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HomeMy WebLinkAboutZephyr Commonsk✓ 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 V CONCRETE MASONRY UNIT WALL ASSEMBLIES TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE G13 EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED B. MANUFACTURED STONE VENEER WITH GROUTED NON RATED i i I I I I JOINTS I I I i I I CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO PT 2x WOOD FURRING AT 24" OC MAX I I CONTINUOUS PERFORATED RADIANT FOIL INSULATION (1) LAYER 1/2" GYPSUM BOARD I EXT i INT TYPICAL AT INTERIOR WALLS C-1 PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO NON RATED PT 2x WOOD FURRING AT 24" OC MAX (1) LAYER 1/2" GYPSUM BOARD AT FINISHED SPACE INT INT TYPICAL AT INTERIOR NON -BEARING NONRATED WALL (1) LAYER 11T GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE I PILASTER) NON -RATED WOOD STUDS AT 24" OC MAX (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT TYPICAL AT INTERIOR BEARING NON -RATED WALL (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE I PILASTER) NON -RATED WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT ROOF / CEILING ASSEMBLIES TYPICAL AT PITCHED ROOF RW 2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES NON -RATED ��- ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING ��-�`� SYSTEM REQUIREMENTS (1) LAYER 112"-5/8" (NOMINAL) WOOD STRUCTURAL PANEL ROOF SHEATHING PER STRUCTURAL DRAWINGS WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLAN(S) BLOWN OR BATT INSULATION OVER CONDITIONED SPACES (1) LAYER 1/2" MIN GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) 0 ASSEMBLY TAG 0 INSULATION ASSEMBLY TYPE W = WALL F = FLOOR R = ROOF ASSEMBLY MATERIAL W = WOOD C = CONCRETE .# S = STEEL ASSEMBLY NUMBER DESIGN INSULATION MIN VALUES FOR ASSEMBLIES SCHEDULED WITH INSULATION, TYPICAL/UNO: R-11 MIN AT TENANT SEPARATION R-13 AT 2x4 STUD FRAMING R-19 AT 2x6 STUD FRAMING R-30 AT ATTIC R-7.0 AT CMU I CONC (WI FI-FOIL) GENERAL CODE REQUIREMENTS E AUTHORITY HAVING JURISDICTION ZEPHYRHILLS, FL BUILDING DEPARTMENT (813) 780-0020 PROJECT INFORMATION 5 RESIDENTIAL BUILDING(S) 4-STORY WOOD FRAME WITH EXTERIOR LOAD BEARING WALLS 1 CLUBHOUSE BUILDING 1-STORY EXTERIOR LOAD BEARING MASONRY WALLS 1 POOL PAVILION 1-STORY CMU COLUMNS & WOOD FRAME WALLS 1 TRASH ENLOSURE w MAINTENENCE 1-STORY MASONRY WALLS BUILDING CODES FLORIDA BUILDING CODE - ACCESSIBILITY (FBC-A) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - BUILDING (FBC-B) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-EC) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - EXISTING BUILDING (FBC-EB) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - FUEL GAS (FBC-FG) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - MECHANICAL (FBC-M) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - PLUMBING (FBC-P) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - RESIDENTIAL (FBC-R) SEVENTH EDITION (2020) FLORIDA FIRE PREVENTION CODE (FFPC) SEVENTH EDITION (2020) NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION LOCAL ORDINANCES AS APPLICABLE FLORIDA WIND-BORNE DEBRIS REGION TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THIS PROJECT IS NOT LOCATED IN A WIND-BORNE DEBRIS REGION AS DEFINED IN CHAPTER 2 OF THE FBC. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADING REQUIREMENTS. OPENING PROTECTIONS ARE NOT REQUIRED TO COMPLY WITH FBC 1609.1.2. 0 ACCESSIBILITY REQUIREMENTS 1. IN BUILDINGS WITH FOUR OR MORE DWELLING UNITS AND AT LEAST ONE ELEVATOR, ALL DWELLING UNITS AND ALL PUBLIC AND COMMON USE AREAS ARE SUBJECT TO THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE FAIR HOUSING ACT (FHA). IN BUILDINGS WITH FOUR OR MORE UNITS AND NO ELEVATOR, ALL GROUND FLOOR UNITS AND PUBLIC AND COMMON USE AREAS ARE SUBJECT TO FHA'S DESIGN AND CONSTRUCTION REQUIREMENTS. SUCH REQUIREMENTS ARE BASED ON THE FHA DESIGN MANUAL, REVISED AS OF 1998. THESE UNITS ARE DESIGNATED "ADAPTABLE UNITS." MULTI -STORY UNITS IN BUILDINGS WITHOUT ELEVATORS, CARRIAGE UNITS, AND UNITS IN BUILDINGS WITH LESS THAN FOUR UNITS ARE NOT COVERED BY FHA. 2. COMMON USE AREAS, AS DEFINED BY FHA, ARE SPACES AND FACILITIES USED EXCLUSIVELY BY TENANTS AND THEIR GUESTS AND SHALL COMPLY WITH BOTH THE FHA AND APPLICABLE REFERENCES TO ICC/ANSI Al 17.1-2003, WHICH IS A SAFE HARBOR RECOGNIZED BY FHA. IF A LATER EDITION OF [CC/ANSI Al 17.1 IS LISTED IN THE CODE COMPLIANCE SECTION OF THESE DOCUMENTS AS MAY BE REQUIRED BY BUILDING CODE, STATE OR MUNICIPALITY, THEN THE APPLICABLE REQUIREMENTS PROVIDING A HIGHER LEVEL OF ACCESSIBILITY SHALL BE FOLLOWED. 3. PUBLIC USE AREAS, AS DEFINED BY FHA, ARE SPACES THAT ARE MADE AVAILABLE TO THE GENERAL PUBLIC AND SHALL COMPLY WITH THE FHA AND THE AMERICANS WITH DISABILITY ACT (ADA) 2010 STANDARDS FOR ACCESSIBLE DESIGN, AS CONSTITUTED WITH AMENDMENTS IN THE 2017 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FAC). 4. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, SUCH PUBLIC USE AREAS WITHIN THE BUILDINGS DESCRIBED BY THESE DOCUMENTS INCLUDE: PRIMARY CLUBHOUSE ENTRANCE, CLUBHOUSE LOBBY/FOYER, LEASING OFFICE, PUBLIC RESTROOMS, POOL AREA, POOL GATES, AND THE ACCESSIBLE ROUTE CONNECTING THE SAME. < D EXIT V MAIL Ti CLUBHOUSE 0 CODE COMPLIANCE: CLUBHOUSE BUILDING REFER TO SHEET A2.01 FOR COMPLETE AREA CALCULATIONS OCCUPANCY TYPE: SINGLE OCCUPANCY (GROUP A-3) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NOWSPRINKLERED BUILDING AREA AND HEIGHT LIMITATION HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3) ALLOWED PROPOSED GROUP A-3: 509-0" 22'-0" MAX NUMBER OF STORIES (FBC-B 504.4) GROUP A-3: 2 1 MAX BUILDING AREA (FBC-B 506.2.1) Per Calculation. 14,375 SF 9,087 SF FIRE PROTECTION (FBC-B TABLE 601 & 602): PRIMARY STRUCTURAL FRAME 0 HR 0 HR EXTERIOR BEARING WALLS 0 HR 0 HR INTERIOR BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR INTERIOR NON -BEARING WALLS 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR INTERIOR FINISHES: CLUBHOUSE BUILDING GROUP A-3 (NONSPRINKLERED) CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENT WHERE REQUIREMENTS OVERLAP. DESCRIPTION FBC-B TABLE 803.11 FFPC 12.3.3 -NEW PROPOSED (GROUP A-3 SPRINKLERED) ASSEMBLY OCCUPANCIES ALLOWED ALLOWED INT EXIT STAIRWAYS, RAMPS A A OR B A & PASSAGEWAYS CORRIDORS & ENCLOSURE B A A FOR EXIT ACCESS ROOMS & ENCLOSED C A, B, OR C C SPACES BUILDING AREA TABLE: CLUBHOUSE BUILDINGS AMENITY BLDG TYPES CLUBHOUSE A/C NON -A/C GROSS CLUBHOUSE BLDG TOTAL 7,598 1,489 9,087 CONFERENCE 0 OCCUPANCY & MEANS OF EGRESS: CLUBHOUSE BUILDING E SHEET NOTES OCCUPANCY LOAD (FBC-B TABLE 1004.5 & FFPC TABLE 7.3.1.2) SEE LIFE SAFETY SHEETS FOR CALCULATIONS A REFER TO SHEET Al7.01 FOR GENERAL NOTES ASSEMBLY (A-3) AREA / FLOOR AREA PER OCC. OCCUPANTS B RATINGS SHOWN INDICATE REQUIRED SEPARATION RATINGS ONLY, AMENITY 1,797 S.F. / 15 NET 120 REFER TO SHEET A17.11 FIRE -RESISTANCE RATING REQUIREMENTS FOR LOUNGE / RECEPTION 871 S.F. / 15 NET 59 BUILDING ELEMENTS AND SHEETS Al7.11 AND A17.11 FOR ALL VERANDA 707 S.F. 115 NET 48 CONSTRUCTION ASSEMBLIES, ASSEMBLIES REFERENCED WITHIN THESE FITNESS 1,843 S.F. 150 GROSS 37 DOCUMENTS COMPLY WITH BOTH SETS OF REQUIREMENTS SPIN / YOGA 724 S.F. 150 GROSS 15 C OPENINGS INTO AND THROUGH ASSEMBLIES RATED FOR SEPARATION ACCESSORY STORAGE SHALL BE PROTECTED AS NOTED ON A17.01, SPECIFICATION SECTION MECH / ELEC / JAN 236 S.F. 1300 GROSS 1 078413, AND PER CODE REQUIREMENTS BUSINESS (B) D SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR STANDPIPE AND CONFERENCE / FOCUS ROOMS 537 S.FJ 150 GROSS HOSE CONNECTION DETAIL, COORDINATE LOCATIONS WITH LEASING / OFFICE / BREAK 554 S.F./ 150 GROSS 4 ARCHITECTURAL PLANS TRAVEL DISTANCE (FBC-B TABLE 1017.2 & FFPC 12.2.6.2) FBC-B ALLOWED FFPC ALLOWED _- POSED OF SPRINKLER AREAS AND SPRINKLER SYSTEM TYPE PF EXIT ACCESS TO OUTSIDE OF BUILDING 200'-0" 200'-0" 109-6" F LOCATE FIRE EXTINGUISHERS PER FLOOR AS SHOWN AND AS EXITING REQUIREMENTS FBC-B ALLOWED FFPC ALLOWED PROPOSED OTHERWISE NECESSARY SUCH THAT THE TRAVEL DISTANCE FROM ANY NUMBER OF EXITS 2 EXITS 2 EXITS 2+ EXITS POINT ON THE FLOOR TO THE NEAREST EXTINGUISHER IS WITHIN 76 G REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT PLUMBING FIXTURE COUNT: CLUBHOUSE BUILDING AND TWO-WAY COMMUNICATIONS SYSTEM LOCATIONS H CONTRACTOR SHALL COORDINATE WITH THE AHJ AND VERIFY WHETHER TOTAL OCCUPANTS 288 OCCUPANTS (ASSUMED 50°% MEN 150°% WOMEN) SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM, AND FIRE SUPPRESSION SYSTEM FIXTURES COUNTS (FBC-P TABLE 403.1) CLUBHOUSE (A-3) TOTAL J REFER TO DOOR SCHEDULE FOR ALL RATED DOORS AND EGRESS REQUIRED PROPOSED HARDWARE INFORMATION MEN'S RESTROOM FIXTURES WATER CLOSETS 1 1 URINALS - 1 FIRE PROTECTION RESPONSIBILITY LAVATORIES 1 1 WOMEN'S RESTROOM FIXTURES THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE WATER CLOSETS 2 2 "ENGINEER OF RECORD' FOR THE FIRE PROTECTION SYSTEM AND SHALL LAVATORIES 1 1 PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS OTHER FIXTURES WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS DEFINED BY THE ELECTRIC WATER COOLER 1 1 HI-LO F.A.C. 61G15-32 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE SERVICE SINK 1 1 ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. *THE REQUIRED POOL FIXTURES ARE LOCATED IN THE POOL PAVILION SET, UNDER DIFFERENT COVER 0 KEYNOTES 01 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS, GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS 02 KNOX BOX FOR EMERGENCY ACCESS BY FIRE DEPARTMENT TO ALL RESTRICTED ACCESS AREAS FOR THE PROJECT, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION WITH AHJ BUILDING EGRESS AND POOL BARRIER THE DESIGN AND ENGINEERING OF POOL(S), POOL FENCEIGATES, AND POOL DECK ARE NOT IN THE ARCHITECTS SCOPE. ANY SUCH INFORMATION SHOWN WITHIN THESE DOCUMENTS IS SCHEMATIC AND SHOWN FOR LIFE SAFETY REVIEW BY THE AHJ AND FOR COORDINATION WITH THE POOL AREA DESIGNER(S). IF THE POOL DECK / POOL BARRIER ABUTS OR OTHERWISE INTEGRATES WITH THE BUILDING AND ASSOCIATED CIRCULATION, THEN THE FOLLOWING CONSIDERATIONS SHALL BE MADE BY THE OWNER, GENERAL CONTRACTOR, AND POOL AREA DESIGNER: REFER TO THE BUILDING'S LIFE SAFETY AND/OR ELECTRICAL PLAN INDICATING EXIT SIGNS. IF THE FENCING DESIGN ENCLOSES THE'EXI7 INTO THE POOL DECK, THEN THE POOL DECK SERVES AS PART OF THE MEANS OF EGRESS AND THE FOLLOWING CODE REQUIREMENTS SHALL APPLY TO THE POOL DECK: ILLUMINATION LEVEL OF 1 FC MIN. SHALL BE PROVIDED OR AS OTHERWISE REQUIRED BY CODE. EMERGENCY LIGHTING WITH STANDBY POWER SHALL BE PROVIDED PER CODE. DISCERNABLE PATH OF EGRESS TRAVEL SHALL BE PROVIDED PER FITNESS LAWN CODE. - OUTDOOR GATES FROM SWIMMING POOL DECKS SHALL BE H OUTSWINGING AND PROVIDED WITH PANIC HARDWARE PER CODE. THE GATE AND ADJACENT FENCE SHALL BE DESIGNED SUCH THAT THE PANIC HARDWARE IS NOT ABLE TO BE REACHED THROUGH THE FENCE OR GATE PER CODE. PER CODE, WHERE AN ADJACENT DWELLING UNIT, SUCH AS A HOME, APARTMENT, MOTEL ROOM, OR HOTEL ROOM HAS OPERABLE WINDOW OPENING DIRECTLY TO THE POOL ENCLOSURE AND THE SILL IS LESS THAN 48" AFF, THEY SHALL BE RESTRICTED TO LESS THAN 4" CLEAR OPENING TO MAINTAIN THE POOL BARRIER. DIRECT ACCESS FROM SAID DWELLING -- — — UNITS TO THE POOL ENCLOSURE SHALL BE THROUGH SELF -CLOSING, -_ - - -_ SELF -LATCHING LOCKABLE GATES OF 48" MINIMAL HEIGHT FROM THE FLOOR OR GROUND WITH THE LATCH LOCATED A MINIMUM OF 54" FROM THE AMENITY - - BOTTOM OF THE GATE. PER CODE, DOORED ACCESS FROM THE CLUBHOUSE OR COMMERCIAL ® FOCUS SPACE (NOT A DWELLING UNIT, SUCH AS HOME, APARTMENT, MOTEL ROOM THE POOL DECK ® ® OR HOTEL ROOM) MAY BE PERMITTED TO ACCESS PROVIDED THE DOOR MEETS THE SAME SELF -LATCHING, SELF CLOSING REQUIREMENTS AS A GATE. THE GENERAL CONTRACTOR SHALL FITNESS COORDINATE ANY ADDITIONAL REQUIREMENTS FROM THE AHJ, OWNER, AND MANAGEMENT COMPANY. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY — —'- -. DEVIATIONS OF THE SHOWN POOL BARRIER AND BUILDING RELATIONSHIP J — — — — — -- - SCHEMATIC, AND SHALL COORDINATE FOR ADDITIONAL REQUIREMENTS ���� � /OC NOT SHOWN OR OTHERWISE INDICATED. LEASING RECEPTION US 01 �. NIGHT SWIMMING THE SITE LIGHTING DESIGN DOES NOT ACCOMMODATE FOR NIGHT SWIMMING. BREAK L .' JAN / MECH o1 ® DES 0 109'-6" TRAVEL DISTANCE TO EXIT s f== NJalo MECH / ELEC PACKAGE Clubhouse Life Safety Plan I ENTRY � N aFORUME e ARCHITECTURE & a INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V Mclntvre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/1712" Permit Set 0 SHEET REVISIONS: i I PROJECT NO. 4097 Clubhouse - Code Compliance, Life Safety & Assemblies A17.11 1 /8" = 1'-0" a d O N 1 M U BUILDING AREA CALCULATION: TYPE I, No. 3,4 & 5 OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R-2 OCCUPANCY) CONSTRUCTION TYPE: V A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. BUILDING AREA AND HEIGHT LIMITATION ALLOWED PROPOSED BUILDING HEIGHT (FBC-B 504.3) 69-0" 50'-10" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 18,480 SF 15,337 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation. 73,920 SF 60,754 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=0) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [602.6/762 - 0,25] 30/30 W = (Lf x wt + L2 x w2 + L3 x w3....)/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76.3x30 + 22540 + 76.340Y602.6 P =762' If = 0.54 W = 30 ALLOWABLE AREA DETERMINATION ALLOWABLE AREA DETERMINATION CALCULATIONS PER FBC-B 506.2 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS (FBC-B 506.2.3) EQUATION 5-2 Aa = [At + (NS X If)] x Sa ALLOWED AREA FOR SINGLE STORY: Aa = [12,000 sf + (12,000 X 0.54)] x 1=18,480 SF ALLOWED AREA OF THE TOTAL BUILDING: A8 = [12,000 sf + (12,000 X 0.54)] x 4=73,920 SF BUILDING AREA CALCULATION: TYPE II, No. 1 & 2 OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R-2 OCCUPANCY) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. BUILDING AREA AND HEIGHT LIMITATION ALLOWED PROPOSED BUILDING HEIGHT (FBC-B 504.3) 60'-0" 51'-0" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 19,080 SF 14,293 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation. 76,320 SF 56,578 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=0) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [577.2/688 - 0.25] 30/30 W = (Lf x wt + L2 x w2 + L3 x w3....)/F F = 577.2 If = [0.84-0.25] 1 W = (212.3x30 + 76.340 + 212.3x30 + 76.340u577.2 P =688' If = 0.59 W = 30 ALLOWABLE AREA DETERMINATION ALLOWABLE AREA DETERMINATION CALCULATIONS PER FBC-B 506.2 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS (FBC-B 506.2.3) EQUATION 5-2 Aa = [At + (NS X If)] x Sa ALLOWED AREA FOR SINGLE STORY: As = [12,000 sf + (12,000 X 0.59)] x 1=19,080 SF ALLOWED AREA OF THE TOTAL BUILDING: Aa = [12,000 sf + (12,000 X 0.59)] x 4 = 76,320 SF BUILDING AREA CALCULATION: CLUB HOUSE OCCUPANCY TYPE: SINGLE OCCUPANCY (GROUP A-3) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NOWSPRINKLERED BUILDING AREA AND HEIGHT LIMITATION HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3) ALLOWED PROPOSED GROUP A-3: 50'-0" 22'-0" MAX NUMBER OF STORIES (FBC-B 504.4) GROUP A-3: 2 1 MAX BUILDING AREA (FBC-B 506.2.1) Per Calculation. 14,375 SF 9,087 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [283.9/564 - 0.25] 30/30 W = N x wt + L2 x w2 + L3 x w3....}/F F = 283.9 If = [0.50-0.25] 1 W = (69.3x30 + 131.3x30 + 83.3x30u283.9 P =564' If = 0.25 W = 30 ALLOWABLE AREA DETERMINATION SINGLE -OCCUPANCY, SINGLE STORY BUILDINGS (FBC-B 506.2.1) EQUATION 5-1 Aa = [At + (NS X If)] MAXIMUM BLDG AREA ALLOWED: Aa = [11,500 sf + (11,500 sf X 0.25)]=14,375 SF Vicinity Ma 0 M Q C� co i NTS SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B THIS SHEET IS FOR REFERENCE AND IS INTENDED ONLY TO CONVEY GENERAL BUILDING DATA AND APPROXIMATE LAYOUT, REFER TO CIVIL DRAWINGS FOR ALL PROPERTY BOUNDARY / EASEMENT / SETBACK INFORMATION, SIDEWALK LOCATIONS, PARKING COUNTS, ACCESSIBLE PARKING AND SITE ACCESSIBLE ROUTE, RETAINING WALLS, GRADING, UTILITY CONNECTIONS, BUILDING LOCATIONS, FINISHED FLOOR ELEVATION FOR EACH BUILDING, AND OTHER ITEMS OUTSIDE THE BUILDING FOOTPRINT C CONTRACTOR SHALL VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION, MAINTAIN THE FOLLOWING:18" MIN FROM BLANK WALL, 36" MIN FROM FACE OF ELECTRICAL PANEL, AND 36" MIN FROM WINDOW / BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING 0 LEGEND BUILDING LETTER X NO. OF UNITS Y Z BUILDING TYPE, UNO* SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE 2 M FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre Aonn4-7n4 Q SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set I I 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Architectural Site Plan Architectural Site Plan 60' 30' 0 60' 120' 1 If = 60'-0" A2.01 r GENERAL DRAWING NOTES: • DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED, TYPICALLY. IN THE CASE OF DIMENSIONAL CONFLICT, ARCHITECTURAL DIMENSIONS GOVERN OVER STRUCTURAL DIMENSIONS, TYPICALLY. • CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS w/ THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, & CIVIL DOCUMENTS. SC&D SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY OR OMISSION. • THE STRUCTURE IS STABLE ONLY IN IT'S COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, & INSTALLED BY THE CONTRACTOR, TYPICALLY. • STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED WITHOUT WRITTEN CONSENT FROM STRUCTURAL CONCEPTS & DESIGN, LLC ANY REPRODUCTION OF THESE CONTRACT DOCUMENTS WITHOUT WRITTEN CONSENT OF STRUCTURAL CONCEPTS & DESIGN, LLC. WILL BE REJECTED & NOT REVIEWED. • SHOP DRAWING REVIEW SHALL REQUIRE TWO (2) WEEKS FOR COMPLETION FROM TIME OF DELIVERY TO STRUCTURAL CONCEPTS & DESIGN, LLC. SHOP DRAWINGS SHALL BE CHECKED & "APPROVED" BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. • CONTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE THREE (3) BLACKLINE COPIES FOR MARK-UP. ADDITIONAL COPIES WILL BE RETURNED WITHOUT MARKS OR APPROVAL STAMP. SUBMITTALS: THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST & SCHEDULE OF ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED, REVISED, & KEPT CURRENT AS THE JOB PROGRESSES. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW & APPROVAL THE FOLLOWING ITEMS: • CONCRETE MIX DESIGNS • CONSTRUCTION JOINT LOCATIONS IN CONCRETE SLAB -ON -GRADE • POST -TENSION FOUNDATIONS* • MISCELLANEOUS STEEL • REINFORCING STEEL: FOUNDATIONS, MASONRY, & CONCRETE • STEEL/ALUMINUM HANDRAILS* • ALUMINUM SCREEN ENCLOSURES* • ENGINEERED WOOD ROOF TRUSS SYSTEMS* * SHOP DRAWING SUBMITTALS NOTED WITH AN "*" ARE REQUIRED TO BE SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE GENERAL CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS PREPARED AND SIGNED & SEALED BY A PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED TO THE STRUCTURAL ENGINEER FOR REVIEW & APPROVAL FOR THE FOLLOWING ITEMS: • POST -TENSION FOUNDATIONS* • STEEL/ALUMINUM HANDRAILS* • ALUMINUM SCREEN ENCLOSURES* • ENGINEERED WOOD ROOF TRUSS SYSTEMS* DELEGATED ENGINEERING CALCULATION REQUIREMENTS. • ALL SUBMITTED CALCULATIONS SHALL BE PRESENTED IN A LEGIBLE MANNER & FOLLOW AN ORDERLY, LOGICAL SEQUENCE. • ALL REFERENCES & SOURCES OF INFORMATION SHALL BE LISTED WITHIN THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. • BASIC LOADS & DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, DEFLECTIONS, CAMBERS, ETC. SHALL BE INCLUDED IN THE CALCULATIONS. INCLUDE ALL UNBALANCED LOADING FORCES AS REQUIRED. LOAD REQUIREMENTS w/ APPROPRIATE FACTORS SHALL BE AS REQUIRED BY THE LATEST EDITION OF THE REFERENCED BUILDING CODE. • DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. • ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED w/ EXPLANATIONS OF INPUT/OUTPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.) & A BRIEF EXPLANATION OF GENERAL THEORY, METHOD & DESIGN ASSUMPTIONS USED SHALL BE INCLUDED. • ALL CALCULATIONS SHALL BE SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. DELEGATED ENGINEERING SUBMITTALS THAT DO NOT INCLUDE COMPLETE SIGNED & SEALED CALCULATIONS IN COMPLIANCE w/ REQUIREMENTS NOTED ABOVE WILL BE REJECTED WITHOUT REVIEW. • DELEGATED ENGINEERING CALCULATION SUBMITTALS THAT DO NOT MEET THESE REQUIREMENTS WILL BE REJECTED WITHOUT REVIEW. DUE TO MULTIPLE ISSUES w/ DELEGATED ENGINEERS NOT PROVIDING THE REQUIRED SUBMITTAL DOCUMENTS AND/OR CALCULATIONS ON RECENT PROJECTS, THE CONTRACTOR MUST PROVIDE THE NAME OF EACH PROPOSED DELEGATED ENGINEER (FOR EACH DELEGATED ENGINEERING SCOPE OF WORK) TO SC&D FOR REVIEW & APPROVAL PRIOR TO THE CONTRACTOR SUBMITTING ANY DELEGATED ENGINEERING DOCUMENTS TO THE DESIGN TEAM. ANY DELEGATED ENGINEERING SUBMITTALS FROM NON -APPROVED DELEGATED ENGINEERS WILL BE REJECTED WITHOUT REVIEW. • NOTE THAT ALL DELEGATED ENGINEERING SUBMITTALS MUST BE REVIEWED &APPROVED BY THE ARCHITECT & ENGINEER OR RECORD PRIOR TO SUBMISSION TO THE BUILDING DIVISION, TYPICALLY. 00200 BUILDING CODES: • FLORIDA BUILDING CODE 7th EDITION (2020) • ASCE/SEI 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES 00500 STRUCTURAL DESIGN CRITERIA: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH METHOD 1 - ALLOWABLE STRESS DESIGN AS REQUIRED BY SECTION 2802.1 OF THE FLORIDA BUILDING CODE. REQUIREMENTS FOR TYPICAL STRUCTURAL LOADS ARE GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. GRAVITY LOADING IS TO BE UNIFORM (U.N.O.) LIVE LOADING PER FLORIDA BUILDING CODE • STAIRS & EXIT WAYS: 100 PSF cN.1 • MECHANICAL ROOMS: 125 PSF • SLAB -ON -GRADE AREAS: 150 PSF • ROOFS (SLOPED): 20 PSF (REDUCIBLE) WIND LOADING PER FLORIDA BUILDING CODE • ULTIMATE DESIGN WIND SPEED: VuLT = 139 MPH (3 SECOND GUST) • NOMINAL DESIGN WIND SPEED: VASD = 108 MPH (3 SECOND GUST) • RISK CATEGORY = 'T" • EXPOSURE CATEGORY = "C" • INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 (ENCLOSED) `t • COMPONENT & CLADDING WIND PRESSURES SHOWN ON SHEET "S17.35" * THIS PROJECT IS NOT LOCATED WITHIN A WIND BORNE DEBRIS REGION. EARTHQUAKE DESIGN DATA PER FLORIDA BUILDING CODE & ASCE/SEI 7 • SEISMIC IMPORTANCE FACTOR: (1) = 1.0 • SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.058g Si = 0.032g • SITE CLASS = "D" • SPECTRAL RESPONSE COEFFICIENTS: SIDS = 0.062g SDI = 0.051g • SEISMIC DESIGN CATEGORY = "A" • BASIC SEISMIC FORCE RESISTING SYSTEM: REINFORCED MASONRY SHEAR WALLS • DESIGN BASE SHEAR = 3.5 KIPS (MAX.) FOR EACH AMENITY BUILDING • RESPONSE MODIFICATION FACTOR (R) = 2 • ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE ESTIMATED DEFLECTIONS (IN INCHES) ARE AS FOLLOWS: LIVE LOAD TOTAL LOAD ROOF MEMBERS: L1360 or V L1240 FLOOR MEMBERS: L1360 L1240 WHERE "L" = SPAN LENGTH (IN.) BETWEEN CENTERLINES OF SUPPORTS. General Structural Notes 01100 SCOPE OF SERVICE: STRUCTURAL CONCEPTS & DESIGN, LLC AS THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. 01400 SCOPE OF SERVICE - THRESHOLD INSPECTOR: THE THRESHOLD SPECIALTY INSPECTOR IS RESPONSIBLE FOR THE INSPECTION AND APPROVAL OF THE STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS AND AS INDICATED IN THE THRESHOLD INSPECTION PLAN. THE THRESHOLD SPECIALTY INSPECTOR IS TO BE CONTRACTED BY THE OWNER AND MUST BE A REGISTERED SPECIAL INSPECTOR IN THE STATE OF FLORIDA, IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 02000 FOUNDATIONS: GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY VERONICA DE FREITAS, P.E. & JAMES STEPHENSON, P.E. (FL #86378) OF UNIVERSAL ENGINEERING SCIENCES, INC., 9802 PALM RIVER RD., TAMPA, FL 33619, PHONE: (813) 704-8506, UES PROJECT No. 0830.2100171, UES REPORT No. 1927445 DATED JANUARY 17, 2022. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: • SHALLOW STRIP & SPREAD FOOTINGS w/ MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE = 2,500 PSF THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE. 02200 EARTHWORK: CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. 02210 STRUCTURAL FILL: FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE OF 2,500 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 12" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION. 02260 PROOF -ROLLING: ISOLATED SPREAD COLUMN FOOTINGS SHALL NOT BE LESS THAN T-0" WIDE IN EITHER DIRECTION & SHOULD BE BASED 1'-6" MIN. BELOW THE FINISHED FLOOR OR FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE. CONTINUOUS STRIP WALL FOOTINGS SHALL NOT BE LESS THAN 2I -0I. WIDE & SHOULD BE BASED 1'-6" MIN. BELOW THE FINISHED FLOOR OR FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE. MONOLITHIC GRADE BEAMS & THICKENED SLAB SECTIONS SHALL NOT BE LESS THAN 12" WIDE w/ A 450 CHAMFER TO THE SLAB & SHOULD BE BASED 1'-0" MIN. BELOW THE FINISHED FLOOR ELEVATION & 1'-0" MIN. BELOW THE FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE ON SOIL IMPROVED BY PROOF -ROLLING NOT LESS THAN THREE COVERAGES. FOR FOOTING WIDTHS OR EMBEDMENTS LESS THAN THOSE SPECIFIED, THE ALLOWABLE BEARING PRESSURES ARE REDUCED PROPORTIONALLY. PERFORM ALL PROOF -ROLLING OPERATIONS IN ACCORD WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER IN THE PRESENCE OF THE OWNER'S AUTHORIZED AGENCY. 03100 FORMWORK: CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 03200 CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORD WITH THE CURRENT EDITIONS OF ACI 318, ACI 318R, ACI 315, ACI 318, CRSI "MANUAL OF STANDARD PRACTICE", CRSI "PLACING REINFORCING BARS", WIRE REINFORCEMENT INSTITUTE "MANUAL OF STANDARD PRACTICE -STRUCTURAL WELDED WIRE REINFORCEMENT". BARS SHALL CONFORM TO ASTM SPECIFICATION A615(Sl), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONCRETE COVER REQUIRED AS FOLLOWS: A. CAST AGAINST AND EXPOSED TO EARTH: 3" B. FORMED, EXPOSED TO EARTH OR WEATHER: 2" (#6 & LARGER) IY" (#5 & SMALLER) C. SLABS AND WALLS: NO EARTH OR WEATHER EXPOSURE 3/4' (#11 & SMALLER) 3 HOUR FIRE RATING AND LESS 3/4" LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: 1. ALL LAP SPLICES SHALL BE TENSION CLASS "B" UNLESS OTHER LAP CONDITIONS ARE SPECIFICALLY SHOWN ON THE DRAWINGS. 2. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAWINGS. 3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENT CONDITIONS ARE SATISFIED IN ACCORD WITH ACI 318. 03300 CAST -IN -PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH THE CURRENT EDITION OF ACI 301. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS Pc = 4,000 PSI UNLESS NOTED OTHERWISE. • BEAMS & COLUMNS: F'c = 4,000 PSI • FOUNDATIONS: F'c = 3,000 PSI • SLABS ON GRADE: F'c = 3,000 PSI • LIGHTWEIGHT TOPPING: F'c = 2,200 PSI (MIN.) ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 03310 CONCRETE TESTING: OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST REPORTS ON CAST IN PLACE CONCRETE: • ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) • ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT THE FOLLOWING AGES: 1 CYLINDER AT 3 DAYS, 1 CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS -or- HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. 65 POST -TENSIONED CONCRETE FOR FOUNDATIONS: CONCRETE STRENGTHS AT TRANSFER OF PRESTRESS FORCE TO CONCRETE SHALL BE AT 2,000 PSI (MIN.). THE TENDONS SHALL BE TENSIONED AS SOON AS POSSIBLE AFTER THIS STRENGTH IS REACHED, BUT THE TENDON MUST BE TENSIONED NO LATER THAT 7 DAYS AFTER CONCRETE PLACEMENT. ALL REQUIREMENTS AND RECOMMENDATIONS IN ACI-318-02 AND ACI-ASCE COMMITTEE 423, SHALL APPLY TO THIS WORK. ALL FORCES ARE SHOWN IN KIPS (1,000 LBS). C.G.S. - INDICATES CENTER GRAVITY OF TENDONS. C.G.C. - INDICATES CENTER GRAVITY OF CONCRETE. THE CONSTRUCTION JOINT LOCATION SHALL BE LOCATED FROM THE CENTER LINE OF SUPPORT WHERE THE CGS OF THE TENDONS INTERSECT THE C.G.C. OF THE CONCRETE. THOROUGHLY VIBRATE THE CONCRETE BEHIND ALL TENDON ANCHOR PLATES. PROVIDE BACK-UP REBARS BEHIND ALL ANCHOR PLATES AT CONCRETE EDGES AS DETAILED. SPACING OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE COMMITTEE 423. PROVIDE CONCRETE COVER ON REBARS AND TENDONS UNLESS DETAILED OTHERWISE. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO DEFINE THE TENDON PROFILE AND TENDONS SHALL BE FIRMLY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS AND PLACING OF CONCRETE. THE PLACEMENT TOLERANCE OF TENDONS SHALL BE IN ACCORDANCE WITH ACI-ASCE 423. FASTENERS IN CONCRETE SLABS, REQUIRED FOR OTHER TRADES SHALL BE CAST -IN -PLACE WHERE EVER FEASIBLE. DRILLED -IN FASTENERS MAY BE USED ONLY WHERE TENDONS ARE LOCATED MAGNETICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWDER -DRIVEN FASTENERS WITH PENETRATION OFY" LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. PROFILES AND FORCES BASED ON %2" DIAMETER STRANDS Q WIRE). EFFECTIVE STRESS IN PRESTRESSING STEEL AFTER LOSSES IS ASSUMED TO BE 171 KSI WHICH SHALL BE VERIFIED OR MODIFIED BY CALCULATIONS IN ACCORD WITH ACI-ASCE 423 RECOMMENDATION. YIELD STRENGTH OF PRESTRESSING STEEL = 270 KSI. POST -TENSIONED FORCES SPECIFIED IN THE CONTRACT DRAWINGS ARE REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SUBMITTED WITH THE POST -TENSIONING MATERIAL SHOP DRAWINGS SHALL INDICATE THE VALUES FOR ALL LOSSES APPROPRIATE TO THIS PROJECT FOR THE MATERIAL PROPOSED. CERTIFIED TEST DATA SUBSTANTIATING LOSS ASSUMPTIONS SHALL ALSO BE SUBMITTED. NOTE THAT SUBMITTALS INDICATING EFFECTIVE FORCES DIFFERENT FROM THOSE SHOWN ON THE CONTRACT DRAWINGS (SUPPLIER REDESIGN) WILL BE RETURNED, NOT REVIEWED, AS NOT RESPONSIVE TO CONTRACT REQUIREMENTS. ALL STRUCTURAL SUBMITTALS (CALCULATIONS & SHOP DRAWINGS) BY THE POST -TENSIONED SUBCONTRACTOR SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER. GROUTING IS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF OPERATING MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING 8" IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE "ORDINARY GROUTING". METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS NOT EXPOSED TO VIEW IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY WHERE SPECIFICALLY NOTED AS "CEMENT GROUT" ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRD-C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE METHOD, CRD-C611-80). REQUIRED 28 DAY STRENGTHS SHALL BE AS FOLLOWS: • CEMENT GROUT: 1,800 PSI • NON -SHRINK GROUT: 5,000 PSI • PRECISION GROUT: 6,500 PSI 04220 CONCRETE UNIT MASONRY: ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION", ACI 530-08 & ACI 530.1-08 AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WITH #9 GAUGE LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1,800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED @ 16" O.C. (TOP AND TWO VERTICAL SIDES). 04230 REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3,000 PSI CONCRETE WITH #8 COARSE AGGREGATE. USE HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 5'-0". WHERE HEIGHT OF OPEN CELL EXCEEDS 5-0", USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS. ALL WALLS TO BE REINFORCED WITH #5 BARS SPACED AT 48" O.C. MAX. VERTICAL, TYP. (U.N.O.) 05055 WELDING: ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) Dl.l - 2001 "STRUCTURAL WELDING CODE - STEEL" AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES SHALL BE E7 XX, UNLESS NOTED OTHERWISE. WELDIN G ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO BE IN ACCORDANCE WITH THE A.W.S. SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID FOR BY THE OWNER. 05521 ENGINEERED STEEVALUMINUM HANDRAILS: STEEL OR ALUMINUM RAILING SYSTEM INCLUDING MEMBERS, COMPONENTS, & CONNECTIONS SHALL BE DESIGNED BY A DELEGATED SPECIALTY ENGINEER & DETAILED BY THE SUPPLIER. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. THE RAILING SYSTEM & ALL CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODES. ALL LOADS SHALL BE CLEARLY INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO & LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM. 06110 STRUCTURAL WOOD FRAMING: ALL DIMENSIONED LUMBER 2" & LESS IN NOMINAL THICKNESS SHALL BE SURFACED DRY & STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE & MANUFACTURED IN ACCORD WITH PS 20-70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. MINIMUM SPECIES AND GRADES FOR VISUALLY GRADED DIMENSION LUMBER SHALL BE AS FOLLOWS: • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 2" to 4" WIDE - REVISED VALUES AS OF JUNE 1, 2013): Fb = 1,100 PSI, Ft = 675 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,450 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 5" to 6" WIDE - REVISED VALUES AS OF JUNE], 2013): Fb = 1,000 PSI, Ft = 600 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,400 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 8" WIDE -REVISED VALUES AS OF JUNE 1, 2013): Fb = 925 PSI, Ft = 550 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,350 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 10" WIDE -REVISED VALUES AS OF JUNE], 2013): Fb = 800 PSI, Ft = 475 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,300 PSI, E = 1,400,000 PSI • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 12" WIDE -REVISED VALUES AS OF JUNE 1, 2013): Fb = 750 PSI, Ft = 450 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,250 PSI, E = 1,400,000 PSI • SPRUCE -PINE -FIR KD No. 2 GRADE (SPECIFIC GRAVITY = 0.42): Fb = 1,250 PSI, Ft = 725 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,600 PSI, E = 1,600,000 PSI • DOUGLAS FIR -LARCH KD No. 2 GRADE: Fb = 1,250 PSI, Ft = 725 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,600 PSI, E = 1,600,000 PSI ALL STUDS & HEADER SHOULDERS SHALL BE ONE PIECE BETWEEN PLATES AND/OR HEADERS. DO NOT USE BLOCKING BETWEEN HEADERS AND SHOULDER WITH SOFTER COMPRESSION PERPENDICULAR (Fcp) THAN REQUIRED FOR HEADER. DO NOT CUT LET -IN BRACING INTO STUDS. PROVIDE G90 GALVANIZED HURRICANE CLIPS IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES & AT ALL FLOORS, TYPICALLY. {Vi W Q J CDlu +� m ARCHITECTURE & 06115 STRUCTURAL SHEATHING: N '0 z INTERIOR DESIGN, INC. PLYWOOD SHALL CONFORM TO PSI-83 & SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED SHEATHING EXTERIOR EXPOSURE", Y2" or 5/" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR FL i PLANK' I ARCH ECnM I NT87JORDESJ TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED SHEATHING EXPOSURE 111, 2332" (MIN.) N LU THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING EXTERIOR ,C ° EXPOSURE",1%2" THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF 4-1 PLYWOOD WALL SHEATHING. PROVIDE P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE, TYP. TREAT ALL .0 W 237 S. Westmonte Drive, Suite 220 FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S= ? Altamonte Springs, FL 32714 BUREAU LP-2 OR PROVIDE %4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND 407.830.1400 UNTREATED WOOD MEMBER. u www.forumarchitecture.com ORIENTED STRAND BOARD (O.S.B.) SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED C w r SHEATHING EXTERIOR EXPOSURE", Y" or V8" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR it TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED STURD-I-FLOOR SHEATHING EXPOSURE 1", s. Q 2Y32" (MIN.) THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING U f o EXTERIOR EXPOSURE", 346' THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR U U_ INSTALLATION OF O.S.B. SHEATHING. TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ro o ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP-2 OR PROVIDE %4" THICK 60 DUROMETER BEARING PAD C z Zephyr BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. � 0 • EXTERIOR WALL SHEATHING: C 0 z Commons 3/16 PLYWOOD or O.S.B. SHEATHING FASTENED w/ 8d RING SHANK NAILS @ 6 O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) PROVIDE %2" P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE. �, 3 • ROOF SHEATHING: ro N PLYWOOD or O.S.B. SHEATHING w/ H-CLIPS AS REQ'D. FASTENED w/ 8d RING SHANK or 10d COMMON ; X NAILS @ 6" O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) UU w w 06190 ENGINEERED WOOD TRUSSES: ++ L_ THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE > 3 STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED TO TPI-78 "DESIGN SPECIFICATION FOR z METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES", CSP-78 "RECOMMENDED CODE OF D STANDARD PRACTICE," HET-80 "HANDLING AND ERECTING WOOD TRUSSES", BWT-76 "BRACING WOOD TRUSSES", N o QCM-77 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. C W THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING � City of Zephyrhills, FL FOR ERECTION, ANCHORAGE, AND EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF L ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT � o HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL Q1 0 SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENTr-�+ DRAWINGS, CONNECTOR CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS - ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUSSES FOR LOADS SHOWN ro S DESIGN ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF N BUILDING MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE LOADS WHERE REQUIRED TO o PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. 