-WAY PADS FROM ROOF LADDER TO ALL EQUIPMENT, LIGHT FIXTURES, ELECTRICAL RECEPTACLES, EXHAUST FANS, AND TOWER ACCESS DOOR. VERIFY LOCATIONS IN THE FIELD. 5.THE SUPPORTS FOR THE CONDENSATION, REFRIGERATION, AND ALL OTHER PIPING TO BE FASTENED WITH AN APPROVED ADHESIVE TO 12" x 12" WALK-WAY PAD SECTIONS FULLY WELDED AT THE PERIMETER TO THE ROOF MEMBRANE. (SEE 9/M3.0) 6.GENERAL CONTRACTOR TO PLACE THREE (3) LOOSE WALK-WAY PADS IN TOWER FOR LOTTO SATELLITE DISH VENDOR. ROOF PLAN NOTES A A WIFI ROUTER WIFI ROUTER 1/2" / 12"1/2" / 12"1/2" / 12"A7.1 4 SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:27 AMA3.0218071904-17-2020APGAROOF PLAN & NOTESORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/4" = 1'-0"A3.0 1 ROOF PLAN A A Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 6 A3.1 11' - 6" NOTE: 1. ALL PRESSURE TREATED LUMBER. 2.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND ATTACHMENT PER PROJECT WIND SPEED REQUIREMENTS 4' - 9 3/4"3/4" EXT. P.T. PLYWOOD CONT. 2X12 P.T. RIM JOIST 2X4 P.T. STUDS @ 12" O.C. CONT. 2X8 P.T. BOTTOM PLATE A A NOTES: 1. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ROOFING MEMBRANE RIGID INSULATION METAL DECK 3/4" EXT. P.T. PLYWOOD DECK- LEVEL PLATFORM REFRIG. UNIT WRAP PLYWOOD IN 40 MIL. ICE & WATER SHIELD. (ALL SIDES AND TOP) (2) CONT. 2X8 P.T. TOP PLATE (2) CONT. 2X12 P.T. RIM JOIST (2) CONT. 2X8 P.T. BOTTOM PLATE SHIM PLATFORM LEVEL 2X4 @ 12" O.C. 30" X 60" WALKWAY PADS TO COVER COMPRESSOR PLATFORMS. A A 1' - 0" 20 GA. GALVANIZED SHEET METAL HOODREFRIGERATION LINES RUN STRAIGHT -NO BENDS TOP OF ROOF DECK PRE-FABRICATED CURB UNISTRUT ANCHORED TO CURB. CLAMP DISCHARGE AND DRAIN LINES WITH HYDRO-ZORB OR CUSHA CLAMP8" MIN.FILL OPENING W/ FOAM INSULATION AIR TIGHT AFTER LINES ARE INSTALLED MASTERBILT UNIT 1' - 7" 4"1' - 0"6"1' - 6"ROOF EL. -7" FROM ROOF DECK 4' - 0“1' - 9"20 GA GALV. SHEET METAL HOOD 2" X 6" -P.T. WOOD BLOCKING MECH. ANCHOR PER MANUFACTURER RECOMMENDATION RIGID INSULATION RE: SHEET A3.0 SLOPE ALUM. A/C STAND (MFR: MIAMI TECH). REFER TO FLORIDA PRODUCT APPROVAL OR MIAMI- DADE NOA FOR INSTALLATION INSTRUCTIONS ROOFTOP EQUIPMENT TIE-DOWN ANGLE AND FASTENER. PROVIDE QUANTITY AND TYPE PER FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA ISOLATOR PADS. MIN. 4 PER UNIT RE: STRUCTURAL FOR MOUNTING DETAILS STEEL CHANNEL. RE: STRUCTURAL PROVIDE ROOF MFR'S PRE- FABRICATED PIPE FLASHING AT ALL ROOF PENETRATIONS TOP OF ROOF FINISH METAL DECK. RE: STRUCTURAL AP5 LIGHT FIXTURE RE: ELECTRICAL 36"X48" ACCESS HATCH. RE: DOOR SCHEDULE, SHEET A0.5 STEEL BEAMS. RE: STRUCTURAL TOWER WALL DOWNSPOUT LINE OF TOWER EAVE ABOVE PARAPET