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k✓ iv can ABBREVIATION LEGEND FIRE PROTECTION GENERAL DATA AC Air Condition(edler) FPM Feet Per Minute PLF Pounds Per Linear Foot 1. BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED BY THE BUILDING CODE, 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY SHEET INDEX AFF Above Finish Floor FR Fire Rated PLYWD Plywood DESIGNED AND INSTALLED TO COMPLY WITH THE APPLICABLE NFPA STANDARD. ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PRE -EN Pre-engineered PROCEEDING WITH THE WORK. AHU Air Handler Unit Plaster PSF Pounds Per Square Foot 2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE ARCHITECTURAL SHEETS ALT Alternate FRP Fiber Reinforced Panel PSI Pounds Per Square Inch PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION ALUM Aluminum FRT Fire Retardant Treated P-T Post Tension WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ AND SHALL OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT APT Apartment FT Foot / Feet PT Pressure Treated Wood SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL, THE MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF A17.01 Title Sheet, Drawing Index, Issue History & General Notes BALC Balcony FTG Footing PTAC Package Terminal AC CONTRACTOR SHALL SUBMIT SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. BDA Ell -Directional Amplification FND Foundation PM Painted 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK A17.11 Code Compliance, Life Safety &Construction Assemblies System FOB Face of Beam PVC Poly Vinyl Chloride PAINTING ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR A2.01 Architectural Site Plan BFF Below Finish Floor FOS Face of Stud QT Quarry Tile WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS BLDG Building GA Gauge RAD Radius BLKG Blocking GALV Galvanized RCP Reflected Ceiling Plan 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. BM Beam GAR Garage REF Reference INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. BR Bedroom GC General Contractor REFRIG Refrigerator STRUCTURAL SHEETS TEXTURES, AND OTHER REQUIREMENTS. BRG Bearing GLS Glass REINF Reinforce(edrng) 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND BRZWY Breezeway GLZ Glazing READ Required COLOR TO MATCH THE ADJACENT SURFACE, UNO. PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES $17.31 General Structural Notes BTM Bottom GYPBD Gypsum Board RM Room PRIOR TO PROCEEDING WITH THE PROJECT. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR S17.32 Structural Sections & Details B.O. Bottom of HC Hollow Core RO Rough Opening 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, CAB Cabinet HB Hose Bibb RS Rough Sawn STUDY ELEVATIONS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND S17.33 Structural Sections & Details CALC Calculation HDR Header RSC Rough Sawn Cedar 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION S17.34 Structural Sections & Details CER Ceramic HDW Hardware SAN Sanitary OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, CFM Cubic Feet Per Minute HORIZ Horizontal SC Solid Core 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. S17.35 Structural Sections & Details CFS Clear Floor Space HR Hour SCH Schedule MANUFACTURER'S WRITTEN INSTRUCTIONS. CIP Cast In Place HT Height SEP Separation 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE CMU WOOD/METAL S17.36 Structural Sections & Details CJ Control Joint HVAC Heating, Venting & AC SF Square Feet 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. CL Center Line HW Hot Water S/F Storefront PAINTED AS SPECIFIED, UNO. S17.37 Structural Sections & Details 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING $17.38 Structural Sections &Details CLG Ceiling IBC International Building Code SGD Sliding Glass Door PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR CLOS Closet ID Interior Design SHT Sheet CABINETS & COUNTERTOPS MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL S17.39 Structural Sections & Details CLR Clear IDF Intermediate Distribution SHTG Sheathing BEFORE SUBMITTING TO THE AHJ. CMU Concrete Masonry Unit Frame SI Square Inches 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR S17.41 Foundation Plan COL Column lic Impact Insulation Class SIM Similar HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR S17.42 Roof FramingPlan CONC Concrete IN Inch / Inches SOG Slab On Grade THAN 1". AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR COND Condenser/ Condensate INST Installation SP Spring Point REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN S17.43 Structural Sections & Details CONT Continuous