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HomeMy WebLinkAboutGall Blvd - Zephyr Commons Bldg (2)SHEET INDEX ARCHITECTURAL SHEETS ARCHITECTURAL SHEETS MECHANICAL SHEETS A1.01 Title Sheet, Drawing Index & Issue History A6,11 Building Type I - Exterior Elevations M15.00 Apartments Symbols, Abbreviations & General Notes A1.02 Building & Unit Areas, Diagrams & Project Information A6.61 Enlarged Exterior Elevations & Details M15.01 Site Plan - Mechanical A103 General Notes e A6.62 Enlarged Exterior Elevations & Details g M15.11 I Building Type I -First &Second Floor Plan - Mechanical A1.04 Construction & Referenced Assemblies A7,01 Building Type I - Building Sections _ _ M15.12 Building Type I - Third & Fourth Floor Plan - Mechanical A1.05 Construction & Referenced Assemblies A7.11 - Wall Sections - M15.61 Enlarged Unit Plans - Mechanical A1.11 Building Type I - Life Safety Plans A7.12 Wall Sections M15.62 Enlarged Unit Plans - Mechanical A2.01 Architectural Site Plan A7.21 - Section Details M15.63 - Enlarged Unit Plans - Mechanical A7.22 Section Details M15.64 Enlarged Unit Plans - Mechanical A7.23 Section Details M15.65 Enlarged Unit Plans - Mechanical STRUCTURAL SHEETS A7.24 Section Details M15.66 Enlarged Unit Plans - Mechanical S3.01 General Structural Notes A7.25 Section Details M15.67 Enlarged Unit Plans- Mechanical S3.01a Threshold Inspection & Quality Assurance Plans A7.91 Door Installation Flashing Details M15.71 Schedules - Mechanical S3.02 Structural Sections & Details A7.92 Window Installation Flashing Details M15.72 Schedules - Mechanical S3.03 Structural Sections & Details A7.93 Penetration Details M15.81 Details - Mechanical S3.04 Structural Sections & Details A7.94 Flashing Details M15.82 Details - Mechanical S3.05 Structural Sections & Details AT95 Flashing Details M15.83 Details - Mechanical S3.11 Building Type I - Foundation Plan A7.96 Flashing Details M15.84 Details - Mechanical S3.12 Building Type I - Second Floor Framing Plan A8.01 Elevator Plans, Sections & Details M15.85 Details - Mechanical S3.13 Building Type I - Third Floor Framing Plan A8.11 Stair Plans & Section M15.86 Details - Mechanical S3.14 Building Type I - Fourth Floor Framing Plan A8.12 Stair Details M15.91 Risers - Mechanical S3.15 Building Type I - Roof Framing Plan A9.11 Door Schedules & Door Details M15.92 Energy Calcs - Mechanical S4.00.1 Structural Sections & Details - Header / Beam Schedule A9.21 Window Schedule & Details S4.04.1 Structural Sections & Details A9.31 Storefront Schedule & Details _ _ S4.04.2 _ Structural Sections & Details - Shearwall Schedule ELECTRICAL SHEETS S4.04.3 Structural Sections & Details E16.00 Apartments Symbols, Abbreviations & General Notes S4.04.4 Structural Sections & Details PLUMBING SHEETS E16.01 Site Plan - Electrical ---.__._- S4.11 - --- - _ - Structural Sections & Details P14.00 Apartments Symbols, Abbreviations & General Notes _ - -- - -- -- - E16.02_ - - - -_ -- --- - - Site Plan Lighting _ S4.12 Structural Sections &Details P14.01 Site Plan -_ Plumbing E16.03 Site Plan Ian Photometrics S4.21 Structural Sections & Details P14.10 Building Type I - First Floor Below Ground Floor Plan E16.04 Enlarged Site Plan Lighting S4.22 Structural Sections & Details P14.11 Building Type I - First Floor Above Ground & Second Floor Plan E16.11 Building Type I - First & Second Floor Plan - Power & Systems S4.23 Structural Sections & Details 1314.12 Building Type I - Third & Fourth Floor Plan E16.12 Building Type I - Third & Fourth Floor Plan - Power & Systems P14.61 Enlarged Unit Plans - Plumbing E16.13 Building Type I - First & Second Floor Plan - Lighting P14.62 Enlarged Unit Plans - Plumbing - - -- E16.14 _ Building Type I - Third & Fourth Floor Plan Lighting - ARCHITECTURAL SHEETS P14.63 Enlarged Unit Plans - Plumbing E16.61 Enlarged Unit Plans - Electrical A5.10 Building Type I - Architectural Slab Plan P14.64 Enlarged Unit Plans - Plumbing E16.62 Enlarged Unit Plans - Electrical A5.11 Building Type I - First & Second Floor Plan P14.65 Enlarged Unit Plans - Plumbing E16.63 Enlarged Unit Plans - Electrical A5.12 Building Type I - Third & Fourth Floor Plan P14.66 Enlarged Unit Plans - Plumbing E16.64 Enlarged Unit Plans - Electrical A513 Building Type I - Roof Plan P14,67 Enlarged Unit Plans - Plumbing - -- _ E16,65 Enlarged Unit Plans - Electrical _ ..._ _.. _ A5.61a . _ - Unit Al Plans P14.71 - ---- .. Apartments Riser Diagrams - Plumbing E16.66 Enlarged Unit Plans - Electrical A5.61 b Unit Al Plan & Interior Elevations P14.72 Apartments Riser Diagrams - Plumbing E16.67 Enlarged Unit Plans - Electrical A5.62 Unit A2 Plans & Interior Elevations P14.81 Apartments Schedules - Plumbing E16.68 Enlarged Elevator Plans - Electrical A5 63 Unit A3 Plans & Interior Elevations _ _....