WALL5/8" PLYWOOD OVER MIN. R-40 INSULATION -STAGGER AND OFFSET LAYERS OF INSULATION PER MFR RECOMMENDATIONS. RE: SPECIFICATIONS 21' - 11"21' - 10 5/8"9' - 5 3/8"20" (MIN.) - 30"(MAX.)2' - 0" (MIN.) 6"6"2' - 10"3' - 0"2' - 10" ICE MACHINE CONDENSING UNITS CONDENSER UNIT MOUNTING FLANGE, EA. SIDE OF UNIT SEE STRUCTURAL FOR MOUNTING DETAILS TO STRUCTURE 9' - 8"JOISTRE: STRUCT.JOISTRE: STRUCT.JOISTRE: STRUCT.1' - 0"1' - 0" ALUM. STAND SUPPORT POST, TYP 9 A3.1 SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:29 AMA3.1218071904-17-2020APGAROOF DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/2" = 1'-0"A3.1 5 COMPRESSOR PLATFORM PLAN 3" = 1'-0"A3.1 6 COMPRESSOR PLATFORM SECTION 1" = 1'-0"A3.1 8 PIPE HOOD DETAIL 1 1/2" = 1'-0"A3.1 9 CONDENSING UNIT ROOFING SUPPORT DETAIL 3/16" = 1'-0"A3.1 2 TOWER ATTIC PLAN 1/2" = 1'-0"A3.1 10 ICE MACHINE CONDENSER DETAIL A REFER TO NOA FOR FASTENING A Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 CONCEALED HANGERS @ 3-0" O.C. .032 ALUM. SEAMLESS "K" GUTTER BY G.C. SLOPE MIN 1/8" PER FT CPVC TRIM DOWNSPOUT CONTINUOUS ALUM. DRIP EDGE. MATCH ROOF COLOR PAINTED POP RIVETS ALLOW FOR THERMAL MOVEMENT DUTCH SEAM METAL ROOF PANEL GALV. FLAT ANCHOR CLIPS #10-13 x 1" WAFER-HEAD SCREWS 6 " M A X .5"2 1/4"4" 6 1/4"3 1/4"1/2"4 1/2"3/4"3/4" TYPICAL GUTTER NOTES: 1. GUTTER SHALL BE CONTINUOUS. NO SEAMS ALLOWED. 2. FLASHINGS MIN. 26GA CORROSION RESISTANT METAL. 3. ALL GUTTERS TO SLOPE MIN. 1/8" PER FOOT TO DOWNSPOUT. B.O. OVERHANG 9' -0" T.O. CLERESTORY 13' -6" HANGER ROD ANCHOR 15' -2" A3.2 21 A7.0 13 A7.0 19 OPP SOFFIT SINGLE PLY ROOFING MEMBRANE STEEL BEAM, RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL SUPPORT ROD. RE: STRUCTURAL TAPERED INSULATION BOARD 1 1/2" 18 GA FURRING AT 12" O.C. METAL DECK RE: STRUCTURAL 2" CHEMCURB OR EQUIVALENT W/ PROPACK POURABLE SEALER LIGHT GAUGE FRAMING. RE: STRUCTURAL CONT. 2X WOOD BUCKS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF-DRILLING SCREWS S-WW 14X20 X 2 3/4" PFH #4 WINGS @ 18" O.C. 2" PVC PIPE. EXTEND INTO DOWNSPOUT 4" EXTEND GWB TO BOTTOM OF DECK, TYP, ALL EXTERIOR WALLS. EXTEND ROOFING MEMBRANE UP SIDE WALL AND UNDER SILL, MIN. 8" VERT. 5/8" EXTERIOR GRADE PLYWOOD SHEATHING STOREFRONT LIGHT. PROVIDE 2" CHEMCURB OR EQUIVALENT. RE: ELECTRICAL 8" DIA. ROOF DRAIN 4" ROUND DOWNSPOUT ESCHUTCHEON RING, TYP AT DOWNSPOUTS 7 5 ° CONT. 2X WOOD BUCKS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF DRILLING SCREWS S-WW 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. A3.2 8 NOTE: PROVIDE 1" ESCUTCHEON PLATE AT DOWNSPOUTS AND ELECTRICAL FIXTURES SEAL ALL GAPS AND RECESSES WITH CLEAR SILICONE