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HomeMy WebLinkAbout6603 Gall BlvdSUITE 6603 C NT B UILD 0 Uri 1 US HWY 301 GALL BLVD ZEPHYRHILLS, FLORIDA 33542 OWNER NYECAR, LLC 3874 TAMPA ROAD OLDSMAR, FLORIDA 34677 TENANT Doc MJ US HWY 301 GALL BLVD - SUITE 6603 ZEPHYRHILLS, FLORIDA 33542 ARCHITECT JONNATTI ARCHITECTURE INC. 21021 US HIGHWAY 19 NORTH CLEARWATER, FLORIDA 33765 (727) 725-2724 (727) 725-2603 fx PROJECT LOCATION i,'1',p V.•.Lrlmla:o;9+Q ,VLy,Prl-. E.vn l.r.ltlin. wnr.d fill,lpt 41 m.ir �Nttrrn r:.l h` Wood Dal. Sleepy Nr Mobil. F WM Park o Mob,l. E.lola tr a:al, "t zeh`„r,,,, 1241„ �,,• b A-rt—.) V!; PROJECT LOCATION ` 0 R Pera 4r kG,11 ry`Icrr.tl o ral �S,n r-,,ly YMCA Plbaclaal Mobil. 19 Vi— Pork ;,wxQ r rlvl`r'S © - 7Ul,hyilull.. liigli Sri,%`��v L4 Elri`.Irir,l,,•'y Sr F�tul P 7rl,byrhnl.� _ a� I rnl N�:.ur•n,. Dc "r'"' "� Zack'. Oak © S,d•Q Mobile Dark 11,141 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES PROJECT DATA SITE DATA: MUNICIPALITY: SEMINOLE COUNTY, FLORIDA PARCEL ID. 20-21-31-5ME-0000-0090 PROPERTY USE: 1601-RETAIL CENTER -UNANCHORED LAND USE. PD - PLANNED DEVELOPMENT LEGAL DESCRIPTION: LOT 9 (LESS BEG NE COR RUN S 15.27 FT SLY ON CURVE 1.4 FT W 275.69 FT TO ELY R/W RED BUG LAKE RD NLY ON CURVE 13.21 FT E TO BEG) OVIEDO CROSSING PH 1-B FLOOD ZONE INFORMATION FLOOD ZONE ZONE X AS DESCRIBED ON FEMA FLOOD MAP 12117C0190F, EFFECTIVE ON 09/28/2007 BUILDING DATA A. TENANTAREA 1,000.0 SQ FT B. OCCUPANCY CLASSIFICATION: MERCANTILE GROUP M C. TYPE OF CONSTRUCTION: TYPE V B - UNSPRINKLERED D. RISK CATEGORY. CATEGORY II E. LEVEL OF ALTERATION: LEVEL 2 (NEW SPACE) F. ENCLOSURE ASSEMBLIES INSULATION VALUES ASSEMBLY COMPONENTS VALUE EXTERIOR WALLS CONC BLOCK WALLS, RIGID INSULATION, GYP BOARD R-19 LOW SLOPE ROOF WOOD ROOF, WOOD DECK, SPRAY INSULATION R-30 GLAZING CLEAR GLAZING IN ALUM FRAMES R-2.5 G. FIRE PROTECTION REQUIREMENTS - TYPE V B CONSTRUCTION FIRE RESISTANCE RATINGS (HOURS) PRIMARY STRUCTURAL FRAME 0 HOURS BEARING WALLS EXTERIOR 0 HOURS INTERIOR 0 HOURS NONBEARING WALLS AND PARTITIONS EXTERIOR X>- 30' 0 HOURS INTERIOR 0 HOURS FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURS ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOURS INTERIOR FINISH REQUIREMENTS EXIT ENCLOSURES AND PASSAGEWAYS CLASS A CORRIDORS CLASS B ROOMS AND SPACES CLASS C H. PROJECT IS NOT REQUIRED TO HAVE AFIRE SPRINKLER OR FIRE ALARM SYSTEM _ �� 22 pvjI!W DAI L. — -- r'.1 y ZEFHY�11RI II LS SliILJ;idf ------- CODE CRITERIA FLORIDA BUILDING CODE 71H EDITION (2020) - BUILDING FLORIDA BUILDING CODE 71H EDITION (2020) - PLUMBING FLORIDA BUILDING CODE 7TH EDITION (2020) - FUEL GAS FLORIDA BUILDING CODE 7TH EDITION (2020) - MECHANICAL FLORIDA BUILDING CODE 7TH EDITION (2020) - ACCESSIBILITY FLORIDA BUILDING CODE 7TH EDITION (2020) - ENERGY CONSERVATION FLORIDA FIRE PREVENTION CODE 71H EDITION (2020) NATIONAL ELECTRIC CODE (NFPA 70) - 2017 EDITION SCOPE OF WORK 1. This project is a tenant improvement of a 1,000 sq ft retail shell space 2. New interior re rated tenant separation walls will be constructed 3. Electrical an plumbing work will be performed. 4. Work to prepare for fu&re HVAC systems will be performed. 5. All work shall conform to all applicable codes and ordinances and to standards referenced on this sheet and as per accepted construction practices. 6. The General Contractor shall verify construction is complete and in accordance with all applicable codes and ordinances prior to inspections by the authority having jurisdiction. KEY PLAN NOTINCLUDED NORTH (b NOT TO SCALE ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEW DATE CITY OF ZEPHYR HILLS FIRE AND LIFE SAFETY EXAMINE ; '" DRAWING LIST SHEET DESCRIPTION ISSUE DATE LATEST REVISION NO. DATE G1.1 COVER SLEET AND PROJECT DATA 0002 G1.2 GENERAL NOTES AND DETAILS 01/1$22 A1.1 FLOOR PLAN 014822 E1.1 ELECTRICAL POWER AND LIGHTING PLAN 01/1842 M1.1 MECHANICAL PLANS 00842 P1.1 PLUMBING PLANS 00M- 2 SP.1 SPECIFICATIONS 01/1$22 REVISIONS # DATE REVISION Revisions Date By Mark A. jonnatti Florida Alt 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725 ARCH (727) 725-2603 fx www.jarch.com info@jarch.com ® Jonnatti Architecture Incorporated 2022 2/9/22 ZEPHR RETAIL DEVELOPMENT DOC MJ SUITE 6603 US HWY 301 GALL BLVD EPHYRHILLS FLORIDA 33542 S� COVER SHEET Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB Sheet: lie DRAWING LEGEND NNN I XXX ROOM NUMBER / ROOM NAME &\ SPECIFIC NOTE OX WINDOW TYPE A LOUVER TYPE -_<N> WALL TYPE NNN DOOR NUMBER X N DOOR TYPE / FRAME TYPE N ELEVATION NUMBER AN.N LOCATION SHEET N A N SECTION NUMBER LOCATION SHEET N DETAIL NUMBER AN.N LOCATION SHEET n'-n'I n.n" ARCHITECTURAL (CIVIL) ELEV T/O CONC LOCATION ABBREVIATIONS A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR ALUM ALUMINUM 8/0 BOTTOM OF B/W BETWEEN CIVIL CIVIL ENGINEERING DRAWINGS & SPECIFICATIONS CLG CEILING CL CENTER LINE CT CEILING TILE CONC CONCRETE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CJ CONTROL JOINT DR DOOR EJ EXPANSION JOINT ELEC ELECTRICAL DRAWINGS AND SPECIFICATIONS ELEV ELEVATION EW EACH WAY EWC ELECTRIC WATER COOLER EQ EQUAL EXIST EXISTING EXT EXTERIOR FACP FIRE ALARM CONTROL PANEL FEX FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FD FLOOR DRAIN FIN FINISH FL FLOOR GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HC HANDICAPPED HM HOLLOW METAL HOR HORIZONTAL HSS HOLLOW (TUBE) STRUCTURAL STEEL ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY LAV LAVATORY MAX MAXIMUM MECH MECHANICAL DRAWINGS & SPECIFICATIONS MO MASONRY OPENING MTL METAL MIN MINIMUM MTD MOUNTED NIC NOT IN CONTRACT NO NUMBER NOA MIAMI-DADE NOTICE OF ACCEPTANCE NOM NOMINAL NTS NOT TO SCALE O/C ON CENTER OH OPPOSITE HAND PC PAINTED CONCRETE PGB PAINTED GYPSUM BOARD PLAM PLASTIC LAMINATE PL PLATE PLUMB PLUMBING DRAWINGS AND SPECIFICATIONS PREFAB PREFABRICATED PREFIN PREFINISHED PT PRESSURE TREATED (WOOD) REIN REINFORCED SIM SIMILAR SPECS TECHNICAL SPECIFICATIONS MANUAL SS STAINLESS STEEL STRUCT STRUCTURAL DRAWINGS AND SPECIFICATIONS SAP SUSPENDED ACOUSTICAL PANEL (CEILING) THK THICK THR THRESHOLD T&B TOP AND BOTTOM T/O TOP OF TYP TYPICAL LION UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERT VERTICAL WC WATER CLOSET WD WOOD WWF WELDED WIRE FABRIC W/ WITH XTR EXISTING TO REMAIN GENERAL PROTECT NOTES 1. EXISTING ITEMS AND CONDITIONS ARE DEPICTED AND DESCRIBED ON THESE DRAWINGS ACCORDING TO INFORMATION OBTAINED FROM THE BEST AVAILABLE DOCUMENTS AND SURVEYS. THE ARCHITECT PROVIDES NO ASSURANCE AS TO, AND ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE DEPICTIONS AND DESCRIPTIONS. FIELD VERIFY AND DETERMINE BY ANT MEANS NECESSARY, THE ACTUAL LOCATION AND CONDITION OF ALL PERTINENT ITEMS, INCLUDING THOSE THAT MAY BE IN CONCEALED LOCATIONS. IF IT IS DISCOVERED THAT THE ACTUAL CONDITIONS DIFFER FROM WHAT IS SHOWN IN THESE DRAWINGS OF IF THE CONDITIONS THAT ARE TO REMAIN AS PART OF THE FINISHED WORK ARE UNSUITABLE TO SUPPORT OR ACCOMMODATE THE PROPOSED WORK, OR DO NOT MEET CODE REQUIREMENTS OR CONSTRUCTION INDUSTRY STANDARDS, IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR INFORMATION" (RFI) DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL RECEIPT OF A RESPONSE FROM THE ARCHITECT. 2. THE CONTRACT DOCUMENTS INCLUDE THESE DRAWINGS AND SPECIFICATIONS. IF THE DRAWINGS AND THE MANUAL DIFFER IN THE DESCRIPTIONS OF ITEMS OR FEATURES, IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR INFORMATION" (RFI) DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL RECEIPT OF A RESPONSE FROM THE ARCHITECT. 3. ESTABLISH, WITH THE OWNER, AREAS AND LIMITS OF CONSTRUCTION ACTIVITY INCLUDING: ACCESS WAYS, MATERIALS & EQUIPMENT STORAGE AREAS, FIELD OFFICE SPACE, CONSTRUCTION PERSONNEL TOILET FACILITIES AND PARKING, PROVIDE SIGNS, BARRIERS, AND TEMPORARY ILLUMINATION AS NECESSARY TO SUFFICIENTLY PROTECT AND SEPARATE THE OWNER'S EMPLOYEES, PATRONS, VISITORS, AND THE GENERAL PUBLIC FROM THE WORK RELATED ACTIVITIES. 