INSUL Insulation(ed) SPEC Specifications 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12- DEEP. REFER TO THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. CORR Corridor INT Interior SPF Spruce -Pine -Fur INTERIOR ELEVATIONS FOR HEIGHTS. S17.44 Structural Sections & Details CID Cement Plaster JB Junction Box SQ Square 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE CPT Carpet JST Joist sS Stainless Steel FABRICATION OF CABINETS. APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND ARCHITECTURAL SHEETS CT Ceramic Tile JT Joint STC Sound Transmission Class AS REQUIRED BY THE AHJ. CW Cold Water KDAT Klln Dried After Treatment STD Standard 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED D Dryer KIT Kitchen STL Steel SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE DAS Dist►ibuted Antenna System LAM Laminate STO Storm MANUFACTURER'S INSTALLATION REQUIREMENTS. A17.20 Architectural Slab Plan DIA Diameter LAV Lavatory SW Shear Wall 5. ALL WALLS I PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS DIM Dimension LF Ling Feet SW SymmetricalAT 16" O.C. MAX. OR 2 X 6 STUDS AT 24' O.C. MAX., UNO. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT A17.21 First Floor Dimension Plan DN Down LGMF Light Gauge Metal Framing SYP Southern Yellow Pine MANUAL SPECIFICATIONS. A17.22 First Floor Note Plan & Finish Schedule DIN Dining LIN Linen T&B Top & Bottom INSULATION 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON A17.23 Roof Plan DP Deep LR Living Room T&G Tongue & Groove STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY DR Door LT Light TB Towel Bar 1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING MATERIALS WHICH COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER A17.24 Florida Accessibility Code 2020 DS Down Spout MAX Maximum TEMP Tempered WITH REQUIREMENTS INDICATED INCLUDING R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-00.0081, AND AS DETERMINED BY THE DTL Detail MDF Main Distribution Frame THK Thick THE STATE ENERGY EFFICIENCY CODE. AHJ. A17.25 Interior Elevations DW Dishwasher MECH Mechanical TPD Toilet Paper Dispenser DWG Drawing MEM Membrane TPH Toilet Paper Holder 2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND A17.26 Mailroom Interior Elevations EA Each MEP MECH, ELEC, PLMG T.O. Top of APPLICATIONS INDICATED. = SITE WORK & FOUNDATION A17.61 Exterior Elevations ELEC Electrical) MFR Manufacturer(ed) TOS Top of Slab 3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A ELEV Elevation MIN Minimum TOFD Top of Floor Deck 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED A17.71 Building Sections ENG Engineered) MIR Mirror TRS Truss SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. BY A GEUTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED A17.72 Wall Details EOP Edge of Paver MISC Miscellaneous TS Tube Steel TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS EOS Edge of Slab MPH Miles Per Hour TYP Typical GYPSUM BOARD ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL A17.73 Section Details EQ Equal MR Moisture Resistant UL Underwriters Laboratory INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE A17.91 Door & Window Schedules & Details EQUIV Equivalent MTD Mounted UNO Unless Noted Otherwise 1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR GYPSUM BOARD, UNO. ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. EWC Electric Water Cooler MTL Metal VC vinyl Covered A17.92 Storefront Schedules & Details EXP Expansion NFA Net Free Area VCT Vinyl Composite Tile 2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE EXT Exterior NUM/# Number VER Verify 3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING LANDSCAPE SWIMMING POOL ARCHITECTURAL RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. PROVIDE STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY' EXTG Existing NUM Nominal VERT Vertical PLUMBING SHEETS FACP Fire Alarm Control Panel NRC Noise Reduction Class VIF Verify In Field TEXTURE FINISH AS SPECIFIED OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL FB Fire Blocking NTS Not To Scale VLT Vault THE OWNER. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. FBC Florida Building Code OC On Center VWC vinyl Wall covering P14.01 Site Plan Plumbing FD Floor Drain OCC Occupancy / Occupant W Weser 4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FE Fire Extinguisher OFW Outside Face of Wall W/ With ASSEMBLY LISTED. FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE P18.10 Symbols, Abbreviations and General Notes - Plumbing FF Finished Floor OH Overhang W/D Washer/Dryer Combination DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 5. BASE FOR TILE: GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS DISCRETE NONASBESTOS P18.11 Floor Plan Sanity Plumbing FIFE Finished Floor Elevation OS Outside of Stud WIO Without Sanitary g FIBER -CEMENT INTERIOR SUBSTRATE SHEETS OR NONASBESTOS FIBER -MAT REINFORCED CEMENTITIOUS FIN Finish(�i) OSB Oriented Strand Board WC Water Closet 4. REFER TO LANDSCAPE ARCHITECTS AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL . p1812 Floor Plan Domestic Water Plumbing FJS Finger Jointed Studs PAN Pantry WD Wood BACKER UNITS IN COMPLIANCE WITH ASTM C 1178, C 1288 OR C 1325 AND INSTALLED IN ACCORDANCE WITH DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, g MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS. FUR Floor PKG Package WDW Window, ETC. P18.13 Enlarged Restroom Plans Plumbing FM Field Measure PKG Plastic Laminate WIC Walk In Closet COMPARTMENT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET FOM Face of Masonry I Concrete PLB Plumb WH Water Heater COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840 AND MANUFACTURER 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL P18.14 Schedules Plumbing FP Fire Protection PLMG Plumbing RECOMMENDATIONS. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER NOT BE LESS THAN 6 INCHES, UNO. P18.15 Details Plumbing WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840. SYMBOLS LEGEND 6. ALL GYPSUM BOARD USED IN NON -CONDITIONED AND/OR EXTERIOR CONDITIONS TO BE EXTERIOR GRADE WEATHER/WATER INTRUSION PREVENTION ■ MECHANICAL SHEETS GYPSUM SHEATHING BOARD, 5/8" THICK, UNO. AS AN ALTERNATE TO STANDARD GYPSUM SHEATHING, THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO CENTERLINE OF BUILDING/OBJECT CONTRACTOR MAY INSTALL A GLASS -MAT GYPSUM SHEATHING PRODUCT. PROVIDE FIRE -RATED EXTERIOR PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERIWATER-RESISTIVE GRADE GYPSUM SHEATHING BOARD AS REQUIRED FOR FIRE -RATED ASSEMBLIES. BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS M15.01 Site Plan Mechanical pO NUMBERED DOOR SYMBOLS 7. CONTROL JOINTS TO BE INSTALLED PER GYPSUM ASSOCIATION GA-234 AND PER MANUFACTURER'S OR AS OTHERWISE REQUIRED IF NOT INDICATED, M 18.20 Symbols, Abbreviations and General Notes - Mecanical RECOMMENDATIONS AND MINIMUM REQUIREMENTS. REFER TO THE PROJECT MANUAL SPECIFICATIONS, 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. �OP-00 ELEVATION TARGET, INDICATES HGT AFF DIVISION 09 GYPSUM BOARD, FOR ADDITIONAL INFORMATION. GYPSUM BOARD CONTROL JOINT LOCATIONS M 18.21 Floor Plan Mechanical ARE NOT SHOWN ON THE DRAWINGS, EXCEPT WHERE INCORPORATED AS A DESIGN ACCENT OR M18.22 Schedules Mechanical ARCHITECTURAL FEATURE. PROPOSED GENERAL CONTROL JOINT LOCATIONS SHALL BE DETERMINED BY THE DECAY & TERMITE PROTECTION CONTRACTOR AND THE CONTRACTOR SHALL HAVE THE OWNER REVIEW AND APPROVE PROPOSED M18.23 Details Mechanical �1K KEY NOTE WITH LEADER INDICATOR LOCATIONS PRIOR TO INSTALLATION. 1. ALL BUILDINGS SHALL HAVE TERMITE PROTECTION AGAINST SUBTERRANEAN TERMITES, INCLUDING SOIL `� \ APPLIED PESTICIDES, BAIT SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF M 18.24 Details Mechanical REVISION DELTA 8. WATER-RESISTANT GYPSUM BOARD SHALL BE USED FOR WALLS AND CEILINGS IN TUB AND SHOWER AREAS TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY AR ABOVE TILE SURFACES IN COMPLIANCE WITH ASTM C1396. WITH APPLICABLE BUILDING CODE AND THE AHJ. M18.25 Energy Calculations Mechanical T'tie TITLE MARKER 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE PIPE & TUBE RAILINGS PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE ELECTRICAL SHEETS MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS O LETTERED WINDOW SYMBOL 1. HANDRAILS AND GUARDS TO BE FABRICATED AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. RAILING ESTABLISHED BY THE STATE. FABRICATOR'S STATE REGISTERED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN E16.01 Site Plan Electrical AND PREPARATION OF THE SHOP DRAWINGS AND PROVIDE SIGNED AND SEALED COPIES AS REQUIRED. 