CUALK HSS 8X8X1/4, BEHIND. RE: STRUCTURAL 1' - 4" 1 /2 " / 1 2 "1/4" / 12" CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8”EXTERIOR GRADE PLYWOOD SHEATHING A3.2 9 SIM. B.O. CLERESTORY 11' -0" A F T.O. PARAPET 22' -4" PARAPET CAP RE: DETAIL 17/A3.1 5"2 1/2"CONT. 2X6'S 1X10 CPVC TRIM RE: ELEVATIONS MAINTAIN 1/2" GAP 2X6 TRIM RE: ELEVATIONS GALVANIZED FLAT ANCHOR CLIPS ICE & WATER SHIELD FORMED NEOPPRENE CLOSURES VENTED HEADWALL TRANSITION COUNTERFLASHING 5/8" PLYWD SHEATHING VENTILATION OPENING. DO NOT COVER W/ AIR BARRIER OR ICE SHIELD PRE-ENG'D METAL TRUSSES RE: STRUCTURAL 8" MTL. FRAMING STL. BEAM. RE: STRUCTURAL 2 1/2" ROOF SHEATHING. HOLD 2-1/2" OFF HEAD WALL DOUBLE FACED BUTYL SEALANT TAPE PRE-NOTCHED Z CLOSURES WHITE SINGLE PLY ROOFING MEMBRANE. EXTEND CONTINUOUS UP AND UNDER PARAPET COPING CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8”EXTERIOR GRADE PLYWOOD SHEATHING FIBER CEMENT ACCENT TRIM STARTER STRIP ANCHOR ROD BRACKET. RE: STRUCTURAL FLASHING. EXTEND 4" UP WALL BEHIND LAP SIDING SEALANT CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8”EXTERIOR GRADE PLYWOOD SHEATHING METAL PLATE. RE: STRUCTURAL STEEL COLUMN. RE: STRUCTURAL 1 1/2" CONT. PERIMETER SEALANT CONT. 2X P.T. WOOD BUCKS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF-DRILLING SCREWS S-WW 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. METAL FRAMING RE: STRUCTURAL CONT. STEEL TUBE RE: STRUCTURAL 1 1/2" 18 GA FURRING AT 12" O.C. BRAKE METAL FILLER ANGLE TO MATCH STOREFRONT. WRAP EXPOSED SUBSTRATE AND TERMINATE BEHIND STOREFRONT FRAME SOFFIT PANEL. ENSURE SOFFIT PANEL IS FLUSH WITH T.O. STOREFRONT FRAME CONT. SEALANT, TOP AND SIDES J-CHANNEL CONT. ANGLE RE: STRUCTURAL 5/8" EXTERIOR GRADE PLYWOOD SHEATHING EXTEND ROOFING MEMBRANE UP SIDE WALL AND UNDER SILL, MIN. 8" VERT. CLG. MTD ROLLER SHADE HEADBOX 1 T.O. PARAPET 22' -4" PLYWOOD SHEATHING4"7 1/2"2 1/2"5"CONT. 2X6'S 1X10 CPVC TRIM RE: ELEVATIONS 2X6 TRIM. RE: ELEVATIONS MAINTAIN 1/2" GAP CONT. 2X6 BLOCKING. COUNTERSINK #10 TEK BUGLE HEAD SCREWS @ 16" O.C. (STAGGERED), TYP WHITE SINGLE PLY ROOFING MEMBRANE. EXTEND CONTINUOUS UP AND UNDER PARAPET COPING STEEL TUBE. RE: STRUCTURAL 3/4" PLYWOOD ALUM. COPING CAP W/ 20 GA. CLEAT AND CONCEALED SPLICE PLATE, COLOR: AS SCHEDULED NO TOP FASTENING THROUGH PARAPET CAP COUNTERSINK 2 ROWS #10 TEK SCREWS @ 12" O.C., STAGGERED, TYP 7/8" STUCCO FINISH OVER 3.4# SELF- FURRING GALVANIZED METAL LATH ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING. WRAP OVER ALL WOOD FRAMING BELOW FASCIA 2X6 TRIM. RE: ELEVATIONS WHITE SINGLE PLY ROOFING MEMBRANE. EXTEND CONTINUOUS UP AND UNDER PARAPET COPING