__.. _ _...___ _. P14.82 nts Details - Plumbing Apartme _ _ ._._ _- . E16.71 Riser Diagram. - Electrical _. _ .._._ A5.64 Unit Bl Plans & Interior Elevations P14.83 Apartments Details - Plumbing E16.73 Sub-FACP Riser Diagram - Electrical A5.65a Unit B2 Plans P14.84 Apartments Details - Plumbing E16.81 Schedules - Electrical A5.65b Unit B2 Interior Elevations E16.82 Schedules - Electrical A5.66 Unit B3 Plans & Interior Elevations E16.83 Schedules - Electrical A5.67a Unit B4 Plans E16.91 Details - Electrical A5.67b Unit B4 Interior Elevations A5.68 Unit B5 Plans & Interior Elevations A5.69 Unit C1 Plans & Interior Elevations A5.81 Enlarged Plans, Unit Finish Schedule & Accessibility Details A5.91 FHA Clear Floor Space Diagrams - Baths A5.92 FHA Clear Floor Space Diagrams - Kitchens A5.93 Fair Housing Requirements REVIEW DATE' 'Ln' CITY OF ZEPHYR ILL BUILDING OFFICIAL ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES Zephyr Commons Building Type City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new, market -rate, multi -family apartments 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 ( 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 adam.barney@jlceng.com 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 AR0017018 / vi JA't`'; •�• O 1 ,• •Y V C N ..•......... � m i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Title Sheet, Drawing Index, Issue History A1.01 GENERAL CODE REQUIREMENTS APARTMENTS N AUTHORITY HAVING JURISDICTION ■ CODE COMPLIANCE: RESIDENTIAL BUILDINGS = BUILDING AREA TABLE: RESIDENTIAL BUILDINGS FORUME ZEPHYRHILLS, FL BUILDING DEPARTMENT (813) 780-0020 REFER TO SHEET A2.01 FOR COMPLETE AREA CALCULATIONS OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R-2 OCCUPANCY) PROJECT INFORMATION CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. 5 RESIDENTIAL BUILDING(S) 4-STORY WOOD FRAME WITH EXTERIOR LOAD BEARING WALLS BUILDING AREA AND HEIGHT LIMITATION 1 CLUBHOUSE BUILDING 1-STORY EXTERIOR LOAD BEARING MASONRY WALLS ALLOWED PROPOSED 1 POOL PAVILION 1-STORY CMU COLUMNS & WOOD FRAME WALLS BUILDING HEIGHT (FBC-B 504.3) 60'-0" 50'-10" 1 TRASH ENLOSURE w MAINTENENCE 1-STORY MASONRY WALLS 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 BUILDING CODES MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation. 73,920 SF 60,754 SF FLORIDA BUILDING CODE -ACCESSIBILITY (FBC-A) SEVENTH EDITION (2020) FIRE PROTECTION (FBC-B TABLE 601 & 602): FLORIDA BUILDING CODE - BUILDING (FBC-B) SEVENTH EDITION (2020) STRUCTURAL FRAME 1 HR 1 HR FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-EC) SEVENTH EDITION (2020) EXTERIOR BEARING WALLS 1 HR 1 HR FLORIDA BUILDING CODE - EXISTING BUILDING (FBC-EB) SEVENTH EDITION (2020) INTERIOR BEARING WALLS 1 HR 1 HR FLORIDA BUILDING CODE - FUEL GAS (FBC-FG) SEVENTH EDITION (2020) EXTERIOR NON -BEARING WALLS 0 HR 0 HR FLORIDA BUILDING CODE - MECHANICAL (FBC-M) SEVENTH EDITION (2020) INTERIOR NON -BEARING WALLS 0 HR 0 HR FLORIDA BUILDING CODE - PLUMBING (FBC-P) SEVENTH EDITION (2020) FLOOR CONSTRUCTION 1 HR 1 HR FLORIDA BUILDING CODE - RESIDENTIAL (FBC-R) SEVENTH EDITION (2020) ROOF CONSTRUCTION 1 HR 1 HR FLORIDA FIRE PREVENTION CODE (FFPC) SEVENTH EDITION (2020) NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION DWELLING UNIT SEPARATION LOCAL ORDINANCES AS APPLICABLE WALLS (FBC-B 708) 1 HR 1 HR FLOOR / CEILING ASSEMBLY (FBC-B 711) 1 HR 1 HR FLORIDA THRESHOLD BUILDING ROOF / CEILING ASSEMBLY (FBC-B711) 1 HR 1 HR ELEVATOR SHAFT ENCLOSURE (FBC-B 713.4) 2 HR 2 HR THIS PROJECT CONTAINS THRESHOLD BUILDING(S). A THRESHOLD BUILDING, IN ACCORDANCE WITH FLORIDA EXIT ACCESS STAIRWAYS (FBC-B 713.4) 2 HR 2 HR STATUTE, IS ANY BUILDING WHICH IS GREATER THAN 3 STORIES OR 50 FEET IN HEIGHT, OR WHICH HAS AN CORRIDORS (FBC-B 1020.1) 1 HR 1 HR ASSEMBLY OCCUPANCY CLASSIFICATION THAT EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS. FOR THRESHOLD INSPECTION PLAN, SEE STRUCTURAL DOCUMENTS. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE INTERIOR FINISHES: RESIDENTIAL BUILDINGS MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL GROUP R-1(SPRINKLERED) AUTHORITY IN ACCORDANCE WITH FBC BUILDING, SECTION 110.8 THRESHOLD BUILDING AND FLORIDA STATUTES CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENT WHERE REQUIREMENTS OVERLAP, CHAPTER 633. DESCRIPTION FBC-B TABLE 803.11 FFPC 30.3.3.2 -NEW PROPOSED FLORIDA WIND-BORNE DEBRIS REGION (GROUP R-2 SPRINKLERED) APARTMENT BUILDINGS ALLOWED ALLOWED TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THIS PROJECT IS NOT LOCATED IN A WIND-BORNE DEBRIS INT EXIT STAIRWAYS, RAMPS C A A REGION AS DEFINED IN CHAPTER 2 OF THE FBC. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADING & PASSAGEWAYS REQUIREMENTS. OPENING PROTECTIONS ARE NOT REQUIRED TO COMPLY WITH FBC 1609.1.2. CORRIDORS & ENCLOSURE C A OR B A FOR EXIT ACCESS ACCESSIBILITY REQUIREMENTS ROOMS & ENCLOSED C A, B, OR C C 1. IN BUILDINGS WITH FOUR OR MORE DWELLING UNITS AND AT LEAST ONE ELEVATOR, ALL DWELLING UNITS AND SPACES 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 TOFHA'SDESIGN AND CONSTRUCTION ■ LIFE SAFETY COMPLIANCE: RESIDENTIAL BUILDINGS 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 REFER TO SHEETS A1.11 THROUGH A1.21 FOR LIFE SAFETY PLANS ELEVATORS, CARRIAGE UNITS, AND UNITS IN BUILDINGS WITH LESS THAN FOUR UNITS ARE NOT COVERED BY FHA. r UNIT AREA TABLE 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 ICC/ANSI All 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 ARCHITECT'S 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. UNIT TYPE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME UNIT TOTAL BY TYPE % UNIT TYPE A/C NON -A/C GARAGE 1 BED / 1 BATH Al 716 83 0 799 72 117 46.43% 1 BED / 1 BATH A2 797 80 0 877 40 1 BED 11 BATH A3 724 3 0 727 5 2 BED / 2 BATH 131 1053 98 0 1151 28 123 48.81 % 2 BED / 2 BATH B2 1061 80 0 1141 40 2 BED / 2 BATH 83 1117 84 0 1201 28 2 BED / 2 BATH B4 1039 82 0 1121 15 2 BED / 2 BATH B5 1099 81 1 0 1180 12 3 BED / 2 BATH C1 1289 66 0 1356 12 12 0.05% TOTAL UNITS IN PROJECT 252 100.00% NOTE 1: THIS INFORMATION SHALL NOT BE USED FOR CONDOMINIUM DOCUMENTS NOTE 2: UNIT AREAS LISTED ARE FROM OUTSIDE TO OUTSIDE OF EXTERIOR WALL OR UNIT PERIMETER WALL, AND TO CENTERLINE OF TENANT WALLS (WHERE APPLICABLE) NOTE 3: 251 LEASEABLE UNITS & 1 DEDICATED MODEL UNIT RESIDENTIAL BLDG TYPE I II BLDG # ON SITE 3, 4, 5 1,2 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) 48 (2 TOTAL ON SITE) A/C NON A/C GROSS A/C NON -A/C GROSS 1ST FLOOR 13,650 1,686 15,336 12,652 1,641 14,293 2ND FLOOR 13,647 1,485 15,132 12,650 1,439 14,089 3RD FLOOR 13,647 1,485 15,132 12,650 1,439 14,089 4TH FLOORS 13,647 1,485 15,132 12,650 1,439 14,089 BUILDING TOTAL 54,591 6,141 60,732 50,602 5,958 56,560 QUANTITY ON SITE 3 2 TOTAL SF ON SITE 182,196 113,120 RESIDENTIAL BLDG TOTAL 295,316 RESIDENTIAL BUILDING TYPE DIAGRAMS BUILDING TYPE 1(3 ON SITE) 16 Al -1 BED / 1 BATH 8 A2-1BED11BATH 1 A3 -1 BED / 1 BATH C1 B5 B2 B2 Al B3 4 B1- 2 BED / 2 BATH 8 132 - 2 BED/2 BATH A2 Al Al Al B4 B1 A2 4 133 - 2 BED/2 BATH 3 134 - 2 BED/2 BATH C1 B5 B2 B2 Al B3 4 65 - 2 BED/2 BATH 4 C1- 3 BED / 2 BATH A2 Al Al Al B4 B1 52 TOTAL UNITS C1 B5 B2 B2 Al B3 A2 Al Al Al B4 B1 C1 B5 132 82 Al B3 A2 Al Al Al A3 131 I STAIRS ENTRY LsTAIRS BUILDING TYPE II (2 ON SITE) 12 Al -1 BED /1 BATH 8 A2-1BED/1BATH B3 Al B2 B2 Al B3 1 A3-1 BED / 1 BATH 8 B1 -2BED/2 BATH A2 61 B4 Al B1 A2 8 132 - 2 BED/2 BATH 8 133 - 2 BED/2 BATH 3 134 - 2 BED/2 BATH B3 Al B2 B2 1 B3 48 TOTAL UNITS A2 61 B4 Al B1 B3 Al B2 B2 1 B3 A2 61 B4 Al B1 B3 Al B2 62 1 83 A2 B1 A3 Al B1 0 UNIT TYPE DIAGRAMS UNIT Al 1 BED / 1 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 36'-10" UNIT B1 2 BED 12 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 43'-0" UNIT B4 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 43'-0" AIRS -ENTRY UNIT A2 1 BED / 1 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 36-10" UNIT B2 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 53-0" UNIT B5 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 4T-7" UNIT A3 1 BED / 1 