0 vi 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TRUSS TOP CHORDS SHALL BE GROUP 11 SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT U Z TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION IS AT THE DISCRETION OF THE SUPPLIER. g4 ° W a o I o I a a o 00 COORDINATE ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB COf o CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. 'a o � " :- PROVIDE SIMPSON 'TSS" PLATE, TAR IMPREGNATED FELT PAPER, OR OTHER SUITABLE VAPOR BARRIER BETWEEN ,5 AN CONCRETE O MASONRY BEARING SURFACES. PROVIDE 90 GALVANIZED HURRICANE ANCHORS DTRUSSES 0 DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. 'n & E w o� 06200 GLUE LAMINATED WOOD PRODUCTS: � Z a ° � m '� 490 o �, TAT 0 THIS IS A SYSTEM OF CUSTOM ENGINEERED WOOD COMPONENTS MANUFACTURED BY BOISE CASCADE, LLC WITH c��\�" �\��� THE FOLLOWING CERTIFIED MINIMUM PROPERTIES: • VERSA -LAM 1.7 2650 SP BEAMS N Robert C. Scroggins, P.E. E = 1,700,000 PSI, Fb = 2,650 PSI, Fv = 285 PSI, Ft = 1,650 PSI, = FL Registration No. 56158 Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI U 0 This document has been electronically signed and sealed by Robert C, Scrogg ns, PE on the Date a and/or Time Stamp shown using a dotal signature. printed copies of this document are not a w 0 considered signed and sealed and the signature must be verified on any electronic copies. • VERSA -LAM 1.7 2650 SP COLUMNS & STUDS E = 1,700,000 PSI, Fb = 2,650 PSI, Fv = 285 PSI, Ft = 1,650 PSI, C' Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI N o SET DISTRIBUTIONS: 12 OWNER REVIEW SET SEE PLAN FOR BEAM SIZES. ALL WOOD BEAMS WITH THE PREFIX PL ARE TO BE CONSTRUCTED AS PARALLAM 44 BEAMS, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) /� 02/1I7/2021 2022 PERMIT SET i }r U w a w 0 0 aLL E' J Z 0 a 0 uw 0 v w 0 ° a� to z L 2 *' W L ° 0 z� SHEET REVISIONS: to C z 0 to ++ ro T, U U w 'u 0 U c - - - a tA D 0 '0 LL - - C 0 ro > r tA ui a tA ro 0 a a w C . a - � 0 W 1 00 0 U v u w I 3 �1 0 o EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 W N C w C " W z W General Structural 0 o Notes it v .0 I- - 4-1 ra 4. 0 W x F- 4j M U w v v S17-31 4-j::) x 0 ° IL O N 0 N 0 H 44 44 ro v1 Y2" EXP. ISOLATION JOINT '0 SEE DETAIL - THIS SHEET PLASTIC CONTROL 6'-0" MAX JT. FORMER 2'-0" TYP.T 2'-0" MIN. ,L 0 = I-. WIDTH WIDTH WIDTH LL '^ o X TONGUE & GROOVE PLASTIC CONTROL Z � o Q SPLICE SPLICE SPLICE � O H N JT. FORMER METAL FORM A DO ) O Q oJc NO WW v 74 THRU JOINT Y4' MIN. / \ ZO �w Z_ RECTANGULAR �` \ < 3 v CY a ° a ° F- OR ROUND v p PNG \ U LU a a a a ° I- v / C 0 LU CONSTRUCTION JOINTS - - - -- -1 1-1 -1 - -1 =1 =1 =1 =1 i. -1 I-1 U=1 111-ME111-111=111=I 1 -I 11 SEE DETAIL -THIS SHEET " -1 �- =1 I- "' = 1141'- I -III-III=III-"' =1 =11 0 U 6 MIL VAPOR BARRIER - ?�- PLACE \ OF U CUT BARS ON ro LU ,, EA. SIDE OF w w w w w OPENING :5 :5g :5 g g REINFORCING - SEE 41 PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR 0 METHODOF CASTING20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE LANES PLAN 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT +j NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. ro 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 6.11 3 244 AT rL OF SLAB ro 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT 4. OF COLUMNS AND U SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. O CONTROL JOINT DETAIL BO CONSTRUCTION JOINT DETAIL d° 0 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR d = -=- - - v CONTROL JOINTS AS SHOWN. "--"'-"' SLAB ON GRADE C 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION to'00'1 Concrete Slab -On -Grade 2 Slab -On -Grade Joint Detail 3 Footing Intersection Reinforcing q. Opening In Slab -On -Grade �SC17.32 SCALE: %4' = 1'-0" V17.32 SCALE- 3/44 = 1'-0" C � � � 2 2 SCALE: Y4" = 1'-0" \�132 SCALE: Y4" = 1'-0" E.J ✓ v Iv v ro H Q a_ U w °- .� 0 C�d< s PIPE THRU = Z 9 10'-0" MIN. W WALLFOOTING Z ~O U_ GROUND LINE WOad 7 0. cc O O _ BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES C PER SPECS a WHEN REQUIRED OR AS REQUIRED ON PLAN. C D o ° FOOTING FINISH GRADE C o FOOTING 1-6 TRENCH' ,- _ ,c � MIN. � 1 -I 1-III' ' MATCH SCHED'D TRANSVERSE G B.O.F. ELEV. 4 BAR SIZE & SPACING _ v -I 1 EXISTING UTILITY, SEE ° �w. -III= 10 CONTINUE BOT. t - CIVIL DRAWINGS FOR ro 0 O ° . REINF. OF SCHED. U Z - =III= BOTTOM OF TRENCH 2 \ SIZE &LOCATION. ° ° ° �" w -I D - EXCAVATION SHALL NOT FOUNDATION SIZE G W ° �+ _1 ! 1= 1 & SPACING Q. = = EXTEND BELOW THIS LINE ° ° ° = =i 1 i_ v D OF ° ° Z 5 -C SLEEVE COMPACTED FILL 90% DENSITY <000NTRACTOR TO LOCATE ° w O = .0 SLEEVES 2" LARGER EQUAL \ ° . ° ° o O U. THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION ° U_ w NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON O 4 N PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2 0" LAP > MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE Q, TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE C USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ C EXTEND BOT. BARS O TO 3" OF END ++ Typical Excavation Typical Stepped 0 5 Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail0. H S SCALE: N.T.S. SCALE: N.T.S. S SCALE: Y4" = F-0" �E.32 SCALE: Y4" = F-0" 2 .7L 0 to 0 Reinforced Concrete Footing Schedule MARK SIZE DEPTH REINFORCING REMARKS GRAVITY LOADING (2,500 PSF Allowable Bearing) BOTTOM TOP TRANSVERSE MF-2.5 2'-6" X 2'-6" F-8" (3) #5 EACH WAY ----- -'--' MONOLITHIC FOOTING PDL+LL <_ 15.50 Kips MF-3.0 3'-0" X 3'-0" 1'-8" (4) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 22.50 Kips MF-4.0 4'-0" X 4'-0" F-8" (5) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 40.00 Kips MF-5.0 5'-0" X 5'-0" F-4" (MIN.) (6) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 62.50 Kips TE-0.7 8" CONT. 1'-0" (1) #4 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 1.00 KLF TE-1.0 1'-0" CONT. (MIN.) 1'-8" (MIN.) (2) #4 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL < 2.50 KLF TE-1.3 1'-4" CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 3.25 KLF TE-1.5 1'-6" CONT. (MIN.) 1'-B" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL <_ 3.75 KLF TE-2.0 2'-0" CONT. (MIN.) 1'-8" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 5.00 KLF TS-1.5 1'-6" CONT. (MIN.) 1'-0" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED SLAB WDL+LL <_ 3.75 KLF TS-2.0 2'-0" CONT. (MIN.) 1'-0" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 5.00 KLF TS-2.5 2'-6" CONT. (MIN.) F-0" (MIN.) (4) #4 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 6.25 KLF ro U CURB WIDTH AS REQUIRED ;�- #4 CONT. @ TOP OF CURB w/ 6" MIN. 8, CORNER BARS AS REQ'D., TYP. Q." MAX. ci%A 1 #4 CONT. IN I' d X CONCRETE SLAB b SLAB, TYP. a 00 < PER PLAN, TYP. ro v H ° C _ro d =1 ! #4 DOWELS w/ STD. HOOK n' CURB BOTTOM @ 24" O.C., TYP. .vc N 144 CONT. AROUND PERIMETER. N LAP 1'-6" AT CORNERS, TYP. (U.N.O.) 00 SEE ARCH. 1" CLR. CONCRETE SLAB 3 PER PLAN, TYP. 0 -� - C d d 1A i. STD. 900 HOOK, TY6x6-W1.4xW1.4 W.W.Fv . #4 DOWELS AT 01 1 #4 CONT. IN SLAB, TYP. 16" C NOTES: ISLAND 1. SEE ARCH FOR SIZE AND W NOTES: LOCATION OF CURBS, TYP. . SEE CURB DET. FOR #4 HORIZ. CC 1. IF THE CONTRACTOR CHOOSES TO USE THE POST -TENSIONED SLAB V.E. OPTION, THE DELEGATED POST -TENSION SPECIALTY ENGINEER MUST SUBMIT COMPLETE SIGNED & SEALED CALCULATIONS FOR ALL FOOTING/SLAB DESIGNS AS 2. PROVIDE INSERTS AS REQ'D BY BAR REQUIREMENTS WELL AS SIGNED & SEALED SHOP DRAWINGS TO THE ARCHITECT & ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. CALCULATIONS MUST ADDRESS BOTH GRAVITY LOADS & WIND LOADS APPLIED TO THE ARCH & MECH. DRAWINGS, TYP. . SLAB REINF. NOT SHOWN FOR ,v BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY (� 2. THE SIZE & REINFORCING FOR ISOLATED SPREAD FOOTINGS NOTED ON THE FOUNDATION PLANS MUST BE MAINTAINED & MAY NOT BE REDUCED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM SC&D. 3. ALL FOUNDATION DESIGNS MUST COMPLY w/ ALL APPLICABLE CODES AS WELL AS THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL ENGINEERING REPORT NOTED ON SHEET S3.01, TYP. ANY DEVIATIONS FROM THESE RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & . Concrete Footing Schedule 10 Island @ Slab -On -Grade 9 e 517.32 SCALE: N.T.S. 5Z17.32 SCALE: %4' = 1'-0" � 0 3 Q J m Uj W m 0 X o_ I W Q z Q U Z v z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. R AVdW I AROMMI TILM I M'ERIM M 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL IKTU� L COWEPTS DES 14 N I + 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ����v000000000a� �l TAT OF gG4�00�4d Rob C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verifled on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S 17.32 N N 0 N 0 F- H ro ro L NOTES: COORDINATE EDGE OF SIDEWALK 0 DETAILS w/ SITE/CIVIL DWGS., TYP. LL C 8" CMU SET IN RUNNING VERT. REINF. IN SOLID 8" CMU SET IN RUNNING VERT. REINF. IN SOLID 8" CMU SET IN RUNNING VERT. REINF. IN SOLID BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE � REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. v DOWELS TO MATCH VERT. REINF. DOWELS TO MATCH VERT. REINF. DOWELS TO MATCH VERT. REINF. U w/ STD. HK. LAP 48 BAR O's CONCRETE SLAB &REINF. w/ STD. HK. LAP 48 BAR O's w/ STD. HK. LAP 48 BAR O's C PER PLAN, TYP. ro CONCRETE SLAB &REINF. ^ X PER PLAN, SLAB PAVERS PER ARCH. "'N Q O FIN. GRADE DWGS. @ "SIM", TYP. CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. 4 U PER PLAN, TYP. PER PLAN, TYP. PAVERS PER ARCH. U % H I z 100 DWGS. @ "SIM", TYP. —III—III—III=1 z z ° FINISHED GRADE _ z ° ° a o ° _ _ W t =III -III= I I I —I' W III =III=III= 1, ; ° a —1 O N III=III 1 _ i— ( o _=I �I=1 1 VAPOR BARRIER -III=� =III a — 1�- Z =1=1-1-1=1 z — I —III —III. M I- I —I ! I I E! 1;- o N 0 0 -III l- it VAPOR BARRIER �' 3' C R 3' C R VAPOR BARRIER V 1-: = I_ C?REINF. STL. PER PLAN REINF. STL. PER PLAN m aC ,� WIDTH 3' C R VAPOR BARRIER ro v a & SCHEDULE, TYP. & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN ro cn U 3' C R. 3' C & SCHEDULE, TYP. 0 WIDTH ++ Typical Exterior Footing @ CMU 2 Typical Thickened Edge 3 Interior Wall Footing @ CMU 4 Typical Slab Depression \S17.33 SCALE: 3/4" = 1'-0" ZS1 7. 3 3 SCALE: Y4" = P-0" ZS1 7. 3 3 SCALE: 3/4"= P-0" �Sl 7. 3 3 SCALE: %4' = 1 "0" E v v ro V1 NOTES: COORDINATE EDGE OF SIDEWALK NOTES: COORDINATE EDGE OF SIDEWALK 0 u DETAILS w/ SITE/CIVIL DWGS., TYP. DETAILS w/ SITE/CIVIL DWGS., TYP. 00 PER PLAN C CL 8" CMU SET IN RUNNING WALL & FTG. C VERT. REINF. IN SOLID 8 CMU SET IN RUNNING VERT. REINF. IN SOLID G BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE 8" CMU SET IN RUNNING VERT. REINF. IN SOLID REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. BOND w/ HORIZ. LADDER WOOD STUD WALL PER GROUTED CELL PER SCHEDULE DOWELS TO MATCH VERT. REINF. CONCRETE CURB & REINF. DOWELS TO MATCH VERT. REINF. CONCRETE CURB & REINF. REINF. @ 16" O.C. TYP. WALL SHEATHING PER PLAN &SCHEDULE, TYP. PLAN, TYP. C w/ STD. HK. LAP 48 BAR O's PER "10/27.32", TYP. w/ STD. HK. LAP 48 BAR 0 S PER "10/517.32", TYP. DOWELS TO MATCH VERT. REINF. CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. w/ STD. HK. LAP 48 BAR O's v PER PLAN, TYP. PER PLAN, TYP. CONT. 2x P.T. WOOD BOTTOM PLATE & CONNECTION PER CONCRETE SLAB &REINF. j0 PAVERS PER ARCH. CONC. SLAB &REINF. PER PLAN, TYP. V T.O. CURB T.O. CURB PLAN &SCHEDULE, TYP. PER ARCH. PER ARCH. a1H DWGS. "SIM", TYP. ° ° %? :% %% ' ' PER PLAN, TYP. a FINISHED GRADE a FINISHED GRADE a a o ° ° a a° 1 ° a �4 _II�I ° ° aI-1=1 z 1 1=III a ° ° °7- /7- — _ t _ _1 _ a v N.—U11—III-1'I'' �- ? _i=111 a=111_ _I-1I1=1I III: t 1�=1I I1=1I ,l, _ °C r LU W ° - SCHEDULED REINF. Z W Z 1- III= I —III a W Z =II I l—III=1 -1 a° U o oC PER PLAN, TYP. VAPOR BARRIER o 1-- IVAPOR BARRIER `" - v 3' C R VAPOR BARRIER' _C? REINF. STL. PER PLAN REINF. STL. PER PLAN rn WIDTH REINF. STL. PER PLAN & SCHEDULE, TYP. t ° a & SCHEDULE, TYP. v a a a & SCHEDULE, TYP. 3' C 3' C > EQ. EQ. 4. m -701 3' C R. 3 C R. m 3' C 3' C R. E SCHED. WIDTH 0 WIDTH WIDTH U +j U v Exterior Footing CMU w Curbr6** Exterior Footing CMU w Curb Interior rr08' 5 g @ / g @ / 7Spread Footing Post Typical Interior Single Wall Footing r_ SZ.33 SCALE: %4" = 1'-0" S 17.3 3 SCALE: Y4" -1'-0" S 17. 3 3 SCALE: Y4' = 1'-0" S 17. 3 3 SCALE- %4' = 1'-0" L 0 to 0 COL. WIDTH +' ro u REFER TO COLUMN SCHED. ,U FOR SIZE &REINF. FORMED &POURED ' CONCRETE COLUMN o � � DOWEL TO MATCH VERT. REINF w/ PER SCHED. LAP SPLICE a a A a� ° CONC. SLAB PER TIE SPACING @ 3" PLAN, TYP. T.O. SLAB v a ,C ro C ro a v t +j v 00 v 3 0 C Al i. EL. O-O —+ —+ =+ —+ =+ ° + + + — —+ —+°— —+ - ate+ —� v Q) s, 2 C REINFORCED CONCRETE COLUMN SCHEDULE MARK CC-01 CC-02 CC-03 CC-04 SIZE 8"x16" 8"x16" 8"x18" 8"x18" VERT. REINF. (4) #6 (6) #6 (6) #6 (8) #6 TIES #3 @ 12" O.C. #3 @ 12" O.C. #3 @ 12" O.C. #3 @ 12" O.C. COLUMN TYPE "A" "B" "B" "C" REMARKS VAPOR —a BARRIERS REFER TO FTG. SCHED. ` a w - ° • • ° ° • • • • ° •° �+ _ ° • • • ° s • a • ° •UL° • • •s W b0 � STD. HOOK FOR SIZE, DEPTH & REINF- 3' 4CR' EQUAL EQUAL Tj C R. TYPE "A" TYPE "B" TYPE "C" "D" "E" "F" 4 VERT. 6 VERT. 8 VERT. TYPE TYPE TYPE ed WIDTH 1 TIE 2 TIES 3 TIES 8 VERT. 10 VERT. 12 VERT. 2 TIES 3 TIES 3 TIES C 0 9 Typical Interior Column Footing 10 Concrete & Steel Column Schedule �, S17.3 3 SCALE- %4' = 1'-0" 517.33 SCALE: N.T.S. C 0 t FORunn■ ARCHITECTURE & INTERIOR DESIGN, INC. PLANK' I AR04MCi M I INTE WRDMM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL I ,I A URAL'CONCEPT$ I DESIGN I 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM eo,�,. o � m o ° 2>7 2 d �° TAT !?� �0°a�aiioR.a�®� Robert croggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins. PE on the Date and/or Time Stamp shown using a dgltal signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S17-33 y F- #5 @ 32" O.C., TYP. H 1'-4" t0 SPLICE OR L-BAR 'II Z 0 0 0 ���� � o oOD00TYPICAL #9 GA. WIRE TRUSS OR 0 LADDER REINF. FOR ALL C.M.U. WALLS, E ❑ ■ ❑ 1:1 El E [:11:10 [:11-10 SPACED AT 1'-4" r/c VERTICALLY. L ADDITIONAL LAYERS ABOVE AND BELOW C WINDOW AND/OR DOOR OPENINGS, TYP. • 1'-4" 41 ❑ ❑ MINIMUM 6: LAP SPLICES 1TD. HK. OR L-BAT, C , CONC. FILLED CELL v' ALTERNATE COURSES w/ VERTICAL REINF. OF 8" C.M.U. _ T & B BARS, AS HK. OR L-BA N ` t SEE PLAN & SCHEDULE SHOWN IN BEAM C i (#5 VERT. @ 32" O.C., TYP. U.N.O.) ro ❑ ❑ CONT. BACKER ROD & SEALANT - TYP. BOTH FACES OF C.M.U. JLl 0 ' U ■ NOTES: ro L 1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, ,C WALL ENDS, AND EACH SIDE OF OPENINGS, TYP. DOODO 0 DOOD .. I ........... T & B BARS, AS CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. +� 2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND CONC. FILLED CELL w/ SHOWN IN BEAM TYPICAL THIS PROJECT. +- t OPENINGS, TYP. 4, ALL LADDER REINF. TO CONTINUE VERTICAL REINF. EXTENDING 0 ; CONTROL JOINT @ 30'-0" O.C. (MAX) TO ENDS OF WALLS & INTERSECTIONS THRU BEAM. TYPICAL THIS C 3. EMBED VERTICAL REINFORCING CLASS 'B' LAP + 3" INTO CONCRETE. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS PROJECT. � WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8 ro FOOTINGS, TYP. ro NOTE: CUT LADDER REINF. @ U , 4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST CONTROL JOINT 0 COARSE w/ FULL MORTAR BED, TYP. N f .0 ` 5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O.) Typical Masonry Wall Intersection Typical Masonry Beam Intersection t 1 Typical Masonry Wall Reinforcing 2 Control Joints in Masonry Walls 3 & Corner Reinforcing Detail 4 &Corner Reinforcing Detail v t S• 3'T SCALE: %a" = 1'-0" �Sl / • T SCALE: %a" = 1'-0" J / • SCALE: %a' = 1'-0" Z17. �'T SCALE: %a = 1'-0" L i v vQ) ` to t ro� u STOP GROUT POUR 1)/2"U " (MIN.) BELOW NOTE: • - • 2-#4 CONT. TOP OF MASONRY UNIT IF POUR IS DO NOT GROUT UNTIL MORTAR HAS - 00 STOPPED FOR MORE THAN ONE SET SUFFICIENTLY TO WITHSTAND THE 1-#5 CONT. C HOUR, TYP. PRESSURE OF THE GROUT. WAIT -� t� �— NOTE: g D MINIMUM OF 24 HOURS, TYP. g L DO NOT GROUT UNTIL MORTAR HAS KO-1 KO-1 (ALTERNATE) r SET SUFFICIENTLY TO WITHSTAND WINDOW THE PRESSURE OF THE GROUT. WAIT OPENING 'n MINIMUM OF 24 HOURS, TYP. 8 or 12 CMU L SEE PLANS AND DETAILS FOR SEE PLANS AND DETAILS FOR �_ WALL BEYOND 7U811 7/8" LOCATION AND REINFORCING MAX. HEIGHT OF LIFT = 5-0" LOCATION AND REINFORCING b b c OF GROUTED CELLS, TYP. MAX. HEIGHT OF POUR = 24'-0". OF GROUTED CELLS, TYP. - V VERT. REINF. IN SOLID ° v G MECHANICALLY CONSOLIDATE STOP GROUT POUR 11/" (MIN.) BELOW O Z GROUTED CELL ADJACENT TO p Z C EACH LIFT 3-5 MINUTES AFTER ° Z OPENINGS, TYP. (U.N.O.) ° Z -- - TOP OF CONCRETE MASONRY UNIT. Z Uj Z LU c LIFT IS POURED n. o o- ° ° E ° CONSTRUCT NEXT 5 -0 OF WALL AFTER O O "o O -j 2-#4 CONT. �o O =+ 1-#5 CONT. ° PROVIDE 48 BAR O LAPS, TYP. PROVIDE 48 BAR S?3 LAPS, TYP. LOWER SECTION IS GROUTED, TYP. V TOP & BOT. V TOP & BOT. N NOTE: T.O. CMU -- - - � h RECONSOLIDATE THE GROUT AFTER SEE ARCH. o ro ALLOWING THE EXCESS WATER TO BE --- °-- ` u ABSORBED BY THE MASONRY UNITS MAX. HEIGHT OF LIFT = 5'-0" BB-1 BB-1 (ALTERNATE) ,a (3 TO 5 MINUTES) L"KO-1" IN 8" CMU or "KO-2" IN GROUT TO CONFORM TO ASTM ; a 12" CMU UP TO 10'-0" WIDE ; 7%e @ RB-1 ro C476-83. SUBMIT MIX DESIGN FOR „ 115/$" @ RB_2 CONC. CAP 75/8 CONC. CAP v PROVIDE 4 x6 CLEANOUT HOLE @ NOTE: OPENING. EXTEND 4 MIN. POURED w/ BEAM POURED w/ BEAM ° REVIEW. MAXIMUM AGGREGATE SIZE _ JROUT TO CONFORM TO ASTM ,C /8 (#8). SLUMP = 8 TO 10 . DO NOT EACH REINF. CELL &REMOVE ALL RECONSOLIDATE THE GROUT AFTER INTO VERT. FILLED CELL, TYP. ' �� 3 :476-83. SUBMIT MIX DESIGN FOR DEBRIS INSIDE CELLS. SEAL PRIOR ALLOWING THE EXCESS WATER TO B USE SAME MIX AS USED FOR TIE BEAMS. :EVIEW. MAXIMUM AGGREGATE SIZE = i° Q 2-#4 CONT. IN CAP Q 1-#5 CONT. C u TO GROUTING, AFTER INSPECTION. ABSORBED BY THE MASONRY UNITS CONT. LATH TO RETAIN (#8). SLUMP = 8" TO 10". DO NOT IN CAP (3 TO 5 MINUTES) GROUT IN UPPER COARSE, TYP. E (2-#5 CONT. @ RB-2) )SE SAME MIX AS USED FOR TIE BEAMS. Z� 0 p _ t N � O N cc O 145 CONT. VERT. REINF. PER PLAN w/ TOP & BOT. 0. , ° STD. HOOK @ TOP INTO -- - - BOND BEAM, TYP. 00 °° i 2-#4 CONT. TOP & O BOT. (245 CONT. U 4 4 RB-1/RB-2 TOP & BOT. @ RB-2) RB-1 (ALTERNATE) u v ; T I H' h L'ft G t' D t 'I T 1 L L'ft G t' D t •I T l 6 d B W' d S'll M B S a' � � y f,��a� � ��s� � ��� � "� �u��� �s ..��a�� � � n \ � rh'►�a� �..,�� ���. "� ��,��� �s �.��a�� � � � � � vl'i�ai vvi �u vcai � i �w wii �uvw �iii I / tS � �v�a>vi i� y v�ai i � �����v� �� � I 3 Q J m f m 0 FORUME a. ARCHITECTURE & N z INTERIOR DESIGN, INC. i KN#A (' I M CMWTURE I KMWRDESIGM W 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 a6 407.830.1400 S 'j • 3'T SCALE: %a' = 1'-0" J / . 3'T SCALE: %a" = 1'-0" J / • SCALE: %a" = 1' 0" \iZS1 / • 3'T SCALE: %a" = 1'-0" +t+ W o 0 4. Ir to Z 0 a CL +� PIER U BONDED PIER (COURSES 16" GROU ED SOLD ;I"' SHALL ALTERNATE), TYP. FULL HEIGHT lU ° a� VI p Tt u j d - • c O C 1< ao Z t0 M (2) #6 VERT. FULL HEIGHT w/ PER C < DOWELS TO FOOTING, TYP. I (a° CMU PILASTER "P-1" 16" GROUfiED SO ID 4. ; �F C v LU PIER _ 'O 4" NOM. -� GROUTED SOLID (16) #6 VERT. FULL HEIGHT w/ LL s F LL HEIGHT DOWELS TO FOOTING, TYP. ° 0 O�, ` ---- ° ° Y 3 ii, a -Z-� J J D �uuu�u��uuuuuui,�uuuuui MO a�uuuuiiiniu m s oNmmi ummen" ■uuuua: IN NONE i�00 loommsu� !uuu�u�uu����uu �(6) # 5 VERT. @ "P-2" FULL ° W `" - HEIGHT w/ DOWELS TO O = .° H-1 • ° D N C FOOTING, TYP. cc LLv—, I v limo. O V F J • • • • • It U V U- & ° 11C.1 z www.forumarchitecture. com Zephyr Commons City of Zephyrhills, FL = TUB CONCERTS DES1614 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ��pp4���Opeg�90 o c�SRo o ^ 4-105. 2>7 22J® TAT OF �A MAL °Nouooeo W Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins. PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 "o C 40" GROUTED SOLID FULL HEIGHT BONDED PIER (COURSES (COURSES w Sections & SHALL ALTERNATE), CMU PILASTER "P-2" CMU PILASTER "P-3" BONDED PIER (COURSES ut 0Structural 0 Details SHALL ALTERNATE), TYP. W .0 Z ++ cc 4- 0 W 9 Reinforced CMU Pilsater Details v F 1 s SCALE: [" = 1'-0" 7.34 ff D S17-34 ff 0 0 u- Ii-0 a N CN N N O 8" CMU LINTEL SCHEDULE `j �srn SAFE GRAVITY LOADS (PLF) SAFE LATERAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH SU$ 8F8-06 8F12-06 8F16-08 8F20-0B 8F240B 8F28-0B 8F32-OB $U$ SFS REINF. CMU* MAT 8F12-1T 8F16-IT 8F20-IT 8F244T 8F28-IT BF32-IT 8F8-1B SF12-1B 8F16-19 8F20-IB SF24-IB 8F28-1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T SF28-2T 8F32-2T 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 1972 3173 4460 5747 7034 8321 9608 3069 4605 6113 7547 8974 10394 11809 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 1569 2524 3547 4569 5591 6613 7636 3069 4605 6113 7547 8974 10394 11809 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 765 763 1365 1363 2192 3079 3966 4853 5740 6627 2693 4605 6113 7547 8974 10394 11809 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 1207 1940 2724 3508 4292 5077 5861 2189 4375 6113 7547 (7) 8672 10294 11809 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 411 411 734 1016 1632 2290 2949 3607 4265 4924 1663 3090 5365 7547 (36) 7342 (19) 8733 (19) 10127 (19) 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 909 1492 2093 2694 3295 3897 4498 1451 2622 4360 7168 (45) 6036 (s9) 7181 (19) 8328 (20) 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 507 721 483 835 (12) 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 10394t37) 882504) 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 1 357 727 (23) 1021 163402) 2102 pp 2571 po) 3039po) 3508 (9) 1011 1729 2661 3898 5681 8467(44) 6472 (15) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 227 591 680 1133 (15) 1471 (15) 1811 p5) 2152 (16) 2494 (is) 752 1245 1843 2564 3486 4705(37) 6390(47) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 178 530 552 914 (s5) 1185 (15) 1458 p5) 1732 (15) 2007 (t5) 643 1052 1533 2093 2781 3643(38) 4754(45) 530 686 1183 1526 1865 2204 2544 1 F-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 260 452 152 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (is) 582 945 1366 1846 2423 3127 4006 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 244 402 135 470 (9) 441 723 (w) 936 p4) 1151 05) 1366 p5) 1582 p5) 540 873 1254 1684 2193 2805 3552 470 543 928 1349 1649 1 1948 2247 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 418 05) 373 606 pq 783 (14) 962 p4) 1141 (4) 1321 (14) 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST (168") PRECAST r279424 706 1002 1326 1697 2127 2630 205 293 98 384 (is) 346 559 p4) 723 p4) 887 p4) 105204)14'-0" 442 706 1002 1 1326 1697 2127 2630 410 420 709 1050 1434 (8) 1694 (8) 1954 p) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE CAW-4Rrn SAFE GRAVITY LOADS (PLF) SAFE LATERAL LOADS PLF SAFE UPLIFT LOADS (PLF) TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-08 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RU6 8RF6 REINF. CMU* 8RF6-IT 8RF10-IT 8RF14-IT 8RF18-IT 8RF22-IT 8RF26-1T SRF30-IT 8RF6-1B 8RF10-1B 8RF14-1B SRF18-1B 8RF22-1B 8RF26-1B 8RF30-18 BRF6.2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4-4 (52) PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 758 757 1365 905 1748 2635 3522 4409 5296 6183 1891 3699 5206 6639 8060 9479 10893 905 1748 2635 3522 4409 5296 6183 4'-6" (54) PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 694 69 3 1 1249 867 1675 2525 3374 4224 5074 5924 1756 3699 5206 6639 8060 9479 10893 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 408 407 734 675 1301 1960 2618 3277 3935 4594 1167 2481 4567 6389 8060(34) 7917 p9) 9311 p9) 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 382 381 687 655 1262 1900 2538 3176 3815 4453 1113 1 2342 4242 6639 (lo) 8060(39) 7402 (i9) 8706 p9) 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 595 788 510 570 1012 1651 2204 2758 3312 3865 901 1825 3120 5048 7915 9479 1089331 570 10 9 7 1651 20 2 4 2758 3312 3865 „ 7 -6„ (90) PRECAST 669 755 1490 2459 3776 5743 7239 5623 509 674 393 506 797 1462 (8) 1952 (4 2442 (6) 2931 (6) 3257 755 1490 2459 3776 5743 8998 p9) 10893(o) 506 967 1462 1952 2442 2931 3421 9 -8„ 116„ ( ) PRECAST 411 466 999 1568 2253 3129 4091 3146 370 490 227 395 491 931 p2) 1301 ps) 1640 p5) 1980 p5) 2322 p6) 526 999 1568 2253 3129 4150 5891(44 395 589 1135 1 1514 1 1893 2272 1 2652 CODE DESIGNATION F = FILLED w/ GROUT QUANTITY OF #5 FIELD U = UNFILLED ADDED REBAR @ TOP S=SOLID 8F16-1B/1T NOMINAL WIDTH (IN.) NOMINAL HEIGHT (IN.) QUANTITY OF #5 FIELD ADDED REBAR @ BOTTOM OF LINTEL CAVITY NOTE: G.C. TO COORDINATE LOCATION OF RECESS DOOR HEADER w/ ARCH. DWGS., TYP. GENERAL NOTES FOR LINTELS: MATERIALS: 1. fc PRECAST = 4000 PSI. 3 2. fc GROUT = 3000 PSI w MAXIMUM AGGREGATE, TYP. / /s U 3. CMU PER ASTM C90 w MINIMUM NET AREA COMP. STRENGTH = 1900 PSI. / R 4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60. 5. FIELD REBAR PER ASTM A615 GRADE 60. 6. MORTAR PER ASTM C270 TYPE M OR S. STRUCTURAL NOTES: 1. SHORE PRECAST AT 6-0" O.C. 2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP. 3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER HEIGHT. 4. FOR LENGTHS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH. 5. ALL SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAR FOO T. T. O 6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM. 7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. Typical Pre -Cast Lintel Schedule & Details By Cast -Crete 17.35 4 Od a d SCALE: Y4' = 1'-0" S/3 S/3 S/3 d d d C d O dCj d d NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. RE LE S3 0 4 v C v a a d O L BOT. L BOT. � L BOT. L BOT. LA Si S2 S3 CANT. REBAR COVER: 1-1/2" CLEAR TO STIRRUP, TYP. (U.N.O.) 0 SPLICES SHOWN TO BE CLASS "B" (SMALLER BAR). 3Q "S/3" BASED ON GREATEST ADJACENT SPAN. ® PROVIDE D STIRRUPS (#3 SIZE) U.N.O. Os FIRST STIRRUP @ 2" FROM FACE OF SUPPORT, TYP. © ALL MEMBERS TO BE READ FROM LEFT TO RIGHT. 0 HOOKS TO BE STANDARD 900, TYP. (U.N.O.) GABLE ROOF HIP ROOF 3e 2e 1 2e 1 3 ----------------------- - I i I 2n i 0) ------------- 3r 2r 2r i O 12e 3r 2r 2r 2n O 0 2r 1 1---------\_ 1 3e 2e 1 2e 1 3 a 7 Component & Cladding Wind Pressures for 1-story Clubhouse Building Ultimate Wind Speed Vult - 139 MHP/Nominal Wind Speed: VASD = 108 MHP Mean Roof Height = 22.0 Feet Tributary Ultimate Design Wind Pressure (LRFD) Nominal Design Wind Pressure (ASD) Zone Area (SF) Positive Pressure Negative Pressures Positive Pressure Negative Pressures 1 10 + 26.3 PSF - 41.8 PSF + 15.8 PSF - 25.1 PSF 1 20 + 24.0 PSF - 40.7 PSF + 14.4 PSF - 24.4 PS F 1 50 + 20.9 PSF - 39.1 PSF + 12.6 PSF - 23.5 PSF 1 100 + 18.6 PSF 38.0 PSF + 11.2 PSF - 22.8 PSF w, Q f� 244 OMA 3* 10 + 26.3 PSF - 72.8 PSF + 15.8 PSF - 43.7 PSF 3* 20 + 24.0 PSF - 67.0 PSF + 14.4 PSF - 40.2 PSF 3* 50 + 20.9 PSF - 59.3 PSF + 12.6 PSF - 35.6 PSF 3 100 + 18.6 PSF - 53.4 PSF + 11.2 PSF - 32.1 PSF 3: ......, - .. ... +' g. 5* 10 + 45.7 PSF - 66.2 PSF + 27.4 PSF - 39.7 PSF 5* 20 + 43.6 PSF - 57.1 PSF + 26.2 PSF - 34.2 PSF 5* 50 + 40.9 PSF - 51.6 PSF + 24.5 PSF - 31.0 PSF 5* 100 + 38.0 PSF - 45.8 PSF + 22.8 PSF - 27.5 PSF * END ZONE a=8FT 2 Florida Building Code Component & Cladding Wind Design Pressures g g Z17.3 SCALE: N.T.S. dOP BARS 5 STIRRUPS d 1 a � did d p (2) #4 CONT. WEB BARS d @ 12" O.C. (MAX.), TYP. v a 2nd LAYER AS REQ'D. --- BOTTOM BARS WIDTH REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE TOP OF BEAM ELEVATION BOTTOM BARS TOP BARS STIRRUPS REMARKS WIDTH DEPTH LEFT END FULL LENGTH RIGHT END SIZE # LEGS SPACING CB-01 $" 16" TRUSS BRG. (2) #5 ---------- (2) #5 ---------- #3 2 LEGS 6 @ 3", REST @ 8" O.C. SEE DETAIL ABOVE CB-02 8" 24" TRUSS BRG. (2) #7 ---------- (2) #6 ---------- #3 2 LEGS 6 @ 6", REST @ 12" O.C. ENTRY BEAMS CB-03 8" 36" VARIES (2) #6 ---------- (2) #6 ---------- #3 2 LEGS 6 @ 6", REST @ 12" O.C. SLOPED BEAM @ ENTRY PATIO CB-04 8" 48" VARIES (2) #6 ---------- (2) #6 ---------- #3 2 LEGS 6 @ 6", REST @ 12" O.C. SLOPED BEAM @ ENTRY BB-1 8" 16" FIN. FLOOR (2) #4 ---------- (2) #4 ---------- ----- ----- ---------- SEE DETAIL 8/S3.00.4 BB-2 10" 16" FIN. FLOOR (2) #5 ---------- (2) #5 ---------- ----- ----- ---------- SEE DETAIL "8/S3.00.4" RB-1 8" 18" to 20" FIN. FLOOR (2) #4 ---------- (2) #4 (2 LAYERS) ---------- ----- ----- ------_-- SEE DETAIL 8/S3.00.4 " RB-2 10" 18" to 20" FIN. FLOOR (2) #5 ---------- (2) #5 (2 LAYERS) ---------- ----- ----- ---------- SEE DETAIL 8/S3.00.4 " KO-1 8" 8" FIN. FLOOR (2) #4 ---------- ---------- ---------- ----- ----- ---------- SEE DETAIL "8/S3.00.4" KO-2 10" 8" FIN. FLOOR (2) #5 ---------- ---------- ---------- ----- ----- ---------- SEE DETAIL "8/S3.00.4" NOTES: ALL 8" DIMENSIONS ARE NOMINAL - ACTUAL SIZE IS 7%". ALL 12" DIMENSIONS ARE NOMINAL - ACTUAL SIZE IS 11%". T.O. BEAM ELEVATION = FINISHED FLOOR, TYP. (U.N.O.) 3' 17.35, Reinforced Concrete &Masonry Beam Schedule SCALE: N.T.S. 4W ro _0 OI 3 U ro v 0 U ro ,0 .0 7 ro ro U 0 r 4-+ v v C ,E L II i-0 v ro v 0 00 C G , E ro U a ro ++ 44 �3 E (Ca' 0 U 4r U 0 L a L L - to C 0 (13 a H C ro H C ro n. v .0 ++ r by T00 V v 3 0 C L v v C ,00 C W C .00 v 0 v .0 +-j 4. 0 4-0 3 Q J } m L_ FORUME a. ARCHITECTURE & z INTERIOR DESIGN, INC. PLANR�IG I u�1RCF�iEEC1URE I �liHilOR DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons f City p Y of Ze h rhills FL a 0 F C f ui 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682-2386 2 WWW.SCD-ENG.COM N w ®Q��QICVC400G G b .Q nnn l� N '.l U 0 0 � o IL e LLJ m o © TAT AQ OF Ui 00 W Robert C. Scroggins, P.E. FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date 0 o and/or Time Stamp shown using a digital signature. Printed copies of this document are not su considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 T. .. z W Structural Sections & 0 Details I W z co W H U W I_ U Q S17-35 It 0 LL ,i, 0 N N O N O F- WOOD HEADER & ENGINEERED WOOD BEAM SCHEDULE PLAN MARK BEAM SIZE BEAM TYPE BEAM SPAN INTERIOR WALL EXTERIOR WALL NOTES # OF JACK # OF KING STUDS REQ'D. STUDS REQ'D. # OF JACK # OF KING STUDS REQ'D. STUDS REQ'D. H2-06 (2) 2x6 #2 S.Y.P. < 6'-6" (1) 2x4 (1) 2x4 (1) 2x4 (2) 2x4 #1 6-6" < L < 12'-0" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 1­12-08 (2) 2x8 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6-6" < L < 12'-T (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 H2-10 (2) 2x10 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6'-6" <:L < 12'-0" (2) 2x4.. (1) 2x4 (2) 2x4 (2) 2x4 #1 H2-12 (2) 2x12 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 6'-6" <1 < 12'-0" (3) 2x4 (2) 2x4 . (3) 2x4 (3) 2x4 #1 Ce w H3-06 (3) 2x6 #2 S.Y.P. < 6'-6" (1) 2x6 (1) 2x6 (1) 2x6 (1) 2x6 #2 4 6'-6" < L < IT-O" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 o H3-08 (3) 2x8 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (1) 2x6 #2 0 6'-6" < L < 12'-0" (2) 2x6 (1) 2x6 .(2) 2x6 (2) 2x6 #2 H3-10 (3) 2x10 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 Z O 6' 6" < L < 12'4" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 Z H3-12 (3) 2x12 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 LU Z 6'-6" < L < IT-0" (3) 2x6 (2) 2x6 (3) 2x6 (3) 2x6 #2 H4-06 (4) 2x6 #2 S.Y.P. < 6'-6" (1) 2x8 (1) 2x8 (1) 2x8 (1) 2x8 #3 6'-6" < L:< 12'-0" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8: #3. H4-08 (4) 2x8 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (1) 2x8 #3 6' 6" <L < 12'-0" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 H4-10 (4) 2x10 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 6-6" <,L < 12'-0" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 H4-12 (4) 2x12 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 6'-6" < L < 12'-0" (3) 2x8 (2) 2x8 .(3) 2x8 (3) 2x8 #3 B2-08 (2) 1%4"x7%4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6=6" < L <,12'-0": :(2) 2x4. : (1) 2x4 ; (2) 2x4 j (2) 2x4.: ` -: #4 :& #5 B2-10 (2) lY4"x9Y4" VERSALAM 2.0 2650 < 6-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6=6" <t<12'..-0": (4 2x4 (1) 2x4 ':. .. (2) 2-x4 Q) 2x4 . _ :; #4 #5 . 