A A3.2 5 6"6" CPVC TRIM. ALUMINUM BRAKE METAL SURROUND OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER 5/8" EXTERIOR GRADE PLYWOOD PRE-ENGINEERED ROOF TRUSS FRAMING RE: STRUCTURAL STANDING SEAM ROOF PANEL STUCCO RE: EXT. FINISH SCHEDULE 5 1/2" FIBER CEMENT SIDING TRIM RE: EXT. FINISH SCHEDULE 3/4" PLYWOOD PANEL SOFFIT J-MOLDS CONT. LED LIGHTING @ TOWER SOFFIT, RE: ELECT. FOR VENTING PROVIDE GAP IN SHEATHING 40 MIL. SELF-ADHERED ICE AND WATER SHIELD A 2X6 BLOCKING B.O. SOFFIT FRAMING T.O. FASCIA 9'-0 5/8" 10'-4" J MOLD SOFFIT SHALL BE FLUSH WITH TOP OF STOREFRONT 1-1/2" METAL FRAMING 0.050 CONT. REVERSE FORM CLEAT (12'-0" LENGTHS), COLOR: BONE WHITE #26 FLUSH FACE EXTENDER 22 GA. GALV. MATERIAL (12'-0" LENGTHS) ONE LAYER HIGH- DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING FASTENERS PER NOA OR FLORIDA PRODUCT APPROVAL, TYP FASTENERS PER NOA OR FLA PRODUCT APPROVAL, TYP EXTRUDED ANCHOR BAR ROOFING MEMBRANE: WRAP DOWN FASCIA BENEATH "EXTENDER" CONT. ANGLE RE: STRUCTURAL LIGHT GAUGE METAL FRAMING. RE: STRUCTURAL 1-1/2" METAL FURRING 1"4"1/2"1' - 0 1/2"PLYWOOD FASCIA1' - 1 7/8"FULL VENT PANEL 1' - 0" FULL SOLID PANEL 1' - 0" FULL PANEL 1' - 0" FULL SOLID PANEL 1' - 0" PERFORATED PANELS DOWNLIGHT. RE: ELECTRICAL CENTER DOWNLIGHT ON SOFFIT PANELS 4 A5.0 FULL SOLID PANEL 1' - 0" FULL VENT PANEL 1' - 0" PERFORATED PANELS 5 1/2" FIBER CEMENT SIDING TRIM RE: EXT. FINISH SCHEDULE STUCCO RE: EXT. FINISH SCHEDULE J-MOLDS PANEL SOFFIT CONT. 2X6 P.T. FRAMING A3.2 5 STANDING SEAM ROOF PANEL PRE-ENGINEERED ROOF TRUSS FRAMING, RE: STRUCTURAL 5/8" EXTERIOR GRADE PLYWOOD CPVC TRIM 40 MIL. SELF-ADHERED ICE AND WATER SHIELD FOR VENTING PROVIDE GAP IN SHEATHING 6" 3/4" PLYWOOD SHEATHING A A 8" MIN.EXTEND ROOFING MEMBRANE UP WALL, MIN. 8" FINISH, PER SCHEDULE COUNTERFLASHING FLASHING TAPERED INSULATION ROOF DECK RE: STRUCTURAL SUBSTRATE 10"PLYWOOD SHEATHING STUCCO SADDLE FLASHING ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE STUCCO CASING BEAD 5 1/2" 3 1 /2 "PLYWOOD SHEATHING SEALANT ROOF MEMBRANE CONTINUE OVER PARAPET AND FACE NAIL. STUCCO SEALANT 5 1/2"STUCCO CASING BEAD OUTSIDE OF ROOF INSIDE OF ROOF METAL LATH B.O. OVERHANG 9' -0" 7 5 ° LIGHT FIXTURE RE: ELECTRICAL 8" DIA. ROOF DRAIN WITH EXTENSION SLEEVE AS REQUIRED TAPERED INSULATION BOARD SINGLE PLY ROOF MEMBRANE METAL DECK RE: STRUCTURAL STEEL TUBE RE: STRUCTURAL 1 1/2" 18 GA FURRING AT 12" O.C. SOFFIT ESCUTCHEON RING, TYP AT DOWNSPOUT 2 1 /4 " / 1 2 "4 1/4" / 12" CLERESTORY WINDOW 5/8" EXTERIOR GRADE PLYWOOD SHEATHING EXTEND ROOFING MEMBRANE UP SIDE WALL 8" 2" PVC PIPE EXTEND INTO DOWNSPOUT LIGHT GAUGE FRAMING RE: STRUCTURAL 4" ROUND DOWNSPOUT B.O. CLERESTORY 11' -0" CONT. 2X WOOD BUCKS SHALL BE ATTACHED USING HILTI KWIK-PRO SELF DRILLING SCREWS S-WW 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. A A SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:33 AMA3.2218071904-17-2020APGAROOF DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190633" = 1'-0"A3.2 5 FASCIA DETAIL 1 1/2" = 1'-0"A3.2 28 PORCH OVERHANG SECTION 1 1/2" = 1'-0"A3.2 12 STANDING SEAM ROOF DETAIL 3" = 1'-0"A3.2 21 HANGER ROD BRACKET COVER DETAIL 3" = 1'-0"A3.2 9 OVERHANG @ STOREFRONT 3" = 1'-0"A3.2 17 PARAPET DETAIL 3" = 1'-0"A3.2 1 TOWER STANDING SEAM EAVE DETAIL 3" = 1'-0"A3.2 8 OVERHANG FASCIA 1" = 1'-0"A3.2 7 SCHEMATIC VENTED SOFFIT LAYOUT 3" = 1'-0"A3.2 13 BACK ENTRY OVERHANG 3" = 1'-0"A3.2 20 TRANSITION AT ROOFING/EXTERIOR FINISH NOT TO SCALEA3.2 16 PARAPET TRANSITION AT TOWER 1 1/2" = 1'-0"A3.2 26 FRONT OVERHANG SECTION A Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021 T.O. FLOOR SLAB 0' -0" T.O. PARAPET 22' -4" B.O. OVERHANG 9' -0" TOWER PEAK 33' -4" 3 A6.1 T.O. CLERESTORY 13' -6" 2 A6.11 A6.1 FCS FCST RF2 G1 STN2 STN1 FCST FCS STOR PAR STOR SIGN STU1 FCST STN1 STN2 STN2 STOR OVH OVHSTOR PAR SCJ TG FCST STN1LIGHT RF3 DS1 DS1DS1 STU2 STU2 LIGHT LINE OF TOP OF ROOF BEYOND LINE OF TOP OF ROOF BEYOND FCST OVH2 5' - 9" PVCT PVCT STU1 PERP BOLLARD (TYP) FIXTURE SHALL BE SECURED AGAINST MOVEMENT/ROTATION FCST FCST T.O. MULLION & SILL 3' -0"10" MIN.SEE DETAIL 3/A4.0 R 12' - 11 1/2"A6.0 5 TYP OF (4)17' - 2"EQ.EQ. TRIPLE TRASH/ RECYCLE RECEPTACLE SECURITY CAMERAS TYP RE: ELECTRICAL SECURITY CAMERA, TYP RE: ELECTRICAL SECURITY CAMERAS RE: ELECTRICAL 14' - 0" TYP.EQ EQ EQEQ ICE EQ EQ SOFF SOFF MIN. 8"X8" MALTESE CROSS, LIGHT-FRAME TRUSS SIGN. RE: DETAIL 7/A4.0 EQEQ 6" 12" 6" 12" DS2 DS2 24" MAX LIGHT RSUP TYP PER STRUCT. PER STRUCT.PER STRUCT. A A 6' - 8"6' - 8"A 1' - 8"VENDER TO INSTALL FROSTED FILM TO THE INTERIOR OF STOREFRONT IN COFFEE AREA, TYP. WIFI ROUTER, (TYP) WIFI ROUTER, (TYP) A A A A SF4 SF6 SF8 SF1 SF14 SF16 SF18 SF20 SF5 SF7 SF9 SF2 SF15 SF17 SF19 SF21 T.O. FLOOR SLAB 0' -0" T.O. PARAPET 22' -4" B.O. OVERHANG 9' -0" TOWER PEAK 33' -4" T.O. CLERESTORY 13' -6" 1 A6.2 2 A6.0 RF2 FCS FCST STU1 STOR STN1 SIGN G1 FCSTFCST PAR SCJ DS LIGHT FCST LIGHT 18' - 11"RF3 SCJ LINE OF TOP OF ROOF BEYOND SIGN LIGHT RSUP TYP STU2 STU1 OVH2 PVCT DS1 DS1 PVCT STU1 STU1 10' - 0"FCST T.O. MULLION & SILL 3' -0"10" MIN.WALL HYDRANT OVH DS1 TRIPLE RECYCLE TRASH DS2 4' - 5 1/2"8' - 11" SIGN, BY SIGN CONTRACTOR. PROVIDE BLOCKING PER SIGNAGE MFR'S REQUIREMENTS. SEE DETAIL 3/A5.0 PVCT PROVIDE 5/8" EXTERIOR GRADE FIRE RESISTANT PLYWOOD SHEATHING AT ENTIRE SURFACE BEHIND SIGN 2' - 2 1/2" 25 A7.0 26 A7.0 EP1 SOFF STN2 STN1 T2 DOOR & FRAME DUPLEX RECPT. 