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 34'-11" UNIT B3 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 49'-7" 1 CQi UNIT C1 3 BED 12 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 42'-10" 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 c 0 0 c m e o. SET DISTRIBUTIONS: S 11/24/21 100% DD Set a 12/23/21 Owner Review Set 02/17/22 Permit Set x I° c- W 0 c c e- -- - -- c SHEET REVISIONS: Q z LL w 0 a ec c c r_ _ v 0 I` PROJECT NO. 4097 Building & Unit Areas, Diagrams & Project I nformation A1,02 M ABBREVIATION LEGEND M FIRE PROTECTION 0 GENERAL DATA AC Air Condition(ed/er) FPM Feet Per Minute PLF Pounds Per Linear Foot AFF Above Finish Floor FIR Fire Rated PLYWD Plywood AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PRE -EN Pre-engineered AHU Air Handler Unit Plaster PSF Pounds Per Square Foot ALT Alternate FRP Fiber Reinforced Panel PSI Pounds Per Square Inch ALUM Aluminum FRT Fire Retardant Treated P-T Post Tension APT Apartment FT Foot / Feet PT Pressure Treated Wood BALC Balcony FTG Footing PTAC Package Terminal AC BDA Bi-Directional Amplification FND Foundation PTD Painted System FOB Face of Beam PVC Poly Vinyl Chloride BFF Below Finish Floor FOS Face of Stud QT Quarry Tile BLDG Building GA Gauge RAID Radius BLKG Blocking GALV Galvanized RCP Reflected Ceiling Plan BM Beam GAR Garage REF Reference BR Bedroom GC General Contractor REFRIG Refrigerator BRG Bearing GLS Glass REINF Reinforce(edling) BRZWY Breezeway GIZ Glazing REQD Required BTM Bottom GYPBD Gypsum Board RM Room B.O. Bottom of HC Hollow Core RO Rough Opening CAB Cabinet HB Hose Bibb IRS Rough Sawn CALC Calculation HDR Header RSC Rough Sawn Cedar CER Ceramic HDW Hardware SAN Sanitary CFM Cubic Feet Per Minute HORIZ Horizontal SC Solid Core CFS Clear Floor Space HR Hour SCH Schedule CIP Cast In Place HT Height SEP Separation CJ Control Joint HVAC Heating, Venting & AC SF Square Feet CL Center Line HW Hot Water S/F Storefront CLG Ceiling IBC International Building Code SGD Sliding Glass Door CLOS Closet ID Interior Design SHT Sheet CLR Clear IDF Intermediate Distribution SHTG Sheathing CMU Concrete Masonry Unit Frame SI Square Inches COL Column IIC Impact Insulation Class SIM Similar CONC Concrete IN Inch / Inches SOG Slab On Grade COND Condenser / Condensate INST Installation SP Spring Point CONT Continuous INSUL Insulation(ed) SPEC Specifications CORR Corridor INT Interior SPF Spruce -Pine -Fur CP Cement Plaster JB Junction Box SQ Square CPT Carpet JST Joist SS Stainless Steel CT Ceramic Tile JT Joint STC Sound Transmission Class CW Cold Water KDAT Kiln Dried After Treatment STD Standard D Dryer KIT Kitchen STL Steel DAS Distributed Antenna System LAM Laminate STO Storage DIA Diameter LAV Lavatory SW Shear Wall DIM Dimension LF Linear Feet SYM Symmetrical DN Down LGMF Light Gauge Metal Framing SYP Southern Yellow Pine DIN Dining LIN Linen T&B Top & Bottom DP Deep LR Living Room T&G Tongue & Groove DR Door LT Light TB Towel Bar DS Down Spout MAX Maximum TEMP Tempered DTL Detail MDF Main Distribution Frame THK Thick DW Dishwasher MECH Mechanical TPD Toilet Paper Dispenser DWG Drawing MEM Membrane TPH Toilet Paper Holder EA Each MEP MECH, ELEC, PLMG T.O. Top of ELEC Electric(al) MFR Manufacturer(ed) TOS Top of Slab ELEV Elevation MIN Minimum TOFD Top of Floor Deck ENG Engineer(ed) MIR Mirror TRS Truss EOP Edge of Paver MISC Miscellaneous TS Tube Steel EOS Edge of Slab MPH Miles Per Hour TYP Typical EQ Equal MR Moisture Resistant UL Underwriters Laboratory EQUIV Equivalent MTD Mounted UNO Unless Noted Otherwise EWC Electric Water Cooler MTL Metal VC Vinyl Covered EXP Expansion NFA Net Free Area VCT Vinyl Composite Tile EXT Exterior NUM/# Number VIER Verify EXTG Existing NOM Nominal VERT Vertical FACP Fire Alarm Control Panel NRC Noise Reduction Class VIF Verify In Field FB Fire Blocking NTS Not To Scale VLT Vault FBC Florida Building Code OC On Center VWC Vinyl Wall Covering FD Floor Drain OCC Occupancy / Occupant W Washer FE Fire Extinguisher OFW Outside Face of Wall W/ With FF Finished Floor OH Overhang W/D Washer/Dryer Combination FFE Finished Floor Elevation 08 Outside of Stud W/O Without FIN Finish(ed) OSB Oriented Strand Board WC Water Closet FJS Finger Jointed Studs PAN Pantry WD Wood FLR Floor PKG Package WDW Window FM Field Measure