4. CAREFULLY REMOVE ONLY THOSE MATERIALS, ASSEMBLIES, FIXTURES, DEVICES, AND COMPONENTS NECESSARY TO ACCOMMODATE THE ALTERATIONS AND ADDITIONS. PROVIDE TEMPORARY STRUCTURAL ASSEMBLIES WHERE REQUIRED TO STABILIZE AND SUPPORT THE REMAINING CONSTRUCTION, PROVIDE SUFFICIENT PROTECTION TO PREVENT UNNECESSARY DAMAGE TO THE REMAINING CONSTRUCTION, FINISHES AND FACILITIES. REPAIR OR REPLACE ANY EXISTING ITEMS AND FINISHED DAMAGED BY WORK RELATED ACTIVITIES AT NO COST TO THE OWNER. WHERE REMOVALS OCCUR, PROVIDE CLEAN, UNIFORM BREAKS AND CUTS AT THE REMAINING MATERIALS. FILL AND PATCH WITH NEW MATERIALS AND ASSEMBLIES MATCHING THE REMAINING ADJACENT CONSTRUCTION ASSEMBLY AND FINISH MATERIALS IN KIND, STRENGTH, AND APPEARANCE, SO AS TO BE STRUCTURALLY INTEGRATED WITH THE REMAINING CONSTRUCTION AND TO FINISH UNIFORMLY WITHOUT TELEGRAPHING DIFFERENCES BETWEEN THE NEW, PATCHES AND REMAINING CONSTRUCTION, 5. THE WORD "PROVIDE", WHERE USED ON THESE DRAWINGS, MEANS TO FURNISH AND INSTALL THE REFERENCED ITEM OR FEATURE SO THAT IT IS COMPLETE AND FULLY FUNCTIONING ACCORDING TO IT'S INTENDED PURPOSE AND THE OWNER'S REQUIREMENTS. INCLUDE ALL MATERIALS, LABOR, AND COORDINATION WITH OTHER WORK REQUIRED TO ACCOMPLISH THIS OBJECTIVE. PROVIDE FINISHED WORK THAT MEETS OR EXCEEDS CURRENT CONSTRUCTION INDUSTRY STANDARDS FOR QUALITY AND PERFORMANCE. THE WORK WILL BE CONSIDERED COMPLETE AND ACCEPTABLE ONLY AFTER INSPECTION AND APPROVAL BY THE OWNER, THE ARCHITECT, AND THE AUTHORITY HAVING JURISDICTION. 6. ITEMS OR FEATURES NOTED "TYPICAL" (TYP) ON THE DRAWINGS APPLY FOR ALL SIMILAR ITEMS OR FEATURES ON THESE DRAWINGS UNLESS OTHERWISE NOTED. 7. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 8. TOP OF CONC SLAB ELEV 0'-0" ON THE ARCHITECTURAL DRAWING SHEETS CORRESPONDS TO THE EXISTING LOWEST FINISH FLOOR OF THE EXISTING BUILDING 9. PROVIDE, TO THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, A FLORIDA PRODUCT APPROVAL, ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION, OR A MIAMI-DADE NOTICE OF ACCEPTANCE (NOA), ISSUED BY THE MIAMI-DADE COUNTY GOVERNMENT, CERTIFYING THAT TESTING, APPROVED AND MONITORED NY THESE AGENCIES, HAS SUFFICIENTLY DEMONSTRATED THAT EACH EXTERIOR BUILDING COMPONENT AND CLADDING ASSEMBLY, AS DESIGNED AND MANUFACTURED, WILL WITHSTAND THE WIND PRESSURES AND WIND-BORNE MISSILE IMPACT FORCES IN COMPLIANCE WITH ALL CODE AND JURISDICTIONAL REQUIREMENTS FOR THE PROJECT LOCATION WHEN INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS AD WELL AS THOSE INSTRUCTIONS THAT MAY BE PROVIDED WITHE THE FLORIDA PRODUCT APPROVAL OR NOA DOCUMENTS. 10. KEEP AND MAINTAIN ON THE JOB SITE COMPLETE AND LEGIBLE SETS OF CONSTRUCTION DOCUMENTS, ADDENDA, SUPPLEMENTAL INSTRUCTIONS, SUPPLEMENTAL DRAWINGS, MEETING NOTES, ETC. 11. TREAT THE SOIL WITH APPROVED TERMITICIDE UNDER ALL NEW SLAB AREAS OF THE BUILDING. 12. PROVIDE A 6 MIL VAPOR BARRIER UNDER ALL NEW SLAB AREAS. 13. PROVIDE FIRE -RETARDANT TREATED WOOD FOR ALL WOOD BLOCKING & NAILERS USED IN CONCEALED SPACES. 14. LOCATE AND CONCEAL CONDUIT, PIPING, ETC. WITHIN WALL CAVITIES OR UNDER SLABS AS MUCH AS POSSIBLE. PROVIDE ACCESS BOXES WITH REMOVABLE COVERS FOR VALVES, CLEANOUTS, JUNCTION BOXES, ETC, WHERE REQUIRED. 15. PROVIDE GALVANIZED STEEL FOR ALL STRUCTURAL STEEL AND STEEL DECK. 16. WHERE DISSIMILAR METALS MAY CONTACT EACH OTHER OR WHERE METALS MAY CONTACT CORROSIVE SUBSTRATES, SUCH AS CEMENTIOUS OR WOOD SUBSTRATES, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH A BITUMINOUS COATING OR BY OTHER TYPE OF PERMANENT SEPARATION AS RECOMMENDED BY SMACMA. 17. COORDINATE KEYING OF ALL DOORS WITH THE OWNER. 18. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMPLIANCE WITH CODES DURING ALL PHASES OF CONSTRUCTION. 19. CONTRACTOR TO INSTALL BARRIERS AS NECESSARY AND REQUIRED AROUND PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC. 20. CONTRACTOR TO REMOVE ALL DEBRIS FROM SITE AT END OF EACH DAY. COPYRIGHT NOTE THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS ARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, AND SPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS, PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED OR CONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT. CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TO REPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATE STATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. FIRE DEPARTMENT NOTES 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. 2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS, COMPLY WITH BUILDING CODES. 3. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 4. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 5. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF -CLOSING. (WHERE REQUIRED) 6. 20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED. 7. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. 8. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 9. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER. 10. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 11. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 12. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 13. PROVIDE NEW, EXTEND OR MODIFY EXISTING FIRE/ LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/ LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION. ACCESSIBILITY NOTES I. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT.OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS.PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 2. FLOOR SURFACES SHALL BE SLIP -RESISTANT. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44' IN WIDTH. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2' IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4' MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30' AND 44' ABOVE FLOOR FINISH. 6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30' AND 44' ABOVE THE FLOOR. 7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 8. THE BOTTOM 10' OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE A 10' HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. 9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8' IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32'. 10. WHERE A PAIR OF DOORS IS UTILIZED. AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32' WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. II. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60' AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44' AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 112'LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4' AND 1/2' SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2' WIDE, PLACED PARALLEL TO AND NOT MORE THAN V FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15' ABOVE THE FLOOR OR WORKING PLATFORM. 16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. r---I n I I IQ r - - - - -- V p 118' MIN 142' MIN FRONT APPROACH, FRONT APPROACH, HINGE APPROACH, PULL SIDE PUSH SIDE PULL SIDE z I p 136' MIN 12' MIN I c N I 22' MIN HINGE APPROACH, FRONT APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE DOOR PULL SIDE PROVIDED WITH BOTH CLOSER AND LATCH z a z ---a j 122' MIN c 124' MIN � 24' MIN _71"F LATCH APPROACH, LATCH APPROACH, PULL SIDE PULL SIDE, DOOR HINGE APPROACH, PROVIDED WITH PUSH SIDE DOOR CLOSER PROVIDED WITH BOTH CLOSER AND LATCH z I i 2 1� I v 4 24'IMIN Q I 24':MIN LATCH APPROACH, LATCH APPROACH, PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH CLOSER REFER TO FLORIDA ACCESSIBILITY CODE 2014 CHAPTER 4 3 CLEARANCES AT DOORS G1.2 NOT TO SCALE 8'. EO EO 8". EXIT SIGN - PRECAST CONCRETE LINTEL. LENGTH - CUT TO BLOCK DIMENSIONS TYP. i, 8" ABOVE T/O FRAME HEAD Y B/O EXIT SIGN ik 80" AFF B/O STROBE OL 60" AFF I 48" AFF T/O OUTLET, LIGHT SWITCH, PULL STATION OIL 16" AFF B/O OUTLET OIL FINISH FLOOR FIRE ALARM STROBE ROOM SIGNAGE FIRE ALARM PULL STATION LIGHT SWATCH ELECTRICAL OR COMMUNICATIONS OU TILE T 12' ��. DOOR FRAME �I� 12' FIRE EXTINGUISHER CABINET THERMOSTAT ELECTRICAL OR COMMUNICATIONS OUTLET ABOVE COUNTERTOP TYPICAL DEVICE PLACEMENT NOT TO SCALE SECTION A -A 1. WALL ASSEMBLY - THE FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD' - NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING IS 1-1/2 IN. LARGER THAN THE OUTSIDE DIAM OF PIPE. 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE OF 3/4 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT, C. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. D. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FILL, VOID OR CAVITY MATERIAL ' - SEALANT MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. 3M COMPANY FB-2000+ *BEARING THE UL CLASSIFICATION MARKING SYSTEM N0. W-L-1084 JULY 29, 1995 F RATING - 1 HR T RATING - 0 HR UL SYSTEM NO. W-L-1084 PIPE PENETRATIONS 30' MIT 48' z Off, cal I � EQI FORWARD PARALLEL APPROACH APPROACH x SPOUT LOCATION z WATER COOLER CLEARANCES 16--188' c I MIRROR TOP 'MIN. M 36'IMIN :60' MIN CLEAR FLOOR SPACE TYPICAL CLEARANCES 54' MIN. TOILET 42' MIN. PAPER TOP ' Zn l t�71 1. 