2' - 10"2' - 10"EQ EQ SOFF 6" 12" 6" 12" SPECIAL PURPOSE RECEPTACLE 41 3/4" TYP. STN2 STN2 STN1 STN1 BOLLARD (TYP) STN1 PER STRUCT.PER STRUCT PER STRUCT. PER STRUCT.1' - 8"VENDER TO INSTALL FROSTED FILM TO THE INTERIOR OF STOREFRONT IN COFFEE AREA, TYP. A A SF3 SF20 SF22 SF24 SF26 SF27SF25SF23SF21 4' - 1 7/8"3' - 4 5/8"14' - 0 3/8"PBS T.O. FLOOR SLAB 0' -0" 2 1/4" PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE/SILL 2" T.O. MULLION & SILL 3' -0" ADHERED MANUFACTURED STONE VENEER SEE DETAILS 14A & 14B/A7.0 FOR TRANSITION TO STORMWATER SYSTEM LAP SIDING 4" DOWNSPOUT A7.0 25 7' - 2" T.O. DOOR FRAME 9' - 0" T.O. METAL FRAME SUBSTRATE AS SCHEDULED PRE-FINISHED METAL PANEL FRAME TRIM 'C' CHANNEL (TYP.) COORD. LOCATION CONT. BRAKE METAL CLOSURE PANEL. METAL PANEL WELDED TO FRAME BY MFR. RE: ELEVATION CONTINUOUS SEALANT METAL FLASHING TRIM PRE-FINISHED METAL PANEL FRAME CONTINUOUS SEALANT METAL FLASHING 1' - 6"2"2"1/4"1" HSS TUBE STEEL. RE: STRUCTURAL STARTER STRIP CEMENT BOARD LAP SIDING OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8” EXTERIOR GRADE PLYWOOD SHEATHING 5 3/4" 2X P.T. WD BLOCKING (2) 16-GA STUDS & (2) 16- GA TRACKS TOP & BOTTOM. RE: STRUCTURAL COLUMN TRIM RETURNED BACK TO OVERHANG FASCIA OVERHANG FASCIA PRE-FINISHED ALUMINUM SHUTTERS WELDED PRE-CAST MANUFACTURED STONE WATER TABLE: SEE SCHEDULE CONT FLASHING METAL PANEL WELDED TO FRAME BY MFR RE: ELEVATIONS 'C' CHANNEL COORDINATE LOCATION 'C' CHANNEL COORDINATE LOCATION PRE-FINISHED SHUTTER FRAME PRE-FINISHED SHUTTER FRAME PRE-FINISHED SHUTTER FRAME SUBSTRATE AS SCHEDULED RE: FLOOR PLAN WELDED SEALANT CONT BRAKE METAL CLOSURE PANEL -SEE ELEVATION ELECTRICAL BOX STONE TRIM MFR: BOULDER CREEK PRODUCT: 6"W X 8"H X 1-3/4"D OUTLET TRIM COLOR: ANTIQUE TAN OT30 INSTALL PER MFR'S RECOMMENDATIONS ELECTRICAL BOX SEALANT AROUND TRIM PIECE ADHERED MANUFACTURED STONE VENEER OVER ONE LAYER HIGH DENSITY POLYETHYLENE BARRIER OVER ONE LAYER BUTYL RUBBER MEMBRANE BARRIER OVER 5/8”EXTERIOR GRADE PLYWOOD SHEATHING 8"1. SYMBOL SHALL BE PLACED WITHIN 24" TO THE LEFT OF MAIN ENTRY DOOR. 2. PERMANENTY ATTACH TO FACE OF STRUCTURE ON CONTRASTING BACKGROUND. 3. BOTTOM OF SIGN 48" MIN. A.F.F. TOP OF SIGN 72" MAX A.F.F 4. AS PER 69A-60.0081 8"8"SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME7/19/2021 10:55:42 AMA4.0218071904-17-2020APGAEXTERIOR ELEVATIONSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA F85FB 2020.1 STORE #538007/21/2021 Robert S. Day R.A.FL# AR14372WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631/4" = 1'-0"A4.0 1 FRONT ELEVATION 1/4" = 1'-0"A4.0 2 RIGHT ELEVATION 1" = 1'-0"A4.0 4 DOWNSPOUT AT WATERTABLE 3" = 1'-0"A4.0 6 METAL PANEL DETAIL, (MTPN2) A4.0 3 COLUMN TRIM RETURNED AT OVERHANG GENERAL NOTES 1. ALL BLOCKING @ HARDIE FOR LIGHTS, SECURITY ITEMS. SEE DETAIL 18/A7.0. 