132-12 (2) 1%4"xllY4' VERSALAM 2.0 2650 < 6-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6-6" < L : < 74" " (3) 2x4" � (2) 2x4' (3)�2x4 ,Q) 2x4: #4:& #5 132-14 (2) 13/4"x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 6-6" < L < 12%0" (3) 2x4 (2) 2x4: (3) 2x4 (3) 2x4 #4 & #5 B2-16 (2) 13/4"xl6" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 L < 12'-0" .. ;(3) 2x4: (2) 2x4: (3) 2x4 _ '(3) 2x4 : #4:& #5 132-18 (2) 13/4"x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 61-6" < L;< 12'-0" : (3) 2x4 (2) 2x4: (3) 2x4 :: (3) 2x4 #4 6&#6 132-20 (2) 1Y4"x20" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 6W < L:< 12%0". , (3) 2x4: .(2) 2x4: (3) 2x4: (3) 2x4 #4:&#6, 63-08 (3) 1%4"x7Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 L`< 7-0" ,� �(2) 2x6: 0) 2x6 �. (2)`,2x6 (2) 2x6 #4'& #6 . 63-10 (3) lY4"x9Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 Q 6' 6" ict < 12'-0" _ ;(2) 2x6: (1) 2x6 � � :. (2) 2x6 (2) 2x6 #4 & #6 m 63-12 (3) lY4"x11Y4' VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 o 00 6'-6." 1 7-T : ',:(2) 2x6 : ,(2) 2x6, (2)2x6 � (3) 2x6 _ : #4 &>#6. , : 133-14 (3) 13/4"x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 Ce 6-6" <1 < 12'-0" (3). 2x6: Q) 2x6 (3) 2x6: (3) 2x6 ' #4:& #6 Z 63-16 (3) 13/4"xl6" VERSALAM 2.0 2650 < 6-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 Z6'-6" < L < IT-O" . (3) 2x6 (2) 2x6. (3) 2*6 :: (3) 2x6: ` #4.6i. #6 133-18 (3) 13/4'x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 6-6" < t< 12'-T (3) 2x6.. (2) 2x6 (3) 2x6 (3) 2x6 ; #4 & #6 B3-24 (3) 13/4"x24" VERSALAM 2.0 2650 < 30'-0" ----- ----- Simpson "HGU5.50-SDS" Simpson "HGU5.50-SDS" #4 & #6 134-08 (4) 1%4'x7Y4" VERSALAM 2.0 2650 <:6 -6' -(2) 2xg: ' 0) 2x8 (2) 2x8 .(2) 2x8 � � #4'& #7 6'-6" < L < 12'-0" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 134-10 (4) lY4"x9Y4" VERSALAM 2.0 2650 < 61-61' (2) 2x8 (1) 2x8. (1) 2x8 (2) 2x8 . #4 & #7 6'-6" < L < 12'-0" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 134-12 (4) 1%4'x11Y4' VERSALAM 2.0 2650 < 6'=6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 : #4 & #7 6'-6" < L < 12'-0" (2) 2x8 (2) 2x8 (2) 2x8 (3) 2x8 #4 & #7 64-14 (4) 13/4"x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 .(2) 2x8 (2) 2x8 #4 & #7 6'-6" < L < 12'-0" (3) 2x8 (2) 2x8 (3) 2x8 (3) 2x8 #4 & #7 134-16 (4) 13/4"xl6" VERSALAM 2.0 2650 < 6-6'' (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x$ #4 & #7 6'-6" < L < 12'-0" (3) 2x8 (2) 2x8 (3) 2x8 (3) 2x8 #4 & #7 134-18 (4) 1Y4"x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x8: (1) 2x8: , (2) 2x8 (2) 2x8 #4,& #7 6'-6" < L < 12'-0" (3) 2x8 (2) 2x8 (3) 2x8 (3) 2x8 #4 & #7 1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/Y" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF Y2" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW. 2. 3-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/%" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF EACH Y" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW. 3. 4-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/ %" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y2" PLYWOOD BETWEEN CENTER PLIES. ATTACH LUMBER EITHER SIDE OF EACH Y" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW 4. ALL GLUE -LAMINATED BEAMS TO BE VERSA -LAM 2.0 2650 SERIES MANUFACTURED BY BOISE CASCADE, LLC, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) 5. 2-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF %"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 4 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. 6. 3-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OFY"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. 7. 4-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OFY"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OFY2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OFY"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. Wood Header & Engineered Wood Beam Schedule 4.00• SCALE: N.T.S. N�_- 2-PLY (NAILED) 5Y" or 5%" m 7�4 3-PLY (NAILED) 7Y " 4 `lam _ 9�__ 4-PLY (SCREWED) 3 .00• NOTE: DO NOT CUT, NOTCH OR DRILL HOLES IN BEAMS/HEADERS EXCEPT AS INDICATED ON ILLUSTRATION & TABLE l 7 1/4" - 20" 2" Allowable Holes in PSL Beams/Headers SCALE: /4" = 1'-0" • o o o o • o% M t2'- 4 .00. STUD FACE %$'MIN. MAX. BORED HOLE DIAMETER = 40% OF STUD WIDTH (60% OF STUD WIDTH IF DOUBLE STUD) NOTCH 25% OF STUD WIDTH MAX. EXTERIOR OR BEARING WALL STUD FACE %" MIN. - MAX. BORED HOLES DIAMETER = 60% OF STUD WIDTH. NOTCH 40% OF STUD WIDTH MAX. NON -BEARING PARTITION PENETRATIONS THRU WOOD STUDS Wall Size Load -Bearing or Exterior Wood Stud Wall (Max. Bored Hole Size) Non -Load -Bearing Wood Stud Partition (Max. Bored Hole Size) Load -Bearing or Exterior Wood Stud Wall (Max. Notch Size) Non -Load -Bearing Wood Stud Partition (Max. Notch Size) 40% Max. 60% Max. (Dbl. Stud)* 60% Max. 25% Max. 40% Max. 2x4 1%" (2) 2x4 --- 2Ya" 2 8" %$" 1/ 2x6 2Y4' --- --- lYs' 2Ys" (2) 2x6 --- 3Y/6' 35/6' 1%s" 2Y8' 2x8 2%1' --- --- 113/16s 27/n (2) 2x8 --- 43/8" 4Y8' 11%6' 2%s' * NO MORE THAN TWO (2) SUCCESSIVE DOUBLED STUDS MAY BE BORED. NOTE: BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. TOP/BOTTOM WOOD PLATES: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA. (MIN.) METAL TIE THAT IS ATLEAST 1%" WIDE (SECTION 2308.9.8 I.B.C.) IF WALL IS A SHEAR WALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS). Plate Size Max. Allowable Hole Size 2x4 1 3/4" 2x6 2Y4" 2x8 7 3%" Cutting, Notching, &Bored Holes in Studs &Plates SCALE: Y4" = F-0" 3-PLY 2x4 3-PLY 2x6 4-PLY 2x4 (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED COMMON WIRE NAILS) COMMON WIRE NAILS) 30d COMMON WIRE NAILS EACH PLY) 2 4.00. NOTE: ALL BORED HOLES & NOTCHING IN FRAMING SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP. o • O Q O O • • 0 Q C? O • o, .o M , 2 4-PLY 2x6 (2 ROWS OF STAGGERED 30d COMMON WIRE NAILS EACH PLY) Built-up Wood Stud Column Sections SCALE: 3/4' = 1'-0" 0) ro +j tA ro V L 0 F i +j .0 41 3 q1 U C ro v 0 U C ,0 t +-j ro U 0 OJ Z .0 C ,E L to ro N 0 U 00 E E C _N .D U n. a ro N L ,3 a E 0 U v 0 L a H L ++ L 4 0 ro U v a to "0 C ro C ro a v .0 +j v 110 v 3 0 C to L v C W 00 Q) .0 .0 4- 0 1n Ill 4-0 3 a J }FORUME a7 W m 0 0- ARCHITECTURE & N Z INTERIOR DESIGN, INC. PlJ1NtNC I ARCFI�ECiURE I MHiIORDESIGW W W 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 "0 407.830.1400 it www.forumarchitecture.com W U Z z U W W 0 Ir 0 FX W z U Z Z 2 0 w 0 0 it w I- Z 0 w tr 0 U w S U ry ry 0 IL Zephyr Commons City of Zephyrhills, FL L CONCEP 5 DESIGN T, 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM �®pQ,90�0�000pp9 +� B 0217/22 �z� o (�) TAT OF �•� oGa< o� � � �o oo' Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a dotal signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET n2/17/2022 ! PFRMIT SFT 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S17.36 Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings O TYPICAL STUD FRAMING ® EXTERIOR WALL SHEATHING INTERIOR WALL SHEATHING BASE CONNECTIONS @ BOTTOM OF SHEARWALL SHEARWALL LEVEL TYPICAL STUDS NO. OF STUDS SHEATHING BASE SHEAR NAILING PATTERN 7 O NAILING PATTERN 7 O CONT. PLATE ANCHORAGE @ EACH END OF WALL PLAN MARK (USE 12" O.C. WHERE REQ'D. @ EA. JOINT (LB/FT) SHEATHING SHEATHING CONNECT. TO FLOOR NOTED IN PLAN) END OF WALL BLOCKING EDGES INTERMEDIATE EDGES INTERMEDIATE DECK HOLD DOWN TENSION (LB.) "SW-AMl" 1st FLOOR 2"x4" or 2"x6" @ (2) 2x4 1%2" CDX 5/" TYPE "X" 1 #6x1/4„ BUGLE HEAD #6x11/4„ BUGLE HEAD Y" 0 A307 A.B. EXTERIOR WALL TO ROOF 16" O.C. (MAX. or (2) 2x6 BLOCKED 240 PLYWOOD WALL SHEATHING 8d @ 4" O.C. 8d @ 12" O.C. GYPSUM WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. (6" EMBED.) @ 16" O.C., TYP. 1-"HDU5-SDS2.5" 3,240 ® 10 0 "SW-AM2" 1st FLOOR 2"x4" or 2"x6" @ (2) 2x4 BLOCKED 380 %" TYPE "X" GYPSUM #6x1%4" BUGLE HEAD #6x1%4' BUGLE HEAD 5/" TYPE "X" GYPSUM #6x1%4' BUGLE HEAD #6x1Ya" BUGLE HEAD Y" 0 A307 A.B. (6" EMBED.) @ t"HDU5-SDS2.5" 3,240 INTERIOR WALL TO ROOF 16" O.C. (MAX. b or (2) 2x6 WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 16" O.C., TYP. ® O NOTES: 1O SIMPSON "MASH" MUDSILL ANCHORS @ 21" O.C. MAYBE USED IN PLACE OF Y"Q ANCHOR BOLTS O DBL. 2x4's FASTENED TOGETHER w/ 16d COMMON WIRE NAILS @ 12" O.C. STAGGERED MAY BE USED O 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF SPACED @ 24" O.C., TYP. IN LIEU OF THE SPECIFIED 3x4 STUDS @ CONTRACTOR'S OPTION, TYP. THEY"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ SCHEDULED HOLDDOWNS EACH END OF WALL, TYP. O ALL TRUSSES AND CONSTRUCTION SHALL BE DESIGNED TO WIND LOADS STATED IN GENERAL © CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER, TYP. STRUCTURAL NOTES, TYP. 10 ORIENTED STRAND BOARD (O.S.B.) w/ EQUIVALENT OR GREATER THICKNESS MAY BE USED IN PLACE NAIL PATTERN BASED ON P-NAIL CRITERIA. SEE DETAILS "4/S23.25" & "5/S23.25" FOR SHEATHING OF THE SPECIFIED PLYWOOD WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS & 30 ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS, TYP. (U.N.O.) LAYOUT & FASTENER PATTERNS. SPACING/PATTERN AS NOTED FOR PLYWOOD. ® SEE DETAILS #2, #3, #4 & #5 ON SHEET "S4.03" FOR TYPICAL STRAPPING LOCATIONS AT EACH END OF ® SEE DETAIL'WS4.01" FOR TYPICAL SHEARWALL BLOCKING OPTIONS IN FLOOR TRUSSES OVER SHEAR WALLS, TYP. SHEARWALLS. 1 Wood Stud Shear Wall Schedule for 1 Story Amenity Buildings S17.37 SCALE: N.T.S. SIMPSON "LS @ 32" O.C. HEADER PER & SCHEDULE BEAM & HE/ ANCHORAC SCHEDULE," NAIL STUDS w/ 16d NAIL: @ 12" O.C. 3 SIMPSON " 2 S17.37 SIMPSON "LSTA2� @ 32" O.C. HEADER PER PLA & SCHEDULE, TYI BEAM & HEADER ANCHORAGE PEI SCHEDULE, TYP. NAIL STUDS TOG w/ 16d NAILS EA( @ 12" O.C. JACK STUDS PER SCHEDULE ROOF TRUSSES @ 24" O.C. SIMPSON STRAP PER SCHEDULE, TYP. EACH TRUSS TYP. CONNECTION OF GIRDER TRUSS TO POST SIMPSON SP2 EVERY OTHER STUD PROVIDE DOUBLE STUD (MIN.) UNDER EA. GIRDER, TYP. (U.N.O.) SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. SIMPSON HTT16 TYP. w/ (18) 16d NAILS @ STUDS @ TRUSS (1)SIMPSON SPl OR (1) H3 EVERY OTHER STUD P.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) LTYP GIRDER TYPICAL WALL HOLDDOWN WALL @ HIP END 4T HIP GIRDER TRUSS )ROVIDE SIMPSON -ICP2 NAIL TO TRUSS S<TO DOUBLE STUD 3ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS IMPSON SP2 EVERY )THER STUD )OUBLE STUD ;OLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS )ER PLAN, TYP. 'I)SIMPSON SP1 OR (1) 13 EVERY OTHER STUD :.T. BOTTOM PLATE TO ;LAB CONNECTION PER ?LAN, TYP. (U.N.O.) Typical Wood Stud Bearing Wall Strapping Elevation - 1 Story Building SCALE: %" = 1'-0" ROOF TRUSSES @ 24" O.C. SIMPSON STRAP PER SCHEDULE, TYP. EACH TRUSS TYP. CONNECTION OF GIRDER TRUSS TO POST SIMPSON SP2 EVERY OTHER STUD PROVIDE DOUBLE STUD UNDER EA. GIRDER SOLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. BOTTOM PLATE TO ,B CONNECTION PER �N, TYP. (U.N.O.) LTYP GIRDER TYPICAL WALL HOLDDOWN kT HIP GIRDER TRUSS )ROVIDE SIMPSON -ICP2 NAIL TO TRUSS x TO DOUBLE STUD 3ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS LID 2x BLOCKING 5'-0" O.C. (MAX.), P. DUBLE STUD DOD STUDS 2 PLAN, TYP. BOTTOM PLATE TO B CONNECTION PER N, TYP. (U.N.O.) r u r air "IRDER WALL @ HIP END OR GIDRDERS Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 1 Story Building / SCALE: V = 1'-0" S17.37 3 S17.37 .-ENGINEERED ROOF ' IRDER TRUSSES, TYP. v1PSON HD8A TOP & )T. w/ THREADED )D, TYP. )LID 2x BLOCKING @ -0" O.C. (MAX.), TYP. SIMPSON HD8A TYP. GIRDER HOLDDOWN FOR GIRDERS Wall Strapping Elevation for Girder Truss Uplift Loads more than 3,000 lb. - 1 Story SCALE: V = 1'-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION PRE-ENGINEERED ROOF & GIRDER TRUSSES, TYP. HURRI-BOLT AS REQ'D. SOLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. PROVIDE (4) 2x4 STUDS—, UNDER EACH GIRDER w/ "O THRU BOLTS @ 12" O.C. OR 16d NAILS EACH PLY @ 12" O.C. TYP. (U.N.O.) FOUNDATION,'. TYP. GIRDER HOLDDOWN FOR GIRDERS C.R.T.S. Wall Elevation for Girder Truss 5 Uplift Loads more than 3,000 lb. - 1 Story 517.3 7 SCALE: %" = 1'-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION Sheet Notes Framing Elevations w/ Conventional Strapping A. SEE SHEET "1/S17.37" FOR 1-STORY SHEAR WALL SCHEDULE. B. SEE ARCH. DRAWINGS FOR FLOOR/WALL ASSEMBLY DESCRIPTIONS & FIRE RESISTANCE RATINGS, TYP. C. ANCHORAGE/STRAPPING FOR SHEAR WALLS ENDS NOT SHOWN FOR CLARITY. REFER TO SHEAR WALL SCHEDULE FOR REQUIREMENTS, TYP. D. HOLD-DOWN STRAPS TO BE INSTALLED OVER SHEATHING WHEN STRAP TYPES PERMIT, TYP. (U.N.O.) E. ANCHOR BOLTS: PROVIDE)/2" DIAMETER A307 ANCHOR BOLTS w/ 6" MIN. EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME WALLS. PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL SCHEDULE. w/ MIN. 2 BOLTS PER PLATE & LOCATE BOLT P-O" FROM END OF PLATE. FOR HOLD DOWNS CONNECTED TO SLABS, COORD. ANCHOR BOLTS SIZE & LOCATION w/ MANUFACTURER'S REQ. & SHEAR WALL SCHEDULE. F. BOLT HOLES SHALL BE 7'6" LARGER THAN BOLT SIZE, TYP.. RE -TIGHTEN ALL NUTS PRIOR TO CLOSING IN. G. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS & NUTS AGAINST WOOD. H. PARTITION ANCHORS: SECURE ALL INTERIOR NON SHEAR WALL, NON LOAD BEARING PARTITIONS w/ CUT NAILS OR RAMSET ANCHORS SPACED 32" O.C. MAX., MIN. 2 ANCHORS PER PLATE. 1. THE FOLLOWING WOOD GRADES SHALL BE THE MINIMUM ACCEPTABLE FOR THIS PROJECT: NON-STRUCTURAL STUDS ONLY: • STUD GRADE DOUGLAS FIR LARCH (DFL) - 2x4 & LARGER • STUD GRADE SPRUCE PINE FIR (SPF) - 2x4 & LARGER. STRUCTURAL LIGHT FRAMING: • No. 2 SOUTHERN YELLOW PINE (SYP) 2x4 & LARGER • No. 2 DOUGLAS FIR LARCH (DFL) 2x4 & LARGER • No. 2 SPRUCE PINE FUR (SPF) 2x4 & LARGER • STRUCTURAL GRADE No. 2 SOUTHERN YELLOW PINE (SYP) or No. 2 DOUGLAS FIR LARCH (DFL) or No. 2 SPRUCE PINE FUR (SPF) FINGER JOINTED STUDS - 2x4 & LARGER. JOISTS AND HEADERS: • No. 2 SOUTHERN YELLOW PINE (SYP) 2x6 & LARGER • No. 2 DOUGLAS FIR LARCH (D.F.L.) 2x6 & LARGER. POSTS: • No. 2 SOUTHERN YELLOW PINE (SYP) 4x4 & LARGER • No. 2 DOUGLAS FIR LARCH (D.F.L.) 4x4 & LARGER. J. PRE-ENGINEERED C.R.T.S. HOLD-DOWN ALTERNATE: THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S) SUCH AS C.L.P., HURRI-BOLT, GO -BOLT, SIMPSON, ETC. AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONAL WALL STRAPPING DESIGN SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SPECIFICALLY DETAILING THE REVISIONS TO THE CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT TAKE-UP DEVICES MUST BE USED AT EACH FLOOR AT THE ENDS OF EACH SCHEDULED SHEAR WALL OR THE SCHEDULED CONNECTORS MAY BE USED, TYP. SEE SHEET "S4.05" FOR TYPICAL WALL FRAMING ELEVATIONS w/ CONT. ROD TIE -DOWN SYSTEM. K. PRE-ENGINEERED TENSION CABLE HOLD-DOWN ALTERNATE: THE GENERAL CONTRACTOR MAY PROVIDE A PRE-ENGINEERED TENSION CABLE TIE -DOWN SYSTEM SUCH AS QUICK -TIE, ETC. AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONAL WALL STRAPPING DESIGN SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SPECIFICALLY DETAILING THE REVISIONS TO THE CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT IF TENSION CABLES ARE USED IN PLACE OF THE SCHEDULED CONNECTORS @ THE ENDS OF EACH SHEAR WALL, THE CABLES MUST BE TERMINATED AT EACH FLOOR, TYPICALLY. VI v ro +j lA ro _0 LL .0 13 U C '0 L 0 U ro t 0 4a 7 ro 0 v L 'U v C E L v +j v� ro to N U 0 bi) C �I EI E, C ,c Gv 1) ro U a a ro v r C t ,3 a E 0 ++ U N ,o L a L 0 C 0 4-j ro U U v a to C ro to C ro o. v ,C +J 01 N '0 N 3 0 X, v N C C W C ao OJ 0 0 w 4. 0 H n� W re u 3 Q J } m WPORUME N ARCHITECTURE & i IIV I Gr[IVrt VCoIVIV, IIVIo. T 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL l J. CrAL CONCERTS DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD. FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM �pOg9[9GB9ddV�„ �r�,_ �s o � e OF �2 VP i dgpGB�k9����� Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scrogglns, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not s considered signed and sealed and the signature must be verified on any electronic copies. U Z z W 0 0 W t- z oo W tY I— U Ill H U Q 0 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S17,37 O u H v ROOF TRUSS NOTES: ro 20 PSF ROOF LIVE LOAD (REDUCIBLE) 1. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND IIA LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA (aBUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS SHEATHING C.B. 'i3 FABRICATOR SHALL SUBMIT S&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A 0 10 PSF TOP CHORD DEAD LOAD, TYPICALLY PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR 2x4 DIAGONAL BRACE (DB) @ 0 REVIEW PRIOR TO TRUSS FABRICATION. EA. END WALL AND @ 20'-0" U. (15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS) MAX. INTERVALS ALONG v 2. ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM C 10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL LATERAL BRACE. +' AND CEILING DEAD LOADS. t 3. WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS CONTINUOUS LATERAL BRACE (CB) AS 13 ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES REQUIRED BY TRUSS DESIGN AND v SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY FRAMING PLAN U WIND ACCOUNTING FOR WIND LOAD IN THE OPPOSITE DIRECTION. A MAXIMUM OF 10 PSF DEAD ro LOAD MAY BE USED TO RESIST UPLIFT, TYP. 'II DIRECTION O�,O S�p�CI ��F Itz L L L OHO 4 SEE ARCHITECTURAL ADDITIONAL DEAD LOADS �ON OP OR BOTTOM CHFRAMINGINGS, MECHANICAL DRAWINGS, AND ROOF O DS OF TRUSSSESS DUE OMECHANICAAL WEB MEMBER U EQUIPMENT, WHERE APPLICABLE. 450 ± (aCONTINUOUS BOTTOM BRACE (BB) D.B. B.B. 5. MAXIMUM TRUSS SPACING IS 2'-0", TYPICALLY. "PSF" LOADINGS SHALL BE MULTIPLIED AS REQ'D BY TRUSS DESIGN & ACCORDINGLY IN ORDER TO OBTAIN "PLF" TRUSS LOADINGS. FRAMING PLAN AND NOT MORE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO BRACING WOOD TRUSSES. SEE NOTE #8 THAN 10 FT. O.C. COMMENTARY AND RECOMMENDATION, BWT-76 (TRUSS PLATE INSTITUTE). INSTALL BRACING AS 6. POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING THE TRUSSES ARE ERECTED. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THE 0 TRIBUTARY WIDTHS GREATER THAN T-0" (HIP TRUSSES, TRANSFER TRUSSES, ETC.) SHALL BE CEILING CONSTRUCTION LOAD SHALL BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES AND C ACCOUNTED FOR IN TRUSS DESIGN, AND MAGNITUDE OF SUCH OF SUCH POINT LOADS SHALL SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS FROM CONSTRUCTION MATERIALS (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACES ON THE TRUSSES IN It ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID c0 OVERLOADING ANY ONE TRUSS. U SEE NOTE #4 7. COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS 0 WITH ARCHITECTURAL DRAWINGS, TYPICALLY. 2• ALL BRACING (DB,CB,BB) SHOWN IN THE FRAMING PLAN SHALL BE IN ADDITION TO CONTINUOUS SUPPORT POINTS, TYPICALLY LATERAL SPECIFIED BY THE TRUSS MANUF. ALL LATERAL BRACING SPECIFIED SHALL HAVE ADDITIONAL T 8. TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE. DIAGONAL BRACES @ 20'-0" MAX. +� FINAL LOCATION AND CONFIGURATION OF TRUSS WEB MEMBERS SHALL BE COORDINATED 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER AND SHALL BE ATTACHED WITH 2-16d NAILS ,Q WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. @ EA. TRUSS INTERSECTION. Pre -Engineered Wood Trusses 9. PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH 2 Typical Wood Truss Bracing "TRUSS PLATE INSTITUTE" IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR C S1 %• 8 SCALE: %4" = 1'-0" TRUSS SYSTEM, TYPICALLY. �E17. SCALE: N.T.S. E 1. v U to (0 BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP "H2.5" @ 'O EACH OUTRIGGER, TYP. NOTE: ANY GABLE END STUD THAT HAS GREATER THAN 2x4 "L" BRACING 0 2x4 OUTRIGGER GABLE END BRACING NOTES: 5'-0" VERTICAL DIMENSION FULLY EXPOSED TO WIND 7/6" STRUCTURAL 2x4 BLOCKING @ @ 24" O.C. SHALL BE BRACED AND SECURED, IN PLACE, AS DETAILED. 00 ROOF SHEATHING SHEATHING JOINT 2x4 BARGE 1. GABLE TRUSS SHALL HAVE 2x4'S ADDED TO THE C 4" FROM GABLE U-HANGER RAFTER CONT. VERTICAL 2x4'S IN THE HEIGHT EXCEEDS 4 FEET, WITH SOME GABLE ENDS MAY REQUIRE OTHER TYPES OF THE ADDED 2x4'S FORMING AN L SHAPE, USING 12D BRACING. REFER TO INDIVIDUAL TRUSS DESIGNS FOR � NAILS AT 12 INCHED ON CENTER - SEE GABLE END THESE CONDITIONS. BRACING DETAIL E TOP CHORD OF GABLE 2. THE RAKE OVERHANG FROM A GABLE END SHALL NOT SECURE VERTICAL 2x4 "L" BRACES 3 2x4 X-BRACE @ PVERHAND,END TRUSS DROP 3Y2" EXCEED 24 INCHES WITH AN OUTRIGGER BACK A w/ 10d NAILS @ 16" O.C., TYP. E 8'-0" O.C. PER ARCH MINIMUM OF 24 INCHES. C 2x4 SCAB CONT. Q TOP TO BOTTOM CONT. 2x4 SCAB FROM TOP TO 3. 2x4'S "X" BRACING SHALL BE REQUIRED AT GABLE ENDS 00 ,E I Z @ GABLE END STUDS CHORD @ 8" BOTTOM CHORD @ X-BRACING MORE THAN 48 INCHES TALL, NOT TO EXCEED 8 FEET GAGA24" O.C. (MAX.), @ = v FROM GABLE (PROVIDE ADDITIONAL 2x4" @ ON CENTER. o VERTICAL IF HIGHER THAN 60" TO 00 FROM AN "L" SHAPE - SEE "4/S-6.1") 4. THE "X" BRACE SHALL EXTEND NO LESS THAN 8 FEET O Q U (3) 12D NAILS, BEYOND THE GABLE END. UNLESS IT IS CONNECTED ~ W TO A GIRDER TRUSS. THE MAXIMUM UNSUPPORTED °C TYPICAL @ 2x4 BLOCKING 48" O.C. BETWEEN LENGTH OF THE "X" BRACING MAY NOT EXCEED 10� ro X-BRACING GABLE AND FIRST TRUSS -SEE NOTE "6" FEET. IF THE UNSUPPORTED LENGTH DOES EXCEED 10 v FEET. AN ADDITIONAL SCAB MAY BE REQUIRED. ; .0 it SIMPSON "A35" CLIP @ 48" O.C. L 2x4 SCAB IF 5. THE BOTTOM CHORD OF TRUSSES WITHIN 8 FEET OF j VERT. WEB IS A GABLE END SHALL HAVE A CONTINUOUS NOT PRESENT HORIZONTAL 2x4 MEMBER AT 48 INCHES ON CENTER • NAILED TO THE TOP OF THE BOTTOM CHORD, WITH > BOTTOM CHORD OF GABLE END TRUSS THREE 12D NAILS AT EACH TRUSS.0. DBL. 2x CONT. TOP PLATE 6. 2x4 BLOCKING SHALL BE PROVIDED BETWEEN THE E CONT. 2x4 x 8'-0" @ TYP. LATERAL GABLE END TRUSS AND THE FIRST TRUSS IN THE PLANE ALL GABLE ENDS ARE CONTINUOUSLY SUPPORTED UNLESS NOTED OTHERWISE. 0 BRACE @ 48" O.C. - SEE NOTE "5" 2x STUDS @ 16" O.C. (OR BEAM) OF THE BOTTOM CHORD. ANCHOR BOTTOM CHORD AS REQUIRED. PROVIDE A MOISTURE BARRIER IF IN CONTACT WITH MASONRY. U U SIMPSON "CS22" @ 48" O.C., TYP. 7. ALL NAILING FOR ROOF SHEATHING ON A GABLE END SHALL BE 4 INCHES ON CENTER WITHIN 4 FEET OF THE O Koo 3 Typical Gable End Framing/Bracing Detail TGABLE TRUSS HAT4FOOTATHBLOCKINGFORALLEDGESWITHIN ,q. Gable End Bracing Detail (Vult < 160 MPH) THAT 4 FOOT AREA. E.1 Q SCALE: N.T.S. �C. � O SCALE: N.T.S.QQ L IR I^ 'RUSS f10NS BY -MUST TH FT )NS SIMPSON"HTT22B SIMPSON"HTT22 PRE-ENGINEERED WOOD GIRDER TRUSS, TYP. DBL. 2x WOOD TOP PLATE PER PLAN & SCHED., TYP. WOOD STUD COLUMN PER PLAN & SCHEDULE, TYP. SIMPSON"HTT2 01 5 Girder Truss 6 Girder Truss Bearing @ Wood Stud Wall 7 S17.38J SCALE: N.T.S. U7.30 SCALE: N.T.S. U7.3 ED WOOD , TYP. x WOOD TOP AS REQ'D., TYP. WUUU MAUCK PER PLAN & SCHEDULE, TYP. NOTE: G.C. TO COORDINATE HOLD DOWN LOCATIONS w/ TRUSS LAYOUT, TYP. PER -ENGINEERED GIRDER TRUSS MASONRY BOND BEAM OR CONCRETE BEAM PER PLAN, TYP. SIMPSON STRAP PER PLAN, TYP. DRILL & EPDXY HILTI "HAS" ROD (DIAMETER PER STRAP MANUF) w/ 6" MIN. EMBEDMENT. USE HILTI "HY-150" INJECTION ADHESIVE, TYP. Girder Truss Holddown @ Wood Header 8 Girder Truss Holddown SCALE: N.T.S. I S17. 3 Q SCALE: Y4" = 1'-0" ro U �V v 11 tA C In C ro a v L ++ ai �b'(0 V v 3 0 C L v v W b0 v W 4- 0 H ^v A v 3 Q J FORUME 0 a. m x ARCHITECTURE & U) z INTERIOR DESIGN, INC. I aRCIVE TURF I MrE FOORDESM N W 0 W 237 S. Westmonte Drive, Suite 220 i Altamonte Springs, FL 32714 ca 407.830.1400 W rc www.forumarchitecture.com W U Lu Zephyr Commons City of Zephyrhills, FL ! L COWIEPTS DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ap�pCipQ� � 4 0 0 0 a o 0 0211 d? 4 o L STAT OF Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02117/2022 PERMIT SET 0 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 11 Structural Sections In Details x W I— Z 00 W IY U W F- 2 U S17.38 af O tL ., 0 N N O t� CN O ro +., IA 'L 0 L TRUSS MANUF. TO PROVIDE TRUSS MANUF. TO PROVIDE VER ROOF SHEATHING & SLOPE % ROOF SHEATHING & SLOPE ! VERT. MEMBER OVER BEARING MEMBER OVER BEARING POINT, C FASTENERS PER PLAN, TYP. �— FASTENERS PER PLAN, TYP. 7— POINT, TYP. (U.N.O.) TYP. (U.N.O.) '-' C STRAP PER PLAN, TYP. STRAP PER PLAN, TYP. t 3 NAIL @ 6" O.C. w/ 6d COMMON NAILS NAIL @ 6" O.C. w/ / 6d COMMON NAILS TRUSS BRG. SEE PLAN TRUSS BRG. SEE PLAN v U ro TRUSS BRG. \J i TRUSS BRG. `J SEE PLAN SEE PLAN SIMPSON STRAP - - PRE-ENG. WOOD - - PRE-ENG. WOOD SIMPSON STRAP PER PRE-ENG WOOD SCHEDULE, TYP. PRE-ENG WOOD PER PLAN U ROOF TRUSS ROOF TRUSS TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. CONT. DBL. 2x WOOD (a 2x WOOD FASCIA PER ARCH. CONT. "BB-1" @ TOP 2x WOOD FASCIA PER ARCH. CONT. "BB-1" @ TOP CONT. DBL. 2x WOOD TOP PLATE, TYP. C DWGS w/ 2-8d COMMON - - OF WALL, TYP. \\ DWGS w/ 2-8d COMMON - - OF WALL, TYP. TOP PLATE, TYP. >. NAILS EACH TRUSS, TYP. NAILS EACH TRUSS, TYP. WOOD HEADER PER t B.O. LINTEL B.O. LINTEL WOOD STUD PER PLAN &SCHEDULE, TYP. O SEE ARCH. SEE ARCH. . , : 8" CMU w/ HORIZ. REINF. @ 16" O.C., TYP. (U.N.O.) SHEATHING PER SCHEDULE, TYP. PLAN & SCHEDULE, TYP. B.O. HEADER ARCH. AgkC WOOD STUD PER 8" CMU w/ HORIZ. REINF. @ PRE -CAST LINTEL PER VERT. REINF. PER PLAN &SCHED. PLAN & SCHEDULE, TYP. PLAN & SCHEDULE, TYP. SHEATHING PER SCHEDULE, TYP. WOOD JAMB BEYOND ro U VERT. REINF. PER PLAN & SCHED. 16 O.C., TYP. (U.N.O.) ��,/ STD. HOOK @TOP, TYP. 0 w/ STD. HOOK @ TOP, TYP. GLAZING PER ARCH. N L DWGS., TYP. +' .0 ri"""Truss Bearing @ CMU Wall r20*4 Truss Bearing @ Pre -Cast Lintel r3�Cont. Truss Bearing @ Wood Stud Wall r4"4Cont. Truss Bearing @ Wood Header v SCALE: %4" = 1'-0" S1 SCALE: %a" = 1'-0" 517. �C.39 SCALE: %4" = 1'-0" S1']f. SCALE: %a" = 1'-0" E / .3 J J J v v v ro 0 OCO PRE-ENG. WOOD .0 TRUSS 2x8 WOOD PLATE (FLAT) TRUSS MANUF. TO VERT. MEMBER OVER BEAIRING PRE-ENG. WOOD ROOF SHEATHING & SLOPPY @ 4'-0" O.C. w/ SIMPSON POINT, TYP. (U.N.O.) STRAP PER PLAN, TYP. TRUSS FASTENERS PER PLAN, TYP. E "A35" EITHER SIDE. SIMPSON "A35" 2x8 WOOD PLATE (FLAT) STRAP PER PLAN, TYP. j @ 24" O.C., TYP. @ 4'-0" O.C. w/ SIMPSON E "A35" EITHER SIDE. TRUSS BRG. NAIL @ 6" O.C. w/ 6d COMMON NAILS % v (2) �4'!7'� x 2%4' LONG LAG BOLTS EA. END SEE PLAN TRUSS BRG. SEE PLAN 0. SHEATHING PER _ _ PRE-ENG. WOOD 0 2x, TYP. SCHED., TYP. PRE-ENG WOOD _ CONT. "BB-1" @TOP 1 n (2) /4 0 x 2Y4 LONG _ _ CONT. "BB-1" @ TOP ROOF TRUSS ro WOOD STUD WALL PER _ TRUSS PER PLAN, TYP. OF WALL, TYP. LAG BOLTS EA. END OF WALL, TYP. 2x, TYP. 2x WOOD FASCIA PER ARCH. - CONT. "BB-1" @ TOP `; IV PLAN & SCHEDULE, TYP. DWGS w/ 2-8d COMMON , OF WALL, TYP. +j NAILS EACH TRUSS, TYP. 8" CMU w/ HORIZ. REINF. @ C NOTE: TRUSS MANUF. TO ACCOUNT 8" CMU w/ HORIZ. REINF. @ B.O. LINTEL' SEE ARCH. i 16" O.C., TYP. (U.N.O.) 3 FOR 6 KIP LATERAL LOAD ALONG 16" O.C., TYP. (U.N.O.) > TRUSS BOT. CHORD, TYP. VERT. REINF. PER PLAN & SCHED. PRE -CAST LINTEL PER VERT. REINF. PER PLAN & SCHED. 8" CMU w/ HORIZ. REINF. @ w/ STD. HOOK @ TOP, TYP. PLAN CHEDULE, TYP. 0, E NOT ALIGNED w/ WALL ALIGNED w/ WALL w/ STD. HOOK @TOP, TYP. 16" O.C., TYP. (U.N.O.) VERT. REINF. PER PLAN & SCHED. NOTE: TRUSS MANUF. TO ACCOUNT 0 w/ STD. HOOK @ TOP, TYP. FOR 6 KIP LATERAL LOAD ALONG TRUSS BOT. CHORD, TYP. u, Ko*'05 Shear Wall Connection @ Truss 6 Truss Bearing @ CMU Wall 7 Truss Parallel @ CMU Wall g Truss Bearing @ Pre -Cast Lintel a H SCALE: %a' = 1'-0" SCALE: Y4" = 1'-0" SCALE: %a' = 1'-0" S 17.39 SCALE: 3/4" = 1'-0" + L 0 0 NAIL @ 6" O.C. w/ ro 6d COMMON NAILS S}� �F�• SIMPSON "HETA16" TO Q0j 0. CONCRETE BEAM, TYP. 2x WOOD FASCIA PER ARCH. to DWGS w/ 2-8d COMMON NAILS EACH TRUSS, TYP. ROOF SHEATHING & ro ROOF SHEATHING & FASTENERS PER PLAN, TYP. rn C FASTENERS PER PLAN, TYP. SLOPE ro TRUSS MANUF. TO PROVIDE SIMPSON STRAP SLOPE VERT. MEMBER OVER BEARING PER PLAN, TYP. 6 POINT, TYP. (U.N.O.) NAIL @ 6" O.C. w/ TRUSS BRG. CONT. "RB-1" @TOP OF WALL, TYP. v 6d COMMON NAILS SEE PLAN PRE-ENG. WOOD 0 C Agk TRUSS BRG. ROOF TRUSS Y SEE PLAN 2x WOOD FASCIA PER VERT. REINF. PER PLAN & SCHED. :^ ARCH. DWGS w/ 2-8d WOOD HEADER PER w/ STD. HOOK @TOP, TYP. L v SIMPSON STRAP PER PRE-ENG WOOD SCHEDULE, TYP. COMMON NAILS EACH TRUSS, TYP. PLAN &SCHEDULE, TYP. C TRUSS PER PLAN, TYP. SHEATHING PER SCHEDULE, TYP. C CONT. DBL. 2x WOOD W TOP PLATE, TYP. b0 SHEATHING PER 8" CMU w/ HORIZ. REINF. ,;A 0) SCHEDULE, TYP. WOOD STUD PER @ 16 O.C., TYP. (U.N.O.) Ll PRE-ENG. WOOD 0 PLAN & SCHEDULE, ROOF TRUSS O1 t TYP. ++ 4- Stud rio Truss Bearing@Wood Header 11 Truss Bearing@CMU Wall 9 Roof Truss Bearing Wall ^ .0 �E.39 SCALE: 3/4' = 1'-0" S17.3 9 SCALE: %4' = 1'-0" v SCALE: %4' = 1'-0" J 0 ARCHITECTURE & A INTERIOR DESIGN, INC. R"RQ I AROfrlrCRM I MMMMMM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL _ MRAL CONCEPTS DESIGN 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM o o � 02�%�22 TAT C F� • �'�ooauouo�a�� Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggi ns, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: U Z Z U W W 0 a z� SHEET REVISIONS: W Z 06 W x D i- U W H U a 0 o tL � a 0 i- W W a 0 a W F- us N F z W 0 U i lY I W _ i- EDITED BY: RCS, TLW u SC&D PROJECT NO. 21-020 $ FORUM PROJECT NO. 4097 W 0 W S H 0 Structural Sections & Details x W I— z 00 W F U W f- 2 U S17-39 0 tL 0 N N O N I N N 0 12n'-01, 1 \Clubhouse -Foundation Plan 17.41 / SCALE: %" = 1'-0" ® Key Notes Clubhouse Foundation Plan 1. TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.) TOP OF CURB/ISLAND ELEVATION = U-0", TYP. (U.N.O.) 2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 10 MIL. VAPOR BARRIER OVER WELL COMPACTED SOIL, TYP. POST -TENSION FOUNDATION ALTERNATE: GENERAL CONTRACTOR MAY PROVIDE A MONOLITHIC POST -TENSION FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS ALTERNATE 1S USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT REINFORCING STEEL FOR CURWISLAND & SPREAD FOOTINGS MAY NOT BE OMITTED OR REDUCED. 3. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS. 4. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYPICAL CONTROL JOINT/ CONSTRUCTION JOINT DETAIL "2/S17.32", TYP. 5. RE-ENTRANT CORNER REINFORCEMENT: PROVIDE (2) #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB @ ALL RE-ENGTRANT CORNERS AS SHOWN, TYP. 6. EXPANSION JOINT: PROVIDE Y2" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER. 7. TYPICAL EXTERIOR LOAD -BEARING CMU WALLS (UP TO 14'-0"): PROVIDE 8" CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #5 VERT. REINF. STEEL IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, WALL ENDS, & @ 32" O.0 (MAX.), TYP. (U.N.O.) 8. TYPICAL INTERIOR/EXTERIOR LOAD -BEARING CMU WALLS (UP TO 15'-4"): PROVIDE 8" CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #6 VERT. REINF. STEEL IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, WALL ENDS, & @ 32" O.0 (MAX.), TYP. (U.N.O.) 9. TYPICAL INTERIOR/EXTERIOR LOAD -BEARING CMU WALLS (UP TO 22'-8"): PROVIDE 8" CMU (fm = 1,500 psi) SET IN RUNNING BOND w/ #6 VERT. REINF. STEEL IN SOLID GROUTED CELLS @ ALL CORNERS, INTERSECTIONS, WALL ENDS, & @ 24" O.0 (MAX.), TYP. (U.N.O.) 10. ALL STUD WALL SILL PLATES & OTHER MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 11. PROVIDE 6N6" (#2 S.Y.P.) WOOD POST BELOW GIRDER TRUSS w/ SIMPSON "ABU66" USING (1) Y8"O THREADED RODS DRILLED & EPDXIED (6" EMBED.) w/ HILTI "HY200" ADHESIVE TO CONCRETE, TYP. (U.N.O.) 12. HATCH INDICATES PAVERS @ EXTERIOR PATIOS. COORD. PAVER REQUIREMENTS w/ ARCH. & LANDSCAPE DWGS., TYP. 13. POOL EQUIPMENT AREA, SCREEN WALLS, & SITE WALLS. COORD. w/ ARCH., CIVIL, & LANDSCAPE DWGS., TYP. 14. 4" THICK (MIN.) CONCRETE STOOPS PER ARCH. DWGS., TYP. Typical Sheet Notes Clubhouse Foundation Plan A. SEE SHEET "S17.31" FOR GENERAL STRUCTURAL NOTES, TYP. B. COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. C. "MF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. REFER TO "9/S17.32" FOR CONCRETE FOOTING SCHEDULE, TYP. D. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE FOUNDATION. REFER TO "9/517.32" FOR CONCRETE FOOTING SCHEDULE, TYP E. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) SET IN RUNNING BOND w/ 9 GA. LADDER REINF. @ 16" O.C., TYP. SEE SHEET "S17.34" FOR TYPICAL MASONRY DETAILS. F. SEE SHEET "S17.35" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. Q)y .d ro �L _0 LL v r r �3 v U C ro L 0 U U ro ,0 r +-j 7 ro ro U 0 v r v C ,c L v 7 1n ro 0 U .0 G G C ,c v .0 ro V n. a ro v r +, r 3 Cn. G 0 U ++ U v 0 L a 1A r 4j L 0 4. 1A C 0 ro U 'U v a H C ro V1 C ro a v r v 00 v v 3 0 C t^ L v v C C W C N v 0 v r +-0 4. 0 H ^I1J y r +_j I 3 a J } Q] 0 W m 0 a a U z z Lu W 0 sx 0 a W z Z cc U z z W 0 O it W Z 03 W x I- U W H 2 U Q It 0 U_ FORUME ARCHITECTURE & INTERIOR DESIGN, INC. KNMW I SURE 1111TO ORDESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL CONCEPTS - DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM C. N °fie ®o°° TA ®F ✓��b� ° "L®R0'°= ONAL Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Clubhouse - Foundation Plan S17.41 Mil 19 N N O N `\ ZZ 0 I STRUCTURAL FASCIA PER TRUSS ENGINEEI y I STRUCTURAL FASCIA PER TRUSS ENGINEEI TRUSS BRG. VARIES +I tl mo m N (TDI i(Tt I04I PACrIA /IF DMT) 1 Pe _1 _3 I TRUSS BRG. VARIES I I TRUSS BRG. VARIES I 1 \Clubhouse -Roof Framing Plan 1 • 42/ SCALE: Y8" = V-0" RAL FASCIA (IF REQ'D.) S ENGINEER, TYP. BRG. 44"± BRG. 8"± RAL FASCIA (IF REQ'D.) i ENGINEER, TYP. RAL FASCIA (IF REQ'D.) > ENGINEER, TYP. BRG. 8"± to BRG. 4"± RAL FASCIA (IF REQ'D.) > ENGINEER, TYP. 0 Key Notes Clubhouse Roof Framing Plan 1. ROOF TRUSS BRG. ELEVATION = 14'-0", TYP. (U.N.O.) 2. PROVIDE "BB-1" SOLID GROUTED BOND BEAM @ LOW ROOF TRUSS BEARING (T.O.B. = 12'-0") PER PLAN, TYP. 3. PROVIDE "BB-1" SOLID GROUTED BOND BEAM T.O.B. = 14'-0", TYP. (U.N.O.) 4. PROVIDE "BB -I" SOLID GROUTED BOND BEAM T.O.B. = 15'-4", TYP. 5. PROVIDE "RB-I" SOLID GROUTED RAKED BEAM @ TOP OF SLOPED CMY WALLS (T.O.B. VARIES), TYP. 6. PROVIDE "BB -I" SOLID GROUTED BOND BEAM T.O.B. = 22-8", TYP. 7. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 8. SHEAR WALLS & TRUSSES: WHEN SHEAR WALLS ARE PARALLEL w/ ROOF OR FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEAR WALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER EACH SHEAR WALL w/ VERTICAL MEMBERS @ 16" O.C. MAX. ANCHOR TRUSSES TO SHEAR WALLS & DECK SHEATHING AS NOTED ON SHEET "S4.01" & SHEAR WALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH DEFLECTION OF SPANNING TRUSSES. 9. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE BEARING POINTS OF EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED & DETAILED. 10. ROOF TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN ROOF TRUSS AREA (IF REQ'D.), TYP. 11. ROOF SHEATHING: PROVIDE 5/" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP. 12. ROOF SHEATHING NAILING SCHEDULE: • NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT ALL RIDGES, HIPS,& VALLEYS. • NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. • UN -BLOCKED DIAPHRAGM, USE 8d RING SHANK or 10d COMMON NAILS w/ 1%" PENETRATION, TYP. 8. OVERFRAMING BY TRUSS ENGINEER. 9. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH WOOD SUPPORT OR SIMPSON "HETA16" @ EACH MASONRY SUPPORT, TYP. (U.N.O.) 10. TYPICAL 2-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH BEARING POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT3-SDS2.5" @ EACH BEARING POINT, TYP. (U.N.O.) 11. TRUSS MANUF. NOTE: REFER TO ARCH. & INTERIOR DESIGN DWGS. FOR CEILING ELEMENTS SUPPORTED BY THE ROOF TRUSSES. DESIGN TRUSSES FOR ADDITIONAL 5 PSF (MIN.) BOTTOM CHORD DEAD LOAD IN THESE AREAS. COORD. SPECIFIC DIMENSIONS, LOCATIONS, WEIGHTS, & DETAILING w/ ARCH. & INTERIOR DESIGN DRAWINGS, TYP. Typical Sheet Notes Clubhouse Roof Framing Plan A. SEE SHEET "S17.31" FOR GENERAL STRUCTURAL NOTES, TYP. B. COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. C. EXTERIOR WALL SHEATHING TO BE 7/6' CDX PLYWOOD or O.S.B. (PROVIDE IY32" P.T. PLYWOOD @ 1st 48" ABOVE SLAB) FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. D. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S17.36" FOR 1-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. E. SEE SHEET "S17.35" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP. F. SEE SHEET "S17.35" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. vi ro to ro v L 0 Q .0 L �3 U C L 0 U U ro 10 7 ro ro U 0 Q L Q C E L Q +r 0 U b0 C .D E E ,C Q ro U ,r a a ro Q .0 r n. E 0 U U Q 0 L a 1A t ++ L 4- IiA 0 ro U �U Q a H C ro C ro a Q L 4j Q to Q 3 0 C V 1A L Q Q C DO W C ,5 0 Q r 4-1 4. 0 4r to Q 0 3 Q uu FORUME 0 0� 0- ARCHITECTURE & N z INTERIOR DESIGN, INC. I QUIRE I NTE aMMSIGN N w 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL _. MURIALCOWE DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM We s TAT of ONAL Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, SET DISTRIBUTIONS: U Z 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 A W Clubhouse - 0 it It Roof Framing Plan W z 05 W U W H U S17.42 0 U_ 0 N N 0 N N 0 1A v 4-0IIA ,V Io '0 0 v .0 4-1 PLYWOOD ROOF DECK & PLYWOOD ROOF DECK & FASTENERS PER PLAN, TYP. v FASTENERS PER PLAN, TYP. U C 2x12 CANT. TRUSS TOP CHORD +I 2x12 BLOCKING @ 24" O.C. (MAX.) BETWEEN c0 2x12 TRUSS TOP CHORDS, TYP. - - +I 'O �loo 16.PER TRUSS ENGINEER, TYP. ^10° "--- - - _ - ' ►n } U U Adk T.O. CMU 17.43 " i. �'` -'�` T.O. CMU C EL.23'-4"± — — — — — — ----- ~"� — EL.2311 ,- +�+ o ' FORM & POUR PILASTER CAP . , Q '. w/ CONCRETE BEAM, TYP. 3 t a., i 111r, rl CONCRETE BEAM &REINF.1N ','/ ,-'"• CON COLUMN F�1 PER PLAN & SCHEDULE, TYP. N ,Y: ', &REI ER PLAN & T.O. CMU T.O. CMU SCH ULE, P. I EL.16'-0"± — i ° — — — — — — — — — — i — EL.16'-0"± — — — — — — — ly C i 4 T.O. CMU > T.O. CONC. BEAM EL 1411 EL. IT-4"± B.O. CONC. BEAM p v I SOLID GROUTED MASONRY PILASTER & REINF. PER PLAN, TYP. I i L T.O. CONC. BEAM _ ;v, EL. 9' 6"±% v B.O. CONC, BEAM SOLID GROUTED MASONRY PILASTER & REINF. PER PLAN, TYP. OJ 'II 0 U CONCR COLUMN &REI PE LAN & SC ULE, TYP. C T.O. CURB - FIN. GRADE PER CIVIL DWGS., TYP. EL. 1'-0"± .00 T.O. CURB _ _ T.O. CURI--- -tit B T.O. SLAB ' G EL. 0'-0" — — — — — 4 — — — — • —_ EL. 0' 0" EL 0' 0" -i — — — — , — — • - — — — ' . — .— - —777, — — I-1i—III__— _ I II. .II_III_ I � I I —III • I I —III I I _I I —I l a• I I°I _I I I I III— — _!—! 1=III-1—!=1— CONCRETE FOOTING &REINF. =i l — — 2'-8" 1'-6" 6'-0" 1'-4" 6'-4" 1'-4" 6'-0" 1'-6" 2'-8" CONCRETE FOOTING &REINF. PER PLAN & SCHEDULE, TYP. PER PLAN & SCHEDULE, TYP. _v .0 U a a Framing Elevation @ Front Patio 2 Framing Elevation @ Front Entry 17 43 SCALE: Y4" = V-0" 517.43 SCALE: Y4" = V-0" ,C . t3 n. E 0 U U v 0 L a 1A i L 0 0 4-0 SIMPSON "A35" BLOCKING TO (0 TOP OF CONCRETE BEAM, TYP. V PLYWOOD ROOF DECK & 4: FASTENERS PER PLAN, TYP. U a SIMPSON "HETA16" TO '^ PLYWOOD ROOF DECK & CONCRETE BEAM, TYP. 'O FASTENERS PER PLAN, TYP. C B.O. BEAM VARIES C +I 4 a M v B.O. BEAM DOVETAIL ANCHOR SLOT NO. 100 BY VARIES ++ +I v HECKMAN (OR ENGINEER APPROVED o � SUBSTITUTION). PRE-ENG WOOD TRUSS PER PLAN. TRUSS M 0 GROUT FILLED CELL xxx IF COLUMN IS CAST BEFORE DESIGNER TO PROVIDE 2x12 TOP CHORD MASONRY WALL IS RUN UP, 1" W. X 16 GA. GALVANIZED DOVETAIL @ CANTILEVER PER ARCH. DWGS., TYP. 0 C USE DOVETAIL ANCHORS. ANCHOR AT 16" O.C. (OR ENGINEER TRUSS PER PLAN, TYP. IRDER •' CEILING SHEATHING PER � APPROVED SUBSTITUTION) ARCH. DWGS., TYP. ATA 2x12 BLOCKING @ 24" O.C. (MAX.) BETWEEN 2x12 TRUSS i, TOP CHORDS. PROVIDE (3) 16d END NAILS, TYP. EACH END PRE-ENG WOOD TRUSS PER PLAN. TRUSS v `i DESIGNER TO PROVIDE 2x12 TOP CHORD Al TRUSS TO TRUSS PRE-ENG WOOD GIRDER AdkTRUSS PER PLAN, TYP. C B.O. BEAM ON TRUSSES EITHER SIDE OF BEAM, TYP. B.O. BEAM ° • CONNECTIONS PER n n VARIES VARIES TRUSS ENGINEER, TYP. C 1Y2 CLEAR COVER 7� ± W 9 GA. GALVANIZED JOINT "CB-04" CONCRETE BEAM "CB-03" CONCRETE BEAM C IF MASONRY IS CAST BEFORE REINFORCING AT 16" O.C. PER PLAN & SCHEDULE, TYP. PER PLAN & SCHEDULE, TYP. C COLUMN, EXTEND JOINT REINFORCING 8" INTO COLUMN. DOOR & CONNECTIONS 'Q1 PER ARCH. DWGS., TYP, Q v 4. 3 Column/CMU Anchorage Detail q. Concrete Beam Section @ Entry 5 Concrete Beam Section @ Entry ° v 5 SCALE: Y4' = V-0" SCALE: Y4" = V-0" SCALE: %4" = V-0" 1) 17.43 S17.43 517.43 C r 0 3 Q J FORUME 0 0. m O W F m S ARCHITECTURE & 9 z INTERIOR DESIGN, INC. W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 W www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL & DESI ?4 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 . FAX 407/682-2386 WWW.SCD-ENG.COM ERISF°°°��✓��®® ®® OF NAL rrelle��e� Robert C. Scroggins, P.E. FL Registration No. 56158 is document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date d/or Time Stamp shown using a digital signature. Printed copies of this document are not nsidered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT N0. 4097 IT FA W Structural Sections & 0 I Details w l- z 00 n U S17.43 Ix 0 LL 9 ROOF SHEATHING & FASTENERS PER PLAN, TYP. TRUSS BRG. EL. 14'-0"± TRUSS BRG, EL. 16'-0"± TRUSS BRG. EL. 14'-0"± SLOPE I i PRE-ENG WOOD TRUSS PER PLAN, TYP. PRE-ENG WOOD TRUSS PER PLAN, TYP. VERT. REINF. PER PLAN & SCHED. w/ STD. HOOK @ TOP, TYP. TRUSS -TO -TRUSS CONNECTION BY TRUSS ENGINEER, TYP. TRUSS -TO -TRUSS CONNECTION BY TRUSS ENGINEER, TYP. PRE-ENG WOOD GIRDER TRUSS PER PLAN, TYP. NOTE: TRUSS PROFILES ARE GENERIC IN NATURE. REFER TO ARCH. DWGS. FOR SPECIFIC INFORMATION. IF ENERGY HEEL TRUSSES ARE USED w/ HEEL DIMENSION OVER 17 @ SHEARWALL LOCATIONS, CONTRACTOR TO PROVIDE TRUSS SHEAR BLOCKING, TYP. ROOF SHEATHING & FASTENERS PER PLAN, TYP. PRE-ENG WOOD TRUSS PER PLAN, TYP. 1 Truss Bearing Section @ Leasing/Reception SCALE: Y2" = V-0" 17.44 NOTE: TRUSS PROFILES ARE GENERIC IN NATURE, REFER TO ARCH. DWGS. FOR SPECIFIC INFORMATION. IF ENERGY HEEL TRUSSES ARE USED w/ HEEL DIMENSION OVER IT @ SHEARWALL LOCATIONS, CONTRACTOR TO PROVIDE TRUSS SHEAR BLOCKING, TYP. P PER PLAN, TYP. CONT. "BB-1" @ TOP OF WALL, TYP. 8" CMU w/ HORIZ. REINF. @ 16" O.C., TYP. (U.N.O.) 517.' ROOF SHEATHING & FASTENERS PER PLAN, TYP. 'RE-ENG WOOD TRUSS PER PLAN, TYP. TRUSS ENGINEER TO PROVIDE 2x12 TOP CHORD ON TRUSSES LOCATED ADJACENT TO FRONT/REAR ENTRY CONCRETE FRAMES, TYP. Truss Bearing Section @ Leasing/Reception SCALE: %" = V-0" O VERT. REINF. PER PLAN & SCHED. w/ STD. HOOK @ TOP, TYP. CONT. "BB-1" @ TRUSS BEARING ELEV., TYP. VERT. REINF. PER PLAN & SCHED. w/ STD. HOOK @ TOP, TYP. CONT. "BB-1" @ TRUSS BEARING ELEV., TYP. STRAP PER PLAN, TYP. OIL TRUSS BRG. EL.25-4"± CONT. "BB-1" @ TOP OF WALL, TYP. 8" CMU w/ HORIZ. REINF. @ 16" O.C., TYP. (U.N.O.) ROOF SHEATHING & FASTENERS PER PLAN, TYP. TRUSS BRG. EL. 14'-0"± PRE-ENG WOOD TRUSS PER PLAN, TYP. TRUSS ENGINEER TO PROVIDE 2x12 CANT. TOP CHORD, TYP. STRAP PER PLAN, TYP. TRUSS BRG. EL. 25'-4"± CONT. "BB-1" @ TOP OF WALL, TYP. 8" CMU w/ HORIZ. REINF. @ 16" O.C., TYP. (U.N.O.) ROOF SHEATHING & FASTENERS PER PLAN, TYP. PRE-ENG WOOD TRUSS PER PLAN, TYP. TRUSS BRG. EL. 14'-0"± vi +.1 ro +j V1 v �L 0 N .0 +r ,C ,3 01 U C ro 'U L. 0 V U ro L 0 .0 +j ro ro U 0 o, r '0 OJ C ,E L v 4-1 tA to 0 U E E �C ro U a a ro v r J: 3 n. E 0 U v 0 L a L L 0- 0 ro U �U a to ro H C ro a v .0 +0 6 00 v 3 0 C V 1A L v v C C W C 00 OJ 0 a, C W 4. 0 ,0 Nip +J i 0 � 3 Q J } m W t: FORUME 03 Ir a. ARCHITECTURE & N U z z W 0 O 11 W z Go W U W x U :) 0 tL 0 IN 1 CRIVR UCJIVIV, IIVIr. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL 1 DESIGN 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®®0`119919//1// ®ve®` C. SCj?0� ®®®®® 1 ® o° � a ® TA OF � °,mac®�a®�,�•��`�o��` a`® Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Sooggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S17.44 4 N T 1i 16'-8" V-012" T.O. SLAB ao M W a 3 W a O to 0 " o aco UJI a O 0) 2'-211T 4'-8" X-7" 41-8" 10 V-6112" c VARIES 0,-0" o co Y-0" 11'-4"T.O. SLAB I, 41249 AN GC TO COORDINATE ALL FLOOR DRAINS AND FLOOR OUTLETS WITH ID PRIOR TO POURING SLAB. SHEET NOTES A REFER TO SHEET Al7.01 FOR GENERAL NOTES B REFER TO STRUCTURAL DRAWINGS FOR FURTHER DETAILS C FIXTURES ARE SHOWN FOR GENERAL LOCATION ONLY D SMOOTH FINISH ALL INTERIOR SLAB SURFACES, BROOM FINISH ALL EXTERIOR SLAB SURFACES E TYPICAL SLAB HEIGHT V-0" UNO F DIMENSIONS SHOWN ARE TO EDGE OF SLAB, SLAB STEPS OR CHANGES IN SLOPE OF SLAB G TYPICAL SLAB OFFSET FROM FRAMING 1/2" LINO H CONTRACTOR TO FIELD COORDINATE RAIN CUT PER GARAGE DOOR WIDTH I CONTRACTOR TO ENSURE AN EVEN TRANSITION AT EXTERIOR DOOR THRESHOLD TO TOP OF PAVER CONDITIONS J CONTRACTOR TO COORDINATE ALL FLOOR DRAINS AND FLOOR OUTLETS WITH ID PRIOR TO POURING SLAB 0 KEY NOTES 01 FLOOR DRAIN - SLOPE SLAB TO DRAIN 1/8" PER FOOT 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS. 03 1/2" RAIN CUT 04 SIDEWALK AT STAIR LANDING PER CIVIL GRADING PLAN; 2% MAX. SLOPE FOR MIN 42" AWAY FROM STAIR 05 PER GC, WALK TO BE POURED SEPERATE FROM THE BUILDING BY THE SIDEWALK CONTRACTOR. PROVIDE 1/20 COMPRESSIBLE FILLER BETWEEN SLABS LEGEND INDICATES LEVEL SLAB TO SLOPED SLAB X INDICATES STEP IN SLAB INDICATES PAVERS LOCATIO INTERIOR LOAD BEARING FIRE RATED WALLS COORDINATE W/ STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID ® DATA/PHONE FLOOR OUTLET PER ID FRAMING OFFSET DETAILS EDGE( ED, EDGE OF EDGE 0 a Gi ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 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% DD Set 12/23/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Architectural Slab Plan Enlarged Slab Control Plan Mail 1 /4" = 1'-0" Slab Control Plan Clubhouse 1 /8" = 1'-0" Al 7.20 4 is 11'-4" 31'-4" 29'-4" 29'-4" 3'4" 221-8" .q. 131'-4" 3'4" I. 5'4" 8'-4" 39'-4" 10'-0" 20'-0" 9-0" V-0" I 4'-4" 5'-8" 6-8" 4'-4" CV — — — — — — — — — — — — — — — — N Y-7 I II T-2" 9'-2" 8'-8" 13'-6" T46" T-F 0 12-6" o I II 011 I II 1 II 1 F_ 4 F_ II II 60'-8 791/2 9.51/2 40-0 II II I _ F_ 5'-21/4" 1 � I I cc ` 8'-6" 1 I1 1 i t N I I I—� L__ J L9 L---------_j F 2 4 2'-3112" 6'-0" 16'-4" I I 7'-41/2" 28'-8' 1 2'-41/2" �'-0 3/4" 9'-0 �/2"0 3P-4" LO �7- El- I N O X X S �11 4 co 1 N I I1 L _ '-2" — — — —j, I I _ 4'-9" 4-9 13-8 13-0 T-2 T-01/2 7 2'-8 2 23 21/2 4 91/Z" CV Q X T 1 !- t y _i �: 77 Cn L — 3'1/4" 21-8 lJ'" — J z II II " N , Q � — — r- N 7'-41/2" � 6'-31/2" 1 1 L_J 11 II i C1 47 � I rnt I 14'-2" r_6 T-0" I 13-0" CV ZC — s O Y-0" � 1114" � Y-0" 7'-8" % T-0" � 3'4" L 27-8" L 3'-4" L V-10" % T-8" % 9'-6" % 9'-0" % 7'4" 1, 4'-4" `k 6-8" 1T-4" 101-8" 14'-8" L 29-4" L 39-4" 131'-4" 20'-0" V-8" T- 4'-4" SHEET NOTES A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, UNO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS IN FIELD PRIOR TO INSTALLATION KEY NOTES 01 LOW WALL 02 2x8 WALL - REFER TO STRUCTURAL 03 HI/LOW WATER COOLER WITH BOTTLE FILL 04 COFFEE BAR PER ID / OWNER 05 WATER HEATER 06 MOP SINK 07 HVAC - REFER TO MECHANICAL PLANS 08 WALL HUNG ADA COMPLIANT LAVATORY 09 ADA COMPLIANT WATER CLOSET 10 WALL MOUNTED URINAL 11 30"x48" CLEAR FLOOR SPACE 12 36"x48" CLEAR FLOOR SPACE 13 60"x60" CLEAR FLOOR SPACE 14 60" 0 CLEAR FLOOR SPACE 15 WALL MOUNTED SOAP DISPENSER, CONTROL MAXIMUM 48" AFF 16 TOILET PAPER DISPENSER 17 WALL MOUNTED DIAPER CHANGING STATION 18 COUNTERTOP UNDER MOUNT LAVATORY 19 42" GRAB BAR 20 36" GRAB BAR 21 COUNTERTOP PER ID 22 RESTROOM STALL PARTITION 23 FLOOR DRAIN - REFER TO PLUMBING, REFER TO SLAB CONTROL PLAN FOR SLAB SLOPES WJERE APPLICABLE 24 PRINTER 25 WORK COUNTER / DESK TO BE COORDINATED WITH ID 26 COUNTER WORK SURFACE, UPPER AND/OR LOWER CABINET PER INTERIORS - PROVIDE APPLICABLE ACCESSIBILITY REQUIREMENTS, COUNTER HEIGHTS AND MANEUVERING SPACE 27 MILLWORK PER ID / OWNER 28 4" STUD WALL 29 SINK 30 FEMININE NAPKIN DISPENSER 31 TILT MIRROR, BOTTOM OF REFLECTIVE SURFACE 40" MAXIMUM AFF 32 MIRROR - WIDTH TO MATCH COUNTERTOP 33 LIGHT FIXTURE 34 WALL MOUNTED HAND DRYER 35 PANTRY - PER INTERIOR DESIGN 36 UNDER COUNTER DISHWASHER 37 FINISHED END / SUPPORT PANEL LEGEND FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID ® DATA/PHONE FLOOR OUTLET PER ID FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 SET DISTRIRl1TIONS- 0 SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - First Floor Dimension Plan First Floor Dimension Plan 1 /8" = 1'-0" Al 7.21 0 FINISH SCHEDULE SHEET NOTES (Al L - - -- -- = L I I r- 15 MENS 21 21 I OMENS L — — —— 18— L L 18 J 11 11 W1r17 ---- 22 12 16 10 09 22 L 11 �---- ----� 11 23 — Q ¢ _ 23 08 = -- —= 08\\ --� 14 1114 \- 13 I 1 13 �20 I i � I 20� Enlaraed Restroom Plan 1 /4" = 1'-Ott FLOOR BASE WALL CEILING o LU c 22 z a a a g a o o u w w m N m m 0 E U w rcL a w m m Z m J w m t o g w z0 3 � R z % � F= � � � z AREA NAME 1 2 3 4 5 1 12 3 4 1 2 3 4 1 2 3 4 COMMENTS ENTRY PORCH 2 4 2 2 LOBBY / RECEPTION 4 1 1 1 3 LEASING OFFICES 1& 2 5 1 1 1 BREAK / WORK 1 4 1 1 1 1 1 1 1 1 1 1 MECH. ROOMS 2 1 1 1 1 1 1 CLUBROOM 4 5 1 1 3 1 3 TILE ACCENT WALLS PER ID CONFERENCE 5 1 1 1 FOCUS ROOMS 5 1 1 1 RESTROOMS 4 1 1 4 1 3 1 FITNESS 1 1 1 1 3 MIRROR ON WALLS PER ID SPIN / YOGA 1 1 1 1 MIRROR ON WALLS PER ID VERANDA 3 4 2 2 MAIL 2 4 2 2 PACKAGE 2 1 1 1 NOTES: ALL FINISHES PER ID CLOSET FINISHES TO MATCH THE ROOM THEY ARE IN, UNO ALL COLORS / TEXTURES PER OWNER SEALER IS RECOMMENDED AT ALL EXTERIOR LIGHTWEIGHT CONCRETE APPLICATIONS FOR ADDITIONAL WATERPROOFING - OPTIONAL SCHEDULE IS PRELIMINARY FOR PRICING. GC TO VERIFY ALL FINISHES. LAYOUTS & LOCATIONS WITH OWNER A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET Al7.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, UNO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS IN FIELD PRIOR TO INSTALLATION E KEY NOTES 01 LOW WALL 02 2x8 WALL - REFER TO STRUCTURAL 03 HVLOW WATER COOLER WITH BOTTLE FILL 04 COFFEE BAR PER ID / OWNER 05 WATER HEATER 06 MOP SINK 07 HVAC - REFER TO MECHANICAL PLANS 08 WALL HUNG ADA COMPLIANT LAVATORY 09 ADA COMPLIANT WATER CLOSET 10 WALL MOUNTED URINAL 11 30"x48" CLEAR FLOOR SPACE 12 36"x48" CLEAR FLOOR SPACE 13 60"40" CLEAR FLOOR SPACE 14 60" 0 CLEAR FLOOR SPACE 15 WALL MOUNTED SOAP DISPENSER, CONTROL MAXIMUM 48" AFF 16 TOILET PAPER DISPENSER 17 WALL MOUNTED DIAPER CHANGING STATION 18 COUNTERTOP UNDER MOUNT LAVATORY 19 42" GRAB BAR 20 36" GRAB BAR 21 COUNTERTOP PER ID 22 RESTROOM STALL PARTITION 23 FLOOR DRAIN - REFER TO PLUMBING, REFER TO SLAB CONTROL PLAN FOR SLAB SLOPES WJERE APPLICABLE 24 PRINTER 25 WORK COUNTER / DESK TO BE COORDINATED WITH ID 26 COUNTER WORK SURFACE, UPPER AND/OR LOWER CABINET PER INTERIORS - PROVIDE APPLICABLE ACCESSIBILITY REQUIREMENTS, COUNTER HEIGHTS AND MANEUVERING SPACE 27 MILLWORK PER ID / OWNER 28 4" STUD WALL 29 SINK 30 FEMININE NAPKIN DISPENSER 31 TILT MIRROR, BOTTOM OF REFLECTIVE SURFACE 40" MAXIMUM AFF 32 MIRROR - WIDTH TO MATCH COUNTERTOP 33 LIGHT FIXTURE 34 WALL MOUNTED HAND DRYER 35 PANTRY - PER INTERIOR DESIGN 36 UNDER COUNTER DISHWASHER 37 FINISHED END / SUPPORT PANEL LEGEND FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID ® DATAIPHONE FLOOR OUTLET PER ID FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - First Floor Note Plan & Finish Schedule First Floor Note Plan 1/8" = 1'-0" Al 7.22 co 0 u iu U 0 BUILDING: Clubhouse ATTIC SPACE: B 0 BUILDING: Clubhouse ATTIC SPACE: A SHEET NOTES REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 4014 SF Attic area (Including Soffit): 6275 SF A REFER TO SHEET A17.01 FOR GENERAL NOTES NFA read (Attic Area / 300): 13.38 SF NFA reqd (Attic Area / 300): 20.92 SF Total reqd ventilation area in SI (Net Free Area X 144): 1926.72 SI Total reqd ventilation area in SI (Net Free Area X 144): 3012.00 SI B REFER TO SHEETS Al7.11 FOR CONSTRUCTION ASSEMBLIES Upper portion reqd (Total Reqd Vent Area X 50%): 963.36 SI Upper portion read (Total Reqd Vent Area X 50%): 1506.00 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 963.36 SI Lower portion read (Total Reqd Vent Area - Upper Portion): 1506.00 SI C ALL ROOF SLOPES TO BE 4:12, U.N.O. PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER D ALL ROOF OVERHANGS SHALL BE 2'-0", U.N.O. ( 0) 4 R Tamco Off -Ridge Vents X 138 Sltvent = 0.00 SI (1) 4 R Tamco Off -Ridge Vents X 138 SI/vent = 138.00 SI ( 3) 6 R Tamco Off -Ridge Vents X 210 SI/vent = 630.00 SI ( 3) 6 R Tamco Off -Ridge Vents X 210 SI/vent = 630.00 SI E ROOF VENTILATION CALCULATIONS BASED ON O'HAGIN FLAT TILE Total Provided: 630.00 SI Total Provided: 768.00 SI VENTS, ANY SUBSTITUTION TO BE SUBMITTED TO ARCHITECT PRIOR FOR PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER APPROVAL Mfr. Tamlyn Model: 2" Snapvent Mfr: Tamlyn Model: 2" Snapvent F SOFFIT VENT MATERIAL TO PROVIDE MINIMUM NET FREE AREA AS Total LF of soffit to be installed: 38 LF Total LF of soffit to be installed: 86 LF LISTED UNDER "LOWER PORTION REQUIRED" UNDER ROOF VENT Sq. in. NFA per LF of soffit: 9 / LF Sq. In. NFA per LF of soffit: 9 / LF CALCULATIONS Total provided: 342.00 SI Total provided: 774.00 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER G GUTTER AND DOWNSPOUTS LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY, AND LOCATIONS W/ CIVIL. Mfr.Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 108 LF Total LF of soffit to be installed: 168 LF Sq. In. NFA per LF of soffit: 91 LF Sq. In. NFA per LF of soffit: 9 / LF KEY NOTES Total provided: 972.00 SI Total provided: 1512.00 SI 01 ROOF PER ASSEMBLY 02 GUTTER: ALUM SEAMLESS OGEE STYLE 03 SOFFIT STRIP VENTING. CENTER AS REQUIRED. LEGEND >:,11 22"46" 1-HOUR RATED ATTIC ACCESS PANEL W/ LOCK I= DOWNSPOUT [0] OFF -RIDGE VENT KEY PLAN 10 L� 0 Z FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 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% DD Set 12123/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Roof Plan Roof Plan Clubhouse 1 /8" = 1'-01 1 a Al 7.23 3 m a FORUME a e ARCHITECTURE & — — — — , INTERIOR DESIGN, INC. FLUSH CONTROL SHALL BE ON 54"MIN I I z_ z_ I I I z ;� >v THE OPEN SIDE OF THE TOILET I S I I co 24" 12" 12" 42" MIN 22" I I 24"MIN MIN MIN MAX 237 S. Westmonte Drive, Suite 220 -----J-- L-- o 32" Altamonte Springs, FL 32714 MINMI1E�,, AR MINA C� F- — — — — — — — — — — — c 407.830.1400 I POCKET OR HINGE APPROACH STOP OR LATCH APPROACH FRONT APPROACH AR97193 w , www.forumarchitecture.com z Z 12" MIN IF DOOR HAS r z % BOTH CLOSER & LATCH F — — — — — --F — — — — — -I — — — — I 2 I I I I I I I z I— --- a0 S 60"MIN Zephyr 16" -18" 7" - 9' I I 18" MINI ;' ;' 12"MIN I 8" MINI O° m X I X- I X Commons Water Closet Grab Bar Mountin ADA 2010 - - - - - - - - Change in Levels ADA 2010 Alcove Clearance ADA 2010 Apartments 19 1 /2" = 1'-0" 10 NTS 5 Parallel Approach 1 /2" = 1'-0" p FRONT APPROACH PUSH SIDE FRONT APPROACH, PULL SIDE PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH PULL SIDE o 15"MIN50 MAX BOTH CLOSER AND LATCH 931/2" MIN r---------1 131/2"MIN � 4> — — — — — — f ----I On E 4> I I � z 24� "MIN ,, I v 24 MIN X F* I "MIN 1 " � I _--_—�� � ___ City ofZephyrhills, FL CLEAR c 02/17/2022 ,aKaren V McIntyre yre � 11"MIN KNEE CLEARANCE AT r ABOVE FLOOR AR0017018 17" WATER COOLER LATCH APPROACH, PUSH SIDE, LATCH APPROACH, PULL SIDE, HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE, DOOR — — — — — — J E * OF F Y=48" MIN IF DOOR HAS CLOSER *Y=54" MIN IF DOOR HAS CLOSER X=36" MIN IF Y=W *Y=48" MIN IF BOTH CLOSER WALL HUNG TYPE STALL TYPE 36" MIN F.••..• X=42" MIN IF Y=54" AND LATCH PROVIDED .0 M fir • 9 Hi/Lo Water Cooler Requirements Maneuvering Clearance0 1 ADA 2010 at Doors ADA 2010 of Urinals ADA 2010 Alcove Clearance ADA 2010 � A , 8'18 ;• 1 /2" = 1'-0" 14 1 /4" = 1'-0" 9 1 /2" = 1'-0" Forward Approach 1 /2" = 1'-0" 1 ' 1. TEXTURE BOTH BACK & SIDE WALLS RED A� BEFORE INSTALLING CABINET. WALLS TO do BE PAINTED AFTER CABINET IS REMOVED. c 2. INSTALL FLOORING CONTINUOUS BEFORE 8' MIN COUNTERTOP, INSTALL WOOD INSTALLING CABINET �" CONTROL m WALL CLEATS ON BACK &SIDE 3. INSTALL PIPE INSULATION OR PROTECTION - OR OUTLET WALLS TO SUPPORT TOP WHEN �� PANEL AFTER CABINET IS REMOVED " c CABINET IS REMOVED p - 9• w STANDARD 240 0 251/2' MAX z DEEP CABINET 20 i COUNTERTOP 251/2" MAX c INSTALL SUPPORT BRACKET & APRON r • COUNTERTOP - - - - - m i STANDARD CABINET, MODIFY BACK N I o: ;�, STANDARD 24" PANEL SUCH THAT CABINET MAY BE i i a, "' I DEEP CABINET CONTROL a SET DISTRIBUTIONS: BASE TRIM INSTALLED & FINISHED ;`� EASILY REMOVED TO PROVIDE KNEE 11/24/21 100% DD Set TO MATCH EXISTING AFTER i i SPACE WHEN REQUESTED BY TENANT I OR OUTLET 12123/21 Owner Review Set CABINET IS REMOVED • 11" 6" i MIN I— —I i 02/17/22 Permit Set i 30" MIN S \ r TOILET PAPER FEMININE NAPKIN SOAP PAPER TOWEL / AUTOMATIC BABY CHANGING SECTION PLAN c DISPENSER DISPOSAL DISPENSER WASTE RECEPTACLE HAND DRYER TABLE 0 Removable Vanity Cabinet ADA 2010 Accessory Locations ADA 2010 R Clearances ADA 2010 Control Locations ADA 2010 1 Provide Knee Space Per Requirements On This Sheet 1/2" = 1'-0" 1 Dimensions to CL of Dispenser or Disposal 1/211= 1'-0" Knee &Toe 1/2" = 1'-0" Side Reach Over Obstructions 1/2" = 1'-0" c 36" �� S 24" 12" MIN REACH REQUIRED z (� 1 SINKMEAWITH MAXIMUM M TOP OF COUNTER, SHEET REVISIONS: p z 92 REAR DRAIN PREFERRED 8 N h N H Z / o PIPE PROTECTION & Ll % o9 i APPEARANCE PANEL E z U. • o I 2 z " & ADJACENT CABINETS, WALL, ` a C I I A 21k Sk oU. AND FLOOR MUST BE FINISHED w /-------� L---------_1 1010" - 10 >10"-24'MAX $a 110MIN 6" TO MATCH " o SMOOTH SURFACE UNOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH m Side Reach with Obstruction ADA 2010 Side Reach ADA 2010 Knee Space ADA 2010 Door Surfaces ADA 2010 $ 16 Kitchen Sink 1 /2" = 1'-0" 12 1 /2" = 1'-0" 7 Roll -Under Sink 1 /2" = 1'-0" Operable Parts -Vision Lights 1 /2" = 1'-0" c W MIRROR m E MIN REACH REQUIRED PROVIDE PIPE PROTECTION 20" MAX >20" - 25" MAX FOR DRAIN & HOT WATER SUPPLY v 17" MIN W/ PIPE INSULATION OR m VANITY COUNTERTOP PER PLAN REMOVABLE PANEL 32• 32• PROJECT N0. 4097 W T MIN CLEAR MIN CLEAR °C Y O APRON o z o Y 05i N i i Y 55 MEASURED BETWEEN z — w Z THE FACE OF DOOR Z Clubhouse ¢ AND STOP, WITH THE `� 0 o / _ DOOR OPEN 90*. W w N o 5 \ N Z fY Z NW>> " " z v o� in 0� �LL how Ow � N w � Z Florida Accessibility I U \— MINIMUM SPACE AREA N__cg � Code 2020 0 48" 11' 6" LLo 0 o MIN o o H SECTION VIEW ~ ~ PLAN VIEW UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH 25" MAX SUPPORT BRACKET � Clear Floor Space ADA 2010 Forward Reach Knee Space ADA 2010ADA 2010 Clear at Doors ADA 2010 � A 17.24 15 At Kitchenettes and Wet Bars 1 /2" = 1'-0" 11 1 /2" = 1'-0" 6 Roll -Under Vanity /Lavatory 1 /2" = 1'-0" 1 1 /2" = 1'-0" 0 SHEET NOTES MICROWAVE 19 20 16 30 37 O D621 636 B36 D021 B33 Enlarged Elevations at Kitchenette Wall 22 33 31 32 15 18 34 15 7Z 08 OB 10 LE Women's Restrooms Elevations CJ O 3/8" = 1'-0" 3/8" = 1'-0" A REFER TO SHEET Al7.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, UNO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, 8 DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS IN FIELD PRIOR TO INSTALLATION N KEY NOTES 01 LOW WALL 02 2x8 WALL - REFER TO STRUCTURAL 03 HI/LOW WATER COOLER WITH BOTTLE FILL 04 COFFEE BAR PER ID / OWNER 05 WATER HEATER 06 MOP SINK 07 HVAC - REFER TO MECHANICAL PLANS 08 WALL HUNG ADA COMPLIANT LAVATORY 09 ADA COMPLIANT WATER CLOSET 10 WALL MOUNTED URINAL 11 30"x48" CLEAR FLOOR SPACE 12 36"x48" CLEAR FLOOR SPACE 13 60"x60" CLEAR FLOOR SPACE 14 60" 0 CLEAR FLOOR SPACE 15 WALL MOUNTED SOAP DISPENSER, CONTROL MAXIMUM 48" AFF 16 TOILET PAPER DISPENSER 17 WALL MOUNTED DIAPER CHANGING STATION 18 COUNTERTOP UNDER MOUNT LAVATORY 19 42" GRAB BAR 20 36" GRAB BAR 21 COUNTERTOP PER ID 22 RESTROOM STALL PARTITION 23 FLOOR DRAIN - REFER TO PLUMBING, REFER TO SLAB CONTROL PLAN FOR SLAB SLOPES WJERE APPLICABLE 24 PRINTER 25 WORK COUNTER I DESK TO BE COORDINATED WITH ID 26 COUNTER WORK SURFACE, UPPER AND/OR LOWER CABINET PER INTERIORS - PROVIDE APPLICABLE ACCESSIBILITY REQUIREMENTS, COUNTER HEIGHTS AND MANEUVERING SPACE 27 MILLWORK PER ID / OWNER 28 4" STUD WALL 29 SINK 30 FEMININE NAPKIN DISPENSER 31 TILT MIRROR, BOTTOM OF REFLECTIVE SURFACE 40" MAXIMUM AFF 32 MIRROR - WIDTH TO MATCH COUNTERTOP 33 LIGHT FIXTURE 34 WALL MOUNTED HAND DRYER 35 PANTRY - PER INTERIOR DESIGN 36 UNDER COUNTER DISHWASHER 37 FINISHED END / SUPPORT PANEL LEGEND FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID IS DATAIPHONE FLOOR OUTLET PER ID 3 FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V Mclntvre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Interior Elevations Men's Restrooms Elevations 3/8" = 1'-0" Al 7.25 SHEET NOTES v v v A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, LINO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS IN FIELD PRIOR TO INSTALLATION E KEY NOTES 01 AUTH-FLORENCE FRONT LOADING MAILBOXES 28 x 4CADD-09 = 252 MAILBOXES & 56 PARCELS. MAILBOXES FOR ALL GROUND FLOOR UNITS ALL UNITS IN THE BUILDINGS HAVING ELEVATORS, AND ALL PARCEL BOXES SHALL BE INSTALLED / ASSIGNED SUCH THAT THEY ARE AT A HEIGHT LESS THAN 48" TO THE KEYLOCK, AS INDICATED ON THE DRAWINGS (WHILE MAINTAINING THE REQUIRED 15- MIN TO BOTTOM OF PARCEL BOXES AND 280 MIN TO BOTTOM OF MAILBOXES 02 DOOR PER SCHEDULE 03 WINDOW PER SCHEDULE 04 SOLID SURFACE COUNTERTOP Q 34" AFF. MINIMUM 36- LONG WITH HOLE AND TRASH BIN BELOW 05 FIBER CEMENT TRIM 0 MAIL KIOSK o 0 o 0 N co � s a FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V Mclntvre SET DISTRIBUTIONS: 0 SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Mailroom Interior Elevations Men's Restrooms Elevations 3/8" = 1'-0" Al 7.26 31/2' 31/2' 31/2' r, i i m P P O O O A C Rear Elevation Clubhouse 1/8" = 1'-0" SHEET NOTES A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET Al7.11 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A17.91 AND A17.92 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES D ALL ROOF SLOPES TO BE 4:12, UNO, REFER TO ROOF PLANS FOR OTHER INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM E ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE F ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT PLASTER TO BE BRUSH FINISH TEXTURE G ALL EXTERIOR TRIM BANDS, FINISHES, AND COLORS TRANSITIONS TO RETURN TO INTERIOR CORNERS, COLUMN TRIMS, FLASHING, ETC. TO BE CONTINUOUS AROUND ALL SIDES OF THE COLUMN / PILASTER, REFER TO SECTIONS FOR FLASHING DETAILS, ALL EXTERIOR COLORS TO BE SELECTED BY OWNER, UNO H CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS FOR DETAILS I CONTROL JOINTS TO BE INSTALLED AS INDICATED IN THE ELEVATIONS, PER SPECIFICATION SECTION 092400, PER ASTM C 1063 AND IN MANUFACTURER RECOMMENDED LOCATIONS, INCLUDING TOP OF FINISH FLOOR AND AT SUBSTRATE CHANGES E KEYNOTES 01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 02 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8 WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER. 03 ALUMINUM GUTTERS AND DOWNSPOUTS, COORDINATE DOWNSPOUT LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE SELECTED BY OWNER 04 CEMENT PLASTER 05 FIBER CEMENT TRIM, SIZE AS INDICATED 06 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 07 LIGHT FIXTURE 08 DECORATIVE FOAM TRIM BAND W/ HARD COAT 09 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 5/A17.61 11 FIBER CEMENT SOFFIT iFORUME a e ARCHITECTURE & a INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 ;0-1.'; AR 7Al SET DISTRIBUTIONS: 0 SHEET REVISIONS: PROJECT NO. 4097 Clubhouse Exterior Elevations A 17.61 Foam Band Detail 1-1 /2" = V-0" Front Elevation Clubhouse 1 /8" = 1'-0" iv U Section Clubhouse ENTRY PORCH Section 4 0'-0' T.O. SLAB 1 /8" = 1'-0" OIL 21'-4" T.O. CMU OL TRUSS BRG Clubhouse 1 /8" = 1'-0" Partial Section Clubhouse 1 /8" = 1'-0" Partial Section Clubhouse 1 /8" = 1'-0" Section Clubhouse ,dk 15'-4" T.O. CMU 7&9 A17.91 P773 Section Clubhouse MAIL Section Clubhouse 4 17.73 473--' 1/8" = 1'-0" JPACKAGEJ 1OFFICE 1 § A17.91 7&9 ►17.91 RW 2 J Section Clubhouse LOBBY / RECEPTION MENS � � OMENS 12 4L SPIN / YOGA 1 /8" = 1'-0" Section Clubhouse SPIN / YOGA 4 M SHEET NOTES A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, UNO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS KEY PLAN 87 5 1 /8" = 1'-0" LEGEND 1 FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID ® DATA/PHONE FLOOR OUTLET PER ID 1/8" = 1'-0" 1 /8" = 1'-0" aFORUME a I a e ARCHITECTURE & a INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 0 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com �i Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 .Y i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: 'ROJECT NO. 4097 Clubhouse Building Sections A 17.71 FO UME EXT EXTERIOR FINISH PER ELEVATION ----___I I UNIT CONCRETE FOUNDATION & SLAB PER STRUCTURAL �i ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Wall Sections Exterior Wall At Base lit = 1'-0" A 17.72 It U U) CMU PER STRUCTURAL DRAWINGS STONE VENEER CEMENT PLASTER SCRACTCH COAT MORTAR JOINTS MORTAR SETTING BED LATH PER SPECIFICATIONS SELF ADHERING FLASHING METAL 7" FLASHING CASING BEAD GAP, NO SEALANT CONT SEALANT 514 FIBER CEMENT TRIM ROOF UNDERLAYMENT PER ASSEMBLY METAL STEP FLASHING SET IN MASTIC MKIIBIJ AAAr nL11"1^1 rn ^r 1\I-/-nTl^ (`.-,-,R�o�ft o Side WalI Flashing CMU PER STRUCTURAL DRAWINGS — STONE VENEER — CEMENT PLASTER SCRACTCH COAT — MORTAR JOINTS — MORTAR SETTING BED -- LATH PER SPECIFICATIONS — SELF ADHERING FLASHING -- METAL "T FLASHING CASING BEAD GAP, NO SEALANT— CONT SEALANT- 5/4 FIBER CEMENT TRIM -- ROOF UNDERLAYMENT PER ASSEMBLY — METAL STEP FLASHING SET IN MASTIC FINISH ROOF SHINGLES--\ ROOF SHINGLES SET IN MASTIC ROOF SHEATHING PER ASSEMBLY WOOD TRUSS PER STRUCTURAL — $0 M re 2x PT WOOD FRAM PER STRUCTURAL Roof to Head Wall Flashin Shingles Roof at Stone Veneer 311 = 1'-0" CMU WALL PER STRUCTURAL DRAWINGS PRIMED FOR WATERPROOFING SYSTEM CEMENT PLASTER LATH PER SPECIFICATIONS SELF ADHERING FLASHING METAL "T FLASHING CASING BEAD GAP, NO SEALANT CONT SEALANT 5/4 FIBER CEMENT TRIM ROOF UNDERLAYMENT PER ASSEMBLY METAL STEP FLASHING SET IN MASTIC FINISH ROOF SHINGLES SET IN MASTIC 5- METAL I ROOF SHEATHING PER ASSEMBLY WOOD TRUSS PER STRUCTURAL Roof to Side Wall Flashin 10 Shingles Roof at Cement Plaster Wall Finish CMU PER STRUCTURAL DRAWINGS CEMENT PLASTER LATH PER SPECIFICATIONS SELF ADHERING FLASHING METAL "Z" FLASHING CASING BEAD GAP, NO SEALANT CONT SEALANT 5/4 FIBER CEMENT TRIM ROOF UNDERI AYMENT PER ASSEMBLY METAL STEP FLASHING SET IN MASTIC FINISH ROOF SHINGLES ROOF SHINGLES SET IN MASTIC ROOF SHEATHING PER ASSEMBLY WOOD TRUSS PER STRUCTURAL "v 2x PT WOOD FRAM PER STRUCTURAL Roof to Head Wall Flashin 3" = 1'-011 � f� Shingles Roof at Cement Plaster Wall Finish 311 = 1'-011 MORTAR JOINTS — STONE VENEER — MORTAR SETTING BED — CEMENT PLASTER SCRATCH COAT HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 150 MIN LATH PER SPECIFICATIONS CASING BEAD FONT SEALANT /2" MIN DRIP EDGE Bulkhead at Mail at CMU Wall / Stone Veneer & Foam Band CMU WALL PER STRUCT DIRECT APPLIED CEMENT PLA CORNER WENT PLASTER TH PER SPECIFICATIONS USING BEAD PER SPECIFICATIONS NT PLASTER 311 = 1'-011 Outside Corner at Finish Transition Plan View / at Cement Plaster CMU PER STRUCTURAL 311 = 1'-01 I DRAWINGS INTERIOR SHEATHING STONE VENEER PER ASSEMBLY INSULATION PER ASSEMBLY GROUTED JOINTS BASE SELECTED BY OWNER MORTAR I SETTING BED I �PT FURRING PER ASSEMBLY CEMENT PLASTER i FLOORING PER INTERIOR SCRATCH COAT I FINISH SCHEDULE / NOTES WEEP SCREED ° d Q ° ° ° ULIrfII MIN d ° ° d d d ° ° d CONCRETE SLAB ° ° d LLO Z d ° a ° LL d a q V ° ° d d d d ° d d SLOPE ° ° ° d a ° Q Exterior Wall Base at Slab 311 = 1'-0" Typical at Stone Veneer 311 = 1'-011 ROOFING PER ASSEMBLY ROOF UNDERLAYMENT TRUSS PER STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA METAL DRIP EDGE FIBER CEMENT FASCIA FIBER CEMENT SOFFIT SOFFIT VENT PER ROOF CALCULATIONS FIBER CEMENT BATTEN OR SOFFIT CONT SEALANT 1/2" DRIP CASING BEAD LATH PER SPECIFICATIONS CEMENT PLASTER CMU PER STRUCTURAL DRAWINGS Typ Eave w/ Fiber Cement Fascia Fiber Cement Soffit at Cement Plaster Wall Finish 3" = 1'-011 INTERIOR SHEATHING CMU PER STRUCTURAL I PER ASSEMBLY DRAWINGS I INSULATION PER ASSEMBLY DIRECT APPLIEDBASESELECTED BY OWNER CEMENT PLASTER t` I �/ WEEP SCREED (NO HOLES) i I PT FURRING PER ASSEMBLY NO SEALANT FLOORING PER INTERIOR FINISH SCHEDULE / NOTES SLOPE ~— 1X MIN ° 6 ° q ° q p ° d 8 d° ° d Qd d e d ° d ° d ° ° ° ° d ° CONCRETE SLAB d ° 4 ° ° a ° d d ° ° ° d Exterior Wall Base at Slab Cement Plaster at Sloped Slab 311 = 1'-011 1 INTERIOR SHEATHING I PER ASSEMBLY CMU PER STRUCTURAL -----I INSULATION PER ASSEMBLY DRAWINGS DIRECT APPLIED BASE SELECTED BY OWNER CEMENT PLASTER X�PT FURRING PER ASSEMBLY WEEP SCREED (NO HOLES) I I 1/2" ISOLATION JOINT NO SEALANT FLOORING PER INTERIOR PAVERS I I FINISH SCHEDULE / NOTES SLOPE � 10 MIN d d � ° q ° s ° q ° F d d- ° ° Q ° d CONCRETESLAB - d ° d - d ° d ° � ° d Q ° ° d m d d ° d d ° ° d Exterio�rWa llBase a�tS lab Cement Plaster at Pavers 311 = 1'-0" I INTERIOR SHEATHING a PER ASSEMBLY INSULATION PER ASSEMBLY BASE SELECTED BY OWNER CMU PER STRUCTURAL DRAWINGS ' I ( PT FURRING PER ASSEMBLY DIRECT APPLIED ' ;3' i FLOORING PER INTERIOR CEMENT PLASTER I FINISH SCHEDULE / NOTES WEEP SCREED U2" MIN d ° d a W q d ° o ° q ° d ° CONCRETE SLAB g. OR ° ° d ° d ° ° d ° g < LL a d LL CO - ° ° d d °1 d - ° ° d d d d ° d °°. d ° d SLOPE ° ° ° d ° ° d 4 ° ° ° &EExterior Wall Base at Slab pical at Cement Plaster 311 = 1'-011 3 W a e ARCHITECTURE & a INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 I . 1/_.._.— I RA-1-1 .-- SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: i PROJECT NO. 4097 Clubhouse - Section Details Al 7.73 v MORTAR JOINTS STONE VENEER MORTAR SETTING BED CEMENT PLASTER SCRATCH COAT HARD COAT FOAM BAND PER ELEVATIONS I SLOPE TOP 15' MIN < LATH PER SPECIFICATIONS----- s CASING BEAD---- CONT SEALANT WINDOW PER SCHEDULE Window Head at Stone Veneer and Foam Band MORTAR JOINTS - STONE VENEER - MORTAR SETTING BED - CEMENT PLASTER SCRATCH COAT HARD COAT FOAM BAND PER ELEVATIONS LATH PER SPECIFICATIONS CASING BEAD CEMENT CONT Window Jamb at Stone Veneer and Foam Band WINDOW PER SCHEDULE LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS SHIM AS NEEDED,114" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT PRECAST SILL SET IN FULL MORTAR BED CONT SEALANT CASING BEAD LATH PER SPECIFICATIONS HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 15' MIN CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED STONE VENEER MORTAR JOINTS ° a d ° d ° d d INTERIOR SHEATHING LINTEL PER STRUCTURAL DRAWINGS DIRECT APPLIED CEMENT PLASTER INSULATION PER ASSEMBLY ANGLED BANDING BEAD CONT SEALANT AT ROUGH v4 OPENING TO WINDOW FRAME PT WOOD BUCK RAISED CEMENT PLASTER BAND PER ELEVATIONS LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS CONT SEALANT AT ROUGH----,-, ¢ - OPENING TO WINDOW FRAME PT FURRING DRIP SCREED REVEAL W/ WEEP HOLES ` °- CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME SHIM AS NEEDED,1/4' MAX 311 - 11-0" INTERIOR SHEATHING DIRECT APPLIED CEMENT PLASTER CONT SEALANT WITH BACKER ROD AS NEEDED SHIM AS NEEDED ,1/4" MAX Window Head at Cement Plaster CMU PER STRUCTURAL DIRECT APPLIED DRAWINGS CEMENT PLASTER INSULATION PER ASSEMBLY BANDING BEAD CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME PT WOOD BUCK RAISED CEMENT PLASTER LIQUID APPLIED FLASHING BAND PER ELEVATIONS PER MFR RECOMMENDATIONS CONT SEALANT AT ROUGH PT FURRING OPENING TO WINDOW FRAME CASING BEAD CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE DIRECT APPLIED CEMENT PLASTER CONT SEALANT Window Jamb HARDWARE DOOR SCHEDULE SHEET NOTES - DOORS A ENTRY E RESTROOMS 1. PULL AT EXT W/ SECURITY LOCKSET FOR 1. PULL AT EXTERIOR AFTER HOURS CONTROL PUSH AT MEN'S & WOMEN'S RESTROOM 2. PANIC HARDWARE AT INTERIOR WI HEAD/ FOOT BOLTS 3. CLOSERS 4. HINGES: 4 PAIR 31/2" X 31/7 STD HINGES B. LEASING OFFICES, WORK ROOM 1. LATCHSET: INTERCHANGABLE CYLINDER KEYED DEADBOLT AND PASSAGE LATCH 2. HINGES: 2 PAIR 31/2" X 31/2" STD HINGES 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQ BASED ON LOCATION. - ALT. FLOOR DOORSTOP C. FITNESS 1. LATCHSET: PASSAGE LATCH 2. HINGES: 2 PAIR 31/2' X 31/2' STD HINGES 3. STOP: HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION. -ALT. FLOOR DOORSTOP D. MECHANICAL ROOMS, RISER 1. DEADBOLT - KEYED EXT 21ATCHSET: PASSAGE LATCH 3.HINGES: 1 PAIR 4" X 4' PAINTABLE SPRING HINGES AND % PAIR 4" X 4" PAINTABLE STD HINGE. 4.SWEEP/SEAL: PROVIDE DOOR BOTTOM SWEEP TO SEAL AT THRESHOLD 2.CLOSER 3.HINGES: 2 PAIR 31/2" X 31/2' STD HINGES 2. STOP: HING PIN DOOR STOP, ONLY IF REQ BASED ON LOCATION - ALT. FLOOR STOP H CONFERENCE, FOCUS ROOMS 1. LATCHSET: PRIVACY LATCH 2. HINGES: 2 PAIR 3'A" X 3 'A'PAINTABLE STD HINGES. & CLOSER J BACK ENTRY 1. PULL W/ PANIC HARDWARE AT INTERIOR W/ HEAD/ FOOT BOLTS, MAGNETIC KEY/FOB AT EXTERIOR 2. HINGES: 4 PAIR 3'A" X 3 %" STD HINGES. 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION - ALT. FLOOR STOP, 4. CLOSER, 5. BOTTOM DOOR SWEEP L PACKAGE 1. PULL W/ PANIC HARDWARE AT INTERIOR W/ HEAD/ FOOT BOLTS, MAGNETIC KEY/FOB AT EXTERIOR 2. HINGES: 4 PAIR 3'A' X 3 %" STD HINGES. 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION - ALT. FLOOR STOP, 4. CLOSER. 5. BOTTOM DOOR SWEEP INTERIOR SHEATHING LINTEL PER STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY PT WOOD BUCK LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS PT FURRING CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3„ = 1'-0„ iEATHING RUCTURAL PER ASSEMBLY JCK JED FLASHING :COMMENDATIONS i ANT AT ROUGH WINDOW FRAME ANT AT RETURN (FRAME ;R SCHEDULE 3" = 1'-011 % at Cement Plaster 3" = 1'-0" WINDOW PER SCHEDULE CONT SEALANT AT SILL LIQUID APPLIED FLASHING PER CONT SEALANT AT SILL TO WINDOW FRAME MFR RECOMMENDATIONS TO WINDOW FRAME CONT SEALANT AT ROUGH SHIM AS NEEDED,1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME OPENING TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT j PRECAST SILL SET----,,-1 d CONT SEALANT TSELECTED IN FULL MORTAR BED a I CONT SEALANT APRON & SILL d d ° Q I APRON & SILL BY OWNER ° d I SELECTED BY OWNER SEALANT CONT SEALANT WITH I CONT SEALANT PT FURRING BACKER ROD AS NEEDED I PT FURRING BANDING BEAD _ I '�rCONT 2X PT WOOD BLOCKING INTERIOR SHEATHING RAISED CEMENT PLASTER INTERIOR SHEATHING BAND PER ELEVATIONS -_ I INSULATION PER ASSEMBLY INSULATION PER ASSEMBLY BANDING BEAD CMU PER ARCHITECTURAL CMU PER ARCHITECTURAL DIRECT APPLIED CEMENT PLASTER DIRECT CEMENTF BANDIT RAISED CEMENT F BAND PER ELE CASII CONT; DOOI PER SC MARK DESCRIPTION DOOR FRAME MATERIAL HDW AREA (SF) RATING REMARKS TYPE SIZE MATERIAL INT/EXT LOCATION W H 301 EXT FRONT ENTRY FG 6'-0" 8'-0" GL / MTL METAL A 48 - 302 EXT BACK ENTRY FG 6'-0" 8'-0" GL / MTL METAL A 48 - 303 EXT BACK VERANDA EXIT FG 6'-0" 8'-0" GL / MTL METAL J 46 - 304 EXT BACK FITNESS LAWN EXIT FG 6-0" 8'-0" GL / MTL METAL J 48 - 305 EXT PACKAGE FG T-0" 8'-0" GL / MTL METAL L 24 - 306 INT OFFICE 1 FG 3'-0" 8'-0" GL / MTL METAL B - - 307 INT OFFICE 2 FG 3'-0" 8'-0" GL / MTL METAL B - - 308 INT BREAK / WORK ROOM FG 3'-0" 8'-0" GL / MTL METAL B - - 309 INT MECHANICAL 1 P T-0" V-0" WOOD WOOD D - - 310 INT CONFERENCE FG V-0" 8'-0" GL / MTL METAL H - - 311 INT FOCUS 1 FG 3'-0" 8'-0" GL / MTL METAL H - - 312 INT FOCUS 2 FG T-O" 8'-0" GL / MTL METAL H - - 313 INT FOCUS 3 FG 3'-0" V-0" GL / MTL METAL H - - 314 INT MEN'S 1 P T-0" 8'-0" WOOD WOOD E - - 315 INT WOMEN'S 1P 3'-0" 8'-0" WOOD WOOD E - - 316 INT MECHANICAL 1P T-0" V-0" WOOD WOOD D - - 317 INT FITNESS FG 3'-0" 8'-0" GL / MTL METAL C - - 318 INT MECH 1P (2)2'-W 8'4r WOOD WOOD D - - 319 INT RISER 1P T-V V4r WOOD WOOD D - - NOTE: - ALL DOORS TO HAVE LEVER HANDLES FOR ACCESSIBILITY - DOORS / GLAZING TO BE IMPACT RATED AS REQUIRED BY CODE - ALL EXT DOORS TO HAVE WEATHERSTRIPPING GLAZING TO MEET MIN / MAX SHGC AND U VALUES PER ENERGY CALCS AND GREEN PROGRAM REQUIREMENTS WINDOW SCHEDULE MARK DESC TYPE W H HD HTAREA REMARKS EE F 1 3'-0" 3'-4" 12'-0" 10 EXTERIOR FF F 2 T-0" 6'-2" 8'-2" 19 EXTERIOR O FG 2 FULL GLASS 1-PAA NEL FIXED FRUCTURAL PER ASSEMBLY NCHOR 1EATHING I ANT AT RETURN TAME SCHEDULE A TYPICAL DETAILS ILLUSTRATE ASSEMBLY OF MATERIALS TO ACHIEVE DESIGN INTENT AND MAINTAIN FIRE RATINGS AND WEATHERIAIR BARRIER REQUIREMENTS AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONSTRUCTION ASSEMBLIES ALONG WITH STRUCTURAL AND ARCHITECTURAL PLANS TO DETERMINE ACTUAL DOOR FRAME THICKNESS REQUIRED IN ALL CONDITIONS B MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR DOORS TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WORK PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES, C ALL EXTERIOR DOORS SHALL BE SEALED AND WEATHER STRIPPED. EXTERIOR DOORS SHALL COMPLY WITH THE STATES ENERGY CODE OR ENERGY STAR, WHERE REQUIRED. D IF REQUIRED, EXTERIOR DOORS AND FRAMES SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. E ALL FIRE -RATED DOOR ASSEMBLIES SHALL BE INSTALLED ACCORDING TO NFPA 80 AND DISPLAY REQUIRED LABELS PER CODE. F GLAZING IN DOORS, ADJACENT TO DOORS, OR OTHER HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE, SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS PER THE BUILDING CODE AND °CPSC 16 CFR 1201" OR'ANSI Z97.1"AS APPROPRIATE. G DOORS AND HARDWARE SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING THE FORCE REQUIRED TO OPERATE THE DOORS AND HARDWARE, THRESHOLD REQUIREMENTS, AND CLOSING SPEED FOR SELF -CLOSING DOORS. H HINGES ON EXTERIOR OUT -SWING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. I COORDINATE DOORS THAT REQUIRE ELECTRIFIED DOOR HARDWARE WITH CONNECTIONS TO POWER SUPPLIES AND WITH BUILDING SAFETY AND SECURITY SYSTEMS. J THE KEYING SYSTEM TO BE AS INDICATED IN THE SPECIFICATIONS, OR AS SPECIFIED BY THE OWNER. K ALL SWINGING DOOR AND DATES LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE WITHIN 10" OF THE FINISHED FLOOR OR GROUND MEASURED VERTICALLY THAT SHALL EXTEND THE FULL WIDTH OF THE DOOR OR GATE. TEMPERED GLASS DOOR WITHOUT VERTICAL STILES NEED NOT PROVIDE THE 10" AS LONG AS THE TOP LEADING EDGE OF THE BOTTOM RAIL IS 60 DEGREES MINIMUM FROM THE HORIZONTAL. L WHERE PROVIDED, PANIC HARDWARE TO COMPLY WITH FBC-B 1010.1.10 M OPERABLE PARTS ON DOORS TO COMPLY WITH FBC-A 309 FOR CLEAR FLOOR SPACE, REACH RANGE AND OPERATIONAL FORCE REQUIREMENTS. SHEET NOTES - WINDOWS A. MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR WINDOWS TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, WHERE APPLICABLE, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WINDOWS LEVEL, PLUMB, SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT CONSTRUCTION. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. B. ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE'S ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED TO BE ENERGY STAR QUALIFIED, WHERE SPECIFIED. IF REQUIRED, THE CRITERIA FOR U-FACTOR AND SHGC SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE SPECIFIED. C. IF REQUIRED, WINDOWS SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. D. IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. E. GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND "CPSC 16 CFR 1201' OR 'ANSI Z97.1" AS APPROPRIATE. F. OPERABLE WINDOWS, WHERE THE OPENING OF THE SILL PORTION IS MORE THAN 77 ABOVE THE FINISHED GRADE AND LESS THAN 36" ABOVE THE FINISHED FLOOR SURFACE, SHALL HAVE WINDOW OPENING CONTROL DEVICES (WOCD) COMPLIANT WITH ASTM F 2090. G. WINDOWS SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING CLEAR FLOOR SPACE, HEIGHT OF OPERABLE PARTS, AND FORCE REQUIRED TO ACTIVATE OPERABLE PARTS. H. ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH THE PRESSURES LISTED THAT MEET OR EXCEED THE REQUIRED PRESSURE FOR THE PROJECT AND BEAR A WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENT OF AAMANVDMA 10111.S.21NAFS.. I. WINDOW FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC AND MAY NOT REFLECT THE ACTUAL WINDOW PROFILE PER THE WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION PER DETAILS INDICATED ON THE DRAWINGS. J. THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED. Door Jamb 3 at Cement Plaster & Trim (Package Room) 3" = 1'-0" _ I EXTERIOR INTERIOR IY' DIRECT APPLIED `= CEMENT PLASTER I DOOR & FRAME PER SCHEDULE ANGLED BANDING BEAD 112" MAX HEIGHT ACCESSIBILITY RAISED CEMENT PLASTER COMPLIANT ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT BAND PER ELEVATIONS �` I LINTEL PER STRUCTURAL DRAWINGS FLOORING PER INTERIOR I INSULATION PER ASSEMBLY FINISH SCHEDULE / NOTES DRIP SCREED REVEAL INTERIOR SHEATHING W/ WEEP HOLES `, s SLOPE _ _ _ _ _ _ _ _ _ _ _ - J PT FURRING d d ° ° d Q d CONdRE°rE SpAB a CONT SEALANT CONT SEALANT AT RETURN TO DOOR FRAME DOORFRAME PER SCHEDULE DOOR PER SCHEDULE ° 64 d ° °° ° ° 'FORUME a ARCHITECTURE & CL INTERIOR DESIGN, INC. c c a 6 237 S. Westmonte Drive, Suite 220 = Altamonte Springs, FL 32714 407.830.1400 "e AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre A P9AAA -7AA f% SET DISTRIBUTIONS: 11/24/21 100% DD Set IL 12123/21 Owner Review Set 02117/22 Permit Set V a7nGCl RCVIa71V1Y�7. PROJECT NO. 4097 i Clubhouse Door & Window Schedules & Details Window Sill at Stone Veneer and Foam Band 3" = 1'-011 Window Sill at Cement Plaster Door Head 3" = 1'-011 at Cement Plaster & Trim (Package Room) 311 = 1'-0" Entry Door Threshold Typical at Concrete Slab - NO STEP 311 = 1'-011 A17.91 CASING SELECTED BY OWNER 5/8" GYPSUM BOARD CONT SEALANT Storefront Head at Interior Non Rated Wall FRAMING PER STRUT CASING SELECTED BY 5/8" GYPSUM CONT S �,Storefront Jamb 1 L / at Interior Non Rated Wall MORTAR JOINTS — STONE VENEER — MORTAR SETTING BED — CEMENT PLASTER SCRATCH COAT HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 15" MIN LATH PER SPECIFICATIONS CASING BEAD CONT SEALANT---- STOREFRONT--- PER SCHEDULE Storefront Head at Stone Veneer STOREFRONT PER SCHEDULE METAL FLASHING SHIM AS NEEDED,114" MAX CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME CONT SEALANT PRECAST SILL SET IN FULL MORTAR BED CONT SEALANT CASING BEAD LATH PER SPECIFICATIONS HARD COAT FOAM v ii BAND PER ELEVATIONS r- SLOPE TOP 15" MIN m CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED STONE VENEER MORTAR JOINTS Storefront Sill DRAWINGS 30ARD IT T WITH 4S NEEDED ED,1/4" MAX PER SCHEDULE CONT SEALANT WITH BACKER ROD AS NEEDED STOREFRONT STOREFRONT SYSTEM PER SCHEDULE STOREFRONT STOREFRONT SYSTEM PER SCHEDULE STOREFRONT STOREFRONT SYSTEM PER SCHEDULE CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME HEAD --CONT SEALANT WITH BACKER ROD AS NEEDED —PT WOOD BUCK HORIZONTAL MULLION SHIM PER STOREFRONT AT BASE MFR.SPECS CONT SEALANT CONT SEALANT FLOORING PER INTERIOR IZFINISH SCHEDULE / NOTES 44 ° a CONCRETCaSLA6 ° Storefront Sill 3" = 1'-011 j at Interior Wall DIRECT APPLIED 30ARD CEMENT PLASTER ANGLED BANDING BEAD IT RAISED CEMENT PLASTER BAND PER ELEVATIONS CONT SEALANT AT ROUGH--,,, OPENING TO STOREFRONT FRAME ' -> DRIP SCREED REVEAL W/ WEEP HOLES T WITH kS NEEDED ED,1/4" MAX DIRECT APPLIED PER SCHEDULE CEMENT PLASTER CONT SEALANT—"---K Storefront Head 3" = 1'-0" J at Cement Plaster f� I INTERIOR SHEATHING LINTEL PER STRUCTURAL DIRECT APPLIED DRAWINGS CEMENT PLASTER INSULATION PER ASSEMBLY BANDING BEAD CONT SEALANT AT ROUGH I OPENING TO WINDOW FRAME = LIQUID APPLIED FLASHING RAISED CEMENT PLASTER PER MFR RECOMMENDATIONS BAND PER ELEVATIONS PT FURRING CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME I CASING BEAD - DIRECT APPLIED CONT SEALANT AT ROUGH CEMENT PLASTER OPENING TO WINDOW FRAME CONT SEALANT CONT SEALANT AT RETURN TO WINDOW FRAME SHIM AS NEEDED,1/4" MAX Storefront Jamb 3" = 1'-011 J at Cement Plaster STOREFRONT PER SCHEDULE CONT SEALANT AT SILL TO STOREFRONT FRAME METAL FLASHING CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME SHIM AS NEEDED,114" MAX LIQUID APPLIED FLASHING CONT SEALANT AT ROUGH PER MFR RECOMMENDATIONS OPENING TO STOREFRONT FRAME CONT SEALANT PRECAST SILL SET CONT SEALANT IN a FULL MORTAR BED a APRON & SILL SELECTED a ° ° BY OWNER ° CONT SEALANT CONT SEALANT WITH = BACKER ROD AS NEEDED PT 2X WOOD NAILER BANDING BEAD ; - INTERIOR SHEATHING PER ASSEMBLY RAISED CEMENT PLASTER BAND PER ELEVATIONS -- INSULATION PER ASSEMBLY BANDING BEAD PT FURRING PER ASSEMBLY DIRECT APPLIED CMU PER ARCHITECTURAL CEMENT PLASTER h �r Storefront Sill ' v j at Stone Veneer 3" = 1'-011 v l at Cement Plaster 3" — 1'-0" INTERIOR SHEATHING LINTEL PER STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY PT WOOD BUCK LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS PT FURRING CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME CONT SEALANT AT RETURN TO STOREFRONT FRAME STOREFRONT PER SCHEDULE 3" = 1'-0" W J 0 W U W a EXTERIOR STOREFRONT SCHEDULE - CLUBHOUSE SHEET NOTES MARK (RiD LOCATION MATERIAL DOOR SIZE L��T (KL) CLOSER (C) ELEC. ACCESS CTRL (EAC) PANIC PA DW NOTES W H SF101 MAIN ENTRANCE / VERANDA ENTRANCE ALUM / GLASS (2) T-0" 8'-0" KL C EAC PH SF102 VERANDA SIDE EXIT / FITNESS LAWN EXIT ALUM / GLASS 3'-0" 8'-0" KL C - PH SF103 FITNESS / YOGA ALUM / GLASS - - - - - - SF104 OFFICE 1 I SPIN / FITNESS / CONFERENCE / CLUBROOM ALUM / GLASS - - - - - - INTERIOR STOREFRONT SCHEDULE - CLUBHOUSE MARK SF1 LOCATION MATERIAL SF105 OFFICE 18 OFFICE 2 ALUM / GLASS SF106 CONFERENCE ROOM ALUM / GLASS SF107 FOCUS ROOMS 1, 2 & 3 ALUM 1 GLASS - FOR CLUBHOUSE INTERIOR DOOR SCHEDULE SEE A17.91 ot PER PLAN TOP OF SLAB SF105 SF106 SF10 1 ntedor Storefront Elevations Interior designer drawings of interior windows & doors override architectural drawings. 1/411= 1'-0" Door sizes are fixed and need to meet accessibility & code requirements. Window sizes are approximate. Field verify all openings. Contractor to coordinate. 21'-0" (VIF) 11-4" 1, 64" 11,40, V-V I 4 12 4L_-� 4 / CV il' Y INTERIOR SHEATHING CMU PER STRUCTURAL " DRAWINGS =t INSULATION PER ASSEMBLY PT WOOD BUCK LIQUID APPLIED FLASHING I PER MFR RECOMMENDATIONS PT FURRING I 4 CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME CONT SEALANT AT RETURN TO STOREFRONT FRAME STOREFRONT PER SCHEDULE 3" = 1'-0" CONT SEALANT AT SILL TO STOREFRONT FRAME CONT SEALANT AT ROUGH OPENING TO STOREFRONT FRAME LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS CONT SEALANT APRON & SILL SELECTED BY OWNER CONT SEALANT PT 2X WOOD NAILER INTERIOR SHEATHING PER ASSEMBLY INSULATION PER ASSEMBLY PT FURRING PER ASSEMBLY CMU PER ARCHITECTURAL 3" — 1'-0" T-0" 01 L T-0' 6'-0" 1, 4" 6'4r 1'4" 6'-0" 2" F101 2" Exterior Storefront Elevations / Verify window dimensions with structural dimensions. CONT SEALANT AT SILLTO STOREFRONT PER SCHEDULE STOREFRONT FRAME SHIM AS NEEDED,1/4" MAX CONT SEALANT ZSELF CONT SEALANT W/ BACKER ROD AS NEEDED ADHERING FLASHING, ONE-PIECE SHOP -FABRICATED PRE- FOLD INTO OPENING FINISHED METAL TRANSOM COVER WITH INTEGRAL BACK DAM AND END DAMS. CONTRACTOR TO FIELD HEADER PER VERIFY DIMENSIONS STRUCTURAL DRAWINGS XINTERIOR SELF -ADHERING FLASHING FOLDED SHEATHING INTO SILL AND TURNED UP JAMB EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS SELF -ADHERING FLASHING FOLDED SHIM AS NEEDED,1/4' MAX INTO HEAD ROUGH OPENING CONT SEALANT AT ROUGH OPENING TO STOREFRONT CONT SEALANT WITH ---------.FRAME BACKER ROD AS NEEDED HEM SECURED TO CLEAT TO FORM DRIP (NO FASTENERS ON FACE) CONT INTERIOR SEALANT AT RETURN CONT SEAUWT TO STOREFRONT FRAME STOREFRONT SYSTEM Transom at Storefront 3 Section View V-4" SF10 A MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR STOREFRONTS AND ENTRANCES TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL STOREFRONT AND ENTRANCES LEVEL, PLUMB, SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT CONSTRUCTION. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. B PROVIDE THE MANUFACTURER'S ALUMINUM FRAMING SYSTEM, ADAPTED TO THE APPLICATION INDICATED, AND MODIFIED AS REQUIRED COMPLYING WITH PERFORMANCE REQUIREMENTS AND MATERIALS SPECIFIED. C IF REQUIRED, STOREFRONT SYSTEM SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. D THE CONTRACTOR MUST SUBMIT PROPOSED STOREFRONTS AND ENTRANCES TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED. E DELEGATED -DESIGN SUBMITTAL: ALUMINUM FRAMED STOREFRONTS AND ENTRANCES INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA SHALL INCLUDE ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SUBMITTED TO THE ARCHITECT BY THE CONTRACTOR. F FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC AND MAY NOT REFLECT THE ACTUAL PROFILE PER THE STOREFRONT SYSTEM MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL STOREFRONT AND ENTRANCES TO PREVENT WATER INTRUSION PER DETAILS INDICATED ON THE DRAWINGS AND PER MANUFACTURER'S REQUIREMENTS. G GLAZING I HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS APPROPRIATE. (: 2 Storefront Details at Cross Members 6 - 1 -0 11 V.0" SF103 THRESHOLD W/ MAX 1:2 SLOPE SET IN TWO CONTINUOUS BEADS OF SEALANT 1/2" MAX. BEVEL SLOPE SIDEWALK/PAVERS FOR POSITIVE DRAINAGE - SLOPE NOT TO EXCEED 2% SLOPE Q a a 6'-0" (VIF) T-V 3'-0" Q Zn � a a Exterior Door Threshold Detail 4 1 /4" = 1'-0" DOOR PER SCHEDULE DOOR SWEEP SLAB PER STRUCTURAL 6" — 1'-0" 3FORUME a e ARCHITECTURE & a INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 L Altamonte Springs, FL 32714 407.830.1400 06 AR97193 I www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Perrnit Set SHEET REVISIONS: EJECT NO. 4097 Clubhouse >torefront Schedules & Details Al 7,92 I li I I I I I II I I II II ji 1 ill I ii II I II �I I I J' I I I I IJ---- 01 L------------a I _I _4 �+ I L----------- -- / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -Y - 1 I c J I i II N I I � II �► I I I I I I I � � N N I 2IL I EM I II II L II I I II I II IJ 1 111 � *�o _TOP OF BANK_ — — F� I I I II Q-j J I � II III II ---- n D m y �I II m III O II I C M I I III II II M I III m I I III II Z II II ai I III II II - I III I I" II I III I1 I III II I I'I II I I I JJI I hl I° I II it II li hi ii � 1 41 u I III II Site Plan -Plumbing ------------- EXISTING STORAGE FACILITY (1-Story, 5, 100 SF) I II ; I II I I II I I I it II ' I II , I II I y l I I i II i II I , ll i i i yL) I Ix I 4 I N I M7zz i I 2 I II -------------------------- —411 w ife 1 " = 60'-0" LEGEND X BUILDING ID NUMBER Y Z NUMBER OF UNITS PER BUILDING BUILDING TYPE SITE UTILITY GENERAL NOTES: 1. PLUMBING SITE PLAN IS PROVIDED TO SHOW ALL BUILDING POINTS OF CONNECTION IN RELATIONSHIP TO THE SITE. ALL POINTS OF CONNECTION AND INVERTS ARE TO BE COORDINATED WITH THE CIVIL UTILITY SITE PLAN PRIOR TO CONSTRUCTION. 3. IF MODIFICATIONS ARE MADE TO THE CIVIL SITE UTILITY PLAN THAT AFFECT THE BUILDING POINTS OF CONNECTION THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE BUILDING PLUMBING ENGINEER AND ARCHITECT FOR COORDINATION. 4. CIVIL ENGINEER IS TO SHOW AND DESIGN ALL SITE FIRE AND DOMESTIC WATER PIPING AND COMPONENTS. 3. IF THE SITE UTILITY DESIGN CALLS FOR INTERNAL BUILDING BACK FLOWS THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AND PLUMBING ENGINEER FOR COORDINATION OF THESE ITEMS WITHIN THE BUILDING. 4. IF THE SITE UTILITY DESIGN CALLS FOR WALL MOUNTED FIRE DEPARTMENT CONNECTIONS THEN IT IS THE CIVIL ENGINEER'S RESPONSIBILITY TO NOTIFY THE ARCHITECT AND PLUMBING ENGINEER FOR COORDINATION FOR FDC LOCATION ON THE BUILDING. REFERENCE NOTES SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. Q2 POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O3 FIRE SPRINKLER SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. I* Joseph, Lawpence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 m FORUME a ARCHITECTURE & INTERIOR DESIGN, INC. S 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0. 4097 Ci Z Site Plan Plumbing P14.01 LEGEND so DIRECTION OF FLOW IN PIPE .. O EJ -CEP PITCH PIPE DOWN IN DIRECTION OF ARROW PIPE UP PIPE DOWN EXPANSION JOINT FLEXIBLE PIPE CONNECTOR -SF-- BALL VALVE -0.v- CHECK VALVE, HORIZONTAL SWING - <- GATE VALVE -�� BUTTERFLY VALVE -��--- GLOBE VALVE BALANCING VALVE BALANCING COCK STRAINER, Y-TYPE AND BLOWOFF VALVE PRESSURE RELIEF VALVE (WATER) PRESSURE REDUCING VALVE PRY MAV MANUAL AIR VENT SOLENOID VALVE VALVE OS & Y E CAPPED LINE - SAN SANITARY SEWER (ABOVE GRADE) - -SAN - - SANITARY SEWER (BELOW GRADE) DOMESTIC COLD WATER BP BOOSTED PRESSURE DOMESTIC COLD WATER -- DOMESTIC HOT WATER - - - - DOMESTIC HOT WATER RETURN - - CD - - CONDENSATE DRAIN (BELOW GRADE) CD CONDENSATE DRAIN (ABOVE GRADE) - - ST - - STORM SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) SEC SECONDARY STORM SEWER - - GR - - GREASE SEWER (BELOW GRADE) GR GREASE SEWER (ABOVE GRADE) - -SCW - - SOFT COLD WATER VENT --G-- GAS LINE (BELOW GRADE) G GAS LINE (ABOVE GRADE) POINT OF CONNECTION NEW TO EXISTING POINT OF REMOVAL FOR DEMOLITION AT DELTA T (TEMPERATURE DIFFERENCE) A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET B A = DETAIL NUMBER. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. HB HOSE BIBB FD ® FLOOR DRAIN HD O HUB DRAIN TD ® TRENCH DRAIN --A-- COMPRESSED AIR (BELOW GRADE) A COMPRESSED AIR (ABOVE GRADE) FLOOR CLEANOUT CLEANOUT EXTERIOR CLEANOUT 11 HORIZONTAL CLEANOUT PD PAN DRAIN (FROM WATER HEATER) FW FILTERED WATER SHOCK ABSORBER GD GARBAGE DISPOSAL DW DISHWASHER NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. SPECIFICATIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. 1.2 SCOPE A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL PLUMBING INSTALLATION. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). 1.3 EXAMINATION OF BIDDING DOCUMENTS: A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. 1.4 SUBSTITUTIONS: A. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. B. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. C. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. D. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. E. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. F. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY THE ENGINEER. 1.5 REGULATORY REQUIREMENTS: A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. B. CONFORM TO THE 2020 FLORIDA PLUMBING CODE. C. CONFORM TO THE 2020 FLORIDA FIRE PREVENTION CODE. D. CONFORM TO THE 2020 FLORIDA BUILDING CODE. 1.6 CUTTING AND PATCHING: A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING WHICH EFFECT: B.1 STRUCTURAL INTEGRITY OF ELEMENT. B.2 INTEGRITY OF WEATHER. B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. B.4 VISUAL QUALITIES OF SIGHT. B.5 WORK OF OWNER OR SEPARATE CONTRACTOR. PART 2 - PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. MANUFACTURERS: A.1 B-LINE A.2 OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT PRODUCTS. A.2.1 MICHIGAN HANGER A.2.2 PHD 2.2 PIPING INSULATION: A. RESIDENTIAL UNITS: (FBC ENERGY CODE SECTION R403.5.3) A.A. HOT WATER PIPING 3/4 AND LARGER = R-3 MINIMUM FOR THE FIRST 8' OF PIPING. A.B. HOT WATER RETURN PIPING = R-3. IF A HOT WATER CIRCULATION SYSTEM IS INSTALLED THE ENTIRE LENGTH OF THE HOT WATER SUPPLY PIPING AND RETURN PIPING SHALL BE INSULATED (R-3). B. COMMERCIAL SPACE: (FBC ENERGY CODE C404.4) B.A. ALL HOT WATER PIPING TO BE INSULATED PER TABLE C403.2.10 B.B. HOT WATER RETURN PIPING TO BE INSULATED PER TABLE C403.2.10 C. ALL COMMERCIAL HOT WATER SYSTEMS SHALL BE EQUIPPED WITH A CIRCULATING PUMP PER FBC-ENERGY EFFICENCY CODE SECTION C404.6 D. ALL PIPING WITHIN THE ATTIC OR UNCONDITIONED SPACE SHALL BE INSULATED. E. MANUFACTURERS: A.1 OWENS CORNING A.2 JOHNS MANVILLE A.3 KNAUF F. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K' VALUE .024 ® 75 DEGREES F. G. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. 2.3 PIPING: DRAINAGE, WASTE & VENT PIPING A. PVC: ASTM D2665 SCHEDULE 40 PVC SOLID WALL PIPING. A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. A.2 JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2855. B. FIRE WRAPPED PVC OR CAST IRON PIPING TO BE USED IN ALL PLENUM SPACES. C. FOAM CORE SCHEDULE 40 DWV PIPE IS NOT AN ACCEPTABLE ALTERNATE TO STANDARD SCHEDULE 40 PVC. 2.4 PIPING: WATER PIPING A. CPVC PIPING: ASTM F441/F441M-15 CHLORINATED POLY PLASTIC PIPE. SCHEDULE 40 AND 80 HOT AND COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT OWNER. A.A. IT IS NOT ACCEPTABLE TO ROUTE CPVC PIPING BELOW GRADE OR WITHIN CONCRETE. B. PEX PIPING: ASTM F877-18 CROSSLINKED POLYETHYLENE HOT AND COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT OWNER 2.5 PIPING: CONDENSATE PIPING A ALL PIPING RECEIVING CONDENSATE OR DRAINAGE FROM ANY TYPE OF EVAPORATOR PRODUCING COLD WATER SHALL BE INSULATED. PART 3 - INSTALLATION 3.1 INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.2 PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 3.4 INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. 3.5 GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 3.6 INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. 3.7 PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. 3.8 PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE ARCHITECTURAL SECTION. 3.9 ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE PROPER SLOPE AND COVER. 3.10 ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. 3.11 WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. 3.12 EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. 3.13 RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION TO CENTER OF NEW CEILING TILE. 3.14 TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE COUPLING MANUFACTURER'S PRE-SET TORQUE WRENCH. 3.15 INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE QUICK CLOSING VALVES ARE UTILIZED. . ARRESTORS SHALL BE FACTORY FABRICATED AND CONFORM TO ASSE 1010. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ARE ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-C, 61-113 FU'S PDI-D. INSTALL PER MANUFACTURER'S INSTRUCTIONS. GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 3. ALL DRAINAGE PIPING 2j" AND LARGER SHALL HAVE A MINIMUM 1" PER FOOT SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SHALL HAVE A MINIMUM I" PER FOOT SLOPE, UNLESS OTHERWISE NOTED. 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 16. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 18. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 19. ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF 10'-0" FROM ANY AIR INTAKES. 20. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. 23. PROVIDE 1/2' H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. 25. IF NO PLUMBING ELEVATION OR INVERT IS NOTED ON PLANS THE MINIMUM DEPTH OF THE PLUMBING TO CIVIL CONNECTION SHALL BE CALCULATED BASED ON THE FURTHERS POSSIBLE PLUMBING FIXTURE DISTANCE TIMES 1 %. TOTAL LINE LENGTH*1%=DEPTH B.F.F. AT CIVIL POINT OF CONNECTION. Joseph, Lawpence & Co Consultinq Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 A aFORUME v m ARCHITECTURE & 0. INTERIOR DESIGN, INC. c c y a� ° 237 S. Westmonte Drive, Suite 220 o Altamonte Springs, FL 32714 c 407.830.1400 _. AA0002731 U) c 0 'v 0 E www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 r SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Clubhouse Symbols, Abbreviations, and General Notes - Plumbing P18.10 �-9.i11 _ 1 l n. r� .1 i ,_.__ i e ... � .:� -�.. _. � 1 � _, � m:. �. lie• ran SnLmrrn �mnwn _ ♦n 1 i 1 _ � � _. _. _ A/C I II I I II I VERANDA II AMENITY II II I F----------� DW 3"FS-1 3--2 --�. =MrJ BREAK 1 WORK I � �_3' VTR c7f 2' �N 3 I A/C UNIT 3.1 1 MECH/ELEC A/C UNIT --- x ( - L "I-P)kCKAG OFFICE 1 Et III ► � JI ° 1 — — — — — — WAY MAIL FOR 251 UNITS 4_ECO-1 4" SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. INV. EL = (-3'-0- BFF) PLUMBING FIXTURE UNIT CALCULATION * BASED ON 2020 FLORIDA BUILDING CODE — PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 50 37 TOTAL GALLONS PER MINUTE 29 -- SIZE OF SERVICE CONNECTION in 4' CONFERENCE I I I I I I I I _ I UNIT I I 3 7 I 2N I T 3 i � -- Ita _LEASING 1 RECEPTION 77-1 I— II II 1 I r — —II -- 4' J II II I � I I / Clubhouse - Floor Plan - Sanitary Plumbing ENTRY PORCH FOCUS FOCUS 2 3 UNIT _ � x JI I I 3 U U SPIN Wit» >� III I II 0Q(D FITNESS FITNESS LAWN YOGA 1 /8" = 1'-011 GENERAL NOTES: 1. PROVIDE WALL CLEAN OUTS AT THE BASE OF ALL SANITARY STACKS, CONDENSATE STACKS, AND RAIN LEADERS 300 AFF. WHERE A HORIZONTAL DRAINAGE PIPE HAS A CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45 DEGREES, A CLEANOUT SHALL. BE INSTALLED AT THE CHANGE OF DIRECTION. WHERE MORE THAN ONE CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45 DEGREES OCCURS WITHIN 40 FEET OF DEVELOPED LENGTH OF PIPING, THE CLEANOUT INSTALLED FOR THE FIRST CHANGE OF DIRECTION SHALL SERVE AS THE CLEANOUT FOR ALL CHANGES IN DIRECTION WITHIN THAT 40 FEET OF DEVELOPED LENGTH OF PIPING. 2. PROVIDE SHUT—OFF VALVE AT THE BASE OF EVERY WATER RISER. ALL SHUT—OFF VALVES SHALL BE FULLY ACCESSIBLE. SEE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND CEILINGS, AND PROVIDE RATED ACCESS PANELS. 3. SEE SHEETS P18.13 FOR RISER DIAGRAMS. 4. PROVIDE TRAP PRIMER VALVES TPV-1 WITH SHUT OFF VALVE AND In CW SUPPLY TO EACH FLOOR DRAIN. ALL VALVES SHALL BE FULLY ACCESSIBLE. 5. INSTALL WATER HAMMER SHOCK ARRESTORS AT ICE MAKERS, DISHWASHERS. WASHER BOXES, AND AT ALL QUICK CLOSING SOLENOID VALVES. SIZE SHOCK ARRESTORS PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. SHOCK ARRESTORS SHALL CONFORM TO ASSE 1010. ACCEPTABLE MANUFACTURERS — SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI—A, 12-32 F.U.'S PDI—B, 33-60 F.U.'S PDI—C. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 6. ALL FREEZE PROOF WALL HYDRANTS/HOSE BIBS TO BE COORDINATED WITH WALL THICKNESS TO ENSURE PROPER INSTALLATION DEPTH PRIOR TO CONSTRUCTION. 7. PROVIDE ASSE 1024 DUAL CHECK VALVE BACKFLOW PREVENTER AT DISHWASHER, COFFEE. AND ICE MACHINES. WATTS NO. SD-2. 8. PROVIDE LEAD—FREE POINT OF USE THERMOSTATIC MIXING VALVES TMV-1 ASSE 1070 AT HAND SINKS AND/OR PUBLIC LAVATORIES TO TEMPER HOT WATER TO 110'F. 9. ALL COMMERCIAL WATER HEATERS ARE REQUIRED TO HAVE A MIXING VALVE FOR MEANS OF TEMPERING WATER PRIOR TO DISTRIBUTION TO FIXTURES. REFERENCE NOTES: o Q1 CONDENSATE DRAIN PIPING BELOW GROUND, TERMINATE ABOVE GROUND AT EXTERIOR IN GREEN SPACE, SEE DETAIL O TEMP. do PRESS. RELIEF VALVE/ WATER HEATER PAN DRAIN PIPING BELOW GROUND, TERMINATE ABOVE GROUND AT EXTERIOR IN GREEN SPACE, SEE DETAIL in CONDENSATE DRAIN CONNECTION TO A/C UNIT. ® CONNECT DISHWASHER DRAIN TO DISPOSER. Oil Joseph, Lawpence & Co Consultinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 22� SHEET REVISIONS: EDITED BY: SMB/AJB 0 r PROJECT NO. 4097 Clubhouse Floor Plan Sanitary Plumbing P18.11 REFERENCE NOTES: o FORum■ N r---------------------- I II 4 I If I VERANDA it I I I I HB_1 II AMENITY II II I II II I II CONFERENCEI II ' II � 11 I i I I rFOC S 1 II I II I I L---------J I I FOC S2 -----------� l i I I I I FOC S 3 I" CW DN. I TO COFFEE — I 4 - A ooc MAKER MAIL FOR 251 UNITS 14" - _ 4» 1 » -r -_- = = __ -- - ====== � == =_========_ _ _- 1-1� 14" i" OFFICE 2 4" FDC BELOW GROUND, CONTINUATION SEE CML LEASING / RECEPTION II II I II II � II II I I I I I ENTRY PORCH I I �4" FIRE SPRINKLER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. 14" POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CML DRAWINGS. Clubhouse - Floor Plan - Domestic Water Plumbing MECH ® 1 T 1i"i�1"� ---------------� — FITNESS 1 8.1 FITNESS LAWN SPIN vnr_o 1 /8" = 1'-0" O1 SHUT-OFF VALVE WITH RATED ACCESS PANEL TYPICAL. O ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL 3O HOT WATER RECIRCULATING PUMP, SEE SCHEDULE & DETAIL. ® 1" CW & HW DOWN TO THERMOSTATIC MIXING VALVE TMV-2. 