56' MIN CLEAR FLOOR SPACE WATER CL O SET CLEARANCES UPPER SPOUT HEIGHT LOWER SPOUT HEIGHT 19' MIRROR NOTE: - X �' TOE CLEARANCE DUAL UNITS STANDARD k a F w AND WHEEL CHAIR ACCESS a P W a x z z ? z EQUIPMENT PERMITTED IN Z M pP �� > 1 2 3 SHADED AREA17 Inrn N N In N 8' MIN. 8' MIN. 6' MAX. 6' MAX. KNEE 17' CLEARANCE MIN DEPTH X WATER COOLER LAVATORY LAVATORY CLEARANCES CLEARANCES CLEARANCES � ACCESSIBLE TOILET NOTES: x w w 1. WATER CLOSET SEATS SHALL BE MOUNTED BETWEEN 17-19 INCHES MEASURED FROM THE FINISH FLOOR TO THE iv Lr TOP OF THE SEAT, O ro 2. GRAB BARS SHALL BE PROVIDED AND LOCATED 33-36 INCHES FROM THE FINISH FLOOR AND SHALL BE PARALLEL TO THE FLOOR. OUTSIDE DIAMETER OF GRAB BAR SHALL BE 1-1/2" AND SHALL PROVIDE 1-1/2" OF CLEARANCE BETWEEN THE RAIL AND WALL. GRAB BARS SHALL BE STAINLESS STEEL AND SHALL SUPPORT A LOAD OF 250 LBS. APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY. 3. SIDE BAR SHALL BE 42" LONG MINIMUM AND MOUNTED 12" FROM WALL TO EDGE OF GRAB BAR - REAR BAR SHALL BE 36" LONG (MIN.) MOUNTED 12" MIN. OFF CENTER OF THE TOILET TO WALL SIDE EDGE OF GRAB BAR. 4. FLUSH CONTROLS, TOILET PAPER DISPENCERS, FAUCETS, ETC. SHALL COMPLY WITH ALL CODE REQUIREMENTS. 5. LAVATORIES SHALL HAVE LEVER OPERATED FAUCETS AND NARROW APRONS AND SHALL BE MOUNTED AT A MAXIMUM OF 34 INCHES AS MEASURED FROM THE FINISH FLOOR. TOE AND KNEE CLEARANCES SHALL BE AS SHOWN ON THE DETAIL. 6. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE PROTECTED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 7. PROVIDE A MIRROR IN EACH TOILET ROOM AS SHOWN OR A MINIMUM OF 18" X 30" WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE MOUNTED NO HIGHER THAN 40" ABOVE THE FINISH FLOOR. 8. PROVIDE A STAINLESS STEEL TOILET PAPER DISPENSER IN EACH TOILET ROOM MOUNTED AT A MINIMUM OF 19" ABOVE FINISHED FLOOR. PROVIDE A STAINLESS STEEL SANITARY NAPKIN DISPENSER IN TOILET ROOMS DESIGNATED AS WOMANS TOILET ROOMS. 9. TYPICAL TOILET ROOM DOOR SHALL BE 3'-0" X 6'-8" WITH ADA AND FLORIDA HANDICAP APPROVED PRIVACY HARDWARE PROVIDE ADA APPROVED SIGNAGE AT THE EXTERIOR FACE OF DOOR AS SHOWN ON 4/C1.2 10. H.C. TOILET ROOMS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE FLORIDA HANDICAP CODE, THE ADA, AND ALL OTHER APPLICABLE CODES. 1 ACCESSIBLE TOILET DIMENSIONS (_1 7 1 SCALE 1/4' = I'-0' I I I I z I I z I � I 1 z I I t v I 1 > 1 I 1 rn I I I I fn I I L--------1 L --- I I---------1 L 48' MIN 30' MIN 1 48' MIN III L CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH c N x 60' MIN x z L_. I I I�----------I Z F I'll M 60' MIN ,- \\`�--���/ I I `v 36' MIN L 60' MIN 12- 1 36 MIN 1 12' 1 MIN MIN CLEAR FLOOR SPACE IN ALCOVES TURNING SPACE REFER TO FLORIDA ACCESSIBILITY CODE 2017 CHAPTER 3 MINIMIM CLEAR FLOOR 2 SPACE FOR WHEEL CHAIR S Revisions Date By Mark A. lonnatti Florida Ali 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725 ARCH (727) 725-2603 fx www. jarch. com info@jarch.com ® JonnattiArchitecture Incorporated 2022 ZEPHR RETAIL DEVELOPMENT DOC MJ SUITE 6603 US HWY 301 GALL BL VD ZEPHYRHILLS FLORIDA 33542 GENERAL NOTES AND DETAILS Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB G102 NOT TO SCALE f PAINT ROOM WITH EPDXY PAINT (SCRUBABLE) 12'XI2' VINYL TILE FLOOR AND 4' VINYL COVE BASE 5 TIOLET ROOM 1 SCALE 1/4' = 1'-0' O DOOR SCHEDULE NO SIZE MATERIAL TYPE THRES FWSH HDWARE REMARKS WIDTH HEIGHT THK DOOR FRAME DOOR FRAME I EXISTG EXISTING DOOR 2 3'-0. 7'-0' 1Y4' SC WD H MTL A NONE STAIN PAINT OH TOILET ROOM DOOR DOOR SCHEDULE NOTES I. PROVIDE ALL NEW HARDWARE AS INDICATED ON SCHEDULE. DOOR HARDWARE SHALL BE ADA APPROVED LEVER TYPE, COMMERCIAL GRADE WITH BRUSHED NICKEL FINISH AND SHALL INCLUDE ALL HINGES, STOPS, SILENCERS, KICK PLATES AS NECESSARY AND AS PER STANDARD ACCEPTABLE PRACTICE. 2. ALL NEW INTERIOR DOORS SHALL BE SOLID CORE. BIRCH VENEER FLUSH COMMERCIAL DOORS WITH STAINED FINISH PER FINISH SELECTIONS 3. PROVIDE THE FOLLOWING MAXIMUM PULLING/PUSHING RESISTANCE ON ALL DOORS: EXTERIOR HINGED DOORS = 8.5LB. INTERIOR HINGED DOORS = 5.OLB. SLIDING OR FOLDING DOORS = 5.OLB. 4. IF A DOOR HAS A CLOSER. THE SWEEP PERIOD OF THIS CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3' FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 5. ALL DOOR GLAZING AND GLAZING WITHIN 48' OF A DOOR SHALL BE CATEGORY II SAFETY GLASS. 6. NEW EXTERIOR DOORS SHALL BE WIND RESISTANT, SEE SHEET GI.2 FOR FLORIDA PRODUCT APPROVAL INFORMATION 7. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF OWNER'S SUPPLIED SECURITY HARDWARE SEE SHEET EI.2 8. DOOR MANUFACTURER TO INSTALL ELECTRIC STRIKES 9. PROVIDE FROSTED/OBSCURE GLASS IN INTERIOR DOORS AS SHOWN 10. KEYED LOCKS SHALL MEET THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 101:37.2.2.2.2 AND 101-7.2.1.5.5. 11. INVENTORY ROOM DOOR SHALL HAVE 3 DEAD BOLTS. (1) AT LATCH. (1) 12' FROM TOP OF DOOR. (1) 12' FROM BOTTOM OF DOOR 12. THE RELEASING MECHANISM OF ALL DOORS SHALL OPEN THE DOORS WITH NOT MORE THAN ONE RELEASING OPERATION PER NFPA IOt. SECTION 7.2.1.5.10.2 (2018 EDITION) DOOR HARDWARE MATERIALS/FINISHES A ENTRY LOCKSET AL/GL ALUMINUM AND GLASS B STOREROOM LOCKSET ALUM ALUMINUM C OFFICE LOCKSET H MTL HOLLOW METAL D PRIVACY LOCKSET N ALUM NATURAL FINISH ALUMINUM E 24' X 24' LOUVER BR AL DARK BRONZE FINISH ALUMINUM F DOOR CLOSER SC WD SOLID CORE WHITE OAK CROWN CUT WOOD VENEER G PASSAGE SET PAINT FIELD PAINTED FINISH H STAINLESS STEEL KICK PLATE (EXIT SIDE) STAIN FACTORY STAINED FINISH I AUTOMATIC DOOR OPENER SPECIAL SPECIALTY DOOR TYPE AND FINISH J WEATHERSTRIPPING BY MNF DOOR HARDWARE BY DOOR MANUFACTURER K PANIC DEVICE DOOR ELEVATIONS 0 N SS KICK WHERE SCHEDULED 3'-0' TYPE A SOLID CORE WOOD VENEER DOOR IN HOLLOW METAL FRAME TOILET ACCESSORY SCHEDULE MARK DESCRIPTION MANUFACTURER/MODEL REMARKS Q TOILET TISSUE DISPENSER BOBRICK "B-2888 - STAINLESS STEEL SURFACE MOUNT ROLL DISPENSER AT EACH TOILET STALL gQ GRAB BARS 36' BAR - DELTA 41136-SS - STAINLESS STEEL 36' AND 24' LONG BARS AT EACH TOILET 42' BAR - DELTA 41I42-SS - STAINLESS STEEL CONCEALED MOUNTING SCREWS Q WALL MIRROR AT CONTRACTOR'S OPTION 18' W X 30' H MINIMUM INSTALL PER ADA REQUIREMENTS Qp SOAP DISPENSER BOBRICK B-2111- STAINLESS STEEL SURFACE MOUNTED DISPENSER AT EACH LAVATORY 10 50'-0' II-91A, 3'-4' 19'-9. 3'-4' II-91/2' O I EXISTG a� r P NEL A r II 2 N i �I - - I IA I - - - I PLUMBING STUBBED -IN g'-11/2 ' FOR FUTURE - SEE SHEET PI.I i I •-. I I �� I� • D I (\ i I N I (\ i) I� . I I re) { I w • I �ii { ail o: 010 18'-0' DOC M !NO FLOOR SLAB IN THIS AREA ' SUITE 6603 1,000 SO FT NEW • 2-HR RATED TENANT SEPARATION PARTITION EXISTING 1 2-HR RATED TENANT SEPARATION PARTITION 1 I 1 j • I 7'-2. I • D 1 C I . 1 � � I 25'-5 1/2 ' 23'-10 1/2 ' a EXISTG O 1 O I WALL LEGEND EXISTING MASONRY WALL INSULATE AND PROVIDE 1/2' A INTERIOR GYPSUM BOARD WALL FINISH PER DETAIL 2/AI.I Dietrich Maximum Allowable Wall Heights 5 PSIF Live Load MEMBER STUD SPACING Size Gauge 12 16 24 STN25 14, 0" 12' 8" 111111 31/2" STN22 16' 211 14' 8'1 12' 10" STE20 17' 4" 15, 8" 13' 8" STN25 19, 6" 17'8" 15' 6" 51/2" STH22 73' 2" 21' 1" 18, 5" STE20 24' 10" 22' 6" 19, 8" STN25 1910, 17"811 15, 6" 51/2" STH22 1 2312" 21' 111 1 STE20 1 24' 10" 1 22' 6" 1 IT F' _/ 4 STUD GAUGES 1 NOT TO SCALE • 3 5/8' METAL STUDS WITH 1/2' GYPSUM BOARD EACH SIDE SEE DETAILS I/A2.1. 2/A2.1. CONFORM TO METAL STUD SPAN TABLES DETAIL 4/A2.1 NEW 2-HOUR TENANT SEPARATION PARTITION EXISTING 2-HOUR TENANT SEPARATION PARTITION Design No. U412 Nonbearing Wall Rating-2 HR. CEILING CEILING 1. Fkxx and Calling Runner —{Not Shown}-25 MSG (min) gals steel t in. high, return logo 1-5/ 8 in. wide (min), attached to floor and ceiling with fasteners 24 In. O.C. IA. As an alternate to Item 1 Coiling Runner'-25 MSG min, gaiv steel, width to accommodate stud, with 3 or 4 in. loge offset at midpoint 1 in. to accommodate wall cladding thickness. At- tached to coiling with fasteners spaces 24 In. OC. The well cladding shall overlap wallboard 1-1/4 in, min. Fire Trek Corp. 2. Staoi Studs—l-5/8 In. wide (minl, 1-1/4 In. lags, 1/4 In. return, formed of 25 MSG (min) gals steel max stud spacing 24 In. O.C. Studs to be cut 3/4 In. less than assembly height. 3. Batts and Blankets'--10ptionslF--Mineral wool or glass fiber bans, partially or completely fill- ing stud cavity. Fasten each ban to wallboard base layer with a min 9/18 in. long staple. Use five staples for each 4 ft long piece. Drive one staple in the center of each piece and a staple at each comer, approx 3 In. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 4. Wallboard• Gypsum'-1/2 In. thick, Wallboard applied vertically in two layers. (Laminated System) Inner layer attached to studs with 1 in. long Type S steel ocrewo spaced 24 In. O.C. Wong vertical edges and 24 In. O.C. in the field. Outer layer laminated to Inner layer with joint compound, applied with a notched spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 In. O.C. Joints of laminated outer layer offset 12 in. from Inner layer joints. Outer layer wallboard attached to Inner layer with 1-1/2 in. long Type G stool screws spaced 24 In. O.C. along edges and comer line of each sheet Optional, (Direct Attached System) Wallboard applied vertically in two layers. Inner layer at- tached to etude with 1 in. long Type S steel screws spaced 24 in. O.C, In the field and along the vertical edges. Outer layer attached to the studs over the Inner layer with 1-5/8 in. long Type S stool screws spaced 12 In. O.C. in the field, along the vertical edges, and to the floor and ceiling runners. Joints of screw-stlechod outer layer offset from Inner layer Joints. Optional, (Direct Attached System) Inner layer wallboard applied vertically, outer layer wall• board applied horizontally. Inner layer attached to etude with 1 In. Type S stool screws spaced 24 In. O.C. along vertical edges and In the field. Outer layer attached to the etude over the In- ner layer with 1.5/8 in. long Type S stool screws spaced 12 In. OC in the field, &long the ver- tical edges, and to the floor and ceiling runners. Outer layer secured to Inner layer wallboard with 1.1/2 In. long Type G stool screws located midway between studs and 1 In. from the horizontal joint Outer layer wallboard joints covered with joint tape and min two coots of joint compound, and screwhoads covered with min two costs of Joint compound As an sksrnate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base- board. Joints rolMorced. Boral Gypsum Inc. —Type BG-C. Consdlen Gypsum Co.. Ltd. —Type C. Calobx Corp. —Type FRP or J. When Type J wallboard Is used, both layers of gyp- sum wallboard must be screw-attachad to the stool studs and floor and coiling runners with steel scram spaced maximum 12 in. OC at the joint edges and in the field (laminating adhesive optional). Continattal Gypsum Company —Type CG-C. 2-HOUR RATED 3 INTERIOR WALL 1 NOT TO SCALE • FLOOR PLAN w SCALE 1/8" = 1'-0" FLOOR PLAN NOTES: I. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON ALL DRAWINGS AND NOTIFY ARCHITECT IF DISCREPANCIES EXIST PRIOR TO COMMENCING CONSTRUCTION 2. CONFORM TO ALL APPLICABLE CODES LISTED ON SHEET G1.1 3. ADDRESS NUMBERS SHALL BE POSTED ON THE STRUCTURE. NUMBERS SHALL BE A MINIMUM OF 3' IN HEIGHT AND SHALL BE POSTED DIRECTLY ABOVE OR TO THE SIDE OF ALL EXTERIOR DOORS. 4. PROVIDE FLOOR AND WALL FINISHES AND COLORS PER TENANT UL#U412 2 LAYERS 5/8' TYPE 'X' GYPSUM WALLBOARD EACH SIDE �-3 I/2' GLASS FIBER SOUND A T TCk1TI I A T1^K1 O A TTC '--6' 20 GA METAL STUDS AT 16' ON CENTER WITH METAL STUD TOP AND BOTTOM TRACK SEE DETAIL 3/AI.I FOR UL •U465 INFORMATION 2-HOUR RATED Koi INTERIOR WALL 1• NOT TO SCALE WHERE EXISTING EXTERIOR WALL IS UNFINISHED INSTALL 1/2' GYPSUM BOARD OVER 3/4. 25 GA METAL FURRING AT 16' ON CENTER AND 3/4'R-MAX BOARD UP TO ROOF DECK oo00000000 \--EXISTING EXTERIOR 8' CONCRETE MASONRY UNITS OPTIONALLY FIFOIL VR PLUS INSULATION MAY BE USED AT EXTERIOR WALLS 2 EXTERIOR WALL 1 NOT TO SCALE • Revisions Date Bmonoy Mark A. onnatti Florida AR 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725-ARCH (727) 725-2603 fx www. jarckcom info@jarckcom ® jonnatti Architecture Incorporated 2022 e OF FLO C�: N. UCN�,9' .y .� k g J171 � :1, 2 /s/22 ZEPHR RETAIL DEVELOPMENT DOC MJ SUITE 6603 US HWY 301 GALL BLVD ZEPHYRHILLS FLORIDA 33542 FLOORPLAN Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB Sheet A1011 ELECTRICAL LEGEND SYMBOL DESCRIPTION N LAY -IN CEILING RECESSED LIGHT FIXTURE (OR SURFACE MOUNTED "CLOUD" FIXTURE WHERE SCHEDULED) LETTER DENOTES MARK IN LIGHTING FIXTURE SCHEDULE ig EX EXIT LIGHT FIXTURE LETTER DENOTES MARK IN FIXTURE SCHEDULE 1�kEM EMERGENCY LIGHT FIXTURE LETTER DENOTES MARK IN FIXTURE SCHEDULE t FLUSH MOUNTED SINGLE POLE WALL SWITCH, 20 AMP, HUBBELL CAT. NO. 12211 OR EQUAL $M LEVITON OSS10 OR LUTRON LOS-SIR-HD OCCUPANCY SENSOR WALL SWITCH FLUSH MOUNTED DUPLEX WALL RECEPTACLE. NEMA 5-15R. MOUNTED AT 19" AFF UNLESS NOTED OTHERWISE &D DEDICATED FLUSH MOUNTED DUPLEX WALL RECEPTACLE, NEMA 5-15R, MOUNTED AT 19" AFF UNLESS NOTED OTHERWISE FLUSH MOUNTED QUAD WALL RECEPTACLE, NEMA 5-15R, MOUNTED AT 19" AFF UNLESS NOTED OTHERWISE PANEL ELECTRICAL PANEL: LETTERING IDENTIFIES PANEL EF ELECTRICAL FAN - SEE MECHANICAL PLAN LIGHT FIXTURE SCHEDULE TYPE MANUACTMRER CATALOG li VOLTS WATTS LAMPS MOMNTIlVG NOTES A LITHONIA LIGHTING 2BLT4 40L ADP EZI LP840 120 38 LED CEILING/RECESS 1,2 EX LITHONIA LIGHTING ELM4L 120 3.15 LED WALL 3.4 EMX LITHONIA LIGHTING ECRG RD M6 120 2 LED CEILING/SURFACE 3,4 LIGHT CONTROL SCHEDULE TYPE MAAWACTIIRER DESCRIPTION CATALOG Ii VOLTS NOTES ACUITY WALL MOUNT LINE VOLT VACANCY SENSOR WSX PDT SA WH 120V --- $Lv ACUITY WALL MOUNT LOW VOLTAGE OVERRIDE SWITCH nPODM WH LOW VOLTAGE RJ-45 CONNECTIONS os ACUITY CEILING MOUNT LOW VOLT OCCUPANCY SENSOR nCM PDT 9 RJB LOW VOLTAGE RJ-45 CONNECTIONS ACUITY nLIGHT POWER PACK I nPP16 EFP LOW VOLTAGE RJ-45 CONNECTIONS NOTES: I. CONNECT AHEAD OF SWITCHING. 2. VERIFY MOUNTING HEIGHT WITH OWNER/ARCHITECT. 3. CONNECT BATTERY TO STRAIGHT HOT LIGHTING CIRCUIT. 4. PROVIDE WITH 90 MINUTE BACKUP OPTION. PANEL B SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND EXISTING(RELOCATED) 200A MIA NEMA 1 NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 11 SPARE 20 1 120 1 3480 120 1 30 INSTA-HOT 2 5 1 3 LIGHTING 20 1 120 469 ZO88 208 3 25 RTU-1 4 3 2 5 RECEPTACLE 20 1 120 540 1 2088 208 3 25 6 3 2 7 RECEPTACLES 20 1 120 720 1 2088 208 3 25 8 2 9 RECEPTACLES 20 1 120 720 1 180 120 1 20 1 ROOFTOP RECEPTACLE 10 2 111 1 12 13 14 15 16 17 18 19 20 211 22 231 24 25 26 27 28 29 30 31 32 33 34 351 36 37 1 208 3 30 SPD 38 39 1 208 3 30 40 41 1 208 3 1 30 42 CONNECTED VA SYSTEM VOLTS PHASEAMPS 6298 34571 120/208V, 3 PHASE 52 29 CONNECTED NEC DEMAND 469 1.25 2160 1 4176 1 0 0 3480 1 0 1.25 0 0.66 TOTAL 1N208V 3 PHASE 1 2628 22 DEMAND LOAD 586.25 VA 2160 VA 4176 VA 0 VA 3480 VA 0 VA 0 VA 110402 VA 1 29M NOTES ( ) (I1 BREMCE RS FOR MULTI WIIRE BRANCH CIRCUITS TO BE SUPPLIED WrMIWHANDLES. NOTES LOAD TYPE IS LARGER 1 LIGHTING 2 RECEPTACLES 3 AIR CONDITIONING 4 HEATING 5 MISC. NON -CONTINUOUS 6 CONTINUOUS 7 KITCHEN LIGHTING PLAN SCALE 1/8" = 1'-0" 0 EXISTING 120408 3-PHASE SERVICE POWER RISER DIAGRAM - NOT TO SCALE EXISTING FEEDER SCHEDULE OCU-200 200A PANEL FEEDER: (3) 3/0 CU, (1) 3/0 CU NEUTRAL & (1) 06 CU GROUND IN 2' CONDUIT. POWER RISER NOTES: O1 EXISTING 120/208V, 3-PHASE, 200A, MLO, PANEL 'B', 42 CKT, TO BE RELOCATED (SEE PLANS). EXTEND WIRING AS NECESSARY. a °x FLORIDA ENERGY CODE POWER PLAN BRANCH CIRCUIT WIRE SIZES SHALL COMPLY WITH FLORIDA ENERGY CODE, 7TH EDITION (2020) C405.7.3.1 AND C405.7.3.2 FOR VOLTAGE DROP. GENERAL RULE: -USE 810 FOR 20A, 277V BRANCH CIRCUITS LONGER THAN 200' -USE 0110 FOR 20A, 120V BRANCH CIRCUITS LONGER THAN 75' -USE 08 FOR 20A, 277V BRANCH CIRCUITS LONGER THAN 250' -USE 48 FOR 20A, 120V BRANCH CIRCUITS LONGER THAN 150' ARC FLASH NOTE THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SIGNAGE/LABELS FOR ARC FLASH/SHOCK HAZARD FOR ALL SERVICE EQUIPMENT AS PER N.E.C. ART. 110.24 AND NFPA 70E. SIGNAGE/LABELS MUST SUITABLE TO WITHSTAND THE ENVIRONMENT AND SHALL INCLUDE THE MAXIMUM AVAILABLE FAULT CURRENT, LEVEL OF PPE REQUIRED, APPROACH BOUNDARIES AND DATE OF CALCULATION. SCALE 1/8' = 1'-0" ELECTRICAL NOTES: I. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE, 2017 NATIONAL ELECTRIC CODE AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. GENERAL CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED FOR A COMPLETE INSTALLATION AND FOR PROPER OPERATION OF ELECTRICAL SYSTEMS, INCLUDING ALL WORK REQUIRED BY CODE OR REGULATORY AGENCIES. 3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF INTERNE(DATA) CONNECTIONS TO THE BUILDING. INTERNET PROVIDERS ARE TO BE PROVIDED BY THE OWNER. MAKE PROVIDER CONNECTIONS FROM THE LOCATIONS OFF -SITE TO THE LIMITED ENERGY SYSTEMS PANEL. 4. ALL SWITCHES, RECEPTACLES. & COVER PLATES SHALL BE WHITE DECORA TYPE. REPLACE EXISTING TO REMAIN AS NECESSARY. 