2. MOUNT SECURITY CAMERAS THE SAME HEIGHT AS THE EXTERIOR WALL FIXTURE 3. NOT USED 4. PETERSEN PAC-CLAD IS AN ACCEPTABLE ALTERNATE MFR. FOR PRODUCTS WHERE "ATAS" IS SPECIFIED. PROVIDE EQUAL OR BETTER QUALITY PRODUCTS. SUBMIT PRODUCT DATA TO ARCHITECT FOR APPROVAL. 6" = 1'-0"A4.0 5 METAL PANEL UNDER SHUTTER, (MTPN) 3" = 1'-0"A4.0 8 ELECT. BOX DETAIL @ STONE, TYP. NOTE: ALL SIGNAGE WILL BE PERMITTED SEPARATELY. 3" = 1'-0"A4.0 7 LIGHT-FRAME TRUSS-TYPE CONSTRUCTION SIGN ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES PAR ALUMINUM PARAPET CAP ATAS INTERNATIONAL INC. COLOR TO MATCH ADJACENT TRIM ALTERNATE : PETERSEN PAC CLAD PBS PREFINISHED ALUMINUM BAHAMA SHUTTER FENWALL FABRICATION & MFG. COLOR TO MATCH ADJACENT TRIM SHUTTER PER SPECS. CONTACT: KERRI BEALS 813.343.5979, ALTERNATE: SUPERIOR CUSTOM SHUTTERS, CONTACT: DAVID DANIELS 407.949.1969 PVCT ACCENT TRIM AZEK WHITE, FINISH: SMOOTH; SEE DRAWINGS FOR DIMENSIONS PRE-FINISHED, ALTERNATE : PALIGHT RF2 METAL ROOFING ATAS INTERNATIONAL INC. MRD194 DUTCH SEAM, (1 1/2") 19.25", COLOR: #23 COPPERTONE ALTERNATE : PETERSEN PAC CLAD RF3 STANDING SEAM ROOF HIP CAP ATAS INTERNATIONAL INC. TO MATCH METAL ROOFING ALTERNATE : PETERSEN PAC CLAD RSUP ROD SUPPORT & PLATE POWDER COAT, MATCH SW #6076 SEE STRUCTURAL. ALL RODS NOT INDICATED ON STRUCTURAL ARE PURELY DECORATIVE RE: 21/A3.1 SCJ STUCCO CONTROL JOINT - 3/4" WIDE 'W' SHAPED ACCORDION STYLE RE:SPECS SIGN ILLUMINATED SIGNAGE SIGN BY WAWA, SURFACE MOUNTED; PERMITTED SEPERATELY SOFF MPS120, SOLID AND VENTED ATAS INTERNATIONAL INC.BONE WHITE BUILDING OVERHANGS. ALTERNATE : PETERSEN PAC-CLAD SPAN SPANDREL GLASS, 1" INSULATED TEMPERED VERICON SUBDUED BRONZE FRIT TO BE ON INSIDE OF PANEL STN1 MANUFACTURED STONE VENEER BORAL SOUTHWEST BLEND PF-8019, PRO-FIT LEDGESTONE STN2 PRE-CAST MANUFACTURED STONE WATERTABLE/SILL BORAL TAUPE CSV-1375 VERTICAL GROUT JOINTS: 3/16" MAX. WIDTH. GROUT WITH BONSAL #71 WARM IVORY STN6 PRE-CAST STONE CAP ITALIAN CAST STONE COLOR: WHITE SEE SHEET A10. GROUT JOINTS 3/16" MAX. WIDTH. COLOR: WHITE (TO MATCH STONE CAP) STOR STOREFRONT SYSTEM KAWNEER CLEAR ANODIZED SEE SPECIFICATIONS STU1 STUCCO SENERGY #3085 MERINGUE, FINISH: SAHARA STU2 STUCCO SENERGY #354 STARK WHITE, FINISH: FINE TG 1" INSULATED TEMPERED GLASS SEE SPECIFICATIONS TGT 1" INSULATED TEMPERED GLASS VITRO ARCHITECTURE