PLAM Plastic Laminate WIC Walk In Closet FOM Face of Masonry / Concrete PLB Plumb WH Water Heater FP Fire Protection PLMG Plumbing SYMBOLS LEGEND % CENTERLINE OF BUILDING/OBJECT O 00 NUMBERED DOOR SYMBOLS 0'-0" ELEVATION TARGET, INDICATES HGT AFF D_ KEY NOTE WITH LEADER INDICATOR AREVISION DELTA TITLE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT •XX SHEET ON WHICH DETAIL APPEARS NOTE PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT NOTE AX•XX SHEET ON WHICH DETAIL APPEARS A ELEVATION: X DETAIL NUMBER DETAIL DIVISION SHEET ON WHICH DETAIL APPEARS EDESIASSEMBLY TAG: WALL GNATION 1. BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED BY THE BUILDING CODE, DESIGNED AND INSTALLED TO COMPLY WITH THE APPLICABLE NFPA STANDARD. 2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL, THE CONTRACTOR SHALL SUBMIT SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. PAINTING 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE PAINTED AS SPECIFIED, UNO. CABINETS & COUNTERTOPS 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS, 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT, 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO. SOUND TRANSMISSION CLASS COMPLY WITH BUILDING CODE FOR SOUND TRANSMISSION CONTROL REQUIREMENTS. UNLESS OTHERWISE INDICATED, MAINTAIN RATINGS OF AT LEAST 50 STC AND 50 IIC BETWEEN DWELLING UNITS AND BETWEEN DWELLING UNITS AND COMMON SPACES. PENETRATIONS, EDGES, AND JOINTS MUST BE TREATED TO MAINTAIN REQUIRED RATINGS, 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES, DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. INSULATION SITE WORK & FOUNDATION 1 FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED 1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING MATERIALS WHICH COMPLY WITH REQUIREMENTS INDICATED INCLUDING R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF THE STATE ENERGY EFFICIENCY CODE. 2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. 3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. GYPSUM BOARD 1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR GYPSUM BOARD, UNO. 2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO. 3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. PROVIDE TEXTURE FINISH AS SPECIFIED OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY THE OWNER. 4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 5. BASE FOR TILE: GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS, DISCRETE NONASBESTOS FIBER -CEMENT INTERIOR SUBSTRATE SHEETS OR NONASBESTOS FIBER -MAT REINFORCED CEMENTITIOUS BACKER UNITS IN COMPLIANCE WITH ASTM C 1178, C 1288 OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840 AND MANUFACTURER RECOMMENDATIONS. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840. 6. ALL GYPSUM BOARD USED IN NON -CONDITIONED AND/OR EXTERIOR CONDITIONS TO BE EXTERIOR GRADE GYPSUM SHEATHING BOARD, 5/8" THICK, UNO. AS AN ALTERNATE TO STANDARD GYPSUM SHEATHING, THE CONTRACTOR MAY INSTALL A GLASS -MAT GYPSUM SHEATHING PRODUCT. PROVIDE FIRE -RATED EXTERIOR GRADE GYPSUM SHEATHING BOARD AS REQUIRED FOR FIRE -RATED ASSEMBLIES. 7. CONTROL JOINTS TO BE INSTALLED PER GYPSUM ASSOCIATION GA-234 AND PER MANUFACTURER'S RECOMMENDATIONS AND MINIMUM REQUIREMENTS. REFER TO THE PROJECT MANUAL SPECIFICATIONS, DIVISION 09 GYPSUM BOARD, FOR ADDITIONAL INFORMATION. GYPSUM BOARD CONTROL JOINT LOCATIONS ARE NOT SHOWN ON THE DRAWINGS, EXCEPT WHERE INCORPORATED AS A DESIGN ACCENT OR ARCHITECTURAL FEATURE, PROPOSED GENERAL CONTROL JOINT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND THE CONTRACTOR SHALL HAVE THE OWNER REVIEW AND APPROVE PROPOSED LOCATIONS PRIOR TO INSTALLATION. 8. WATER-RESISTANT GYPSUM BOARD SHALL BE USED FOR WALLS AND CEILINGS IN TUB AND SHOWER AREAS ABOVE TILE SURFACES IN COMPLIANCE WITH ASTM C1396. PIPE & TUBE RAILINGS 1. HANDRAILS AND GUARDS TO BE FABRICATED AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. RAILING FABRICATOR'S STATE REGISTERED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FINAL DESIGN AND PREPARATION OF THE SHOP DRAWINGS AND PROVIDE SIGNED AND SEALED COPIES AS REQUIRED. 2. PROVIDE SOLID STRUCTURAL REINFORCEMENT, (FRAMING, BLOCKING, ETC.), AS REQUIRED TO SECURELY ATTACH HANDRAILS, GUARDRAILS, AND RAILING POSTS TO RESIST LINEAR AND CONCENTRATED LOADS AS REQUIRED BY CODE. 3. GUARDS SHALL HAVE INTERMEDIATE PICKETS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. BOTTOM RAIL SHALL REJECT PASSAGE OF 2" DIAMETER SPHERE. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL AT THE OPEN SIDE OF THE STAIRWAY SHALL BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING. HEIGHT OF GUARDS SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED BY CODE. 4. PROVIDE ALL REQUIRED ACCESSORIES, FITTINGS, AND ANCHORS AS NECESSARY FOR A COMPLETE INSTALLATION. INSTALLATION SHALL COMPLY WITH APPLICABLE CODE REQUIREMENTS. FINISHES SHALL BE AS INDICATED OR SPECIFIED, WHERE APPLICABLE, OR AS DIRECTED BY THE OWNER. 5. SEPARATE DISSIMILAR METALS WITH BUTYL RUBBER OR POLYPROPYLENE GASKET OR MASTIC COMPOUND. 6. INSTALL MULTI -POLYMER PLASTIC OR SIMILAR MATERIAL BEARING SHIM STRIPS, 10 THICK, BETWEEN THE BOTTOM OF SURFACE MOUNTED METAL RAILING POST AND CONCRETE SURFACES. DAS/BDA SYSTEMS FIRESTOP QUALITY ASSURANCE PER NFPA 1:11.10, MINIMUM RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL DETERMINED BY THE AHJ AND NFPA 1221. A THIRD PARTY SHALL EVALUATE THE SIGNAL STRENGTH AT THE COMPLETION OF CONSTRUCTION FOR CONFORMANCE WITH THE REQUIREMENTS. IF THE SIGNAL STRENGTH IS NOT COMPLIANT, THE OWNER SHALL PROVIDE A RADIO COMMUNICATION ENHANCEMENT SYSTEM OR OTHER MEANS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE AHJ PRIOR TO THE FINAL FIRE INSPECTION. IF A RADIO COMMUNICATION ENHANCEMENT SYSTEM IS REQUIRED, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE THE NECESSARY CONSULTANTS TO DESIGN THE SYSTEM AND COORDINATION FOR ALL ADDITIONAL REQUIREMENTS. N F PA GRAB BARS PER THE FLORIDA STATE FIRE MARSHAL ON DECEMBER 21, 2021, SECTION 24.2.8 OF NFPA 101 IS IN THE PROCESS OF BEING MODIFIED TO ELIMINATE THE NEED FOR CERTAIN GRAB BARS. THESE DRAWINGS REFLECT THIS PROPOSED CHANGE. FOR NEW BUILDINGS THREE STORIES OR GREATER IN HEIGHT, THE FOLLOWING QUALITY ASSURANCE PROGRAM FOR FIRE -STOP SYSTEMS, PENETRATIONS AND JOINTS SHALL BE PROVIDED: INSPECTIONS OF INSTALLED FIRE -STOP SYSTEMS SHALL BE PERFORMED BY A THIRD PARTY INSPECTOR IN ACCORDANCE WITH NFPA-1-2012 FIRE CODE SECTION 12.3.2, PER ASTM E 2174 AND E 2393 AS APPLICABLE, IN ACCORDANCE WITH AHJ REQUIREMENTS. THE THIRD PARTY INSPECTOR WILL BE CONTRACTED BY THE OWNER. REFER ALSO TO SPECIFICATIONS DIVISION 07, PENETRATION FIRESTOPPING MAILBOXES & PARCEL BOXES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF THE POSTAL BOXES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, APPLICABLE ACCESSIBILITY REQUIREMENTS, AND THE USPS REQUIREMENTS. 2. ALL MAILBOXES AND PARCEL BOXES FOR ALL UNITS COVERED BY THE APPLICABLE ACCESSIBILITY STANDARDS MUST BE INSTALLED WITHIN HEIGHT RANGE INDICATED ON THE DRAWINGS BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE 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, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO. WEATHER/WATER INTRUSION PREVENTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERNVATER-RESISTIVE BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED, 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. 0 DECAY & TERMITE PROTECTION 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 TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY WITH APPLICABLE BUILDING CODE AND THE AHJ. 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERM ITICIDE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. 3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES. THE TREATMENT SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED PEST CONTROL COMPANY. 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDEWALLS, UNO. 6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND ANCHORS TO BE COMPATIBLE. 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR TERMITE INSPECTION. ■ BUILDING ADDRESS 1. BUILDING ADDRESS OR NUMBERS, AS APPROVED BY THE AHJ, SHALL BE PROVIDED FOR THE BUILDINGS SO 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 THE AHJ AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION REQUIREMENTS WITH AHJ, FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN 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 OTHERWISE REQUIRED BY THE AHJ. EXTINGUISHERS SHALL BE INSTALLED WITH THE TOP AT 41" MAX FROM THE GROUND. LIGHT „HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. AND BE LOCATED PER FLOOR WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER. ORDINARY HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:20-B:C, UNO. AND BE LOCATED PER FLOOR WITH A MAXIMUM TRAVEL DISTANCE OF 50 FEET TO THE EXTINGUISHER. 