5. EGRESS ILLUMINATION CONFORMS TO COMMERCIAL REQUIREMENTS OF IFC IN THE PATH OF EXIT PER FBC 1006.1 6. ALL COMMERCIAL LIGHTING CONTROLS COMPLY WITH THE FLORIDA ENERGY CODE E C405. ELECTRICAL POWER KEYNOTES: O1 RELOCATED 120/208V, 3-PHASE 200A, MLO PANEL W. SEE SHELL BLDG DRAWINGS FOA ORIGINAL LOCATION. O2 EXISTING METER. O3 ELECTRICAL CONTRACTOR TO CONFIRM EXACT 'CU" & 'AHU' ELECTRICAL SPECS. NOTIFY ELECTRICAL ENGINEER OF RECORD OF ANY CHANGES TO BREAKER SIZES. O4 HVAC, DISCONNECT & RECEPTACLE SHOWN FOR CLARITY (TYP.). ELECTRICAL LIGHTING KEYNOTES: O1 CONNECT TO NEAREST 'CONSTANT HOT' POWER SOURCE. USE LIGHTING CIRCUITS ONLY. O CONNECT TO BATHROOM MOTION SWITCH. ELECTRICAL LIGHTING CONTROL ORDER OF OPERATION: USER IS TO TURN SWITCHLEGS ON MANUALLY. MOTION SENSORS ARE TO TURN OFF ALL FIXTURES AFTER NO MOTION IS DETECTED FOR A SET PERIOD OF TIME. EXCEPTION: RESTROOM LIGHTS ARE ALLOWED TO BE AUTOMATIC ON / AUTOMATIC OFF. TYPICAL LIGHTING CIRCUIT AND SWITCHLEG KEY Fixture LA I CAPITOL LETTER DENOTES FIXTURE TYPE CIRCUIT (Constant hot provided to power pack) PANEL NAME PoWack CKT B - 4 3 LOWERCASE LETTER DENOTES SWITCHLEG I CIRCUITING EXAMPLE KEY CKT: a DENOTES LIGHTING SWITCH LEG DENOTES PANEL NAME (BY ROOM). LIGHTING PLAN ONLY DENOTES CIRCUIT NUMBER (Revisions Date By Mark A. ]onnatti Florida Ali 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725 ARCH (727) 725-2603 fx www. jarch. com info@jarch.com ® Jonnatti Architecture Incorporated 2022 �P,��.0 F• FC �90 A. J04,, ••� 2/3/22 ZEPHR RETAIL DEVELOPMENT DOC M SUITE 6603 US HWY 301 GALL BLVD ZEPHYRHILLS FLORIDA 33542 POWER AND LIGHTING LAN (Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB I heefi El 0 1 RTU SCHEDULE EQUIPMENT DESIGNATION - RTU-I NOMINAL TONNAGE TONS 3.0 SUPPLY AIR CFM 1160 OUTSIDE AIR CFM 78 EXT. STATIC PRESSURE IN. H2O 0.60 FAN SPEED RPM - INDOOR FAN MOTOR H.P. 1.0 FILTER TYPE - 2"-30% POWER VOLTS/PH. 208-230/3/60 ELECTRICAL MCA/MOCP 17.4/25 TOTAL COOLING CAPACITY BTUH 36,000 SENSIBLE COOLING CAPACITY BTUH 32,500 ENT. AIR TEMP. (DB/WB) 'F/'F 80/67 LVG. AIR TEMP. (DB/WB) 'F/'F 58/56 SEER/EER ® ARI CONDITIONS - 14.0/11.5 AMBIENT TEMPERATURE 'F 95 APPROX. UNIT WEIGHT W/CURB LBS. 573 MANUFACTURER - DAIKIN MODEL NO. - DBC3800SAAA ELECTRIC HEAT ® 208 VOLT KW 5.0 NOTES N 11 3 COT (DPROVIDE / INSTALL WITH FACTORY PROGRAMMABLE THERMOSTAT (2 STAGE ASAF REQUIRED) O SUBSTITUTE EQUIPMENT MANUFACTURERS SHALL BE PERMITTED UPON APPROVAL OF ARCHITECT. EQUIPMENT SHALL HAVE EQUIVALENT PERFORMANCE O PROVIDE OUTSIDE AIR CFMS AS SHOWN ON OUTSIDE AIR CALCULATIONS FOR EACH UNIT FAN SCHEDULE FAN MARK m MANUFACTURER BROAN MODEL NUMBER OTXE080 FAN TYPE CLG EXHAUST FAN CFM 80 CFM STATIC PRESSURE .10 FAN VOLTAGE 120/1/60 FAN AMPERAGE 0.2 AMPS FIN DIM L X W X H 12.25'XI2.25'X11.75' DUCT OUTLET SIZE 6' FAN WEIGHT 12.0 LBS NOTES 1.2 NOTES: I. SWITCH WITH LIGHTS 2. VENT THRU WALL OUTSIDE AIR CALCULATIONS PER FLORIDA MECHANICAL CODE 2020 SEC 403.3.1.1 AND ASHRAE 62.1 V Vbi Rp•Pz + R.•Az = CFM REQUIRED Vaz iZ POL& AIRTRATE F OOR EX(HEA�U,ST BRZONENG NE ZONE SPACE DENSITY /UOTQ OU AIRRATE(Pz) POPULAT (Ra) AAZA (VbZ) AIRVFLOW S I p ,Z AHUI OFFICE AREA 5 5 5 0.06 878 N/A 77.7 77.7 TOILET ROOM 1 0 0 0 0 58 80 0 TOTALS 80 77.7 TOTAL O/A REQUIRED = 77.7 CFM O/A PROVIDED THROUGH UNITS AHU-1= 78.0 CFM HVAC LEGEND RECTANGULAR DUCTWORK 60MMA.BF.F. THERMOSTAT MOUNTED PROGRAMMABLE ANM ROUND FLEXIBLE DUCTWORK HO HUMIDSTAT MTD AT 60"A.F.F. 00 FLEX, DUCT MIXING BOXES ® DUCT MTD SMOKE DETECTOR ROUND METAL DUCTWORK DUCT MOUNTED FIRESTAT �- VOLUME CONTROL DAMPER FQ& IN WALL FIRE DAMPER DUCT ELBOW -TURNING VANES 1 DUCT MTD FIRE SMOKE DAMPER ® RETURN DUCT SECTION T DUCT MOUNTED FIRE DAMPER ® SUPPLY DUCT SECTION EF CEILING MOUNTED EXHAUST FAN 0 RETURN AIR DEVICE VTR - VTW = VTE = VENT THROUGH ROOF VENT THROUGH WALL VENT TO EXTERIOR _®- SUPPLY AIR DEVICE (4 WAY) AIR DISTRIBUTION SCHEDULE MARK MANIIF MODEL TYPE SERVICE NECK SZ NOTES AD -I METALAIRE LM CELING SUPPLY 8 X 4 VOLUME DAMPER AD-2 METALAIRE 7300 CELING SUPPLY 24 X 24 LAY -IN FRAME AD-Tj METALAIRE I RP -I CEILING RETURN 24 X 24 1 FILTER RACK EXISTING 2 SEPARATION HVAC KEYNOTES Ot NEW ROOF TOP HVAC UNIT ONEW TOILET ROOM FAN AND EXHAUST DUCTWORK - SEE DETAIL THIS SHEET O3 PROGRAMMABLE THERMOSTAT HVAC SCOPE I. PROVIDE (1) NEW 3-TON ROOF TOP UNIT 2. NEW DUCTWORK, SUPPLY AND RETURN GRILLES AS SHOWN. 4. PROVIDE NEW OUTSIDE AIR VOLUME AS SHOWN ON CALCULATIONS ON THIS SHEET. 5. PROVIDE A NEW PROGRAMMABLE THERMOSTAT AS SHOWN. I, MECHANICAL NOTES I. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 2. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT THE CONTRACTOR OF EXISTING CONDITIONS. (IF ANY) THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION WORK BEFORE ANY MECHANICAL CONSTRUCTION WORK BEGINS. 3. SHOULD ANY CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE CONFLICT BEFORE ANY CHANGES ARE MADE. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL BEFORE PROCEEDING WITH ANY CHANGES. 4. THIS SYSTEM IS DESIGNED AS A LOW PRESSURE SYSTEM SUBJECT TO VELOCITIES OF 2500 FPM OR LESS AND AN OPERATING PRESSURE OF 2' W.G. OR LESS, POSITIVE OR NEGATIVE. 5. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 6. ALL PRIMARY A/C DRAINS TO HAVE APPROVED P-TRAP AND SHALL BE INSULATED PER CODE. 7. SECONDARY DRAIN AND/ OR AUX. DRAIN TO HAVE SAFETY SHUT OFF (FLOAT SWITCH). REFRIGERATION LINES (SUCTION LINE) TO HAVE MIN. 11/2' THICK INSULATION. 8. PROVIDE LOW VOLTAGE WIRE (T-STAT. CONDENSER WIRE, ETC.) WITH A MINIMUM OF 2 EXTRA WIRES. PROVIDE 18 GAUGE, 8 WIRE TYPICAL. 9. PVC CONDENSATE DRAINS TO BE SCH40,SIZES PER PLANS AND/OR LOCAL CODES. SLOPE AS NECESSARY TO PROVIDE POSITIVE DRAINAGE. 10. ALL SUPPLY AND RETURN GRILLES AND REGISTERS TO HAVE WHITE FINISHES, ALL SUPPLY GRILLES TO HAVE ADJUSTABLE LOUVERS WITH DAMPERS. It. ALL EXHAUST AND OUTSIDE AIR DUCTS TO BE METAL PER CODE. 12. STARTUP SYSTEM WITH NEW FILTERS, REPLACE WITH NEW FILTERS PRIOR TO TENANT OCCUPANCY. 13. ALL MECHANICAL EQUIPMENT, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. MECHANICAL FLOOR PLAN SCALE 1/8" = 1'-0" MECHANICAL NOTES: I. ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE, 2020 FLORIDA MECHANICAL CODE AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. GENERAL CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED FOR A COMPLETE INSTALLATION AND FOR PROPER OPERATION OF MECHANICAL AND PLUMBING SYSTEMS" INCLUDING ALL WORK REQUIRED BY CODE OR REGULATORY AGENCIES. 3. REPLACE ALL FILTERS PRIOR TO FINAL INSPECTION. 4. PERFORM A SYSTEM TEST AND BALANCE FOR ALL NEW AND ADJUSTMENTS TO EXISTING HVAC EQUIPMENT TO MEET NEW VENTILATION REQUIREMENTS AND MAKE ADJUSTMENTS TO CONFORM TO APPROVED PLAN. SUBMIT FINAL TEST AND BALANCE REPORT TO ARCHITECT AND TENANT. 14. UPON SYSTEM COMPLETION, PROVIDE A SYSTEM TEST AND BALANCE REPORT PREPARED BY AN INDEPENDANT TEST AND BALANCE AGENCY FLEXIBLE DUCT W/ 1-1/2" THICK (F-6) INSULATION & VAPOR GALV. STEEL ROD OR STRAP BARRIER. MAXIMUM RUN TO BE 8'-0'. PROVIDE RIGID DUCT SUPPORTS PER SMACNA EXTENDING FROM MAIN AS REQUIRED TO MEET MAX. RUN OF STANDARDS FLEXIBLE ELBOW RADIUS SIZED FOR NO LESS THAN (SEE NOTE 02) R/O = 1.0 V (R-6) STANDARD DUTY FOIL UPPER ATTACHMENT REINFORCED FIBERGLASS PER SMACNA (SEE NOTE W/VAPOR BARRIER SUPPLY SHEETDUCT OR 02) SUPPLYY DUCTW 2ETHCK 4 WRAP INSULATION (R-6) MIN. 2' WIDE 22' GALV. STRAP HANGER W/HEMMED EDGES PER SMACNA FIC.3-10 SQUARE TO ROUND ADAPTER IF REQUIRED. PROVIDE j LSADDLE\7ANGLE 2' X 1/8' GALV. OPPOSED BLADE DAMPER STRAP PER INSULATE TOP PANEL OF LAY -IN DIFFUSER AWBAND AND SUSPENDED TYPET EACH CONNECTION CEILING SYSTEM OR DRYWALL CEILING SEE PLANS FOR GRILLE SIZES NOTES: I. FLEXIBLE DUCT SHALL BE ONE PIECE & SHALL NOT BE SPLICED TOGETHER. 2. MAXIMUM SAG = 1/2" PER FOOT BETWEEN SUPPORT POINTS AND 5'-0' MAX OF SUPPORT SPACING. LAY -IN CEILING t*002 DIFFUSER DETAILS NOT TO SCALE DUCTWORK SPECIFICATIONS I. PROVIDE HOT DIPPED GALVANIZED MILD STEEL SHEET METAL FOR EXHAUST AIR AND VENTILATION SYSTEMS AND FOR OTHER SYSTEMS WHERE INDICATED. 2. SUPPORTS, FASTENERS AND ACCESSORIES SHALL BE GALVANIZED STEEL. PROVIDE TURNING VANES WITH EXTENDED TRAILING EDGE IN ALL ELBOWS. CONNECTIONS TO FANS SHALL BE MADE WITH 4" INCH FLEXIBLE FIREPROOF CONNECTIONS. SEAL JOINTS WITH GLASS-FAB AND MASTIC OR HIGH VELOCITY SEALANT WHICH BEARS THE U.L. LABEL. 3. DUCT GAUGES,CROSS-BREAKING AND SUPPORT SPACING SHALL COMPLY WITH REOUIREMENTS OF THE SMACNA STANDARDS.FLEXIBLE DUCT SHALL BE PRE -INSULATED WITH SEAMLESS VAPOR BARRIER. DUCT SHALL BE UL 181 CLASS I AIR DUCT WITH I' FIBERGLASS INSULATION. MAXIMUM VELOCITY SHALL BE 4000 FPM, SIMILAR TO GENFLEX SLR-25 OR APPROVED EQUAL. 4. DUCT ACCESSORIES: INSULATION FIBERGLASS BLANKET WRAP: (MINIMUM R-VALUE OF 8). MANVILLE MICROLITE FIBERGLASS DUCT INSTALLATION ONE AND ONE HALF (1-1/21 INCH THICK. ONE (I) POUND PER CUBIC FOOT DENSITY WITH REINFORCED FOIL SCRIM KRAFT VAPOR BARRIER. 5. SMOKE DETECTORS: PROVIDE DUCT MOUNTED SMOKE DETECTORS WHERE SYSTEMS ARE 2000 CFM AND GREATER. DETECTOR SHALL CONFORM TO SECTION 172 OF NFPA PAMPHLET NO 90A. NOTE:AT THE CONTRACTOR'S OPTION, 1-1/2" THICK DUCTBOARD, MINIMUM R-8, CAN BE USED IN PLACE OF SHEET METAL.