GLASS GRAYLITE II. SEE SPECS SEE SPECIFICATIONS ARCHITECTURAL - EXTERIOR FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR NOTES C02 CO2 FILL BOX WITH PVC SLEEVE THRU WALL SUPPLIER SEE A1.0 FOR LOCATION AND MOUNTING DETAIL, RE: DETAIL 7/A4.1 DS ALUMINUM THRUWALL SCUPPER & COLLECTOR AND 4" DIA. ALUMINUM DOWNSPOUT ATAS INTERNATIONAL INC. POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM SEWER. SEE DETAIL 14A & 14B/A7.0. ALTERNATE : PETERSEN PAC CLAD DS1 4" DIA. ALUMINUM DOWNSPOUT. REFER TO SPECS FOR GAUGE ATAS INTERNATIONAL INC. POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH COORDINATE WITH CIVIL FOR CONNECTION TO STORM SEWER. SEE DETAIL 14A & 14B/A7.0. ALTERNATE : PETERSEN PAC CLAD DS2 4" DIA. ALUMINUM DOWNSPOUT ATAS INTERNATIONAL INC. POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH ALTERNATE : PETERSEN PAC CLAD EP1 PAINT BENJAMIN MOORE COLOR: WHITE DIAMOND 2121-60 FINISH: EGGSHELL DOOR & FRAME EP6 PAINT BENJAMIN MOORE COLOR: WESTMINSTER GOLD #200, FINISH: SEMI-GLOSS FCS ARTISAN FIBER CEMENT LAP SIDING JAMES HARDIE COLOR:HARRIS CREAM, FINISH: SMOOTH, 8.25" X 12' PRE-FINSHED. PROVIDE COLOR-MATCHED CAULK BY JAMES HARDIE FCST ARTISAN FIBER CEMENT ACCENT TRIM JAMES HARDIE COLOR:ARCTIC WHITE, FINISH: SMOOTH, 1.5" TH x 6" W x 10'-0" L PRE-FINSHED. PROVIDE COLOR-MATCHED CAULK BY JAMES HARDIE G1 ALUMINUM GUTTERS POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH CONTINUOUS - NO SEAMS ALLOWED. SEE SHEET A3.1 ICE ICE MERCHANDISER LEER PAINT BENJAMIN MOORE, BM OC-1 NATURAL WICKER LADD METAL EXTERIOR LADDER EASTERN METAL SUPPLY BRUSHED ALUMINUM SEE SHEET A7.1 FOR DETAILS LGD 6' LADDER GUARD #LG6 VISIONMASTERS EQUIP. CO. FINISH: MILL LIGHT EXTERIOR LIGHT FIXTURE SEE ELECTRICAL DRAWINGS AND DETAIL 18/A7.0 FOR MOUNTING MTPN METAL PANEL FENWALL FABRICATION & MFG. COLOR TO MATCH ADJACENT TRIM BAHAMA SHUTTERS ASSEMBLY. CONTACT (407) 408-3932. RE: DETAIL 5/A4.0 MTPN2 METAL PANEL FENWALL FABRICATION & MFG. PAINT TO MATCH DOORS, EP1 PANEL ABOVE DOOR. CONTACT (407) 408-3932; RE: DETAIL 6/A4.0 OFS ALUMINUM 8" X 16" OVERFLOW SCUPPER ATAS INTERNATIONAL INC. POLISHED ALUMINUM W/ CLEAR ANODIZED FINISH ALTERNATE: PETERSON PAC CLAD OVH METAL OVERHANG FACING ATAS INTERNATIONAL INC. RAPID-LOK FASCIA & RAPID-LOK COPING, COLOR: #17 BRITE RED SEE A3.1 FOR DETAILS. ALTERNATE : PETERSON PAC CLAD OVH2 HIP ROOF FASCIA ATAS INTERNATIONAL INC. BRAKE METAL, COLOR #26 BONE WHITE SEE A3.1 FOR DETAILS. ALTERNATE : PETERSON PAC CLAD A A A Revision ScheduleNo.DescriptionDatePERMIT SET04/17/2020AREV 2020.106/23/2021PRE-BID SET06/23/2021BID SET07/08/2021PERMIT REVISION07/21/202107/26/2021