3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES. THE TREATMENT COMPLETE SECTION: SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. E18.30 Symbols, Abbreviations and General Notes - Electrical DETAIL NUMBER 2. PROVIDE SOLID STRUCTURAL REINFORCEMENT, (FRAMING, BLOCKING, ETC.), AS REQUIRED TO SECURELY X%LOCATION & DIRECTION OF CUT ATTACH HANDRAILS, GUARDRAILS, AND RAILING POSTS TO RESIST LINEAR AND CONCENTRATED LOADS AS 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION E18.31 Floor Plan Power &Systems AX.XXSHEET ON WHICH DETAIL APPEARS REQUIRED BY CODE. AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE NOTE AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED E18.32 Floor Plan Lighting 3. GUARDS SHALL HAVE INTERMEDIATE PICKETS SUCH THAT A 4' DIAMETER SPHERE CANNOT PASS PEST CONTROL COMPANY. E18.33 Riser Diagram Electrical THROUGH. BOTTOM RAIL SHALL REJECT PASSAGE OF 2" DIAMETER SPHERE. THE TRIANGULAR OPENINGS g FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL AT THE OPEN SIDE OF THE STAIRWAY SHALL BE OF A 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDEWALLS, E18.34 Fire Alarm Riser Diagram Electrical PARTIAL SECTION: MAXIMUM SIZE SUCH THAT A SPHERE OF 6' IN DIAMETER CANNOT PASS THROUGH THE OPENING. HEIGHT OF UNO. X DETAIL NUMBER GUARDS SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED BY CODE. 6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY E18.35 Schedules - Electrical AX XX LOCATION & DIRECTION OF CUT 4. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, AND ANCHORS AS NECESSARY FOR A COMPLETE OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND E18.36 Details Electrical NOTE SHEET ON WHICH DETAIL APPEARS INSTALLATION. INSTALLATION SHALL COMPLY WITH APPLICABLE CODE REQUIREMENTS. FINISHES SHALL BE ANCHORS TO BE COMPATIBLE. AS INDICATED OR SPECIFIED, WHERE APPLICABLE, OR AS DIRECTED BY THE OWNER. 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR 5. SEPARATE DISSIMILAR METALS WITH BUTYL RUBBER OR POLYPROPYLENE GASKET OR MASTIC COMPOUND. TERMITE INSPECTION. REVIEW DATE:11 A ELEVATION: CITY OF ZEPHYR ILL N.DETAIL NUMBER 6. INSTALL MULTI -POLYMER PLASTIC OR SIMILAR MATERIAL BEARING SHIM STRIPS,1/8" THICK, BETWEEN THE BUILDING OFFICIAL X DETAIL DIVISION BOTTOM OF SURFACE MOUNTED METAL RAILING POST AND CONCRETE SURFACES. BUILDING ADDRESS AXJO( SHEET ON WHICH DETAIL APPEARS 1. BUILDING ADDRESS OR NUMBERS, AS APPROVED BY THE AHJ, SHALL BE PROVIDED FOR THE BUILDINGS SO MAILBOXES & PARCEL BOXES THAT THE ADDRESS OR NUMBER IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. BUILDING ADDRESSES SHALL BE DETERMINED BY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF THE POSTAL THE AHJ AND APPROVED REQUIREMENTS WITH AHJ.Y THE OWNER. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION ALL WORK SHALL COMPLY WITH PREVAILING ASSEMBLY TAG: BOXES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, APPLICABLE ACCESSIBILITY WALL DESIGNATION REQUIREMENTS, AND THE USPS REQUIREMENTS. CODES FLORIDA BUILDING CODE, 2. ALL MAILBOXES AND PARCEL BOXES FOR ALL UNITS COVERED BY THE APPLICABLE ACCESSIBILITY FIRE EXTINGUISHERS AND THE '\ND THEL ELECTRIC CODE, CITY OF ZEPHYRHILLS STANDARDS MUST BE INSTALLED WITHIN HEIGHT RANGE INDICATED ON THE DRAWINGS ORDINANCES 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN DAS/BDA SYSTEMS NFPA 10. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS PER NFPA 1:11.10, MINIMUM RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT COMMUNICATIONS SHALL BE OTHERWISE REQUIRED BY THE AHJ. EXTINGUISHERS SHALL BE INSTALLED WITH THE TOP AT 41' MAX FROM MAINTAINED AT A LEVEL DETERMINED BY THE AHJ AND NFPA 1221. A THIRD PARTY SHALL EVALUATE THE SIGNAL THE GROUND. LIGHT HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:10-B:C, STRENGTH AT THE COMPLETION OF CONSTRUCTION FOR CONFORMANCE WITH THE REQUIREMENTS. IF THE UNO. AND BE LOCATED PER FLOOR WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER. REVIEW DATE la � SIGNAL STRENGTH IS NOT COMPLIANT, THE OWNER SHALL PROVIDE A RADIO COMMUNICATION ENHANCEMENT ORDINARY HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:20-8:C, UNO. AND BE CITY OF ZEpWRHILLS IN t FIRE AND LIFE SAFETY SYSTEM OR OTHER MEANS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE AHJ PRIOR TO THE FINAL LOCATED PER FLOOR WITH A MAXIMUM TRAVEL DISTANCE OF 50 FEET TO THE EXTINGUISHER. EM FIRE INSPECTION. IF A RADIO COMMUNICATION ENHANCEMENT SYSTEM IS REQUIRED, IT IS THE OWNER'S 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH RESPONSIBILITY TO PROVIDE THE NECESSARY CONSULTANTS TO DESIGN THE SYSTEM AND COORDINATION FOR INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON ALL ADDITIONAL REQUIREMENTS. THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. Zephyr Commons Clubhouse City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new Clubhouse & Leasing Office LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.barney@jlceng.com ISSUE HISTORY 02/17/22 Permit Set iFORUME a e ARCHITECTURE & CL INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 c 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12123/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: i PROJECT NO. 0 Z 4097 Clubhouse - Title Sht, Dwg Index, Issue History & Gen Notes Al 7.01