(SHEET METAL MUST BE USED AT RATED CORRIDORS) (Z) GALVANIZED STEEL HOUSING CONNECTION DISCHARGE DUCT ® OPTIONAL VERTICAL DISCHARGE try Q BACKDRAFT DAMPER ® EXTERNAL ELECT ACCESS COVER ® 24'x24' PERFORATED GRILLE 24' Q CEILING TILE WALL CAP OR WALL LOUVER ® FLEXIBLE DUCT CONNECTOR NOTE: PROVIDE WALL CAP WITH ALUMINUM ® ADJUSTABLE MOUNTING FLANGE CONSTRUCTION, DUCT CONNECTION, ® VIBRATION ISOLATOR, TOP AND BOTTOM BUILT IN DAMPER AND BIRDSCREEN, IN BAKED ENAMEL FINISH. ® 4/TOT ALMS UPPORTRROM BUILDING ISSUCTURE ® NUT AND WASHER 2 EXH FAN DETAIL 1 NOT TO SCALE • NOTE: USE SIMILAR WALL CAP AT OUTSIDE AIR INTAKES Revisions Date By Mark A onnatti Florida AR 0010778 JONNATTI ARCHITECTURE INCORPORATED 210Ae Higghway 19 N Clear,Rlorida33765 25-ARCH (727) 725-2603 fx www.jarch.com info@jarch,com ® Jonnatti Architecture Incorporated 2022 ZEPHR RETAIL DEVELOPMENT DOC M SUITE 6603 us 301 GALL BL VD ZEPHYRHILLS FLORIDA 33542 MECHANICAL PLAN (Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB GENERAL PLUMBING NOTES: GENERAL I. THE BUILDING SHALL BE PROVIDED WITH THE FOLLOWING SYSTEMS: A. A COMPLETE COLD WATER AND HOT WATER SYSTEM. B. A COMPLETE SANITARY, WASTE AND VENT SYSTEM. 2. MANUFACTURERS AND MODEL NUMBERS SHOWN IN THE CRITERIA ARE USED AS A BASIS OF DESIGN. WITH OTHER APPROVED MANUFACTURERS NOTED. SUBSTITUTION FOR THE BASIS OF DESIGN ITEMS IS SUBJECT TO THE WRITTEN APPROVAL OF THE ARCHITECT ON AN APPROVED EQUAL BASIS WATER PIPING I. WATER PIPING SHALL BE TYPE 'L' COPPER, WITH 95-5 SILVER SOLDERED JOINTS.CPVC MAY BE USED AS AN ALTERNATE 2. INSULATE ALL HOT WATER PIPING WITH I' RIGID FIBERGLASS OR �y2' FLEXIBLE FOAM INSULATION (ARMAFLEX). FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT, AND SHALL BE TAPED AT THE BUTT JOINTS. 3. PROVIDE EACH FIXTURE WITH STOPS AND SUPPLIES. EXPOSED STOPS SHALL BE CHROME PLATED. 4. PROVIDE WATER HAMMER PROTECTION AT EACH FIXTURE, OR GROUP OF SIMILAR FIXTURES. 5. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 6. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. PRIMERS SHALL BE LOCATED IN A SERVICEABLE LOCATION. 7. STERILIZE WATER PIPING IN ACCORDANCE WITH THE HEALTH DEPARTMENT REGULATIONS AND AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS. SANITARY PIPING 1. SANITARY, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC, UNLESS PROHIBITED BY THE LOCAL CODES. 2. IF PVC PIPING IS PROHIBITED UNDER -GROUND, BY THE LOCAL CODES, THEN SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON. LEADED JOINTS. TYLER 'TY-SEAL' AND 'NO -HUB' ARE APPROVED SUBJECT TO APPROVAL BY THE BUILDING OFFICAL. 3. IF PVC PIPING IS PROHIBITED ABOVE -GROUND BY THE LOCAL CODES, THEN SANITARY, WASTE, AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON. LEADED JOINTS, TYLER 'TY-SEAL' AND 'NO -HUB' ARE APPROVED SUBJECT TO APPROVAL BY THE BUILDING OFFICIAL. 4. AN APPROVED ALTERNATE FOR ALL SANITARY, WASTE AND VENT PIPING IS DWV COPPER WITH 50-50 TIN LEADED SOLDERED JOINTS. 5. SLOPE OF SANITARY AND WASTE PIPING SHALL BE 1/4' PER FOOT MINIMUM. 6. EXPOSED WASTE DRAINS, IN TOILETS, SHALL BE CHROME PLATED BRASS, WITH MATCHING STOPS AND ESCUTCHEONS. 7. ROOF PENETRATIONS SHALL BE WITH LEAD PIPE ROOF JACKS. PLUMBING KEYNOTES Oi 4' SAN SEWER STUB -IN LOCATION O2 NEW ADA TOILET ROOM WITH FLOOR DRAIN O ADA WATER FOUNTAIN ONEW 3/4' SUPPLY LINE ABOVE WITH S/OFF VALVE WALL BRACKET WATTS USB-B TEMPERING VALVE WALL BRACKET POINT -OF -USE WATER HEATER WALL BRACKET COLD WATER INLET NOTESt I. WATER TEMPERATURE LIMITING DEVICES SHALL BE USED AT ALL LAVATORIES 2. DEVICES SHALL COMPLY WITH ASSE 1070 OR CSA BI25.3 3. CONDITION AT EMPLOYEE TOILET ROOM IS SIMILAR COLD WATER SUPPLY TEMPERATURE LIMITING rY DEVICE DETAIL T14/NOT TO SCALE NEW 4' PLUMBING WALL EXISTING 2 HR TENANT SEPARATION PARTITION I� LVI EWC O NEW 4• PLUMBING WALL DOC MI SUITE 6603 4' SAN SEWER - SEE CIVIL PLANS FOR CONTINUATION CO NO SLAB IN THIS AREA NEW 2 HR TENANT SEPARATION PARTITION I 3/4' CW ABOVE CEILING O --4 1.-- ---------------- - - - - - - -�'CW- - - ------------ [� h -------------- ----------------I y EXISTING I" CW UG FROM METER AND BFP - SEE CIVIL PLANS PLUMBING SCOPE I. CONSTRUCT ONE ADA COMPLIANT TOILET ROOM AS SHOWN. INSTALL ONE NEW HI -LOW ELECTRIC WATER COOLER 2. CONNECT NEW SANITARY SEWER LINES INTO EXISTING WASTE LINES STUBBED INTO THE BUILDING AS SHOWN 3. PROVIDE NEW CPVC WATER SUPPLY LINES TO NEW FIXTURES AS SHOWN. SUPPLY FIXTURES FROM EXISTING 2' WATER LINE WITH SHUT/OFF VALVE STUBBED INTO THE BUILDING 4. FIELD VERIFY ALL EXISTING PLUMBING WASTE LINE DEPTHS AND SUPPLY LINE SIZES. MAKE ADJUSTMENTS AS NECESSARY AND AS PER PLUMBING CODE NEW 3' VTR A 3•V 3'V•4 2 1/2.0 i 2 1/2'V- i I WCI i FD 3'SS� 3'SS 3'SS LVI 2 1/2'SS EXISTING 3" SANITARY SEWER TO UTILITY 3•SS 2 1/2'SS EWC 1 WASTE RISER �-, NOT TO SCALE some Revisions Date By MarkA onnatti Florida AR 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021NS Highway 19 N WHY Clea er, Florida 33765 (727) 25-ARCH (727) 725-2603 fx PLUMBING FLOOR PLAN SCALE 1/8" = I'-0' PLUMBING NOTES: I. ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE.2020 FLORIDA MECHANICAL CODE AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. GENERAL CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED FOR A COMPLETE INSTALLATION AND FOR PROPER OPERATION OF MECHANICAL AND PLUMBING SYSTEMS, INCLUDING ALL WORK REQUIRED BY CODE OR REGULATORY AGENCIES. 3. SEE SHEET GI.2 FOR ADDITIONAL TOILET ROOM NOTES AND DIMENSIONAL INFORMATION 4. ALL PLUMBING FIXTURES SHALL COMPLY WITH FLORIDA BUILDING CODE 2020 401-426. PROVIDE FIXTURE AND FAUCET COMPLIANCE WITH MAXIMUM WATER CONSUMPTION RATES PER FLORIDA BUILDING CODE PLUMBING 604.4 5. PROVIDE TEMPERED HOT WATER FOR ACCESSIBLE HAND WASHING LOCATIONS PLUMBING LEGEND CW _ _ NEW COLD WATER- BALANCING VALVE HW. - - - NEW HOT WATER --J\-- CHECK VALVE WHY WALL HYDRANT -04- GLOBE VALVE/BALL VALVE HB y+- HOSE BIB �- IN LINE PUMP -�I�- UNION -HWR - HOT WATER RECIRCULATED --{-- GATE VALVE -G NATURAL GAS LINE SOIL OR WASTE BFG BELOW FINISHED GRADE - - - - - - - VENT BFF BELOW FINISHED FLOOR CW- EX►STG COLD WATER AFC ABOVE FINISHED CEILING HW EXISTG HOT WATER ate- P-TRAP - GL GREASE LINE SS SANITARY SEWER WHA_ WATER HAMMER ARRESTOR OM WATER METER FD FLOOR DRAIN C. PIPE TURNED DOWN FS FLOOR SINK ! PIPE TURNED UP HD ISC -- HUB DRAIN 5--•- END OF PIPE FCO *}- FLOOR CLEANOUT WH WATER HEATER COTG CLEANOUT TO GRADE 0 P-TRAP WCO ICf- WALL CLEANOUT CO 11 END OF LINE CLEANOUT • WALL MOUNTED LAVATORY VTR VENT THRU ROOF DRINKING FOUNTAIN NTS NOT TO SCALE ® OR WATER COOLER RWL RAIN WATER LINE l...WHY WALL HYDRANT Oo TANK TYPE WATER CLOSET PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION MANUF. MODEL NO. CW HW WASTE VENT HEIGHT MAX. WATER COLOR REMARKS USAGE FINISH 17'-19' AFF BEMIS 3155CCST, (OR OTHER SLOW -CLOSE SEAT). SLOAN WCI HANDICAPPED KOHLER KOHLER I/2" 3' 3' COMPLY WITH 1.6 GPF WHITE FLUSHMATE M-101526-F3IPRESSURE ASSIST SYSTEM, WATER CLOSET OR EQUAL K-3611 ADA / ANSI CHROME STOPS/SUPPLIES & LID LOCKS. INSTALL PER ADA & ANSI-AlIT.I REOUIREMENTS EWC WATER COOLER (TWO STATION ELKAY ELKAY 1/2' i 2/2' i 2/2• COMPLY WITH .25 GAL/MIN STAINLESS JR SMITH 0834RL FIXTURE SUPPORT CARRIER. HI-LO) OR EQUAL LZSTLBLC ADA / ANSI STEEL MOUNT UNIT PER ADA & ANSI A117.1 REQUIREMENTS KOHLER 1/2' 34' TO RIM SYMMONS S20 FAUCET, CHROME STOPS/SUPPLIES LVI HANDICAPPED KOHLER 2007, 2030 1/2' WHERE 2�/2' 2�/2' COMPLY WITH .25 GAL/MIN WHITE & P-TRAP WITH TAILPIECE, WATTS USG-B TEMPERING WALL LAVATORY OR EQUAL OR 2861 SHOWN ADA / ANSI DEVICE, J.R. SMITH 0700-D-E BACK TO BACK WALL CARRIER. INSTALL PER ADA& ANSI-A117.1 REQUIREMENTS WHI SINGLE LAVATORY POINT -OF -USE ECOSMART ECOSMART 1/2' 1/2' WALL MOUNT MOUNT ON WALL BELOW LAVATORY - VERIFY WATER HEATER POU 3.5 ELECTRICAL VOLTAGE PRIOR TO ORDERING www.jarch.com info@jarch.com ® jonnattl Architecture Incorporated 2022 E OF Fto Nr 2/"3/22 ZEPHR RETAIL DEVELOPMENT DOC MI SUITE 6603 US HTNY 301 GALL BLVD ZEPHYRHILL S FLORIDA 33542 PL �LM�B�IjNG (Drawn AIAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB Sheet: SPECIFICATIONS DIVISION ONE - GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF THE WORK 1. The work includes interior tenant buildout within an existing commercial building all in accordance with the Contract Documents. 2. The performance of all construction under this contract shall conform to all applicable local codes and ordinances and the Federal Occupational Safety and Health Standard. 3. The Contractor must exercise proper precaution to verify figures shown on the drawings and must notify the Architect if discrepancies are found. 4. Mechanical, Plumbing and Electrical drawings are diagrammatical. Contractor to furnish and install all items necessary for a complete, first-class installation or that are essential for proper operation of work indicated. 