1" 140'F TEMPERED WATER TO PLUMBING FIXTURES. O I" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. Joseph. Lawrence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL ' J LC21.0058.00 10 c 0 c° Adam Joseph Barney P.E. #: 69124 m a SET DISTRIBUTIONS: 0 w a tl) 0 r w k c 0 0 m c m 0 c c m 0 0 0 0 .c 0 0 SHEET REVISIONS: 0 0 0 r 0 Q E 2 0 LL 0 a 0 a m N c c U 0 L V c C 0 E 0 0 EDITED BY: SMB/AJB r PROJECT NO. 4097 Clubhouse Floor Plan Domestic Water Plumbing P18-12 F_ _--1 I I F I " U 7 -; » L--- J I L ' — --J 21 3" VTR UR-1 - 3 i 12" / \ "i 3 I Clubhouse -Enlarged Restroom Plan -Sanitary Plumbing \ \\ 2"��' EWC-1 \\ 2" 4" I \ 2»i / c.1 3-FD-1 ZY We i / '14" 3" Sanitary Riser Diagram 1/411 = 1'-0" NTS REFERENCE NOTES: o O SHUT—OFF VALVE WITH RATED ACCESS PANEL TYPICAL Clubhouse - Enlarged Restroom Plan - Domestic Water Plumbing �� WC-2 Domestic Water Riser Diagram 1 /4,f = 1'-011 NTS Joseph, Lawpence & Co Consultinq Engineeps 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 22� SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Clubhouse Enlarged Restroom Plans Plumbing P18-13 PLUMBING SPECIALTIES SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL DESCRIPTION IMB-1 ICE MAKER BOX - - - - - SIOUX CHIEF ABS BOX 5-1/2" HIGH x 4" WIDE. In SUPPLY CONNECTION. PROVIDE WATER HAMMER STANDARD: SHOCK ARRESTORS AND FIRE RATED BOX WHERE REQUIRED. 696-G1010CF FIRE RATED: 696RG1010CF SA SHOCK ARRESTOR - - - - - SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA-1: SIZE "A", 650 SERIES WHA-2: SIZE "B". SIZE PER PDI METHOD. WCO-1 WALL CLEANOUT SEE DWG. - - - - ZURN CLEANOUT TEE, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED Z1446 THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ECO-1 EXTERIOR CLEANOUT SEE DWG. - - - - ZURN 'LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH GAS ZS1400-VP AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND SECURED STAINLESS STEEL ADJUSTABLE TO FINISHED FLOOR WITH VANDALPROOF SCREWS. HB-1 HOSE BIBB - BUILDING - - - - - ZURN ANTI -SIPHON WALL FAUCET WITH EXTERNAL VACUUM BREAKER, ALL BRONZE INTERIOR MILD CLIMATE Z1341 COMPONENTS, VANDAL -RESISTANT OPERATING STEM, ROUGH BRONZE EXTERIOR AND BOX: MALE HOSE CONNECTION, LOOSE KEY HANDLE AND 31" DEEP BOX. Z1341-BOX FD-1 FLOOR DRAIN SEE DWG. - - - - ZURN DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE ZN415S-HD-P MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE S" POLISHED NICKEL BRONZE, SQUARE HEAVY-DUTY STRAINER AND j" TRAP PRIMER CONNECTION. FS-1 FLOOR SINK - 8"x8" SEE DWG. - - - - ZURN SANI-FLOR RECEPTOR 8"x8"x6" DEEP CAST IRON BODY AND SQUARE, MEDIUM -DUTY, Z1910-KC-P-2 HALF GRATE WITH In SLOTTED OPENINGS, WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, COMPLETE WITH WHITE ABS ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER. ANCHOR FLANGE WITH SEEPAGE HOLES AND CLAMP COLLAR AND in TRAP PRIMER CONNECTION. RPBP-1 REDUCED PRESSURE - - - SEE DWG. - WATTS LEAD FREE REDUCED PRESSURE ZONE ASSEMBLY WITH 2 ISOLATION VALVES AND 2 BACKFLOW PREVENTER LF009 BRONZE TEST COCKS. 1"-2" IN SIZE. TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PROVIDE FULLY ACCESSIBLE SHUT OFF VALVE TO EACH PRIMER VALVE. PLUMBING PRODUCTS PR-500 TMV-1 MIXING VALVE - - - 1/2" 1/2" SYMMONS THERMOSTATIC CONTROLLER, CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER, S.S. 7-225-CK PISTON, THERMAL MOTOR. MIN FLOW RATE .5 GPM. TMV-2 MIXING VALVE - - - 1" 1" WATTS THERMOSTATIC CONTROLLER, LEAD FREE CAST COPPER SILICON ALLOY BODY LF1170 CONSTRUCTION, SOLID WAX HYDRAULIC PRINCIPLE THERMOSTAT, INTEGRAL FILTER WASHERS AND CHECK VALVES, ADJUSTMENT CAP WITH LOCKING FEATURE. MIN FLOW RATE .5 GPM. NOTES: 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH ANGLE STOP SUPPLY RISERS. THIS SHALL INCLUDE ALL WASHING MACHINES, DISHWASHERS & ICE MAKERS. 2. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO WASHING MACHINES, DISHWASHERS & ICE MAKERS. CLUBHOUSE ELECTRIC WATER HEATER SCHEDULE MARK TYPE GALLONS INPUT KW GPH REC. ® 90'F RISE VOLTAGE/PHASE OPERATING EIG) DIMENSIONS(LBS SELECTION BASED ON: UNIFORM ENERGY FACTOR NOTES MANUFACTURER MODEL EWH-1 ELECTRIC 1 40 1 4.5 1 21 1 208 240V 10 418 62 H x 18 0 - TALL A.O. SMITH OR EQUAL ENT-40 .92 1. & 2. NOTES: 1. PROVIDE T & P VALVE, EXPANSION CONTROL DEVICE, AND 24 GAUGE 11" DEEP WATER HEATER DRAIN PAN WITH 1" DRAIN CONNECTION. REFER TO DETAIL. 2. COORDINATE WATER HEATER LOCATION AND PIPING WITH MECHANICAL PLANS. CLUBHOUSE PUMP SCHEDULE MARK LOCATION GPM FT HEAD CONN. SIZE MOTOR DATA SELECTION BASED ON: NOTES OUTLET HP/WATT VOLTAGE/PHASE MANUFACTURER MODEL CP-1 I CLUBHOUSE CIRCULATING PUMP 5 12 3/4" 1/25 HP 120/10 GRUNDFOS UP15-42B7 1. & 2. NOTES: 1. CIRCULATING PUMP SHALL OPERATE PER FBCE C404.6. 2. PROVIDE WITH AQUASTAT AND FLOW CONTROL. PUMP SHALL START ON FLOW OF DEMAND HOT WATER AND BASED ON MAINTAINING LOOP TEMPERATURE OF 104 F. CLUBHOUSE PLUMBING FIXTURE SCHEDULE MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL DESCRIPTION WC-1 WATER CLOSET 3" INTEG - 1/2" - AMERICAN STANDARD FLOOR MOUNTED TANK TYPE, 16-1/2" RIM HEIGHT, 1.28 GALLONS PER FLUSH, WHITE TANK TYPE CADET PRO VITREOUS CHINA, ELONGATED BOWL, BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBE & LEFT HAND LEVER: ESCUTCHEONS. PROVIDE SOLID PLASTIC ELONGATED SEAT LESS COVER. 215CA.104 BOWL: 3517C.101 TANK: 4188A.104 RIGHT HAND LEVER: 215CA.104 BOWL: 3517C.101 TANK: 4188A.105 AMERICAN STANDARD 5901.100 WC-2 WATER CLOSET - ADA 3" INTEG - 1/2" - AMERICAN STANDARD FLOOR MOUNTED TANK TYPE, 16-1/2" RIM HEIGHT, 1.28 GALLONS PER FLUSH, WHITE TANK TYPE CADET PRO VITREOUS CHINA, ELONGATED BOWL, BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBE & LEFT HAND LEVER: ESCUTCHEONS. PROVIDE SOLID PLASTIC ELONGATED SEAT LESS COVER. 215AA.104 BOWL- 3517A.101 TANK: 4188A.104 RIGHT HAND LEVER: 215AA.105 BOWL: 3517A.101 TANK: 4188A.105 AMERICAN STANDARD 5901.100 UR-1 URINAL - ADA 3" INTEG - 3/4" - AMERICAN STANDARD WALL HUNG FLUSH VALVE, 17" RIM HEIGHT, 0.125 GALLONS PER FLUSH, WHITE VITREOUS FLUSH VALVE WASHBROOK CHINA, WASHOUT FLUSH ACTION. MANUAL FLUSH VALVE. 6590.503 L-1 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" OHLER 23j"x15j"x6j" RECTANGULAR UNDERMOUNT, VITREOUS CHINA, WITH OVERFLOW DRAIN. THRYN TWO HANDLE MATTE BLACK LAVATORY FAUCET, 1.2 GPM, POP UP WASTE, P-TRAP AND -2297-0 WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLIES W/SUPPLY TUBES AND ESCUTCHEONS. RIZO 5375LF-BLLHP-EC X5373-BL L-2 LAVATORY - ADA 2" 1-1/4- 1-1/2" 1 /2" 1 /2" AMERICAN STANDAR 20"x18" WALL HUNG, VITREOUS CHINA, 4" CENTERS WITH FRONT OVERFLOW. TWO WALL HUNG LUCERNE HANDLE LAVATORY FAUCET, 1.2 GPM, POP UP WASTE, P-TRAP AND WALL ARM. 0355.012 BRASSCRAFT } TURN ANGLE STOP SUPPLIES W/SUPPLY TUBES AND ESCUTCHEONS. MOEN ADLER 84603 S-1 SINK (SINGLE BOWL) - ADA 2" 1-1/2" 1-1/2" 1/2" 1/2" KOHLER 15"x15"x9A" SINGLE BOWL, 16 GAUGE STAINLESS STEEL, UNDERMOUNT SINK. STRIVE SINGLE LEVER HANDLE PULL DOWN SPRAYER, 1.8 GPM, CHROME FINISH. CHROME K-5287-NA STRAINER DRAIN AND TAILPIECE, P-TRAP AND WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBES & ESCUTCHEONS. DELTA TRINSIC 9959-DST S-2 SINK (SINGLE BOWL) 2" 1-1/2" 1-1/2" 1/2" 1/2" KOHLER 32"x18&"x5j", 18 GAUGE STAINLESS STEEL, UNDERMOUNT SINK. VAULT SINGLE LEVER HANDLE PULL DOWN SPRAYER, 1.8 GPM, MATTE BLACK FINISH. STRAINER K-25939-NA DRAIN AND TAILPIECE, P-TRAP AND WALL ARM. BRASSCRAFT } TURN ANGLE STOP SUPPLY TUBES & ESCUTCHEONS. BRIZO ODIN 64065LF-BLLHP HLK175-BL MS-1 MOP SINK 3" 3" 1-1/2" 1/2" 1/2" FIAT MSB 24x24 TERRAllO MOP BASIN. PROVIDE SERVICE FAUCET WITH VACUUM BREAKER, HOSE 830-AA AND HOSE BUCKET, MOP HANGER AND STAINLESS STEEL DRAIN ASSB. 832-AA 889-CC TSB-100 EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1 /2" - ELKAY WALL MOUNTED ADA BI-LEVEL NON -FILTERED REFRIGERATED, LIGHT GRAY GRANITE WATER HIGH/LOW - INDOOR LZSTLBWSLK COOLER WITH BOTTLE FILLER. CHILLING CAPACITY OF 8.0 GPH WITH ELECTRONIC FRONT BOTTLE FILLER AND SIDE BUBBLER PUSHBAR ACTIVATION. 120V, 6 FLA, 370 WATTS POWER REQUIRED. NOTES: 1. CONTRACTOR TO VERIFY IF THIS PROJECT HAS I.D. DRAWINGS. IF THERE ARE I.D. DRAWINGS THE PLUMBING FIXTURES SELECTED IN THE I.D. PACKAGE OVERRIDE THIS PLUMBING SCHEDULE. 2. COLOR/FINISH OPTIONS SHALL BE SUBMITTED TO THE ARCHITECT/I.D./OWNER PRIOR TO PURCHASE AND INSTALLATION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF ALL FIXTURES. 4. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH ANGLE STOP SUPPLY RISERS. THIS SHALL INCLUDE ALL FAUCETS AND TOILETS. GENERAL NOTES: 1. ALL PLUMBING FIXTURES MUST BE REVIEWED AND APPROVED BY THE ARCHITECT/I.D. AND OWNER PRIOR TO ORDERING. 2. CONTRACTOR TO VERIFY BATHTUB AND SHOWER SIZES, INCLUDING DRAIN LOCATION, WITH ARCHITECT PRIOR TO ORDERING. 3. CONTRACTOR TO VERIFY LAVATORY AND SINK SIZES ARE COORDINATED WITH COUNTERTOPS BEING INSTALLED PRIOR TO ORDERING. 4. CONTRACTOR TO VERIFY ALL PLUMBING EQUIPMENT SELECTED WITH ACCESSORIES FITS WITHIN DESIGNATED SPACE SHOWN ON PLUMBING PLANS AND PROVIDES THE CORRECT CLEARANCES REQUIRED BY THE MANUFACTURER. 5. CONTRACTOR SHALL COORDINATE VOLTAGE, PHASE AND REQUIRED MOCP FOR EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 6. IF PRODUCTS/EQUIPMENT ARE VALUE ENGINEERED OR SUBSTITUTED IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD COORDINATE ALL NEW PRODUCTS/EQUIPMENT REQUIREMENTS WITH OTHER DISCIPLINES/TRADES. Josepk Laweence & Co Consulting Engineeips 1180 FIARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments L City of Zephyrhills, FL 0 c JLC21.0058.00 0 0 C 0 0 C 0 .3 W m 0 °c Adam Joseph Barney P.E. #: 69124 4 SET DISTRIBUTIONS: U w U a N 0 .0 o k c 0 0 W N d v c U C C m y 0 0 `0 •c 0 0 SHEET REVISIONS: d u .0 Q E `o LL 0 a 0 a r m N C C 0 U r C m N C C 0 E 3 U $ EDITED BY: SMB/AJB m r PROJECT NO. 4097 Clubhouse Schedules Plumbing P18-14 CONNECT HOT WATER RETURN TO COLD WATER Sl1PP1 Y TO WATER HFATFP HOT WATER RECIRCULATING 6 PUMP DETAIL NTs % PLAN 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE — SEE PLANS FOR SIZE FINISHED CONCRETE FINISHED GRADE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT COMBINATION EXTENSION PIECE WYE & 1/8 BEND (SIZE AS NEEDED) 0 ELEVATION WATER RETURN to CW CW TING CAST BRASS BODY WHEEL HANDLE, (CHROME PLATED) LOOSE KEY IF SPECIFIED. : 'NIDEL" VACUUM BREAKER o 0 e o THREADS HOSE 0 HEX NUT OPERATOR WITH TEE WRENCH —CAST BRASS BODY T" MALE HOSE "NIDEL' VACUUM THREADS BREAKER H@_1. HB_2 PROVIDE GATE VALVE SHUTOFF ABOVE CEILING (PROVIDE ACCESS PANEL IN HARD CEILING LOCATIONS) 5 _� WALL MOUNTED HOSE BIB NTs % FLOW c===�========T SOURCE OF HOT WA SUPPLY SEE FLOOR PLAN FOR PIPE SIZES.- 0 21 PER INTERNATIONAL PLUMBING CODE 607.1.2— INCLUDE THERMOSTATIC CONTROLLER FOR TEMPERED HOT WATER TO SINK PER ENERGY EFFICIENCY CODE SECTION C404.5.1 ROUTE HOT WATER SUPPLY PIPING DOWN WALL TO FIXTURE AND BACK UP WALL TO NEXT FIXTURE IN SERIES. HOT WATER SUPPLY TAP TO FIXTURE MUST BE WITHIN 6" OF FIXTURE CONNECTION. i FLOW CONTINUATION OF HOT r� WATER SOURCE � COLD WATER SUPPLY i 0 �— COLD WATER IN WALL TWO—WAY VALVE 3 TWO-WAY CLEANOUT 2 ENERGY EFFICIENCY CODE rrrs Tis (C404.5.1) 12" MINIMUM CONDENSATE LINE, PAINT WITH APPLIANCE EPDXY. FIN. _ FLOOR ---- d------------ /� FOOTER 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. 4 CONDENSATE DRAIN TERMINATION DETAIL NTs % BALL VAL T (---- THERMAL EXPANSION TANK - SIZE PER MFG'S RECOMMENDATION. ' I I UNION (TYPICAL) 1 1' HEAT TRAP (TYPICAL) - r ri 24 GAUGE GALVANIZED SHEETMETAL OR 60 MIL. HIGH IMPACT PLASTIC DRAINPAN� 4" HOUSEKEEPING PAD-� FINISHED FLOOR r--RECIRC. PUMP SEE DETAIL AND SCHEDULE. CHECK VALVE -------�2 HWR HOT & COLD WATER PIPING IN CEILING SPACE OR AS SHOWN ON DRAWINGS SHUT OFF VALVE TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED I BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE VLL SIZE OF T&P DRAIN VALVE 2" ROUTE WATER HEATER PAN DRAIN TO EXTERIOR. 1 � ELECTRIC WATER HEATER DETAIL NTs l Joseph. Laweence & Co Consulting Engineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FORUME l0 d a �,c a ARCHITECTURE & INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 c 0 m Adam Joseph Barney a P.E. #: 69124 a SET DISTRIBUTIONS: U 0 d a 0 r w k' c 0 0 7 0 N m m v c 0 c c .y 0 0 'C 0 Z!2� SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Clubhouse Details Plumbing P 18.15 B FORUME 0 LEGEND Q X BUILDING ID NUMBER Z NUMBER OF UNITS PER BUILDING BUILDING TYPE I ram--I-TT_ ---- II ii I I II II I I iI _ I------------ r--------- Y 1 L------------� l------------7— _ a.-- ------ — __ ___-- o ;II II I1 �I II ti I lu u I II II hl II I I III II I III II 141 u !II u I! u _u Site Plan - Mechanical o r i I I I L J I I I I TOP OF BANK_. � ------------------------------I + I EXISTING STORAGE FACILITY 1q, I (I -Story, 5. 100 SF) + I I tI �+-------------- I TYP.4 TYP.4 + it II C I II I I II I I �( + ,I II I I II I I II I I II I I p I I II I I I u I n I I u I I � II I I II I I II I j 2 I I I I I I II I d o l I I If I m z I i I II I a I C"(--------------------------- I I of fe w— :1 I 2r =o I °om II I I I imul-iliffeli GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. CONDENSING UNIT LOCATIONS ARE SHOWN ON SITE AS REFERENCE ONLY. EXACT CONDENSING UNIT LOCATIONS WILL NEED TO BE COORDINATE WITH CIVIL AND LANDSCAPE DRAWING AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. CONDENSING UNITS TO BE PLACED IN LOCATIONS WHERE REFRIGERANT LINES WILL NOT EXCEED 75-0". PROVIDE CONDENSING UNITS WITH HOUSEKEEPING PAD AND ROUTE REFRIGERANT PIPING PER MECHANICAL DETAILS AND RISERS. REFER TO ARCHITECTURAL OR LANDSCAPE DRAWINGS FOR SCREENING IF REQUIRED. *I Joseph, Laweence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W W W.JLCGNG.COM CA NO. 28730 ,c ARCHITECTURE & a INTERIOR DESIGN, INC. C c .y 237 S. Westmonte Drive, Suite 220 ° Altamonte Springs, FL 32714 2 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 �i c Adam Joseph Barnev P.E. #: 69124 Flo a SET DISTRIBUTIONS: 0 w U m 0. 0 0 0 T C 0 d 7 W N N l0 '0 C I9 0 C 0 SHEET REVISIONS: EDITED BY: SMB/AJB .0 PROJECT N0. 4097 U z Site Plan Mechanical M15,01 ABBREVIATIONS GENERAL NOTES LEGEND ABV ABOVE HWR HOT WATER RETURN 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS AND SUPPLY DIFFUSER (4-WAY) O REFERENCE NOTES ADJ ADJUSTABLE HWS HOT WATER SUPPLY RECOMMENDATIONS. AF AIRFOIL HVAC HEATING VENTILATION AND AIR CONDITIONING 2. COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE LATEST ADOPTED EDITION FLORIDA BUILDING CODE (MECHANICAL, RETURN OR OUTDOOR AIR GRILLE O REFERENCE NOTE - MULTI -DISCIPLINE SHEETS AFF ABOVE FINISHED FLOOR HV HEATING AND VENTILATING PLUMBING, GAS AND ENERGY CONSERVATION). AC AIR CONDITIONER IN.WG INCHES WATER GAUGE 3. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING PLANS PRIOR TO EXHAUST GRILLE ��- FLOW DIRECTION ACU AIR CONDITIONING UNIT KW KILOWATTS COMMENCING WORK. INDICATES POINT OF CONNECTION BETWEEN NEW AHU AIR HANDLING UNIT LAT LEAVING DIFFUSER 4. AN INDEPENDENT TEST AND BALANCE CONTRACTOR (TABC) SHALL BE HIRED BY THE GENERAL CONTRACTOR. AND EXISTING AP ACCESS PANEL LD LINEAR DIFFUSER 5. TABC IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND SUPPLY DUCT UP SECTION (RECTANGULAR) Q POINT OF DISCONNECT BAS BUILDING AUTOMATION SYSTEM LWT LEAVING WATER TEMPERATURE BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BI BACKWARD INCLINE MAX MAXIMUM 6. PROVIDE 45 DEGREE BRANCH TAKE -OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE -OFFS. RETURN DUCT UP SECTION (RECTANGULAR) CWS CONDENSER WATER SUPPLY PIPING BLDG BUILDING MBH 1000 X BTUH BHP BRAKE HORSEPOWER MIN MINIMUM 7. ALL DUCTWORK TAKE -OFFS AND/OR BRANCH DUCTWORK SHALL BE PROVIDED WITH BALANCING DAMPERS (REMOTE IF IN CWR CONDENSER WATER RETURN PIPING HARD CEILING AREAS). BTUH BRITISH THERMAL UNIT PER HOUR MD MANUAL VOLUME DAMPER EXHAUST DUCT UP SECTION (RECTANGULAR) BDD BACKDRAFT DAMPER M MOTORIZED DAMPER 8. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, NOT OTHERWISE BCWS BUILDING CONDENSER WATER SUPPLY PIPING ACCESSIBLE. CD CONDENSATE DRAIN MZ MULTI -ZONE I \x; SUPPLY DUCT DOWN SECTION (RECTANGULAR) CFM CUBIC FEET PER MINUTE N.T.S. NOT TO SCALE 9. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR BCWR BUILDING CONDENSER WATER RETURN PIPING PRIOR TO ORDERING AND SHAD_ COORDINATE WITH ALL OTHER TRADES PRIOR TO OR INSTALLING EQUIPMENT AND MATERIALS. CLG CEILING OA OUTSIDE AIR CHW CHILLED WATER OBMVD OPPOSED BLADE MANUAL VOLUME DAMPER 10. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH EXISTING/NEW TRUSS TO AVOID INTERFERENCE BETWEEN MECHANICAL ��� RETURN DUCT DOWN SECTION (RECTANGULAR) CHWS CHILLED WATER SUPPLY PIPING SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS CHWR CHILLED WATER RETURN OPD OPEN DRIP PROOF INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE CHWS CHILLED WATER SUPPLY PROP PROPELLER REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. i EXHAUST DUCT DOWN SECTION (RECTANGULAR) CHWR CHILLED WATER RETURN PIPING CWR CONDENSER WATER RETURN PCR PRE -CONDITIONED AIR SYSTEM RETURN WATER 11. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC DUCT CWS CONDENSER WATER SUPPLY PCs PERCENT CONSTRUCTION STANDARDS. HWS HEATING WATER SUPPLY PIPING CONIC CONCRETE PD PRESSURE DROP 12. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND HIGH AS POSSIBLE. SUPPLY DUCT UP SECTION (ROUND) COND CONDENSATE PERF. PL PERFORATED PLATE FLEXIBLE DUCT RUN -OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS POSSIBLE AND FREE OF SAGS AND KINKS. HWR HEATING WATER RETURN PIPING FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT SERVES. CONT CONTINUOUS PLBG PLUMBING SUPPLY DUCT DOWN SECTION (ROUND) CO CARBON MONOXIDE PSIA POUNDS PER SQUARE INCH ABSOLUTE 13. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. SPIN -IN FITTINGS AT f[D CD CONDENSATE DRAIN PIPING THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. COP COEFFICIENT OF PERFORMANCE PSIG POUNDS PER SQUARE INCH GAUGE CU CONDENSING UNIT RA RETURN AIR 14. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE THE WORK LINEAR SLOT DIFFUSER R REFRIGERANT PIPING SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, ADJUSTED, AND PROVEN TO BE DB DRYBULB RD RADIATION DAMPER FULLY OPERATIONAL AND USEABLE. FS EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) FLOW SENSOR DWDI DOUBLE WIDTH, DOUBLE INLET REG REGISTER 15. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2-WAY OR 3-WAY BLOW AWAY DWGS DRAWINGS REQ'D REQUIRED FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4-WAY BLOW UNLESS NOTED OTHERWISE. RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DX DIRECT EXPANSION RG RETURN AIR GRILLE 16. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. SP STATIC PRESSURE TRANSMITTER ASSEMBLY EF EXHAUST FAN RH RELATIVE HUMIDITY 17. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN FIRST DIMENSION IS THAT OF SIDE SHOWN EXH EXHAUST RPM REVOLUTIONS PER MINUTE CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. A 0 ROUND DUCTWORK EA EAT EACH ENTERING AIR TEMPERATURE RR RTU RETURN AIR REGISTER ROOFTOP UNIT 18. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" (MAXIMUM) ABOVE FINISHED FLOOR. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN L L-1/4w, RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY) W 4' BRANCH CONNECTIONS) 19. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL. MAKE OFFSETS AND TRANSITIONS ELECT ELECTRICAL SF SUPPLY FAN TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. ENT ENTERING SD SMOKE DETECTOR 20. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. EXISTING DUCTWORK TO REMAIN (LIGHT UNETYPE) T TEE (PLAN, UP, DOWN) EQ EQUAL SDMP SMOKE DAMPER ER EXHAUST REGISTER SQ.FT. SQUARE FOOT 21. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. �R � DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED WATER TEMPERATURE --0 ELBOW PLAN UP DOWN) ( 0 ) EWT ENTERING SR SUPPLY REGISTER 22. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL„ STRUCTURAL AND ELECTRICAL FC FORWARD CURVED STR STARTER CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE �D DUCT OFFSETS DOWN DROP IN DIRECTION INDICATED (DROP) BORNE BY THE MECHANICAL SUBCONTRACTOR. FCU FAN COIL UNIT SWSI SINGLE WIDTH, SINGLE INLET VALVE FD FIRE DAMPER 23. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED SZ SINGLE ZONE DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. OPPOSED BLADE VOLUME DAMPER (OBD) FL FLOOR TEFC TOTALLY ENCLOSED FAN COOLED TWO WAY MOTORIZED CONTROL VALVE 24. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. FLEX FLEXIBLE CONNECTOR OR DUCT TEMP TEMPERATURE FPM FEEL PER MINUTE TG TRANSFER GRILLE 25. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. MANUAL DAMPER THREE WAY MOTORIZED CONTROL VALVE F/S COMBINATION FIRE AND SMOKE DAMPER T/O TRANSFER OPENING ABOVE CEILING 26. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR FT. H2O FEET WATER GAUGE LESS WHEN TESTED IN ACCORD WITH ASTM E84. 00 FLEXIBLE DUCT CONNECTION PRESSURE REDUCING VALVE T'STAT THERMOSTAT F DEGREES FAHRENHEIT lYP TYPICAL 27. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. "_" FLOW CONTROL VALVE GA GAUGE VFDC VARIABLE FREQUENCY DRIVE FIRE/RADIATION DAMPER WITH ACCESS PANEL GAL GALLON VAV VARIABLE AIR VOLUME 28. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET THE BALL VALVE FOR PIPING 2-INCHES AND SMALLER, VALVE OF --��� BUTTERFLY FOR PIPING 2-1/2 INCHES AND GALV GALVANIZED VS VARIABLE SPEED EXHAUST DUCT CONNECTION. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL LARGER GPM GALLONS PER MINUTE W WATTS 29. CONTRACTOR TO ORDER ALL FIRE/SMOKE DAMPERS WITH INTEGRAL SMOKE DETECTORS AND END STOP INDICATOR OPTIONS. BUTTERFLY VALVE HP HTWR HORSEPOWER HIGH TEMPERATURE HOT WATER RETURN W/ WITH VERIFY VOLTAGE WITH ELECTRICAL DRAWINGS. IF BUILDING IS EQUIPPED WITH FIRE ALARM SYSTEM ALL FIRE/SMOKE DAMPERS WILL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. - - - EXISTING DUCTWORK TO BE REMOVED (DASHED LINETYPE) W/0 WITHOUT - - - CHECK VALVE HTWS HIGH TEMPERATURE HOT WATER SUPPLY 30. ALL MECHANICAL EQUIPMENT SHALL BE THOROUGHLY CLEANED OF ALL DIRT, OIL. CONCRETE, ETC. ANY DENTS, SCRATCHES DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY HW HOT WATER WB WETBULB OR OTHER VISIBLE BLEMISHES SHALL BE CORRECTED AND THE APPEARANCE OF THE EQUIPMENT MADE "LIKE NEW" AND TO ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY ZD ZONE DAMPER THE SATISFACTION OF THE ARCHITECT/ENGINEER. UPON COMPLETION, AND BEFORE FINAL ACCEPTANCE OF THE WORK, ALL MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR STRAINER DEBRIS, RUBBISH, LEFTOVER MATERIALS, TOOLS AND EQUIPMENT SHALL BE REMOVED FROM THE SITE. PROTECTION OF WORK CONTROL REQUIREMENTS. UNTIL FINAL ACCEPTANCE: PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE, ENTRANCE OF DIRT AND CONSTRUCTION BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION DEBRIS FROM THE TIME OF INSTALLATION UNTIL FINAL ACCEPTANCE. ANY MATERIALS AND EQUIPMENT WHICH ARE DAMAGED AIR DEVICE TAG OF DIFFERENTIAL PRESSURE METER. VALVE SHALL SHALL BE REPAIRED TO "AS NEW CONDITION OR REPLACED AT THE DIRECTION OF THE ARCHITECT/ENGINEER. WHERE A-100 MARK-CFM HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS FACTORY FINISHES OCCUR AND DAMAGE IS MINOR, FINISHES MAY BE TOUCHED UP. IF, IN THE OPINION OF THE VALVE PRESSURE DROP ARCHITECT/ENGINEER THE DAMAGE IS EXCESSIVE, FACTORY FINISH SHALL BE REPLACED TO "NEW" CONDITION. y I/I F� SIDEWALL TRANSFER GRILLE AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL 31. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND EXTENT OF WORK. EXACT LOCATIONS AND A TEMPERATURE AND PRESSURE TEST PORTS ARRANGEMENT OF MATERIALS AND EQUIPMENT SHALL BE DETERMINED, WITH THE ACCEPTANCE OF THE ARCHITECT/ENGINEER, AS WORK PROGRESSES TO CONFORM IN THE BEST POSSIBLE MANNER WITH THE SURROUNDINGS AND WITH THE ADJOINING WORK OF OTHER TRADES. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED BY ARCHITECTURAL SIDEWALL SUPPLY REGISTER --{ I F- UNION FEATURES, ESTABLISH SUCH LOCATIONS BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. 32. IN CASE OF DIFFERENCES BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DRAWINGS AND SPECIFICATIONS ARE NOT JJJ SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER VENTURI FLOW METER CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO ARCHITECT/ENGINEER FOR CLARIFICATION AND INSTRUCTIONS. PRESSURE AND/OR TEMPERATURE PORT 33. ANY INTERRUPTION OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED IN ADVANCE WITH THE OWNER'S REPRESENTATIVE. THIS INCLUDES, BUT IS NOT LIMITED TO, SERVICES PROVIDING CHILLED WATER, ELECTRICITY, OR SIDEWALL EXHAUST GRILLE OTHER CRITICAL SYSTEMS AS MAY BE PERTINENT TO THIS PARTICULAR PROJECT. SERVICE INTERRUPTION TIMES AND THERMOMETER DURATION OF INTERRUPTION OF SERVICES SHALL BE DECIDED BY THE OWNER. PROVIDE APPROPRIATE PROVISIONS (SUCH AS MOUNTED WALL MOLINT ED DDC TEMPERATURE SENSOR ISOLATION SHUT-OFF VALVES, DAMPERS, END CAPS, AND SIMILAR ITEMS) AS NECESSARY TO ACCOMMODATE THE REQUIRED MOUNT ABOVE FINISHED FLOOR SERVICE INTERRUPTIONS. IF SHUTDOWNS CANNOT BE ACCOMMODATED, PROVIDE MEANS FOR "WET" TAPPING OR "HOT" PRESSURE GAUGE WITH GAUGE COCK TAPPING OF PIPING SYSTEMS. WALL MOUNTED THERMOSTAT 34. ALL MAIN DUCTWORK SHOWN PER PLAN IS TO BE SHEET METAL OR DUCT BOARD. ALL DUCT BOARD INSTALLATIONS ARE TO MOUNT 4'-O" ABOVE FINISHED FLOOR FLEXIBLE CONNECTION BE APPROVED BY BUILDING OWNER PRIOR TO MATERIAL PURCHASE. © WALL MOUNTED CO SENSOR 35. FIRE & FIRE/SMOKE DAMPERS ARE REQUIRED TO BE UL LISTED AND APPROVED FOR THE ASSEMBLIES LISTED ON THE MOUNT 4'-0" ABOVE FINISHED FLOOR PRESSURE RELIEF VALVE ARCHITECTURAL DRAWINGS. THESE DAMPERS MUST ALSO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING. H O WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR OPENING IN WALL ABOVE CEILING OS WALL TED HUMIDISIAT SENSOR CALCULATION MOUNT 0" ABOVE FINISHED FLOOR ENERGY VALUES PHOTO DETAIL OR SECTION IDENTIFICATION TARGET EQUIPMENT TYPE MARK EQUIPMENT TAG ROOF: R-? A = DETAIL NUMBER WALLS: R-? NOTE: B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED 1" DOOR UNDER CUT. ARROW WINDOWS: THIS PROJECT HAS MET THE MINIMUM ENERGY CODE REQUIREMENTS AND HAS UC INDICATES DIRECTION OF FLOW SHGC: ? U VALUE: U-? BEEN DESIGNED TO THE MINIMUM VALUES NOTED. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT MUST MEET OR EXCEED THE MINIMUM VALUES RD RADIATION DAMPER INSTALLED IN AIR DEVICE FLEX DUCT VLT: ? NOTED PER THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND DOORS: R-? FLORIDA ENERGY CODE. RD RADIATION DAMPER INSTALLED IN DUCT Joseph, LaWPenCe & Co FLOORS: R-? NOTE. SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR Consulting Engineers NOTE: ELBOW WITH TURNING VANES REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR MAY NOT BE USED FOR THIS PROJECT. 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE TEL: 321.972.4466 NOTES MAY NOT BE USED FOR THIS PROJECT. WWW.JLCENG.COM CA NO. 28730 FORUME .,c ARCHITECTURE & 0. INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 c 407.830.1400 .S AA0002731 m 3 www.forumarchitecture.com E U. 0 Zephyr .. N c Commons 3 Apartments v N W X t 0 0 r 3 4 c 0 0 0 v r City of Zephyrhills, FL 0 o J LC21.0058.00 w 0 E `0 0 c 0 W c 0 C 0 C Adam Joseph Barney m P.E. #: 69124 a SET DISTRIBUTIONS: 0 0 a 0 t 0 'c 0 d V) 0 N v c m 0 c c rn m 0 `o Y 0 SHEET REVISIONS: 0 a r E 0 LL 0 0 a 0 a EDITED BY: SlI PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Mechanical M 18.20 REFERENCE NOTES: o FO UME ARCHITECTURE & MAIL FOR 251 UNITS Clubhouse - Floor Plan - Mechanical 1 /8" = 1'-0" Q1 ROUTE 9"0 OUTSIDE AIR DUCT FROM AHU UP TO ROOF CAP PER DETAIL. TERMINATE DUCT AT ROOF CAP WITH INTEGRAL BIRD SCREEN BEHIND. PROVIDE MOTORIZED DAMPER IN DUCT. 2Q MOUNT AHU PER DETAIL AND ROUTE REFRIGERANT PIPING TO EXTERIOR CONDENSING UNIT. REFER TO PLUMBING PLANS FOR CONDENSATE DISPOSAL. 03 PAD MOUNT EXTERIOR CONDENSING UNIT PER DETAIL. ® ROUTE DUCTWORK THROUGH CEILING SPACE (TYP.), COORDINATE EXACT DUCTWORK ROUTING WITH TRUSS SHOP DRAWINGS AND FIELD CONDITIONS. 5O PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT 48' ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER EXCEPT WHEN MOUNTED IN AN OFFICE. © ROUTE 4"0 EXHAUST AIR DUCT FROM CEILING MOUNTED FAN UP TO ROOF. TERMINATE WITH ROOF CAP PER DETAIL. 07 ROUTE 8"0 EXHAUST AIR DUCT FROM FANS IN RESTROOM UP TO ROOF. TERMINATE WITH ROOF CAP PER DETAIL ® PROVIDE WALL MOUNTED CARBON DIOXIDE (CO2) SENSOR. SENSOR TO CONSTANTLY MONITOR SPACE CO, LEVEL. IF Col LEVEL RISES ABOVE 800 PPM SENSOR TO ACTIVATE MOTORIZED TWO POSITION OUTSIDE AIR DAMPER TO FULLY OPEN POSITION UNTIL CO, LEVEL FALLS BELOW 500 PPM. SET DAMPER MINIMUM POSITION TO OUTSIDE AIR FLOW RATE. PROVIDE YOUNG REGULATOR DEMAND -AIR CO= VENTILATION SYSTEM. SYSTEM CONSISTS OF A SPACE MOUNTED CO, SENSOR AND A DAMPER/DAMPER MOTOR. REFER TO WIRING DETAIL 09 MOUNT MAU IN ELECTRICAL. ROOM ABOVE DOOR. ROUTE REFRIGERANT LINES IN WALL UNDER SLAB TO CONDENSING UNIT. ROUTE CONDENSATE DRAIN LINE DOWN WALL AND OUT TO GRASSY AREA PER DETAIL PROVIDE CONDENSATE PUMP EQUAL TO BLUEDIAMOND X87-721. CONDENSATE PUMP MUST BE ACCESSIBLE. Joseph, Laweence & Co Consulting Engineers INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 C 0 c Adam Joseph Barney P.E. #: 69124 a SET DISTRIBUTIONS: U m a L a+ L W 21 C 0 II N N m W II C W U C C O) 0 0 L 0 .0 m SHEET REVISIONS: L 1; .0 U L Q E 7 L 0 LL w 00 L m a i? a m r L 0 U L r II C W N C 0 E 0 EDITED BY: SMB/AJB r PROJECT NO. 4097 Clubhouse Floor Plan Mechanical M18.21 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 DOOR GRILLE SCHEDULE MARK SERVICE W x H (IN) MANUFACTURER & MODEL NO. NOTES DG-1 VENTILATION 12"02" HART & COOLEY TG 1. & 2. DG-2 VENTILATION 18008" HART & COOLEY TG 1. & 2. NOTES: 1. PROVIDE HART AND COOLEY TGF FRAME. 2. GRILLE TO BE INSTALLED ON BOTH SIDES OF THE DOOR. OUTSIDE AIR CALCULATIONS (AMENITIES AREA) CLASSIFICATION OCC. FACTOR OCCUPANCY/ 1000 SOFT. (PERSONS) ASHRAE 62.1 VALUES PER TABLE 6.2.2.1 SPACE AREA (SQL SPACE LOAD (PERSONS) OUTDOOR AIR REQUIRED (CFM) OUTDOOR AIR SUPPLIED (CFM) Rp Re Az Pz AHU-1.0 PACKAGE 5 5 0.06 136 1 13.16 15 OFFICE 1 5 5 0.06 136 1 13.16 15 OFFICE 2 5 5 1 0.06 136 1 13.16 15 BREAK/WORK 50 5 0.12 221 4 ** 46.52 50 AMENITY ROOM (WEST) 120 5 0.06 929 15** 130.74 135 TOTAL 1558 1 22 1 216.74 1 230 AHU-2.0 LEASING/RECPETION 5 5 0.06 900 5 79.00 80 TOTAL 900 5 79.00 80 AHU-3.0 CONFERENCE 50 5 0.06 242 6** 44.52 45 FOCUS 1 5 5 0.06 54 1 8.24 10 FOCUS 2 5 5 0.06 54 1 8.24 10 FOCUS 3 5 5 0.06 54 1 8.24 10 WORK AREA 5 5 0.06 361 3 36.66 40 AMENITY (EAST) 120 5 1 0.06 844 11" 105.64 110 TOTAL 1609 23 211.54 225 AHU-4.0 SPIN/YOGA 10 20 1 0.06 661 7 179.66 180 FITNESS (SOUTH) 10 20 0.06 632 7 177.92 180 TOTAL 1293 14 357.58 360 AHU-5.0 FITNESS 10 20 0.06 660 7 179.60 180 TOTAL 660 7 179.60 180 NOTES: 1. REQUIRED OUTDOOR VENTILATION AIR VALUES TAKEN FORM ASHRAE 62.1, TABLE 6.2.2.1. VENTILATION BREATHING ZONE FORMULA: Vbz = Rp * Pz + Ra * Az Pz = OCCUPANCY FACTOR * SPACE AREA *AREA DOES NOT INCLUDE RESTROOMS. **PHYSICAL NUMBER OF FIXED SEATING PER AREA AIR BALANCE EXdA�.L EF-1.0 51 CFM EF-2.0 110 CFM EF-3.0 110 CFM EXHAUST TOTAL: 271 CFM MAKEUP AHU-1.0 Aft 230 CFM AHU-2.0 80 CFM AHU-3.0 225 CFM AHU-4.0 360 CFM AHU-5.0 180 CFM MAKEUP TOTAL 1,075 CFM BUILDING PRESSURE = +804 (WITH ALL FANS ACTIVATED) FLEX DUCT SCHEDULE CFM FLEX SIZE 0 - 35 4"0 36 - 60 5"0 61 - 100 6"0 101 - 140 7"0 141 - 210 8"0 211 - 280 9"0 281 - 400 1080 401 - 600 1200 601 - 900 14"0 901 - 1,300 1600 1,300 - 1,700 18"0 GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT SELECTED FITS WITHIN DESIGNATED SPACE SHOWN ON MECHANICAL PLANS AND PROVIDES THE CORRECT CLEARANCES REQUIRED BY THE MANUFACTURER. 2. CONTRACTOR SHALL COORDINATE VOLTAGE, PHASE AND REQUIRED MOCP FOR EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 3. IF PRODUCTS/EQUIPMENT ARE VALUE ENGINEERED OR SUBSTITUTED IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD COORDINATE ALL NEW PRODUCTS/EQUIPMENT REQUIREMENTS WITH OTHER DISCIPLINES/TRADES. AIR DEVICE SCHEDULE (AMENITIES AREA) MARK DESCRIPTION FACE SIZE NECK MATERIAL MANUFACTURER &MODEL NO. NOTES AA LOUVERED FACE SUPPLY DIFFUSER - CEILING 12"x8" SEE PLAN STEEL TRUAIRE 401 1. AB LOUVERED FACE SUPPLY DIFFUSER - CEILING 10"x6" SEE PLAN STEEL TRUAIRE 401 1. AC LOUVERED FACE SUPPLY DIFFUSER - SIDEWALL 12"x10" SEE PLAN STEEL TRUAIRE 102 1. AD SQUARE FACE DIFFUSER - SUPPLY 12"x12" SEE PLAN STEEL TRUAIRE 560 1. AE LOUVERED FACE RETURN GRILLE 24"x24" SEE PLAN STEEL TRUAIRE 270 1. AF LOUVERED FACE RETURN GRILLE 18708" SEE PLAN STEEL TRUAIRE 270 1. AG LOUVERED FACE RETURN GRILLE 12"x12" SEE PLAN STEEL TRUAIRE 270 1. NOTES: 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. FAN SCHEDULE MARK AREA SERVED TYPE CFM T.S.P. HP/WATTS RPM VOLTS/PH I SONES I WEIGHT MANUFACTURER &MODEL N0. NOTES EF-1.0 JANITOR CEILING 51 0.25 6.2 WATTS 1,054 120/10 0.4 11.9 PANASONIC FV-0511VK2 1. & 3. EF-2.0 MEN'S RESTROOM CEILING 110 0.25 15.4 WATTS 1,182 120/10 0.8 11.9 PANASONIC FV-0511VK2 1. & 2. EF-3.0 WOMEN'S RESTROOM CEILING 110 0.25 15.4 WATTS 1,182 120/10 0.8 11.9 PANASONIC FV-0511VK2 1. & 2. NOTES: 1. PROVIDE WITH VIBRATION ISOLATORS, INTEGRAL BACKDRAFT DAMPER, MOTION SENSOR (FV-MSVK1), MULTI -SPEED MODULE (FV-VS15VK1) AND WALL CAP. 2. EXHAUST FAN TO OPERATE ON OCCUPANCY SENSOR (ACCESSORY TO FAN). 3. EXHAUST FAN TO OPERATE ON TIME CLOCK (ACCESSORY TO FAN). 4. PROVIDE RADIATION DAMPER/FIRE DAMPER AT ALL RATED ASSEMBLY PENETRATIONS. CLUBHOUSE & COMMON AREAS DX SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE EC, REC UIREM UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE DRIVE ENTERING LEAVING TOTAL N0. OF TOTAL In VOLTAGE SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER MOUNTING NOTES SERVED FLOW AIR FLOWS rSTAIC TYPE HP AIR TEMP. AIR TEMP. CAPACITY TYPE EFFICIENCY THICKNESS STAGES KW PHASE CIRCUIT CIRCUIT (H"xW xD'�(CFM) (CFM) G. (F DB/WB) (F DB/WB) (BTUH) MCA MOCP (LBS•) MU-1.0 AMENITY OFFICES 2,000 230 0.8 DIRECT 1 80.0 67.0 56.0 54.0 60,000 THROWAWAY 25X-30% 1101 10 0 52.0 60 58 x25 x21 167 GOODMAN OR EQUAL AVPTC61D14B* METAL STAND 1., 2., 3., 4. & 5. MU-2.0 LEASING/RECEPT. 2,000 80 0.8 DIRECT 1 80.0 67.0 56.0/54.0 60,000 THROWAWAY 25X-30X 1` 1 10 208/10 52.0 60 58 x25 x21 167 GOODMAN OR EQUAL AVPTC61D14B* METAL. STAND 1., 2., 3., 4. & 5. MU-3.0 AMENITY/OFFICES 1,200 225 0.8 DIRECT 3/4 80.0 67.0 56.0 54.0 36,000 THROWAWAY 25X-30% 1" 1 8 208 10 41.0 45 49 x21 wx2l 118 GOODMAN OR EQUAL ASPT39C14* METAL STAND 1., 2., 3. & 4. AHU-4.0 SPIN/YOGA ZOD0 360 0.8 DIRECT 1 80.0 67.0 56.0 54.0 60,000 THROWAWAY 1 25X-30% 1 ` 1 10 208 10 52.0 60 58'45*410 167 GOODMAN OR EQUAL AVPTC61 D14B* METAL STAND 1., 2., 3., 4. & 5. MU-5.0 FITNESS ZOD0 360 1 0.8 1 DIRECT 1 1 1 80.0 67.0 56.0 54.0 1 60,000 1 THROWAWAY 1 25X-30X 1 1" 1 1 10 1 208/101 52.0 1 60 58"x25"x21 ` 1 167 1 GOODMIW OR EQUAL AVPTC61 D14B* METAL STAND 1., 2., 3., 4. & 5. NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH (PROVIDED BY DIVISION 16) AND HONEYWELL TH8321WF1001 7-DAY PROGRAMMABLE THERMOSTAT AND INTEGRAL HUMIDISTAT. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. 3. PROVIDE CONDENSATE OVERFLOW SWITCH SAFE-T SWITCH MODEL SS2 OR EQUIVALENT. 4. PROVIDE WITH MOTORIZED OUTSIDE AIR DAMPER. DAMPER TO BE INTERLOCKED WITH AHU AND BALANCED PER OUTSIDE AIR SCHEDULE. 5. PROVIDE SUPPLY AND RETURN DUCT MOUNTED SMOKE DETECTOR FOR UNITS 2000 CFM AND OVER. CLUBHOUSE & COMMON AREAS DX SPLIT CONDENSING UNIT SCHEDULE (STRAIGHT COOL) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN TEMP. (F) QTY. CAPACITY STEPS X Qn, NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA MOCP SEER UNIT SIZE ( H"xW"xD'� OPERATING WEIGHT (LBS.) QTY. FlA (EA.) CU-1.0 GROUND 95, 1 100 1 1 3 208/10 21.4 1 2.80 31.4 50 17 1 42"05.5`05.5" 304 GOODMAN OR EQUAL GSXC160601C* 1. & 2. CU-2.0 GROUND 95, 1 100 1 1 3 208/10 21.4 1 2.80 31.4 50 17 42005.5`05.5" 304 GOODMAN OR EQUAL GSXC160601C* 1. & 2. CU-3.0 GROUND 95' 1 100 1 1 6 208/10 14.1 1 0.95 18.6 30 14.0 33"x29"x29" 162 GOODMAN OR EQUAL GSX140371* 1. & 2. CU-4.0 GROUND 95, 1 100 1 1 3 208/10 21.4 1 2.80 31.4 50 17 42"x35.5`x35.5" 304 GOODMAN OR EQUAL GSXC160601C* 1. & 2. CU-5.0 GROUND 95 1 100 1 1 3 208/10 21.4 1 2.80 31.4 50 17 42"x35.5"x35.5" 304 GOODMAN OR EQUAL GSXC160601C* 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH (PROVIDED BY DIVISION 16), TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER. 2. MOUNT AND SECURE CONDENSING UNITS PER DETAILS PROVIDED. MINI -SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE POINT UNIT UNIT INFORMATION MARK LOCATION TOTAL AIR I OUTSIDE E RRNIL STAnDRIVE ENTERING LEAVING TOTAL SENSIBLE COIL COIL TOTAL VOLTS/ HEATER VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW PRESS TYPEFLA AlR TEMP. AIR TEMP. CAPACITY CAPACITY AREA ROW/FINS TYPE EFFICIENCY THICKNESS CAPACITY PHASE WATTS PHASE CIRCUIT CIRCUIT (H"xW"xD'�WEIGHT (CFM) (C) IN.WG. (F DB/WB) (F DB/WB) (BTUH) (BTUH) (SQ.FT.) (BTUH) MCA MOCP (� ) MAU-1 ELECTRICAL/MECHANICAL 1 370 11 - 1 0.33 1 80.0 67.0 56.0 54.0 1 12,000 1 INTERNAL I 25X-30X I - I - I - I - 1 208 10 1 1 - I 12"x35"x10" 29 MITSUBISHI OR EQUALI TPKAOA0121HA70A 1 1, 2, & 3 NOTES: 1. POWER FOR INDOOR UNIT PROVIDED FROM EXTERIOR CONDENSER. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE POWER WIRING BETWEEN EACH UNIT IN FIELD. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. 3. MOUNT AS HIGH ON WALL AS POSSIBLE. PROVIDE CONDENSATE PUMP WHERE REQUIRED. MINI -SPLIT CONDENSING UNIT SCHEDULE MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR TEMP. QTY. CAPACITY STEPS QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA/LRA CONDENSER FANS MCA MOCP SEER UNIT SIZE (H"xW"xDl OPERATING (LLBS.) QTY. F. MCU-1 GROUND 1 95 1 1 100 1 1 - 208/10 1 7.0 12.0 1 1 0.50 1 11 1 30 20.8 1 25"x33`x11 92 MITSUBISHI OR EQUAL TRLYA0121KA70NA 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH TIME 2. DISCONNECT SWITCH PROVIDED DELAY RELAY AND ANTI -SHORT CYCLE TIMER. BY DIVISION 16. Joseph. Laweence & Co Consulting Engineeps 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 C 0 Adam Joseph Barney P.E. #: 69124 a SET DISTRIBUTIONS- U C 0 SHEET REVISIONS: EDITED BY: SMB/AJB r PROJECT NO. 4097 U z Clubhouse Schedules Mechanical M 18,22 FORUME 7 NTS ROOF CAP DETAIL WALL MOUNTING BRACKET FURNISHED BY MANUFACTURER. WALL SLEEVE WITH CAPS FURNISHED BY MANUFACTURER.-7 'ROVIDE BIRDSCREEN WHEN ;AP IS USED FOR EXHAUST. IIRDSCREEN SHALL BE )MITTED WHEN ROOF CAP IS ISED FOR DRYER VENTING. 'ACK INTERSITITAL 'PACE WITH BATT VSULATION TIGHT ILL AROUND. ---- CHECK VALVE IN CONDENSATE LINE. MOUNT (PROVIDED CONDENSATE PUMP BOTTOM OF AS REQUIRED) UNIT NO LOWER THAN ROUTE REFRIGERANT LINES AND 6'-8" AFF. �- TO CONDENSING UNIT PER PLAN. WIRING TO WALL THERMOSTAT CONDENSATE LINE SECURE CONDENSING UNIT USING MIAMI TECH CONDENSING UNIT TIE DOWN STRAP. MODEL NUMBER FL14CUTD OR EQUIVALENT. INSULATED REFRIGERANT SUPPLY & RETURN LINES. OBSUREVE MANUFACTURER'S. RECOMMENDED SIZE AND LENGTH PLASTIC DUCT CONNECTION. - 6 NTS 561 C•7 TYPICAL EXTERIOR WALL VSEAL PENETRATION AND FLASH PER MANUFACTURER'S ORECOMMENDATIONS. �— FACTORY INSTALLED GRAVITY BACKDRAFT D4 DAMPER 2 PIECE HEAVY DUTY PLASTIC WALL CAP, PRIMEX MODEL WC SERIES OR EQUAL. PROVIDE FACTORY INSTALLED BACKDRAFT DAMPER FOR DRYER VENT AND RESTROOM EXHAUST FANS. REMOVE BACKDRAFT DAMPER FOR USE AS OUTSIDE AIR INTAKE. FOR DRYER APPLICATIONS USE THE NO BIRD SCREEN (NS) MODEL PAINT TO OWNERS SPEC. TYPICAL WALL JACK DETAIL SCHEDULE 80 PVC CONDUIT SECURED TO WALL (TYP.) ° TERMINATE CONDENSATE TO GREEN SPACE OR DRYWELL flu LIQUID AND SUCTION LINES ROUTED BELOW GROUND WITHIN REFRIGERANT LINE SLEEVE. (SEE REFRIGERANT LINE SLEEVE DETAIL) LIQUID & SUCTION LINES (TYP.) 2-PIECE WALL CAP WITH SCREW ON OUTER COVER. FACTORY INSTALLED BIRDSCREEN. [som"ato �� SECURE EXHAUST FAN TO MFR MOUNTING BRACKET 5 NTS WALL MOUNTED ELECTRICAL DISCONNECT (TYP.) INTEGRAL BACKDRAFT DAMPER WITHIN EXHAUST FAN --, TRANSITION AS REQ'D SEE PLAN SIZE PER PLAN EXHAUST FAN CEILING GRILLE TOILET AREA OR JAN. CLO. CEILING EXHAUST FAN SUPPORT DETAIL SECURE CONDENSING UNIT USING MIAMI TECH CONDENSING UNIT TIE DOWN STRAP. MODEL NUMBER FL14CUTD OR EQUIVALENT. TRANSITION FROM SCHEDULE 80 PVC TO SEAL TIGHT AND CONNECT TO CONDENSING UNIT (TYP.). 6' SEAL TIGHT MAX. Sd! 4" THICK FIBERMESH REINFORCED CONCRETE PAD, 4" ABOVE GRADE. MIN. (2) #10 SHEET METAL SCREWS THROUGH UNIT HOUSING. P, a PROVIDE 1' THICK INSULATION ON ENTIRE LENGTH OF LIQUID UNESET. PROVIDE 1/2" THICK INSULATION ON ENTIRE LENGTH OF SUCTION LINESET AND CONDENSATE LINE. (1) 1 /2" DIAMETER CARBON STEEL TAPCON FLUSH AT CONDUIT ENTRANCE EMBEDDED 1-3/4" WITH OR PACK WITH ROCK WOOL 2-1/2" MIN. PAD EDGE DISTANCE. NOTES: A. PROVIDE ALL EXPOSED INSULATED SUCTION LINES WITH SEAL TACK COATING, ALUMINUM JACKETING OR OTHER APPROVED PROTECTIVE MEANS. B. CONTROL THERMOSTAT WIRING TO BE WRAPPED NEATLY AROUND LIQUID LINE AND INSULATED SUCTION LINE. 3 WALL MOUNTED SPLIT SYSTEM 2 GROUND MOUNTED CONDENSING UNIT PIPING DETAIL "T$ SUPPORT DETAIL �Ts (REFRIGERANT &ELECTRICAL BELOW GRADE) 45 BEND PVC CONDUIT WITH SOLVENT WELDED JOINTS. 400 FOR ONE SET OF ONES. 6"0 FOR UP TO 3 SETS OF LINES. 1 NTS 4 NTS LIQUID UN 45 BEND V MIN. i67V.L. FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. CONDENSATE DRAIN TERMINATION DETAIL 1\VV IL. VVI•V VII VI•V VI\ COMPACTED FILL COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE REFRIGERANT SLEEVE DETAIL APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERTIGHT. EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD Joseph, Laweence 8c Co Consulting Engineers 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 0; C 0 2 L C 0 U °o Cc Q C �3 L m .0 C 0 c Adam Joseph Barney P.E. #: 69124 a SET DISTRIBUTIONS - U w U d a tll t L W C Q 7 N d v U C C 0 0 L0 C SHEET REVISIONS: r Q E 2 0 a 0 0 a L c 2 C U m v c EDITED BY: sMaiAJa m r PROJECT NO. 4097 Clubhouse Details Mechanical M 18.23 zo N CLEAN —OUT PLUG UNION SECONDARY FLOAT SWITCH (SAFE—T—SWITCH SS2) �yII CLEAN —OUT PLUG /— (UNIT PRESSURE + 2- ) (UNIT PRESSURE + 2" ) 2" NOTES : 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. 3. TRAP CONDENSATE AND DISCHARGE PER PLAN. 5 CONDENSATE DRAIN DETAIL NITS UPPER ATTACHMENT PER SMACNA ROUND SPIN —IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE — ADJUSTABLE CLAMP — MAX. SAG h' PER FOOT DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN FSUPPLY DUCT SIZE AS SHOWN ON PLANS MAIN DUCT MAXIMUM D/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER — NECK SIZE TO MATCH FLEX DUCT SIZE INDI CEILING (T—BAR S GYPSUM BOARD SI `—SEE NOTE 3 ADJUSTABLE CLAMP STAINLESS STEEL DUCT SEALER INSULATE TOP PANEL OF LAY —IN DIFFUSER AIR DISTRIBUTION DEVICE, SEE SCHEDULE. LAY —IN SHOWN — SURFACE MOUNT SIMILAR VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF NOTES 1. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 2. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA FIGURE 3-10. 3. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED WITH ELBOW RADIUS NO LESS THAN R/D=1.0. 154 7 NTS 24VAC TRANSFORMER AIR DUCT DETECTOR AND AIR SAMPLING CHAMBER (MOUNT ON TOP IF SPACE REQUIRED) DUCT WIDTH MOUNTING INTAKE TUB 0 0 0 0 0 0 RETURN TUBE DUCT NIZ . 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. PROVIDE ACCESS DOOR AT SAMPLING TUBES. NEOPRENE GASKET MOUNTING NUTS SMOKE DETECTOR DETAIL 4 DEMAND- NTS LOCATED IN AHU O.A. INTAKE DUCT. LOCATE IN OCCUPIED ZONE AIR CO2 VENTILATION SYSTEM WIRING DETAIL (www.youngregulator.com) SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) - BELLMOUTH INSULATION AS DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET - DRAWBAND ON FLEXIBLE DUCT (INNER SLEEVE) INSULATION AND JACKET �- FLEXIBLE DUCT WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND SHEEfMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) OVERLAP FULL DISTANCE OF NECK NOTES: 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT-H. 6 NTS FLEXIBLE SUPPLY AIR DUCT CEILING 2"-6" A.F.F. FIN. FLOOR 3 FLEXIBLE DUCT DETAIL 2 FLEXIBLE DUCT CONNECTION DETAIL NTS NITS C NTS "nPORT FROM STRUCTURE FLEXIBLE D SAG NOT T EXCEED )j" FOOT MAX. FLEX DUCT MAINTAIN Rwua ur BEND TO NOT LESS THAN ONE DUCT DIAMETER. . uu-ri (TYP.) 1-1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE AND 5'-0" ON CENTER. NOTES: 1. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 5#-0". 2. STRAPS SHALL BE MINIMUM 3. REFER TO SMACNA AND FLEX DUCT FLORIDA MECHANICAL CODE FOR ADDITIONAL REQUIREMENTS. WO eWT 4. FOR COMMERCIAL PROJECTS ROM MAX FLEX DUCT LENGTH TO BE 121-0". 5. FOR MULTI —FAMILY PROJECTS FLEX DUCT LENGTH HAS NO MAXIMUM LIMIT. FLEX DUCT HANGER DETAIL SUPPLY AIR DUCT STEEL ANGLE UNIT STAND/ RETURN AIR PLENUM VERTICAL AHU DETAIL (CLUBHOUSE &AMENITIES) FLEXIBLE RETURN AIR DUCT RETURN DUCT MOTORIZED DAMPER OUTSIDE AIR DUCT FULL SIZE CONDENSATE LINE TO EXTERIOR. OVERFLOW FLOAT SWITCH SAFE—T—SWITCH SS2 REF. LINE CHASE TO EXTERIOR CONDENSING UNIT Joseph. Loweence & Co Consulting Engineeips 1180 FIARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 3 -co FORUME ARCHITECTURE & a INTERIOR DESIGN, INC. C 6 2 0 m 237 S. Westmonte Drive, Suite 220 0 Altamonte Springs, FL 32714 407.830.1400 AA0002731 3 www.forumarchitecture.com Zephyr Commons Apartments 3 m U 0 II m y City of Zephyrhills, FL w 0 C J LC21.0058.00 0 w v 0 E o N C 0 m tll C 0 0 m C .3 II m N m .0 C 0 II m C Adam Joseph Barney P.E. #: 69124 o SET DISTRIBUTIONS: U w a a 0 m C w 0 II m 0 0 SHEET REVISIONS: EDITED BY: SMB/AJB m r PROJECT NO. 4097 d Z Clubhouse Details Mechanical M 18.24 COMcheck Software Version COMcheckWeb �( Envelope Compliance 6 Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Clubhouse Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 28% Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph, Lawrence & Co. Additional Efficiency Package(s) 1180 Harwood Ave. #3000 Altamonte Springs, FL 32714 321-972-4466 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Building Area Floor Area 1-Town Hall : Nonresidential 7958 Envelope Assemblies Assembly Roof: Attic Roof with Wood Joists, [Bldg. Use 1 - Town Hall] Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Town Hall] (c) NORTH Exterior Wall North: Concrete Block:8", Partially Grouted, Cells Empty, Medium Density, Furring: Wood, [Bldg. Use 1 -Town Hall] Window Type SF101: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Window Type SF103: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Window Type SF104: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0,25, [Bldg. Use 1 - Town Hall] (b) Window Type EE: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Door Type FG: Glass (> 50% glazing): Nonmetal Frame, Entrance Door, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) EAST Exterior Wall East: Concrete Block:8", Partially Grouted, Cells Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Town Hall] Window Type SF103: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Project Title: Zephyr Commons Apartments - Clubhouse Data filename: Interior Lighting Compliance Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter 7958 0.0 30.0 0.032 0.027 396 --- --- 0.730 0.730 1680 0.0 7.0 0.094 0.151 168 --- --- 0.400 0.500 90 --- --- 0.400 0.500 60 --- --- 0.400 0.500 40 --- --- 0.400 0.500 48 --- --- 0.400 0.830 966 0.0 7.0 0.094 0.151 180 --- --- 0.400 0.500 Report date: 02/15/22 Page 1 of 20 Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Blake L. Suddeth, P.E. U � 02/15/2022 Name - Title Signature Date Project Title: Zephyr Commons Apartments - Clubhouse Data filename: Report date: 02/15/22 Page 4 of 20 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Hall] (b) Window Type SF104: Metal Frame with Thermal Break:Fixed, 120 _- __ 0.400 0.500 Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) SOUTH Exterior Wall South: Concrete Block:8", Partially Grouted, Cells 1680 0.0 7.0 0.094 0.151 Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Town Hall] Window Type SF101: Metal Frame with Thermal Break:Fixed, 168 --- --- 0.400 0.500 Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Window Type SF103: Metal Frame with Thermal Break:Fixed, 90 - - -_ 0.400 0.500 Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Window Type SF104: Metal Frame with Thermal Break:Fixed, 150 --- --- 0.400 0.500 Pert. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1- Town Hall] (b) Door Type FG: Glass (> 50% glazing):Metal Frame, Entrance 144 --- --- 0.400 0.830 Door, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) WEST Exterior Wall West: Concrete Block:8", Partially Grouted, Cells 966 0.0 7.0 0.094 0.151 Empty, Medium Density, Furring: Wood, [Bldg. Use 1 - Town Hall] Window Type EE: Metal Frame with Thermal Break:Fixed, Perf. 30 - -- 0.400 0.500 Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) Window Type SF104: Metal Frame with Thermal Break:Fixed, 180 ___ __ 0.400 0.500 Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Town Hall] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Adam J. Barney, P.E. 7-7- 02/15/2022 Name - Title Signature I V Date Project Title: Zephyr Commons Apartments - Clubhouse Data filename: Report date: 02/15/22 Page 2 of 20 �( COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Clubhouse Project Type: New Construction Exterior Lighting Zone 2 (Residential mixed use area (LZ2)) Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph, Lawrence & Co. 1180 Harwood Ave. #3000 Altamonte Springs, FL 32714 321-972-4466 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Wattage (B X C) Illuminated area of facade wall or surface 5292 ft2 0.07 No 397 Total Tradable Watts (a) = 0 Total Allowed Watts = 397 Total Allowed Supplemental Watts (b) = 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 400 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. Illuminated area of facade wall or surface (5292 ft2): Non -tradable Wattaae CW: LED Other Fixture Unit 16W: 1 9 20 180 CA: LED Other Fixture Unit 16W: 1 14 19 266 Total Tradable Proposed Watts = 0 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Blake L. Suddeth, P.E. &L6,g. �u'u'" 02/15/2022 Name - Title Signature _ Date Project Title: Zephyr Commons Apartments - Clubhouse Data filename: Report date: 02/15/22 $-QF \ Page 5 of 20 OR 10 /ONAL COMcheck Software Version COMcheckWeb �( Interior Lighting 6 Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Clubhouse Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33542 Adam Barney Joseph, Lawrence & Co. Additional Efficiency Package(s) 1180 Harwood Ave. #3000 Altamonte Springs, FL 32714 321-972-4466 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 1-Town Hall 7958 0.72 5730 Total Allowed Watts = 5730 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-Town Hall CA: LED Other Fixture Unit 16W: 1 117 19 2223 CB: LED Other Fixture Unit 16W: 1 3 12 36 CC: LED Other Fixture Unit 16W: 1 2 25 50 LF1: LED Other Fixture Unit 16W: 1 1 124 124 LF2: LED Other Fixture Unit 16W: 1 18 10 180 LF3: LED Other Fixture Unit 16W: 1 3 75 225 LF4: LED Other Fixture Unit 16W: 1 3 60 180 LF5: LED Other Fixture Unit 16W: 1 1 50 50 LF& LED Other Fixture Unit 16W: 1 1 40 40 LF7: LED Other Fixture Unit 16W: 1 1 30 30 LF8: LED Other Fixture Unit 16W: 1 6 10 60 LF9: LED Other Fixture Unit 16W: 1 5 12 60 LF10: LED Other Fixture Unit 16W: 1 2 55 110 LF11: LED Other Fixture Unit 16W: 1 1 70 70 LF12: LED Other Fixture Unit 16W: 1 3 10 30 LF13: LED Other Fixture Unit 16W: 1 4 10 40 LF14: LED Other Fixture Unit 16W: 1 2 20 40 LF15: LED Other Fixture Unit 16W: 1 2 20 40 LF16: LED Other Fixture Unit 16W: 1 1 3 3 Total Proposed Watts = 3591 Project Title: Zephyr Commons Apartments - Clubhouse Report date: 02/15/22 Data filename: Page 3 of 20 COMcheck Software Version COMcheckWeb EliMechanical Compliance Certifica Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Clubhouse Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contra«vi. Zephyrhills, FL 33542 Adam Barney Joseph, Lawrence & Co. Additional Efficiency Package(s) 1180 Harwood Ave. #3000 Altamonte Springs, FL 32714 321-972-4466 Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Mechanical Systems List Quantity System Type & Description 4 HVAC System 1 (Single Zone): Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: High Efficiency Equipment Proposed Efficiency = 17.00 SEER, Required Efficiency: 16.38 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: FAN 1 Supply, Constant Volume, 2000 CFM, 1.0 motor nameplate hp, 1.00 fan energy index 1 HVAC System 2 (Single Zone): Cooling: 1 each - Split System, Capacity = 36 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 2 -- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: FAN 2 Supply, Constant Volume, 1200 CFM, 0.8 motor nameplate hp, 1.00 fan energy index 1 HVAC System 3 (Single Zone): Cooling: 1 each - Split System, Capacity = 12 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 3 -- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: FAN 3 Supply, Constant Volume, 320 CFM, 0.1 motor nameplate hp, 0.00 fan energy index , fan exception: Single fan < 1 HP or < 0.89 kW Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Zephyr Commons Apartments - Clubhouse Report date: 02/15/22 Data filename: Page 6 of 20 Joseph, Lawpence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ARCHITECTURE & L INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 i www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: SMB/AJB u PROJECT NO. 4097 Clubhouse Energy Calculations Mechanical M 18.25 GENERAL NOTES: FORUME I + I I II I II I I 1 II II IjI I II I I I I I I I I I �1 I II II I II I II I II L---� / 1 1� '-------J p ---4 V L------------1 II 1 I II ��� II M =a 'z x I I I I N ^ 1 • =a== — --- =sue 1! I I �I II I I II II I I II I II I II II I !IIII _II �1 II u Site Plan - Electrical M LEGEND iZ BUILDING ID NUMBER NUMBER OF UNITS PER BUILDING BUILDING TYPE I I I I I I I 11 I 1 I� I L❑J 0) � I I I I -0 1 1 I II It u II w II n II TOP OF BANK u -,------------------------------, I I + I EXISTING STORAGE FACILITY I (I -Story. 5, 100 SF) + + + ir+------—---------------T4 I I 1 I if ;1 n 1--' ---• 11 r------ II I I + u I I u I I u I I II II I I u I I u I k i I I ® ® I l o I I I N v I I II i a D I I I I III; I m? I G I I I c I — — — — — — — — — — — — — — — — — — — — — — — — — II� -- -- -°�d I �� m A I I rn I II 1 If = 60'-011 A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SWILL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SWILL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. REFERENCE NOTES: O O REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. O UTILITY COMPANY TRANSFORMER; 120/(208 OR 240)V, (1 OR 30) SECONDARY. TRANSFORMER LOCATIONS SHOWN IS PRELIMINARY. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN. O3 PROVIDE IN GROUND WEATHERPROOF PULL BOX FOR CONNECTION OF GATE MOTOR. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. ® PROVIDE IN GROUND WEATHERPROOF PULL BOX AND CONDUIT TO CONNECT GATE CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. Joseph, Lowpence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLC6NG.COM CA NO. 28730 U C ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS I PROJECT NO. 4097 Site Plan Electrical El 6.01 ELECTRICAL SYMBOL LEGEND FIRE ALARM SYSTEM LEGEND GENERAL NOTES s FORUME WIRING AND POWER NOTE: SYMBOLS SHOWN ARE FOR REFERENCE PURPOSES ONLY. -9 WALL OUTLET BOX AND SINGLE RECEPTACLE ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE PROJECT. TWO GANG WALL OUTLET BOX AND (2) DUPLEX RECEPTACLES WALL OUTLET BOX AND DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER WALL OUTLET BOX AND DUPLEX RECEPTACLE WITH TOP HALF SWITCHED WALL OUTLET BOX AND DUPLEX RECEPTACLE CONNECTED TO EMERGENCY SYSTEM (N CEILING OUTLET BOX AND SINGLE RECEPTACLE ® CEILING OUTLET BOX AND DUPLEX RECEPTACLE WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER =@S WALL OUTLET BOX AND DUPLEX SAFETY RECEPTACLE =@T WALL OUTLET BOX AND DUPLEX TWIST -LOCK RECEPTACLE mow' WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER ® WALL OUTLET BOX AND SPECIAL PURPOSE OUTLET AS NOTED ON PLANS ® FLUSH FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE ® FLUSH FLOOR OUTLET BOX WITH (2) DUPLEX RECEPTACLES ® FLUSH FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE AND TELECOMMUNICATIONS OUTLET K,D FLUSH WALL JUNCTION BOX AND BLANK PLATE m JUNCTION BOX AND BLANK PLATE ABOVE CEILING m SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE mWP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND COVER ®PB FLUSH GRADE FIBER COMPOSITE PULL BOX AS NOTED '®' MOTOR CONNECTION AS NOTED 0 FLUSH SHUNT -TRIP BUTTON, MOUNTED 80" TO TOP ® CONTROL AND/OR POWER EQUIPMENT CONNECTION [33 TIME CLOCK ® PHOTO CELL O DISCONNECT SWITCH, SIZE AS NOTED -10o- 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED = 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED -low 277/480V BRANCH CIRCUIT PANELBOARD T❑ TRANSFORMER AUTOMATIC TRANSFER SWITCH A�BRANCH CIRCUIT HOMERUN WITH PANEL NAME AND CIRCUIT NUMBER, -3 QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS �-� BRANCH CIRCUIT WIRING, PROVIDE QUANTITY OF CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING INDICATED ON PLANS POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) CONDUIT CAPPED OFF -� CONDUIT CONTINUED - 0 CONDUIT RUN UP -♦ CONDUIT RUN DOWN - 00 GROUND OR GROUND ROD AS NOTED LIGHTING AND SWITCHING ® CEILING MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE O CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 0 CEILING MOUNTED RECESSED WALLWASH FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE CEILING MOUNTED "CLOSE TO CEILING" FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE PENDANT MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE TRACK LIGHT FIXTURE WITH HEADS AS REQUIRED, REFER TO LIGHT FIXTURE SCHEDULE FO WALL MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ® CEILING MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE WITH EMERGENCY BACKUP IV WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP lad' WALL MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE offiaa CEILING MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ®f CEILING MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE [Of WALL MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE COMBINATION EXIT SIGN AND EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP So WALL OUTLET BOX AND SINGLE POLE SWITCH ('a' INDICATES SWITCH LEG) S3 WALL OUTLET BOX AND THREE-WAY SWITCH SF WALL OUTLET BOX AND FAN CONTROL SWITCH SD WALL OUTLET BOX AND DIMMER SWITCH AS REQUIRED FOR LOAD SERVED SD3 WALL OUTLET BOX AND THREE-WAY DIMMER SWITCH SM WALL OUTLET BOX WITH SINGLE POLE MANUAL MOTOR STARTER SWITCH SO WALL OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ST WALL OUTLET BOX AND DIGITAL TIMECLOCK SWITCH FOR AUTOMATIC CONTROL ® CEILING OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ® CEILING OUTLET BOX AND DAYLIGHT HARVESTING SENSOR [[I MANUAL PULL STATION Nocd WALL MOUNTED HORN WITH STROBE (cd=CANDELA RATING) ®IWP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE CEILING MOUNTED HORN WITH STROBE 91M WALL MOUNTED MINI HORN IgNM WALL MOUNTED MINI HORN WITH STROBE N1 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE ®4 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE WALL MOUNTED STROBE SMOKE DETECTOR ©CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR -0 DUCT MOUNTED SMOKE DETECTOR O HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH (NUMBER INDICATES QUANTITY) ® FAN SHUT -DOWN RELAY OD ELECTROMAGNETIC DOOR RELEASE DEVICE �- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) 112 FIREMAN'S PHONE JACK M SPRINKLER SYSTEM SUPERVISORY SWITCH CONNECTION © SPRINKLER SYSTEM FLOW SWITCH CONNECTION ® CONTROL MODULE rM-Ml MONITOR MODULE 171.31 LOCK BOX ® FIRE ALARM CONTROL PANEL &C FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL DIGITAL ALARM COMMUNICATOR TRANSMITTER TELECOMMUNICATION SYSTEM LEGEND COMBINATION TELECOMMUNICATIONS/DATA WALL OUTLET BOX AND BLANK PLATE v WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. W TELECOMMUNICATIONS WALL OUTLET BOX AND BLANK PLATE FOR WALL MOUNTED V TELEPHONE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. DATA WALL OUTLET BOX AND BLANK PLATE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. FLUSH FLOOR OUTLET BOX WITH POWER DEVICE AND TELECOMMUNICATIONS OUTLET ® WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. A CEILING OUTLET BOX AND BLANK PLATE WITH MIN. 3/4"C. TO TTE FOR WIRELESS ACCESS POINT. COORDINATE OUTLET REQUIREMENTS WITH OWNER. TV COMBINATION TELECOMMUNICATIONS/TELEVISION WALL OUTLET BOX AND BLANK V PLATE. COORDINATE OUTLET AND CABLING REQUIREMENTS WITH OWNER. ® 3/4" PLYWOOD TELEPHONE TERMINAL BOARD, SIZE AS SHOWN ON PLANS. Cjj TELEPHONE TERMINAL CABINET, SIZE AS NOTED ON PLAN. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND COORDINATE WITH ALL EQUIPMENT MANUFACTURER/INSTALLERS PRIOR TO BIDDING. 3. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD -PARTY TESTING AGENCY. BUILDING: 4. INSTALLATION HEIGHT OF EQUIPMENT (TO CENTERLINE) ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE SHALL BE: RECEPTACLE = 18" CLOCK = 7'-6" SWITCH = 44" MODULAR JACK FOR WALL MOUNTED TELEPHONE = 48" MODULAR TELEPHONE JACK = 18" TELEVISION OUTLET = 84" COMPUTER OUTLET = 18" CALL SWITCH = 44" REMOTE TEST STATION FOR DUCT DETECTOR = 52" C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL ELEVATIONS AND MILLWORK. 5. ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. ALL DEVICE OUTLET BOXES SHALL BE RECESSED UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. WHERE APPROVED OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. 6. ALL CONDUIT ROUTING SHOWN IS APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE WITH ALL OTHER TRADES AND CONDITIONS IN FIELD PRIOR TO ROUGH -IN. 7. CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION BOXES THAT ARE INCLUDED IN THE SCOPE OF THE WORK. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITH THE SOURCE AND CIRCUIT AT ALL ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINATIONS PROVIDED OR ASSOCIATED WITH THIS CONSTRUCTION. 9. COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN MECH. ROOMS/SPACES WITH DUCTWORK INSTALLER PRIOR TO ROUGH -IN. LOCATE BELOW DUCTWORK(8'-0" AFF MINIMUM) CENTERED IN ROOM AS MUCH AS POSSIBLE. 10. COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS, APPROVED SHOP DRAWINGS AND MILLWORK INSTALLER PRIOR TO ROUGH -IN. 11. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL INSTALLER PRIOR TO ROUGH -IN. 12. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES 13. PROVIDE NYLON PULLSTRINGS IN ALL EMPTY CONDUITS. 14. COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT LOCATED IN ELEVATOR MACHINE ROOMS, SHAFTS AND PITS. LOCATE EQUIPMENT AS REQUIRED TO MEET APPLICABLE CODES.PROVIDE AUTOMATIC DISCONNECTION OF THE ELEVATOR MAIN POWER SUPPLY (PER ANSI A17.1, RULE 102.2 1987 ED.) PRIOR TO ACTIVATION OF AUTOMATIC SPRINKLER LOCATED WITHIN THE ELEVATOR MACHINE ROOM, PIT OR SHAFT. COORDINATE WITH FIRE PROTECTION AND FIRE ALARM INSTALLER. 15. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE OUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. ) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS RECOMMENDATIONS. 16. ALL DIMMED CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH DIMMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. 17. THE POWER COMPANY SHALL BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (AIC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE AIC/WITHSTAND RATINGS GREATER THAN THE AVAILABLE AIC AT EACH POINT IN THE ELECTRICAL SYSTEM. 18. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. 19. PANEL SCHEDULES INDICATE CIRCUIT DESIGNATIONS ONLY. CONTRACTOR TO PROVIDE MATERIALS AS REQUIRED WHEN NEUTRALS ARE SHARED TO COMPLY WITH NEC REQUIREMENTS. ALL SINGLE PHASE MULTIWIRE BRANCH CIRCUITS SHALL BE FED VIA A TWO POLE BREAKER OR TWO SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE TIE. ALL THREE PHASE MULTINRE BRANCH CIRCUITS SHALL BE FED VIA A THREE POLE BREAKER OR THREE SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE TIE (PER NEC 210.4B). 20. PER NEC 110.22; PROVIDE PERMANENT LABELING FOR ALL SERIES RATED PANEL ENCLOSURES TO READ AS FOLLOWS: CAUTION - SERIES COMBINATION SYSTEM RATED AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. 21. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL LIGHTNING PROTECTION SYSTEM FOR THIS PROJECT PER NFPA 780. GROUNDING: 22. ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY. WIRING: 23. UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH CIRCUIT HOME RUN SHALL BE THREE (3) #12 AWG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1-POLE OVERCURRENT DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. 24. THE USE OF 'NM' CABLE FOR BRANCH CIRCUIT WIRING IS ACCEPTABLE WHERE ALLOWED BY THE NEC AND AUTHORITY HAVING JURISDICTION. BDA SYSTEM: 25. ALL BUILDINGS WITHIN THIS PROJECT SHALL HAVE AN APPROVED THIRD -PARTY PROVIDE A SPECTRUM ANALYSIS GRID TEST OF THE BUILDINGS AND PROVIDE A COPY OF THE ANALYSIS OF THE RADIO SIGNAL STRENGTH AND RECOMMENDATIONS FOR THE REQUIREMENT OF A DAS/BDA SYSTEM (WHETHER NECESSARY TO INSTALL) TO THE G.C. AND AHJ. IF REQUIRED TO BE ADDED, BASED ON TESTING, DESIGN WILL BE PROVIDED BY OTHERS (DAS/BDA CONTRACTOR) UNDER A SEPARATE PERMIT AND IN CONFORMANCE TO THE FFPC, FAC AND NFPA. FINAL TESTING WILL BE REQUIRED AT COMPLETION OF THE BUILDING CONSTRUCTION PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY. THE SIGNAL STRENGTH SHALL MEET THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 6TH EDITION; NFPA 1 11.10; NFPA 72-2016 EDITION 24.5.2.2, 24.5.2.3; AND MUST BE TESTED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN NFPA 72-2016 EDITION 14.4.10 (1-6) AND A14.4.10 (1-3). Joseph, Laweence & Co Consultinq Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 o ARCHITECTURE & a INTERIOR DESIGN, INC. C C P N N 237 S. Westmonte Drive, Suite 220 ° Altamonte Springs, FL 32714 407,830.1400 AA0002731 www.forumarchitecture.com r U Q E 2 ° LL Zephyr 0 C N C Commons U Apartments 3 N m a x L 3 0) C 4) E 0 v a� r City of Zephyrhills, FL w 0 c J LC21.0058.00 0 w 0 E `o 10 0 m c .W v Q 0 .0 C 0 C Blake Lawrence Suddeth m P.E. #: 69060 a SET DISTRIBUTIONS: 0 U a� a N m w 0 N U C 0 C c 0 `o •C �e 0 SHEET REVISIONS: 0 .0 Q E 0 LL 0 a 0 a r m Cc m C 0 U r v C m 4 C 0 E u 0 EDITED BY: MJR/BLS 0 r PROJECT NO. 4097 U Z Clubhouse Symbols, Abbreviations, and General Notes - Electrical E 18.30 +48- PNL. CHA MDPC CILIA-3 I CH FACP 11 TTB CHA-1 1 +48~ REQUIRED NEC CHA-5 © CLEARANCE, TYP. MDPC-2:4 MDPC-6:8 r r Enlarged Plan - Electrical MDPC- MDPC-22:241 N CHA-16:18 ®C.T. CABINET & UTILITY METER-/ ®SERVICE DISCONNECT— WP 1 /4" = 1'-0" 110cd I1IIf I II;I 6MOVE 011 Enlarged Plan -Electrical VERANDA El ❑ AMENITY 1 1 /4" = 1'-0" CONFERENCE FITNESS FITNESS LAWN 75cdV 1k '14 IkCHA-47 CHA-43 CHA-45 CHA-51 en OWN D JJ._ long.gloom I ja • ,. - `0 074 BUILDING SHUNT TRIP • ENTRY PORCH 7 Clubhouse - Floor Plan - Power & Systems CHA-40 REFRIG. CU 3.0 'MDPC-30:32 U 4.0 'MDPC-19:21 CU 5.0 'MDPC-23:25 1 /8" = 1'-0" GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN CLUBROOMS, CONFERENCE ROOMS, MULTIPURPOSE ROOMS, AND OTHER ASSEMBLY OCCUPANCIES AS LISTED PER NEC 518.2 SHALL BE LISTED TAMPER -RESISTANT PER NEC 406.12. REFERENCE NOTES: O O ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT AND FUSE REQUIREMENTS FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. O2 PROVIDE 120V RECEPTACLE AND TELEVISION OUTLET FOR WALL MOUNTED TELEVISION. COORDINATE LOCATION AND MOUNTING HEIGHT WITH OWNER/EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. O CONNECT FRACTIONAL HORSEPOWER EXHAUST FAN TO LOCAL LIGHTING CIRCUIT. FAN SHALL BE CONTROLLED BY INDIVIDUAL SWITCH. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. ® ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. O5 PROVIDE DEDICATED 120V DUPLEX RECEPTACLE, CAT5e, AND COAX CABLE FOR CONNECTION OF TREADMILL COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. © PROVIDE 120V DUPLEX RECEPTACLE, CAT5e, AND COAX CABLE FOR CONNECTION OF FITNESS EQUIPMENT. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. O7 PROVIDE RECESSED KNOX BOX FOR FIRE DEPARTMENT BUILDING ACCESS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER AND FIRE DEPARTMENT PRIOR TO ROUGH -IN. ® CONNECT INTERIOR MECHANICAL MINI -SPLIT UNIT MAU-1 THROUGH EXTERIOR UNIT MCU-1. CONNECT PER MANUFACTURER'S RECOMMENDATIONS, AND PROVIDE ALL CONTROL WIRING, CONDUIT, ETC. AS REQUIRED. O9 COORDINATE FLOOR BOX SPECIFICATIONS AND LOCATION WITH OWNER PRIOR TO ROUGH -IN. PROVIDE ALL DEVICES, DIVIDERS, COVERPLATES, ETC. FOR A COMPLETE INSTALLATION. 10 PROVIDE TWO-WAY COMMUNICATIONS BASE STATION AS REQUIRED BY 2018 NFPA 101 LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION. SYSTEM SHALL HAVE TIMED DIAL -OUT CAPABILITY TO A MONITORING LOCATION OR 911. SYSTEM SHALL INCLUDE BOTH AUDIBLE AND VISIBLE SIGNALS. 11 PROVIDE 2- UNDERGROUND CONDUIT FROM MASTER FACP TO SUB -PANEL FACP'S LOCATED IN BUIDLINDS. REFER TO FIRE ALARM RISER DIAGRAM FOR ADDITIONAL INFORMATION. 12 PROVIDE 120V QUAD RECEPTACLE AND DATA OUTLET FOR MAIL PARCEL PACKAGE SYSTEM. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH ARCHITECT AND EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 13 ELECTRICAL CONTACTOR SHALL PROVIDE (1) 8-X8- JUNCTION BOX WITH COVERPLATE ON EACH FLOOR OF BUILDING FOR FUTURE DAS SYSTEM IF REQUIRED. PROVIDE 1-C. (EMPTY W/ PULLSTRING) BETWEEN ALL JUNCTION BOXES FOR FUTURE DAS SYSTEM WIRING. COORDINATE LOCATION OF JUNCTION BOXES WITH OWNER AND FIRE ALARM CONTRACTOR PRIOR TO ROUGH -IN. LABEL ALL JUNCTION BOXES, COVERPLATE AND CONDUIT AS REQUIRED FOR FUTURE IDENTIFICATION. 14 PROVIDE COMBINATION 120V OUTLET AND 'USB' OUTLET. COORDINATE OUTLET SPECIFICATIONS WITH OWNER AND INTERIOR DESIGNER PRIOR TO ROUGH -IN. 15 MOUNT OUTLET FLUSH IN BASE OF MILLWORK. COORDINATE LOCATION WITH INTERIOR DESIGNER PRIOR TO ROUGH -IN. PROVIDE FLEXIBLE CONDUIT AND SUPPORTS AS REQUIRED FOR INSTALLATION. Joseph, Lawpence & Co Consulting Engineeps 1180 FIARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 FORUMI ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 ' 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 2�, SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT N0. 4097 i Clubhouse Floor Plan Power & Systems E 18.31 GENERAL NOTES: FORUME Clubhouse - Floor Plan - Lighting TYPE 'LF2', TYP. 1/8" = 1'-0" A. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS AND ORIENTATIONS. B. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS FOR ADDITIONAL LIGHTING FIXTURE MOUNTING DETAILS AND INFORMATION. C. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED "HOT" TO THE INDICATED LOCAL LIGHTING CIRCUIT. D. VERIFY ALL MOUNTING HEIGHTS AND PENDANT LENGTHS WITH ARCHITECT AND ENGINEER PRIOR TO ORDERING FIXTURES. E. EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHAM BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (10 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM —TO —MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED. F. PROVIDE BLOCKING IN CEILING FOR LARGE LIGHT FIXTURES PER ID DRAWINGS. G. ALL SWITCHES IN CLUBHOUSE TO BE DECORATIVE ROCKER SWITCHES. REFERENCE NOTES: O 0 CONNECT EXTERIOR LIGHTING FIXTURES VIA LIGHTING CONTACTOR 'LC1' FOR AUTOMATIC CONTROL OF FIXTURES. REFER TO DETAIL FOR ADDITIONAL INFORMATION. O2 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR FOR AUTOMATIC CONTROL OF ROOM LIGHTING. SENSOR SHALL OVERRIDE WALL CONTROL AND "TURN OFF" ROOM LIGHTS IF ROOM UNOCCUPIED FOR MORE THAN 20 MINUTES. PROVIDE ADDITIONAL SENSORS, RELAY PACKS, CONTROL WIRING, ETC. AS REQUIRED FOR COMPLETE COVERAGE OF ROOM AND CIRCUITS/SWITCH LEGS SHOWN. CONTROLS SHALL BE "MANUAL ON/AUTOMATIC OFF' WITH THE EXCEP11ON OF RESTROOMS, PUBLIC CORRIDORS, AND LOBBIES. THESE AREAS SHALL BE FULLY AUTOMATIC ON/AUTOMATIC OFF' IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7TH EDITION. O3 PROVIDE WALL MOUNTED, DUAL TECHNOLOGY, LOW VOLTAGE VACANCY SENSOR, WATTSTOPPER #DW-100-24 (OR APPROVED SUBSTITUTION) FOR AUTOMATIC CONTROL OF LIGHTING. CONNECT LIGHTING IN SPACE AS SHOWN ON PLANS VIA WATTSTOPPER LIGHTING POWER PACK #BZ-200 (OR APPROVED SUBSTITUTION). PROVIDE ALL ADDITIONAL POWER PACKS, RELAYS, SENSORS AS REQUIRED FOR COMPLETE COVERAGE OF SPACE AND SWITCHING AS SHOWN ON PLANS. INSTALLATION SHALL COMPLY WITH FLORIDA ENERGY CONSERVATION CODE 2020 7TH EDITION SECTION C405.2.1. Joseph. Laweence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U Z ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJwBLS PROJECT NO. 4097 Clubhouse Floor Plan Lighting E 18.32 FEEDER SCHEDULE REFERENCE NOTES: o GENERAL NOTES: 4 FORUME (DO NEW 120/208V 30 UTILITY PAD MOUNTED TRANSFORMER AVAILABLE SCC = 57,096A OA 2 SETS [(4)#500 kcmil AL, IN 4"C.1 © 2 SETS [(4)#500 kcmil AL & (1)#2/0 AWG AL. GND. IN 4"C.] © (4)#300 kcmil AL & (1)#2 AWG AL. GND., IN 3"C. OD (3)#2/0 AWG AL & (1)14 AWG AL GND. IN 2"C. PER FBCEC C405.5.3, 7th EDITION): ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM OF 5% VOLTAGE DROP TOTAL O SHUNT TRIP IETER C.T. CABINET O I A6F FUSED I I I 20/20 30, 4W GN BOND I 2 #2/0 CU CONCRETE ENCASED #2/0 CU CLUBHOUSE 10 REFER TO SITE PLAN — ELECTRICAL, SHEET E16.01 FOR LOCATION OF UTILITY TRANSFORMER. 2O COORDINATE ALL CONNECTION REQUIREMENTS OF NEW SERVICE WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. O PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANELBOARD. ® PROVIDE 16 AWG CU. GND. INTER —SYSTEM BONDING JUMPER TO INTER —SYSTEM BONDING TERMINAL PER NEC 250.94. O5 PROVIDE 12/0 CU. EQUIPMENT GROUND FOR C.T. CABINET PER LOCAL UTILITY REQUIREMENTS. © ELECTRICAL CONTRACTOR TO PROVIDE 20'-0" OF CONCRETE ENCASED ELECTRODE IN CONCRETE FOUNDATION AS REQUIRED BY NEC 250.52(A)(3). COORDINATE ALL REQUIREMENTS WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. O COORDINATE EXACT LOCATION OF BUILDING SHUNT TRIP WITH FIRE MARSHALL PRIOR TO ROUGH —IN. SHUNT TRIP TO SHUT OFF ELECTRICAL SERVICE TO MDPC. ® PROVIDE 600A, 25OV, 30, 4W, NEMA A SERVICE ENTRANCE RATED DISCONNECT SWITCH FUSED AT 600AMPS. COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. PROVIDE PHENOLIC LABELING AT EACH DISCONNECT FOR SERVICE AS REQUIRED BY NEC. 9O PANEL PROVIDED BY EQUIPMENT SUPPLIER AND CONNECTED BY ELECTRICAL CONTRACTOR. COORDINATE LOCATION, SIZE AND ALL CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. IC=27 042A AIC=23 013A I MDPC PANEL 'CHA' I 600A MLO 225A MLO 120/208V 120/208V LIGHTING 30, 4W 30, 4W CONTACTOR SPD 5/8"x20' CU CLAD GROUND ROD SPD I Clubhouse -Power Riser Diagram NTS POOL EQUIPMENT YARD AIC=5,711A AIC=5,711A I POOL SPLASH PAD I PANEL (BY OTHERS) 3 SPD PANEL (BY OTHERS) 3 SPD I _ I A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250 C. COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY. D. CONTRACTOR TO PROVIDE AND INSTALL ARC ENERGY REDUCTION MITIGATION SYSTEM AND DOCUMENTATION FOR ALL OVERCURRENT DEVICES RATED 1200A OR GREATER PER NEC 240.87. E PER NEC ARTICLE 110.24, ALL CONSTRUCTION DOCUMENTS SHALL PROVIDE A PERMANENT LABEL TO THE FRONT OF SERVICE EQUIPMENT ENCLOSURE STATING THE MAXIMUM AVAILABLE FAULT CURRENT IN AMPS, THE DATE CALCULATED, THE NOMINAL VOLTAGE AND THE FREQUENCY IN HERTZ, THE SERVICE EQUIPMENT BUS RATING IN AMPS, AND THE SCCR OF SERVICE EQUIPMENT IN AMPS. SIGNAGE SHALL BE ENGRAVED, LAMINATED ACRYLIC, OR MELAMINE LABEL, PUNCHED OR DRILLED FOR MECHANICAL FASTENERS WITH WHITE LETTERS ON A BLACK BACKGROUND, MINIMUM 1 /16" THICK. MINIMUM LETTER HEIGHT SHALL BE 1/2-. F. PER NEC ARTICLE 110.16, ARC FLASH WARNING LABELS ARE TO BE INSTALLED ON ALL SWITCHBOARDS, PANELBOARDS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED. ARC FLASH WARNING LABELS SHALL MEET THE ARTICLE 110.21(B). FINISHED GRADE TO POOL PAVILION PANEL 'HPP' REFER TO SHEET E19.43A FOR CONTINUATION 0! Joseph, Lawpence & Co Consultinq Engineers 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 a ARCHITECTURE & 0. INTERIOR DESIGN, INC. C c a 0 m 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Clubhouse Riser Diagram - Electrical E 18.33 F.A.C. 61G15-32.008 DESIGN OF FIRE ALARMS & DETECTION SYSTEMS 61 G15-32.008 DESIGN OF FIRE ALARM AND DETECTION SYSTEM COMPLIANCE NOTES FOR APARTMENTS AND CLUBHOUSE: APPLICABLE CODES: FBC FLORIDA BUILDING CODE (2020) 7TH EDITION FFPC FLORIDA FIRE PREVENTION CODE (2020) 7TH EDITION NFPA 1 FIRE CODE (2018) FLORIDA EDITION • NFPA 101 LIFE SAFETY CODE (2018) FLORIDA EDITION NFPA 70 NATIONAL ELECTRICAL CODE (2017) NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (2016) AHJ - ZEPHYRHILLS, FLORIDA - LOCAL CODES & AMENDMENTS (.4) ENSURE MINIMUM DESIGN QUALITY OF FIRE ALARM SYSTEM AS FOLLOWS A. DESIGN INTENT 1. SYSTEM TYPE: MASTER FIRE ALARM CONTROL PANEL LOCATED IN CLUBHOUSE SHALL BE AN ADDRESSABLE PANEL BY EDWARDS, HONEYWELL, NOTIFIER, SILENT KNIGHT, OR APPROVED EQUIVALENT. SUB -PANEL FACP'S IN EACH APARTMENT BUILDING SHALL BE ADDRESSABLE TYPES. 2. SEE SYMBOL LEGEND ON THIS SHEET. 3. SEE FIRE ALARM RISER DIAGRAM(S) THIS SHEET. 4. CABLING REQUIREMENTS: a. WIRING METHOD: THE SYSTEM WILL BE FREE WIRED USING APPROPRIATE STRAPS, TIES, FITTINGS, ETC. TO PREVENT DAMAGE TO THE WIRING. b. INITIATION CIRCUITS (LOOP): INITIATION LOOP CONDUCTORS SHALL BE WEST PENN JD991 FOR 3000'0" IN LENGTH AND LESS. WEST PENN #D995 SHALL BE USED FOR CIRCUITS OVER 3000'0" IN LENGTH. BELOW GRADE, WET OR DAMP LOCATION INSTALLED CABLE, INCLUDING CABLE INSTALLED ON THE TOP OF EXTERIOR WALKWAYS, SHALL BE WEST PENN AQUASEAL MULTI -CONDUCTOR (14 GAUGE), UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN CONDUIT. c. SIGNAL CIRCUITS: SIGNAL CIRCUITS SHALL BE #14 AWG THWN 19 STRAND COPPER (USE #12 AWG IF VOLTAGE DROP EXCEEDS MANUFACTURER'S SPECIFICATIONS). d. ANNUNCIATOR CIRCUITS: #14 AWG THWN 19 STRAND COPPER (USE #12 AWG IF VOLTAGE DROP EXCEEDS MANUFACTURER'S SPECIFICATIONS). e. EACH AND EVERY WIRE SHALL BE LABELED AT EACH END WITH SLC #, CHANNEL # OR SIGNAL #. EACH SEPARATE CIRCUIT, INITIATION, SIGNAL AND AUXILIARY SHALL HAVE A SPECIFIC NUMBER. LABEL EACH CONDUCTOR BY THIS CIRCUIT NUMBER AT THE CONTROL CONNECTIONS AND AT EACH TERMINAL CONNECTION IN THE TERMINAL CABINETS. 5. FIRE RATINGS REQUIRED FOR SURVIVABILITY: UNLESS NOTED OTHERWISE, PATHWAY SURVIVABILITY SHALL BE LEVEL 0 OR 1. 6. GENERAL OCCUPANCY OF PROTECTED PROPERTY: R-1, R-2, R-3. R-4, BUSINESS (XX PERSONS), FITNESS (XX PERSONS). B. DEVICE LOCATIONS AND RELATED SYSTEMS 1. ALL INITIATION AND NOTIFICATION DEVICES ARE SHOWN ON ELECTRICAL POWER AND SYSTEMS PLANS WITHIN THIS ELECTRICAL DRAWING SET. 2. CONNECTIONS TO OTHER SYSTEMS: PROVIDE RELAYS FOR OTHER LOCAL CONTROL SUCH AS HVAC SHUTDOWN AND FIRE/SMOKE DAMPER RELEASE. RELAYS SHALL BE 10 AMP RATED RELAYS. UPON ACTIVATION OF THE FIRE ALARM SYSTEM, THE RELAY SHALL ACTIVATE AND SHUTDOWN THE CONTROLLED EQUIPMENT. LOCATE ALL RELAYS WITHIN 36" OF EQUIPMENT CONTROLLED. PROVIDE WEATHERPROOF UNITS WHERE INDICATED OR INSTALL IN WEATHERPROOF BOXES. C. STROBE INTENSITY AND SPEAKER OUTPUT RATINGS 1. PER NFPA 72 SECTION 18.4.3 AUDIBLE SIGNALS SHALL BE AT LEAST 15dB ABOVE AVERAGE AMBIENT SOUND LEVEL OR 5dB ABOVE MAXIMUM SOUND LEVEL. WHICHEVER IS GREATER. 2. ALL VISUAL NOTIFICATION DEVICES SHALL HAVE CANDELA RATINGS AS INDICATED ON PLAN SHEET(S), PER NFPA 72 SECTION 18.5.5.4. 3. AUDIBLE APPLIANCES FOR SLEEPING AREAS SHALL PRODUCE A LOW FREQUENCY ALARM SIGNAL THAT COMPLIES WITH NFPA SECTION 18.4.5.3. 4. VISUAL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL HAVE AN INTENSITY LEVEL OF: • 110 CD WHERE TOP OF LENS IS INSTALLED GREATER THAN OR EQUAL TO 24 INCHES FROM THE CEILING 177 CD WHERE TOP OF LENS IS INSTALLED LESS THAN 24 INCHES FROM THE CEILING AND SHALL NOT BE FURTHER THAN 16 FEET FROM THE PILLOW, IN ACCORDANCE WITH NFPA 72 SECTIONS 18.5.5.7.1-18.5.5.7.3. D. CIRCUIT CLASSES INITIATING DEVICE CIRCUITS - CLASS B. SIGNALING LINE CIRCUITS - CLASS B. NOTIFICATION APPLIANCE CIRCUIT - CLASS B. E. FUNCTIONS - SEE FIRE ALARM MATRIX OF OPERATIONS THIS SHEET. F. FIRE ALARM TYPE AND ZONING 1. FIRE ALARM SYSTEM IS AN ADDRESSABLE TYPE. SUB -PANELS ARE ADDRESSABLE TYPE. 2. INITIATING DEVICES SHALL BE ZONED BY BUILDING/FLOOR. 3. EVACUATION SIGNALS SHALL BE ZONED BY BUILDING. G. SURGE PROTECTION DITEK SURGE PROTECTION DEVICES DEVICES SHALL BE PROVIDED AT EACH CONNECTION TO MAIN POWER AND WHERE A CIRCUIT ENTERS/EXITS THE BUILDING. ALL SURGE/TRANSIENT SUPPRESSORS MUST BE CONNECTED TO APPROVED BUILDING GROUND. H. ENVIRONMENTAL FACTORS NO SPECIAL ENVIRONMENTAL FACTORS APPLY. FIRE ALARM DEVICES AND EQUIPMENT TO BE INSTALLED OUTDOORS IN EXTERIOR LOCATIONS SHALL BE SPECIFICALLY DESIGNED AND U.L LISTED AS WEATHERPROOF AND WATERPROOF. J. SITE PLAN AN ELECTRICAL SITE PLAN HAS BEEN PROVIDED ON SHEET E16.01 INDICATING THE LOCATIONS OF MASTER EAM IN CLUBHOUSE AND SUB PANEL FACP'S IN APARTMENT BUILDINGS. J. AREA SMOKE DETECTION 1. WHERE SMOKE DETECTORS ARE USED TO PROVIDE AREA COVERAGE, THEY SHALL BE LOCATED IN ACCORDANCE WITH NFPA 72 SECTION 17.7.3 "LOCATION AND SPACING" AND NFPA SECTION 29.8.3.4 "SPECIFIC LOCATION REQUIREMENTS" FOR THE APPLICABLE CONDITIONS. 2. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WHERE AMBIENT CONDITIONS, INCLUDING HUMIDITY AND TEMPERATURE, ARE OUTSIDE THE LIMITS SPECIFIED BY THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. 3. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 408F OR EXCEED 1008F. 4. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 10 FT FROM A STATIONARY OR FIXED COOKING APPLIANCE, UNLESS LISTED FOR INSTALLATION IN CLOSE PROXIMITY TO COOKING APPLIANCES OR MEETING THE ADDITIONAL CRITERIA LIST IN SECTION 29.8.3.4(4). 5. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3 FT FROM THE FOLLOWING: A DOOR TO A BATHROOM CONTAINING A SHOWER OR TUB, SUPPLY AIR REGISTERS, AND/OR THE TIP OF THE BLADE OF A CEILING PADDLE FAN. K. SMOKE STRATIFICATION - SMOKE STRATIFICATION IS NOT EXPECTED TO OCCUR IN THIS/THESE INTERIOR BUILDING(S). L PERFORMANCE BASED DESIGN (PBD) - THE DESIGN IS DERIVED FROM A PRESCRIPTIVE DESIGN BASIS. M. EVACUATION SIGNAL - EVACUATION SIGNAL IS A GENERAL SIGNAL ❑ BY FLOOR ® BY BUILDING. N. WIRING REQUIREMENTS 1. WIRING SHALL BE IN ACCORDANCE WITH NFPA 72 AND NFPA 70 ARTICLES 300, 760, 770, AND 800, AS APPLICABLE, UNLESS OTHERWISE NOTED. 2. PROTECTION AGAINST DAMAGE: INSTALL WIRING IN METAL RACEWAY. CONCEAL RACEWAY EXCEPT IN UNFINISHED SPACES AND AS INDICATED. 3. FIRE ALARM DEVICES AND EQUIPMENT TO BE INSTALLED OUTDOORS IN EXTERIOR LOCATIONS SHALL BE SPECIFICALLY DESIGNED AND U.L LISTED AS WEATHERPROOF AND WATERPROOF. PROVIDE WEATHERPROOF NEOPRENE GASKETS BETWEEN WALL MOUNTING SURFACE AND FIRE ALARM DEVICE FOR ALL DEVICES MOUNTED OUTDOORS. 0. OPERATIONS AND MAINTENANCE PROCEDURES 1. PROVIDE THE SERVICES OF A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO DEMONSTRATE THE SYSTEM AND TRAIN OWNER'S MAINTENANCE PERSONNEL AS SPECIFIED BELOW: a. TRAIN OWNER'S MAINTENANCE PERSONNEL IN THE LOCATION OF DEVICES, BOXES, PROCEDURES AND SCHEDULES INVOLVED IN OPERATING, TROUBLESHOOTING, SERVICING, AND PREVENTIVE MAINTAINING OF THE SYSTEM. PROVIDE A MINIMUM OF 4 HOURS' TRAINING. TRAINING SHALL INCLUDE A COMPLETE PROJECT WALKDOWN WITH OWNER'S AUTHORIZED REPRESENTATIVE TO IDENTIFY DEVICE LOCATIONS, JUNCTION BOX LOCATIONS AND SURGE SUPPRESSION MODULE LOCATIONS. b. SCHEDULE TRAINING WITH THE OWNER AT LEAST SEVEN WORKING DAYS IN ADVANCE. (5) BATTERY CALCULATIONS AND VOLTAGE DROP CALCULATIONS FIRE ALARM CONTRACTOR SHALL SUBMITTALS AND SHOP DRAWINGS WITH BATTERY CALCULATIONS AND VOLTAGE DROP (CIRCUIT ANALYSIS) CALCULATIONS BASED ON THE SPECIFIC EQUIPMENT INCLUDED IN THOSE SUBMITTALS AND SHOP DRAWINGS. CALCULATIONS SHALL BE COMPLETED USING THE EQUIPMENT MANUFACTURE'S DATA AND APPLICABLE NFPA 72 PROCEDURES. (5) SYSTEM TEST AND DOCUMENTATION REQUIREMENTS FIRE ALARM CONTRACTOR SHALL PERFORM THE TESTING LISTED BELOW AND PREPARE RECORDS PER NFPA 72 SECTION 14.6. ® INITIAL ACCEPTANCE TESTING SHALL BE IN ACCORDANCE WITH NFPA 72 SECTION 14.4.1 FOR ALL NEW APPLIANCE AND CIRCUITS. ❑ RE -ACCEPTANCE TESTING IN ACCORDANCE WITH NFPA 72 14.4.2 FOR MODIFICATIONS OF EXISTING CIRCUITS. ® AFTER INITIAL ACCEPTANCE TESTING, FIRE ALARM SYSTEM TESTING SHALL BE PERFORMED AND DOCUMENTED IN COMPLIANCE WITH THE PERIODIC FREQUENCIES AND METHODS AS SHOWN IN NFPA 72 TABLE 14.3.1. FIRE ALARM SYSTEM RISER DIAGRAM NO SCALE FIRE ALARM RISER - GENERAL NOTES: A FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATICAL SEE FLOOR PLANS FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER. B. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. C. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. D. PROVIDE 120VAC SURGE SUPPRESSION AND LOW VOLTAGE FIRE ALARM CIRCUIT SURGE SUPPRESSION. E. PROVIDE NOTIFICATION APPLIANCE CIRCUITS AND POWER SUPPLIES AS REQUIRED. F. REFER TO POWER AND SYSTEMS FLOOR PLANS FOR FIRE ALARM EQUIPMENT COUNT. G. PROVIDE 1" CONDUIT FROM FACP TO TTB. H. ALL FIRE ALARM CIRCUITS SHALL BE IN CONDUIT WHERE REQUIRED BY CODE OR AHJ. PROVIDE ALL REQUIRED MONITORING AND CONTROL OF MECHANICAL UNITS AS REQUIRED BY AUTHORITY HAVING JURISDICTION. I. VERIFY FIRE PROTECTION FLOW AND TAMPER SWITCH LOCATION WITH FIRE PROTECTION DRAWINGS. PROVIDE ALL REQUIRED MONITORING OF FIRE PROTECTION SYSTEM. J. PER FFPC 6TH EDITION NFPA 1 SECTION 11.10 TWO-WAY RADIO COMMUNICATION ENHANCEMENT SYSTEMS: IN ALL NEW AND EXISTING BUILDINGS, MINIMUM RADIO SIGNAL STRENGTH FOR THE FIRE DEPARTMENT COMMUNICATIONS SHALL BE SHALL BE MAINTAINED AT A LEVEL DETERMINED BY THE AHJ. K. CARBON MONOXIDE DETECTION SHALL BE PROVIDED NEAR GAS APPLIANCES AND WITHIN 10' OF SLEEPING AREAS IN BUILDINGS WITH FUEL BURNING APPLIANCES OR ATTACHED GARAGES, PER FLORIDA STATE STATUTE (2021) #509.211(4) AND 1553.885. FIRE ALARM SYSTEM LEGEND © MANUAL PULL STATION g4cd WALL MOUNTED HORN WITH STROBE (cd=CANEDLA RATING) ®IWP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @4 CEILING MOUNTED HORN WITH STROBE M WALL MOUNTED LOW FREQUENCY MINI HORN ZOM WALL MOUNTED LOW FREQUENCY MINI HORN WITH STROBE 91 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE @I CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE ED WALL MOUNTED STROBE E4 FIRE ALARM BELL © SMOKE DETECTOR ©CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR __0 DUCT MOUNTED SMOKE DETECTOR 0 HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH ® FAN SHUT -DOWN RELAY ® ELECTROMAGNETIC DOOR RELEASE DEVICE SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) io FIREMAN'S PHONE JACK ® SPRINKLER SYSTEM SUPERVISORY TAMPER SWITCH CONNECTION ® SPRINKLER SYSTEM FLOW SWITCH CONNECTION ® CONTROL MODULE ® MONITOR MODULE ® LOCK BOX F1RE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL DIGITAL ALARM COMMUNICATOR TRANSMITTER I CONTROL UNIT ANNUNCIATION I NOTIFICATION I FIRE SAFETY CONTROL I z zzp N v p Z Nin O ii o z o W z g 3 C N Z M E W W � u� oc N o a � a z Uj N N c3 0 o c�7i x a O_ ix a. a. o o `- N v' N N Z f/� N F- ~ W Z Z Z Z Z QFQj m x le C� PC a I I I A U9, cn = SYSTEM INPUTS A B C D E F G H I J K L M N 0 P Q R S 1 MANUAL FIRE ALARM BOXES • • • • • • • • 2 AREA SMOKE DETECTORS • • • • • • • • • 3 IN -DUCT SMOKE DETECTORS • • • • • • 4 HEAT DETECTOR IN ELEVATOR SHAFT/PIT • • • • • • • 5 ELEVATOR LOBBY SMOKE DETECTORS - FIRST FLOOR • • • • • • • • 6 ELEVATOR LOBBY SMOKE DETECTORS - UPPER FLOORS • • • • • • • • 7 WATER FLOW • • • • • • • • 8 SPRINKLER CONTROL VALVE • • • • 9 OPEN CIRCUIT • • • 10 GROUND FAULT • • • 11 NOTIFICATION APPLIANCE CIRCUIT SHORT • • • FIRE ALARM MATRIX OF OPERATIONS NO SCALE L *I Joseph, Lowpence & Co Consulting Engineer's 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.JLCENG.COM C FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS .CPROJECT NO. 4097 U z Fire Alarm Riser Diagram Electrical E 18.34 FORUME PANEL 'CHA' (SECTION 1) LOCATION: ELECTRICAL ROOM VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND k NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 225A ® MLO ❑ MCB MOUNTING: SURFACE FED FROM: MDPC LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 ~ 6 CIRCUIT DESCRIPTION ++ � BRANCH CIRCUIT BKR LOAD KVA PHASE � LOAD KVA BKR BRANCH CIRCUIT � CIRCUIT DESCRIPTION � f NEU GND D ¢ HEU GND 1 RECEPTACLES - ELEC. ROOM 12 12 12 1/2" 20/1 0.18 A 1.00 20/1 10 10 10 /4' GATE MOTOR 2 3 1 RECEPTACLES - TTB 12 12 12 /2' 20/1 0.36 1 B 1.00 20/1 10 10 10 /4' GATE MOTOR 4 5 RECEPTACLES - TTB 12 12 12 1/2' 20/1 0.36 C 0.50 20/1 10 10 10 /4' GATE CONTROLLER 6 7 FACP 5 12 12 12 /2' 20/1 0.50 A 1.00 20/1 10 10 10 /4' GATE MOTOR 8 9 RECEPTACLES - MECH. ROOM 12 12 12 /2' 20/1 0.18 B 1.00 20/1 10 10 10 /4' GATE MOTOR 10 11 CP-1 12 12 12 1/2' 20/1 0.20 C 0.50 20/1 10 10 10 /4` GATE CONTROLLER 12 13 PARCEL LOCKER 12 12 12 /2' 20/1 0.50 A 1.20 26/1 10 10 10 /4' 1 MONUMENT SIGN 14 15 RECEPTACLES - OFFICE 12 12 12 /2" 20/1 1.08 B 1.00 30/2 10 10 10 /4' MAU-1 16 17 RECEPTACLES - OFFICE 12 12 12 /2' 20/1 0.72 C 1.00 - 10 - - - - 18 19 RECEPTACLES - RECEPTION 12 12 12 /2" 20/1 1.08 A 0.90 20/1 12 12 12 1/2" RECEPTACLES - GREAT ROOM 20 21 RECEPTACLES - BREAK ROOM 12 12 12 /2' 20/1 0.72 B 1.08 20/1 12 12 12 1/2' RECEPTACLES - GREAT ROOM SEATING 22 23 RECEPTACLES - WORK COUNTER 12 12 12 1/2' 20/1 0.90 C 0.90 20/1 12 12 12 1/2' RECEPTACLES - CONFERENCE 24 25 KITCHEN EQUIPMENT 12 12 12 1/2' 20/1 0.50 A 1.00 20/1 12 12 12 1/2' COFFEE MAKER 26 27 RECEPTACLES - BREAK COUNTER 12 12 12 /2' 20/1 0.18 B 1.08 20/1 12 12 12 1/2` RECEPTACLES - GREAT ROOM COUNTER 28 29 RECEPTACLES - GAME COUNTER 12 12 12 /2' 20/1 0.36 C 0.54 20/1 12 12 12 1/2' RECEPTACLES - MICRO OFFICES 30 31 KITCHEN EQUIPMENT 12 12 12 /2" 20/1 0.50 A 0.50 20/1 12 12 12 1/2' 2 EWC 32 33 KITCHEN EQUIPMENT 12 12 12 /2' 20/1 0.50 B 0.72 20/1 12 12 12 1/2` RECEPTACLES - RESTROOM 34 35 RECEPTACLES - GAME ROOM ISLAND 12 12 12 /2' 20/1 0.54 C 0.90 20/1 12 12 12 1/2' RECEPTACLES - SPIN 35 37 RECEPTACLES - GAME ROOM 12 12 12 /2' 20/1 1.08 A 0.54 20/1 12 12 12 1/2' RECEPTACLES - YOGA 38 39 SPARE - - - I - 20/1 - B 0.90 20/1 12 12 12 1/2' RECEPTACLES - FITNESS 40 41 SPARE - - - - 20/1 - C 1.08 20/1 12 12 12 1/2 RECEPTACLES - FITNESS 42 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 1.20 KVA 125% 1.50 KVA RECEPTACLES - GENERAL 16.38 KVA 100% 16.38 KVA EQUIPMENT 11.20 KVA 100% 11.20 KVA PANELS (SECITON 2) 15.63 KVA 100% 15.63 KVA CotVNECT VIA LOWCDNTACTOR 2) PROVDE GFCI CIRCUIT BREAKER. 3) SPLIT A/C. CONDENSING UNIT NOT INCLUDED IN LOAD CALC 4) REFER TO RISER DIAGRAMS FOR FEEDER REQUIREMENTS 5) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE TOTAL DEMAND LOAD: 44.71 KVA TOTAL DEMAND AMPS: 124.19 AMPS PANEL 'CHA' (SECTION 2) LOCATION: ELECTRICAL ROOM VOLTAGE: 20BY/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND do NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NO MAINS: 225A ® MLO [IMCB MOUNTING: SURFACE FED FROM: MDPC LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION o z BRANCH CIRCUIT BKR �� KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT c z CIRCUIT DESCRIPTION NEU GND OND NUJ GM 43 TREADMILL 12 12 12 1/2` 20/1 1.00 A 0.50 20/1 12 12 12 1/2" 1 LIGHTS - ELEC/OFFICE/BREAK 44 45 TREADMILL 12 12 12 /2' 20/1 1.00 B 0.95 20/1 12 12 12 1/2' 1 LIGHTS - GAME/VERANDA 46 47 TREADMILL 12 12 12 1/2" 20/1 1.00 C 0.92 20/1 12 12 12 1/2' 1 LIGHTS - LEASING/AMENITIY 48 49 EXERCISE EQUIPMENT 12 12 12 1/2' 20/1 0.40 A 1.03 20/1 12 12 12 1/2' 1 LIGHTS - RESTROOMS/MICRO/CONF. 50 51 EXERCISE EQUIPMENT 12 12 12 /2" 20/1 0.20 B 0.78 20/1 12 12 12 1/2" 1 LIGHTS - FITNESS 52 53 1 U.C. REFRIG. 12 12 12 /2' 20/1 0.50 C 1.50 20/1 12 12 12 1 /2' LIGHTS - SPIN TRACK 54 55 SPARE - - - - 20/1 - A 1.50 20/1 12 12 12 1/2' LIGHTS - SPIN TRACK 56 57 SPARE - - - - 20/1 - B 1.50 20/1 12 12 12 1/2` LIGHTS - SPIN TRACK 58 59 SPARE - - - - 20/1 - C 0.54 20/1 12 12 12 1/2' 1 LIGHTS - EXTERIOR so 61 SPARE - - - - 20/1 - A - 20/1 - - - - ISPARE 62 63 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 64 65 SPARE - - - - 20/1 - C - 20/1 - - - - SPARE 66 67 SPARE - - - - 20/1 - A - 20/1 - - - - SPARE 68 69 SPARE - - - I - 1 20/1 - B - 20/1 - - - - SPARE 70 71 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 72 73 SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 74 75 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 76 77 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 78 79 SPACE ONLY - - - - - - A - 30/3 10 10 10 /4" SURGE PROTECTIVE DEVICE (SPD) 80 81 SPACE ONLY - - - - - - B - - 10 - - - - 82 83 SPACE ONLY - - - - - - C - - 10 184 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 9.22 KVA 125% 11.53 KVA RECEPTACLES - GENERAL 0.00 KVA 100% 0.00 KVA EQUIPMENT 4.10 KVA 100% 4.10 KVA 1 NOTES: VIA LIGHTING CDNUCTOR 2) PROVIDE GFC CIRCUIT BREAKER 3) SPLIT A/C, CONDENSING UNIT NOT INCLUDED IN LOAD CALC 4) REFER TO RISER DID FOR FEEDER REQUIREMENTS 5) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE TOTAL DEMAND LOAD: 15.63 KVA LOAD CARRIED OVER TO FIRST SECTION MDPC LOCATION: ELECTRICAL ROOM VOLTAGE: 20BY/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND do NEUTRAL BUS TYPE: SQUARE-D MAINS: 600A 19MLO [IMCB MOUNTING: SURFACE FED FROM: SERVICE DISC. LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 r CIRCUIT DESCRIPTION c z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRAN gi CIRCUIT CIRCUIT DESCRIPTION f NEU GND D 0 NEUT GND COND 1 PANEL 'CHA' 1 - - - - 225/3 14.90 A 4.33 60/2 6 6 10 1" AHU-1.0 2 3 - - - - - - 14.90 B 4.33 - 6 - - - - 4 5 - - - - - - 14.90 C 4.33 60/2 6 1 6 10 1' AHU-2.0 6 7 PANEL 'HPP' 1 - - - - 100/2 7.61 A 4.33 - 6 - - - - 8 9 - - - - - - 7.61 B 3.41 45/2 8 8 10 1" AHU-3.0 10 11 POOL PANEL 1 - - - - 100/2 5.00 C 3.41 - 8 - - - - 12 13 - I - I - - - - 5.00 A 4.33 60/2 6 6 10 1' AHU-4.0 14 15 SPLASH PAD PANEL 1 - - 1- - 100/2 5.00 B 4.33 - 6 1 - - - - 16 17 - - - - - - 5.00 C 4.33 60/2 6 6 10 1" AHU-5.0 18 19 CU-4.0 2 8 8 10 1' 50/2 2.61 A 4.33 - 6 - - - - 20 21 - 8 - - - - 2.61 B 2.61 50/2 8 8 1 10 1- 2 CU-1.0 22 23 CU-5.0 2 8 8 10 1 ` 50/2 2.61 C 2.61 - 8 - - - - 24 25 - 8 - - - - 2.61 A 2.61 50/2 8 1 8 10 1' 2 CU-2.0 26 27 EWH-1 10 10 10 /4" 30/2 2.25 B 2.61 - 8 - - - - 28 29 - 10 - - - - 2.25 C 1.55 30/2 10 10 10 31V 2 CU-3.0 30 31 SPACE ONLY - - - - - - A 1.55 - 10 - - - - 32 33 SPACE ONLY - - - - I - - B - - - - - - I SPACE ONLY 34 35 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY 36 37 SPACE ONLY - - - - - - A - 30/3 10 1 10 10 /4" SURGE PROTECTIVE DEVICE (SPD) 38 39 SPACE ONLY - - - - - - B - - 10 - - - - 40 41 SPACE ONLY - - - - - - C - - 10 - - - - 42 EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD EQUIPMENT 47.80 KVA 100% 47.80 KVA PANELS 79.93 KVA 100% 79.93 KVA REFER TO RISER DIAGRAM FOR FEEDER REQUIREMENTS. ) NON -COINCIDENTAL LOAD NOT INCLUDED IN CALCULATIONS. TOTAL DEMAND LOAD: 127.73 KVA TOTAL DEMAND AMPS: 353.69 AMPS LIGHTING FIXTURE SCHEDULE - CLUBHOUSE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP LAMP LAMP FIXTURE QTY WATTS MODEL WATTS 6' RECESSED AIR -TIGHT, IC -RATED LED DOWNLIGHT WITH 6DR-TL-L20/835-DIM-UW- CA GALVANIZED STEEL HOUSING, CLEAR SEMI-SPECULAR H.E. WILLIAMS 120 1 19 LED 19 REFLECTOR, DAMP LABEL RATED OM-OF-CS-MWT-I-F1 4.5" RECESSED AIR -TIGHT, IC -RATED LED WALLWASH WITH 4DR-TL-L1O/835-DIM-UNV- CB GALVANIZED STEEL HOUSING, CLEAR SEMI-SPECULAR H.E. WILLIAMS OWW-OF-CS-MWT-I-F1 120 1 12.1 LED 12.1 REFLECTOR, ADJUSTABLE, DAMP LABEL RATED 1'x4' SURFACE OR PENDANT MOUNT WRAP FIXTURE AT UTILITY CC CLOSETS WITH FROSTED RIBBED ACRYLIC SHIELDING AND H.E. WILLIAMS 39-4-L30/835-A-DRV-120 120 1 25 LED 25 WHITE POLYESTER POWDER COAT FINISH CW DECORATIVE EXTERIOR LED WALL SCONCE. UL WET LABEL TBD TBD 120 1 20 LED 20 RATED. LF1 DECORATIVE LED CHANDELIER IN ENTRY SONNEMAN LIGHTING 13' FREEFORM TRI-BAR W/ 120 62 2 LED 124 MONOLINE CYLINDERS SLS1149 LF2 LED TRACK LIGHT IN FITNESS AREA KREON LIGHTING HOLON 80 SINGLE IN-CANA 120 1 10 LED 10 LF3 SINGLE CIRCUIT RECESSED TRACK IN FITNESS AREA KREON LIGHTING CANA CHANNEL 4'W 120 - - - 75W/FT LF4 PENDANT MOUNTED CEILING FAN IN FITNESS AREA MINKA AIRE F896-84-SI 120 - - - 60 LF5 DECORATIVE PENDANT FIXTURE IN CLUBROOM HENGE LIGHTING HORIZONTAL POLYGON LIGHT RING 120 1 50 LED 50 870 DIAMETER LF6 DECORATIVE PENDANT FIXTURE IN CLUBROOM HENGE LIGHTING HORIZONTAL POLYGON LIGHT RING 120 1 40 LED 40 71 DIAMETER LF7 DECORATIVE PENDANT FIXTURE IN CLUBROOM HENGE LIGHTING HORIZONTAL POLYGON LIGHT RING 120 1 30 LED 30 630 DIAMETER LF8 DECORATIVE LED PENDANT OVER BOOTHS SONNEMAN LIGHTING 2970.25C 120 1 10 LED 10 LF9 DECORATIVE LED PENDANT OVER CLUBROOM ISLAND TECH LIGHTING 700TDEBLI6NB-LED927 120 1 12 LED 12 LF10 DECORATIVE LED PENDANT IN OFFICES VISUAL COMFORT CHC5600 120 1 55 LED 55 LF11 DECORATIVE LED PENDANT IN CONFERENCE EUROFASE LIGHTING 35920-021 120 10 7 LED 70 LF12 LED PICTURE LIGHT WAC LIGHTING PL-LED24-30-BK WAC831664 120 1 10 LED 10 LF13 DECORATIVE PENDANT LIGHT OVER BANQUETTE FLOS LIGHTING FU317535 120 1 10 LED 10 LF14 ILLUMINATED BATHROOM MIRROR IBM CLASSIC ROUND 42" 120 1 20 LED 20 LF15 ILLUMINATED BATHROOM MIRROR IBM RECTANGULAR 24`X42" 120 1 20 LED 20 LF16 LED TAPE LIGHT IN ARCHITECTURAL COVE LUMEN TRUSS LUMENWARM- 1 4.5W-2200-2900K 120 - - LED 3W/FT EM WALL MOUNTED EMERGENCY LIGHT WITH THERMOPLASTIC BEGHEW PEH-T20 120 2 1.7 LED 3.4 HOUSING, WHITE FINISH, TWIN HEADS AND BATTERY BACKUP. WALL MOUNTED ECCO LUNA LED EMERGENCY LIGHT WITH EM2 CORROSION/FLAME/VANDAL RESISTANT POLYCARBONATE BEGHEW EL-SE-205LED- 1 20/277-W 120 2 5 LED 10 HOUSING, BATTERY BACKUP, UL WET LABEL RATED UNIVERSAL FACE/MOUNT EXIT SIGN EXIT SIGN WITH WHITE X1 THERMOPLASTIC HOUSING. RED LETTERS, BATTERY BACKUP, BEGHEW PX-R-HT-AT 120 - - LED - DAMP LABEL REATED UNIVERSAL FACE/MOUNT EXIT SIGN WITH SIDE MOUNTED X3 EMERGENCY LIGHTING HEADS, WHITE THERMOPLASTIC HOUSING, BEGHEW XCL-R-U-W 120 - - LED - RED LETTERS, BATTERY BACKUP. NOTES: 1. DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLC;NG.COM CA NO. 28730 am ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: IL SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Clubhouse Schedules - Electrical E 18.35 C NEW MAIN T.T.B. n 3/4"C W/PULL STRING TYP. TELECOM OUTLET GROUND BUS NOTE: COORDINATE EXACT TELECOM REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. FIRST FLOOR 4' CONDUITS TO PROPERTY TELECOM SERVICE DEMARKATION 120V CONTROL ( L CIRCUIT— —j N PHOTOCELL H—O—A SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE TWO WIRE 2P CONTROL RELAY TIME CLOCK J / L 4 COMMUNICATION RISER DIAGRAM NTS NTS STRIP IN TIM #272 STITCHBOND POLYESTER (FABRIC WT. = 3 OZ.) SEE NOTES BELOW. 12" MIN. 1/2" CAULK PERIMETER W/ FLEX SEAL SEBS (WHITE) 24 GA. GALV. STEEL FLASHING — 20" 8" MIN. 16" I I --SET IRON JACK IN BED OF FLEX SEAL CONDUIT NOTES: 1. ALL SURFACES TO BE CLEAN (FREE OF DIRT, GREASE, SCALE, PAINT, ETC.) 2. WIRE BRUSH ALL LOOSE MATERIAL AS REQUIRED. 3. PRIME EXISTING ROOF AND FLASHING W/ SB ELASTOMERIC PRIMER. 4. 5 COURSE 2 PLYS TIETEX W/ SB ELASTOMERIC GEL (FEATHER SECOND PLY) AT MIN. 40 MIL UNCURED PER COURSE. 5. TOP COAT W/ K-2 EXTREME DUTY ELASTOMER (MATCH ROOF COLOR) 6. DETAIL SHOW FOR WEATHERPROOFING PENETRATION ONLY. CONTRACTOR SHALL PROVIDE FIRESTOPPING AS REQUIRED TO MAINTAIN FIRE RATING OF ROOF. N L LIGHTING N CIRCUITS L N L N SSIF, C®Us classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 A COIL CLEARING CONTACTS — I C CR 1 1 CR C ,i i i LATCH -1 1 C I, ��_� CLEAR I I I i I t I I i I L-------------- I J MECHANICALLY HELD LIGHTING CONTACTOR, MOUNT IN NEMA 1 ENCLOSURE (SO. D CLASS 8I WITH TWO WIRE FORM 9R6/LXG CONTROLI ES RELAY) (G.E. #CR160MB SERIES WITH TWO WIRE CONTROL RELAY) (ALLEN BRADLEY �702LP-BA SERIES WITH TWO WIRE CONTROL RELAY) I I I I 4 TO LIGHTS I I I 1 NOTE: PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO DETERMINE EXACT NUMBER OF POLES. SEE ELECTRICAL DRAWINGS FOR ACTUAL CIRCUIT NUMBERS. PROVIDE MINIMUM OF (2) ADDITIONAL/SPARE CONTACTS. CONTACTOR'LC1' SCHEMATIC - PHOTOCELL & TIMECLOCK CONTROLLED System No. W-J-1020 F Rating — 2 Hr T Ratings — 0 and 1/4 Hr (See Item 3B) L Rating At Ambient — Less Than 1 CFM/Sq Ft L Rating At 400 F — 4 CFM/Sq Ft SECTION A -A 1. Wall Assembly — Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The annular space between pipe, conduit or tubing and periphery of opening shall be min 3/4 in. to max 3-1/2 in. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Conduit — Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit. B. Copper Tubing — Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe — Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System — The hourly F and T Rating for the firestop systems are dependent upon the type and size of pipe, annular space, fill material thickness and fill material type as described in the table below. When the annular space in the table shows a range of distances, the penetrating item may be installed either concentrically or eccentrically within the firestop system. The firestop systems shall consist of the following: A. Packing Material — Mineral wool bait insulation firmly packed into opening as a permanent form. As an option to the above, backer rod and/or foamed plastic backer material may be used. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material — Sealant* — Applied within the annulus, flush with both surfaces of wall as shown in the table below: Pipe Type Min Fill MU Thkns In. F Rating Hr. T Rating Hr. 2A 1/4 2 1/4 2B 1/2 2 0 CEILING MOUNTED 3' MINIMUM N.F.PA 72 SMOKE DETECTOR -� CEILING Z W m o0 co z� AUDIOVISUAL N m AND VISUAL AUDIO ONLY ONLY DEVICES DEVICE SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW N.F.P.A. 72 N ON r` U_ 0 Boa oar- ZZ moa L` 08 t— Z Z co Go z = a L4 Z FINISHED FLOOR 6 NTS A/C SUPPLY DIFFUSER ACCEPTABLE HERE NOT ACCEPTABLE HERE MANUAL PULL STATION NOT TO EXCEED 5'-0" STANDARD MOUNTING HEIGHT DETAIL U C us Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC 115 System No. W-L-1175 F Ratings -1 and 2 Hr (See Item 1) T Rating - 0 Hr L Rating at Ambient - Less Than 1 CFM/sq ft L Rating at 400 F - Less Than 1 CFM/sq ft 4" FINISHED WALL — SECTION A -A 1. Wall Assembly — The 1 or 2 hr fire rated 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 shall 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 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* — Nom 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the Fire Resistance Directory. Max diam of opening is 5-1/2 in. The hourly F and T Ratings of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant — One metallic tubing or conduit installed concentrically or eccentrically within the firestop system. Tube or conduit to be rigidly supported on both sides of wall assembly. The annular space between the tube or conduit and periphery of the steel sleeve shall be min 0 in. (point contact) to max 1 in. The following types and sizes of metallic tube or conduit may be used: A. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. 3. Fill Void or Cavity Material* — Putty — Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At point contact location between penetrant and wall, a 1/4 in. crown of fill material shall be applied at the conduittwall interface on both sides of the assembly, lapping 1/4 in. on the conduit and 1/4 in. beyond the periphery of the opening. ROOFPENETRATION *Bearing the UL Classification Mark *Bearing the UL Classification Mark 1 WEATHERPROOF DETAIL 2 UL FIRE RATED DETAIL (W-J-1 020) 3 UL FIRE RATED DETAIL (W-L-1 175) NTS NTS NTS SIDE WALL Joseph, Laweence 8C Co Consultinq Lngineerrs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 I3FO UMN IW I� m a ARCHITECTURE & 0. INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 3 EDITED BY: MJR/BLS i PROJECT NO. 4097 Details Electrical E 18.36