5. All materials to be incorporated into the project shall be new. If required, the contractor shall furnish satisfactory evidence as to kind and quality and meet all specification standard and requirements. 6. The contractor shall store all materials for construction and protect from rain, pilferage and damage. Contractor shall obtain insurance covering same. 7. Verification of field measurements or conditions shall remain the responsibility of the Contractor. SECTION 01720 - PROJECT RECORD DOCUMENTS 1. Maintain at the job site one copy of all Contract Drawings and Project Manual. Clearly mark the Drawings as "Project Record Copy"; maintain in good condition, available at all times for inspection by the Architect. Do not use for construction. 2. Mark up the most appropriate Document to show: a. Significant changes made during the construction process. b. Significant detail not shown in the original Contract Documents. 3. Keep Project -Record Documents current. Do not permanently conceal any work until the required information has been recorded. 4. Use red line on all documents. In marking the Drawings use the same symbols, legends, etc. as used on the Drawings to identify like material, piping, etc. 5. Submit Project Record Documents to the Architect upon completion of the Project and prior to final payment. DIVISION TWO - SITEWORK (No work in this division) DIVISION THREE - CONCRETE (No work in this division) DIVISION FOUR - MASONRY (No work in this division) DIVISION FIVE - METALS SECTION 06120 - STRUCTURAL STEEL 1. Comply with AISC "Code of Standard Practice for Steel Buildings and Bridges", AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings", AISC "Specifications for Structural Joints using ASTM A-325 or A-490 Bolts" and the AWS D1.1 "Structural Welding Code". 2. Qualify welding processes and Welding operators in accordance with the AWS "Standard Qualifications Procedure" 3. Submit shop drawings showing complete details and schedules for fabrication and assembly of members. 4. Steel product specifications are as follows: a. Structural steel shapes, plates and bars to be ASTM A-36. b. Cold formed steel tubing to be ASTM A-500 Grade B C. Hot formed steel tubing to be ASTM A-501 d. Anchor bolts to be ASTM A-307 non -threaded type (unless otherwise indicated) S. High strength fasteners to be hexagonal structural bolts (medium carbon steel) as per ASTM A-325. 5. Provide welding electrodes as per AWS code. 6. Shrink -resistant grout to be nonmetallic as manufactured by Burke Company, US Grout Corp. or equal. 7. Splices in structural members shall not be permitted without prior approval. 8. Shop paint structural steel work except for portions of members to be embedded in concrete or which are to be welded or bolted with friction type connectors. SECTION 05400 - METAL STUDS 1. Provide "C" shaped cold -formed metal studs as manufactured by U.S. Gypsum or equal. Provide manufacturer's recommended size, gage and type for height and spacing, condition and application shown on the drawings. 2. 16 gage and heavier units to be fabricated of ASTM A 446 sheet steel. 3. 18 gage and lighter units to be fabricated of ASTM A 446, A 570, or 611 sheet steel. 4. Provide runner tracks secured at a maximum of 16" on center. Provide fasteners at ends and corners of tracks. 5. Frame openings larger than 2'-0" square with double stud at each jamb of frame. Install runner tracks and jack studs above and below openings. Install horizontal stiffeners in stud system at not more than 4'-6" on center. DIVISION SIX - WOOD AND PLASTICS SECTION 06200 - ROUGH CARPENTRY 1. Provide labor and materials for all wood grounds, nailers, blocking, framing, wood furring, etc. 2. Comply with the following wood product quality standards: a. Lumber standards - PS 20 b. Plywood standards - PS 1 / ANSI - A199.1 and APA 3. Nominal sizes of lumber are indicated, except as shown by detail dimensions. 4. Provide dressed lumber, S4S unless otherwise indicated, seasoned lumber with 19% maximum moisture content at time of dressing. 5. Provide exterior or interior grade plywood as required by field application. Provide 18 gage hurricane clips (Heckman or equal) 6. All wood exposed to weather or in contact with masonry shall be pressure treated in accordance with AWPB LP-2. 7. Furring for gypsum drywall, unless otherwise indicated, provide 1" x 2" furring at 16" on center vertically. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION SECTION 7200 - INSULATION 1. Extent of insulation work is shown on drawings, by generic name or by abbreviation. 2. Insulation to be as follows: a. Exterior wall insulation to be %" foil -faced rigid type (R-Max or equal). b. Interior wall sound insulation shall be 4" batt insulation. 3. Comply with manufacturer's instructions for the particular conditions of installation in each case. If printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with work. 4. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. SECTION 07900 - JOINT SEALERS 1. Provide elastomeric sealants to seal and make watertight all exterior joints as required. 2. Provide caulking compound to fill or close interior joints where expansion and contraction are of no consideration and where appearance is of primary importance. 3. Caulking compound shall be architectural grade non -shrink elastic caulking compound conforming to federal specifications TT-C-598. 4. Sealants shall be one of the following types: Manufacturer Masonry and Concrete All other areas G.E. Silprup 1200 Dow Coming 790 786 PRC - 500 5. Color of caulking compound and sealants shall match adjacent surfaces where not painted. DIVISION EIGHT - DOORS AND WINDOWS SECTION 08100 - DOORS AND WINDOWS 1. Provide doors and windows as indicated on the drawings and as scheduled. Conform to all manufs installation requirements. DIVISION NINE - FINISHES SECTION 09250 - GYPSUM DRYWALL 1. Gypsum wallboard products: a. Standard gypsum wallboard shall be 48" wide with tapered edges, 5/8" thick and shall conform to ASTM C-36 b. Water resistant gypsum wallboard shall be self furring 48" wide sheets, 5/8" thick and conform to ASTM C-36. 2. Products and metal accessories: a. Corner beads and casing beads shall be standard galvanized steel section and manufactured for use with drywall construction. b. Nails shall be annular ring nails conforming to ASTM C- 380. C. Screws shall be self -drilling, corrosion resistant screws with Phillip heads. 3. The gypsum wallboard shall be installed by an approved, experienced drywall applicator normally engaged in this trade. 4. Water resistant gypsum wallboard shall be applied to walls in toilets 5. Gypsum wallboard of maximum practical length shall be used so that an absolute minimum number of end joints occur. Boards shall be brought into contact with each other but shall not be forced into place. gypsum board joints at openings shall be located so that no end joint will align with edges of openings. All end joints shall be staggered. 6. Apply gypsum board with the length at right angles to the supporting members. Center abutting ends or edges over supports. 7. Fasteners shall be spaced not less than 1/8" from ends and edges of wallboard. Wallboard shall be held in firm contact with support slightly below the surface of the wallboard with care being taken while fasteners are being placed. Heads shall be dimpled to break the paper face. 8. Apply gypsum board with fasteners spaced 12" on center in the field and 8" on center along vertical edges. 9. All joints, internal angles, dimpled comers and edges shall be reinforced and finished using the 3-coat system. Allow 24 hours for drying time between applications of cement. Sand the cement after each coat is dry to a smooth surface effectively concealing the joints or fasteners. 10. Joint treatment products shall be fiber reinforced tape and ready mixed joint compound and toppings compound as recommended by the gypsum board manufacturer. 11. Comer beads shall be applied to all external comers. Casing beads shall be applied around all wall or ceiling openings. 12. All materials shall be delivered to the job site in unbroken manufs containers and shall be properly stored and protected from the elements until use. SECTION 09900 - PAINTING 1. Paint all exposed surfaces unless otherwise indicated. All paints shall be first -line, premium quality as manufactured by Sherwin Williams. 2. Refer to drawings for painting schedule. 3. All interior walls / ceilings shall receive 1 coat of latex based primer followed by 2 finish coats of paint scheduled. 4. All exterior painted surfaces shall receive 2 coats of paint scheduled. SECTION 10800 - TOILET ACCESSORIES 1. The extent of each type of toilet accessory is shown on the drawings and schedules, and as described in these specifications. 2. Deliver accessories to the job in protective cartons; store in a safe place protected against damage. 3. Coordinate with Section 06200 Rough Carpentry for the accurate location of all wood blocking required for the anchoring of toilet room accessories. 4 Installer must examine the areas and conditions under which accessories are to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 5 Provide anchors, bolts, and other necessary anchorages, and attach accessories securely to walls and partitions in locations as shown. 6 Install concealed mounting devices and fasteners where possible, fabricated of the same material as the accessories, or of galvanized steel, as recommended by manufacturer. 7 Secure accessories to adjacent walls and partitions complying with the manufs instructions for each item and each type of substrate. 8 Mount all accessories in handicap accessible toilet rooms as required by all applicable codes. DIVISION TEN - SPECIALTIES (No work in this division) DIVISION ELEVEN - EQUIPMENT (No work in this division) DIVISION TWELVE - FURNISHINGS (No work in this division) DIVISION THIRTEEN - SPECIAL CONSTRUCTION (No work in this division) DIVISION FOURTEEN - CONVEYING SYSTEMS ((No work in this division) DIVISION FIFTEEN - MECHANICAL SECTION 15400 - PLUMBING 1. All plumbing materials, fixtures and installation shall comply with all requirements of the Florida State Board of Health's Sanitary Code, the Florida Building Code and the Florida Plumbing Code. 2. The work consists of cold water supply piping, soil waste and vent piping, plumbing fixtures and trim, flashings for roof penetrations, and connections of equipment supplied by others. 3. All materials shall be new and shall bear underwriters' label, where applicable. 4. All work shall be performed by a licensed plumbing contractor, in a first-class workmanlike manner. The completed system shall be fully operative and acceptance by engineer or architect must be a condition of the subcontract. 5. All work shall be coordinated with other trades, to avoid interference with the progress of construction. 6. Verify locations, size, elevations and materials and present state of all existing utilities, prior to beginning construction. Advise Owner of any discrepancies. 7. Water piping to be Type 'L' copper, with wrought solder fittings, except where noted otherwise. 8. Soil, waste and vent piping to be schedule 40 PVC, together with schedule 40 PVC fittings. Fittings on waste lines to be drainage pattern. All joints to be made with approved cement applied in strict accordance with the manufacturer's published instructions. 9. Install readily accessible gate valves in all branch water lines serving any room having plumbing fixtures. All fixtures must be provided with readily accessible stops. 10. Where dissimilar metals are to be joined, approved insulating unions shall be used. 11. Contractor shall guarantee all materials and workmanship free from defects, for a period of not less than one (1) year, from date of acceptance. SECTION 15500 - HEATING, VENTILATION AND AIR CONDITIONING 1. HVAC Contractor shall install HVAC units, diffusers and ductwork as shown on the drawings for a complete and operable Air Conditioning system to provide Heating, Cooling and ventilation comfort in accordance with Ashrae Standards. Contractor to provide all ductwork, thermostat wiring, electrical hookup etc. to provide a fully operational system. 2. Drawings are diagrammatic. Do not scale the drawings for the exact location of equipment, piping, ductwork, etc. 3. These drawings are not intended to show every minor detail. The Contractor shall furnish and install all items required for a complete, acceptable working installation. 4. All work shall be performed by a licensed Contractor, in a First -Class workmanlike manner. The completed system shall be fully operative and acceptance by Owner is a condition of the Sub -contract. 5. All work shall be coordinated with other trades, to avoid interference with the progress of construction. 6. All workmanship and materials shall be in strict accordance with applicable National, State and Local Codes, Rules and Ordinances. 7. All materials shall be new and shall bear underwriters' label, where applicable. 8. Ductwork below roof to be spiral metal type as indicated on the drawings. Fabricate and install in strict accordance with the manufacturers' instructions. 9. Air distribution accessories shall be of aluminum with volume controls as manufactured by 'Metalaire', or approved equal, unless shown or scheduled otherwise. All grille finishes to be white. 10. All elbows must be furnished with approved turning vanes. 11. Branch takeoffs must be provided with approved, adjustable, accessible air extractors. 13. Filters to be throw -away type, unless noted otherwise. Locate in air handler and/or at return grille. 14. Furnish and install all temperature controls under this contract, including humidity controls, where applicable. 15. Mount thermostats 64 above floor, unless otherwise noted. 16. Install firestats in units over 2000 CFM 17. Provide all required roof openings, additional steel reinforcing, roof curbs and flashing at new rooftop unit locations as required. 18. Contractor shall guarantee all materials and workmanship free from defects, for a period of not less than one (1) year from date of acceptance, unless noted otherwise. DIVISION SIXTEEN - ELECTRICAL 1. Comply with the requirements of the latest edition of the National Electrical Code, and applicable rules and regulations of Local and State Laws and Ordinances. 2. Do not scale the drawings. Refer to Architectural Plans and Elevations for locations of equipment. Confirm exact location from approved shop drawings with Owner. It is not the intent of these plans to show every minor detail of construction. Any discrepancies shall be called to Architect's attention. The Contractor is expected to furnish and install all items for a complete electrical system and provide all requirements necessary for equipment to be placed in acceptable, proper working order. 3. The electrical installation shall meet all standard requirements of local Utility Company. Verify service requirements, current characteristics and transformer data, prior to commencing any work. 4. All cutting and patching, excavation, compacting, backfill, etc., required for the electrical work shall be done by the electrical contractor. 5. All materials shall be new and shall bear Underwriters' and Union Labels, where applicable. 6. All work shall be coordinated with other trades to avoid interference with the progress of construction. The final locations of all equipment shall be verified with the Owner or his appointed Agent. 7. All work shall be performed by a licensed Electrical Contractor, in a First -Class workmanlike manner. The completed system shall be fully operative and acceptance by Architect must be a condition of the Sub -Contract. 8. Load data is based on information given Engineer at the time of design. Verify all equipment, panel sizes, protective devices and feeders before ordering. Obtain necessary data from the approved shop drawings of the various Subcontractors. 9 The Electrical system shall be completely and effectively grounded, as required by the latest edition of the N.E.C. 10. Install facilities for temporary power for construction, as required. Furnish and install all wiring for power and controls of all A/C systems and mechanical equipment. Wire starters and control devices furnished by others. Furnish and install all special systems as called for on the plans or specifications. 11. Conductors shall be copper with 600 volt insulation, unless otherwise noted. #6 AWG and smaller may have 60 degree C or higher insulation rating; #4 and larger shall have 75 degree C or higher insulation rating. All conductors #10 and smaller may be solid. #8 and larger shall be stranded. Non-metallic cables and service cords installed where permitted shall have an equipment grounding conductor within the cable assembly sized per N.E.C. No aluminum wire will be permitted END OF SPECIFICATIONS Revisions Date By Mark A. )onnatti Florida AR 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725-ARCH (727) 725-2603 fx www. jarch. com info®jarch.com ® Jonnatti Architecture Incorporated 202.2 ZEPHR RETAIL DEVELOPMENT DOC M SUITE 6603 US HWY 301 GALL BLVD ZEPHYRHILLS FLORIDA 33542 SPECIFICATIONS Drawn MAJ Check MAJ Date JAN 18, 2022 Scale AS NOTED Job No ZEPHR RB F