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON 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. aFORUME m ARCHITECTURE & a T 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 AQnnl 7nlQ i SET DISTRIBUTIONS: 11/24/21 12/23/21 02/17/22 100% DID Set Owner Review_ Set Permit Set Qur=r=T DC\/IQIf1A1C- PROJECT NO. 4097 Apartments - General Notes Al .03 N CONCRETE MASONRY UNIT WALL ASSEMBLIES TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE EXTERIOR FINISH PER ELEVATIONS: __ A. FIBER CEMENT LAP SIDING, PANEL &TRIM WITH - r WATER -RESISTIVE BARRIER (BUILDING WRAP) OVER 2 HOUR RATED i i i / %° h:_ PT 1x WOOD FURRING @ 24" OC MAX PER FBC TABLE 721.1(2) MATERIAL 3 i 2 H.R. _..__ — CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN) (WEB THICKNESS _- UNO FOR RATING PER i _ - CALCULATIONS ON i -- PAINT FINISH AT EXPOSED SURFACES x~� THIS SHEET) EXT i INT TYPICAL AT INTERIOR WALLS 17, 2 HOUR RATED M PER \ FBC TABLE 721.1(2) PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE MATERIAL 3 e,= — CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN) -f -- UNO (WEB THICKNESS _ _ PT 2x WOOD FURRING @ 24" OC MAX FOR RATING PER -- CALCULATIONS ON x X, (1) LAYER 1/2" GYPSUM BOARD THIS SHEET) STC 50-52 INT INT LI�> INT PER NCMA TEK — 13-1 C STEEL WALL ASSEMBLIES I 5.14 2 HOUR RATED UNDERWRITER'S LABORATORY (UL) DESIGN U415-B 2 HOUR RATED UNDERWRITER'S LABORATORY (UL) DESIGN U408 N u U U) TYPICAL AT SHAFT WALLS TYPICAL AT NON -BEARING INTERIOR WALLS (1) LAYER 1" GYPSUM LINER PANEL STEEL C-H STUDS AT 24" OC MAX WITH CONTINUOUS TRACK AT TOP AND BOTTOM (2) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 25 GA 3 5/8" LIGHT -GAUGE METAL FRAMING AT 24" OC MAX (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (3) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) WOOD FRAMED WALL ASSEMBLIES (CONT) TYPICAL AT INTERIOR TENANT SEPARATION _ _--- - (1) LAYER 5/8 FIRE -RATED TYPE X GYPSUM BOARD (EXT - _ f Jam- GRADE AT NON -CONDITIONED SPACE) 1 HOUR RATED - CALCULATED PER = 1 - -- DOUBLE ROW OF WOOD STUDS AT 16" OC MAX (STAGGERED) --_ _ PER STRUCTURAL DRAWINGS _= _ FBC-B 722.6.2(1) & FBC-B 722.6.2(2) - __ - ` — 1"AIR SPACE -_ - _ -= --- _ " - — F INSULATION N T " UNFACED BATT IN 0 0 BOTH SIDES (3 MIN) (REFER TO = __- _---_= ---`-- COMPRESSED UNPAGED GATT INSULATION FIREBLOCKING CALCULATIONS _ BETWEEN STUD ROWS AT 10' MAX HORIZONTALLY ON THIS SHEET) GARAGE .. _� UNIT OR - _ - GARAGE,-- (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD UNIT DR STC 56 PER TL-93-266 OTHER INT FIRE SIDE _- s. OTHERINT FIRE SIDE TYPICAL AT NON -BEARING FIRE -RATED ATTIC SEPARATION — (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE GYPSUM -__._--_-- BOARD 1 HOUR RATED -- - WOOD STUDS OR VERTICAL TRUSS MEMBERS AT 16" OC MAX PER STRUCTURAL DRAWINGS - �-- (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE GYPSUM UNDERWRITER'S BOARD LABORATORY (UL) DESIGN U338 ATTIC ATTIC (FIRE SIDE) FIRE SIDE TYPICAL AT INTERIOR NON -BEARING NON -RATED WALL (1) LAYER 112" GYPSUM BOARD (EXT GRADE AT NOW �__--- CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE / PILASTER) NON -RATED WOOD STUDS AT 24" OC MAX _ - - — (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 112" 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 112" GYPSUM BOARD (EXT GRADE AT NON- �- CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS ~-� - NON -RATED CHASE / 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 1l2" GYPSUM BOARD (EXT GRADE AT NOW CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT 0 WOOD FRAMED WALL ASSEMBLIES (CONT) TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES NNV 5 EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BRZWY OR='A BARRIER (BUILDING WRAP): PATIO/BALCONY y--' A. FIBER CEMENT LAP SIDING, PANEL & TRIM (FIRE SIDE) / 1 HOUR RATED CALCULATED PER BRZWY OR FBC-B 722.6.2(1) & i PATIO/BALCONY FBC-B 722.6.2(2) (FIRE SIDE PROVIDE CONTINUOUS CAVITY FIREBLOCKING PER FLOOR (REFER TO i ---� -: -�---- — (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR CALCULATIONS -_ T-- - GLASS MAT FACED GYPSUM BOARD - ON THIS SHEET) --__--__-_- � ------- _ �� — WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS ---��� EXT _-- - (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS TYPICAL AT EXTERIOR RATED WALLS - FINISH BOTH SIDES <e> _.. i - EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE ` f BARRIER (BUILDING WRAP): A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED f' CALCULATED PER FBC-B 722.6.2(1) & FBC-B 722.6.2(2) - (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR (REFER TO I i GLASS MAT FACED GYPSUM BOARD CALCULATIONS ON THIS SHEET) WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS EXT i -------------------------- i EXT TYPICAL AT INTERIOR BEARING OR OTHER FIRE -RATED WALL 4� - - (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 1 HOUR RATED �-' `! _ - - `- WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS — (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES CALCULATED - _ PER (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT FBC-B 722.6.2(1) & _ = " GRADE AT NON -CONDITIONED SPACE) FBC-B 722.6.2(2) --' (REFER TO CALCULATIONS ON THIS SHEET) INT INT (.FIRE SIDE) F( IRE SIDE) TYPICAL AT INTERIOR NON -BEARING WALL INTERRUPTING RATED CEILING PER FBC 714.4.2 -- - - (1) LAYER 1/2" MIN TYPE X GYPSUM BOARD (EXT GRADE AT - NON -CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS - NON -RATED CHASE / PILASTER) NON -RATED _ - WOOD STUDS AT 24" OC MAX WITH DOUBLE TOP PLATE f (NOT SHOWN) UNFACED BATT INSULATION BETWEEN J - CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" MIN TYPE X 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 CORRIDOR TO UNIT (1) LAYER 5/8"FIRE-RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE 1 HOUR RATED ---- -- — RESILIENT CHANNELS INSTALLED HORIZONTALLY AT 24" OC _~-- -- MAX - - _ - — WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S LABORATORY i - _ -- - -- R-19 UNFACED BATT INSULATION (COMPRESS INTO 2X4 _: _ ----_. (UL) DESIGN -r - CAVITIES AS APPLICABLE) U305 �' - _-= _ _ - (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD STC 51------ ----- PER NGC 2011071 -- CORRIDOR UNIT _ _.:_ (FIRE SIDES TYPICAL AT INTERIOR BEARING WALLS - FINISH ONE SIDE WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS -----__ / - BATT INSULATION AT CONDITIONED SPACES 1 HOUR RATED -_ _ ! '— (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) CALCULATED PER �J FBC-B 722.6.2(1) & FBC-B 722.6.2(2) -'- -or - (REFER TO CALCULATIONS ON THIS SHEET) _ -__ NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX _- INT HORIZONTALLY CAVITY -- - LRE SIDE) CONSTRUCTION ASSEMBLY NOTES A ASSEMBLIES MAY NOT BE NUMBERED IN SEQUENTIAL ORDER. B THE INDICATED UL ASSEMBLIES AND OTHER SPECIFIED FIRE RATED DESIGNS ARE THE "BASIS OF DESIGN" FOR FIRE SAFETY, SOUND TRANSMISSION, MATERIAL SELECTION, ETC. THE COMPONENTS OF THE RATED ASSEMBLY SHALL BE PER THE SPECIFIED FIRE TEST AND/OR SOUND TEST. THE CONTRACTOR MAY SUBMIT ALTERNATE ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, PRIOR TO CONSTRUCTION, TO BE USED IN PLACE OF THE ASSEMBLIES INDICATED ON THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN THE SYSTEM THAT IS PART OF THE ASSEMBLY, SUBSTITUTION OF MATERIALS OR ADDITIONAL MATERIALS WHICH ARE NOT ALLOWED PER THE ASSEMBLY WILL NOT BE ACCEPTED. APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF ANY PROPOSED ALTERNATE ASSEMBLIES TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION. C CONTRACTOR TO PROVIDE CURRENT UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE FIRE RATED ASSEMBLIES BEING PENETRATED. SUBMIT COPIES OF UL LISTED PENETRATION SYSTEMS TO ARCHITECT FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF PROPOSED PENETRATION FIRESTOP SYSTEM TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION, D THE ANNULAR SPACE OF PENETRATIONS OF METAL PIPING OR TUBING WITH A MAX 6" DIA. THROUGH HORIZONTAL ASSEMBLIES SHALL BE PROTECTED PER CODE OR BY AN APPROVED FIRESTOP SYSTEM. E FIRESTOP SYSTEM PENETRATIONS THROUGH WALLS SHALL HAVE'F RATINGS MATCHING THE WALL BEING PENETRATED. F FIRESTOP SYSTEM PENETRATIONS THROUGH HORIZONTAL ASSEMBLIES SHALL HAVE'F' &'T' RATINGS MATCHING THE FLOOR BEING PENETRATED, EXCEPT THAT T-RATINGS ARE NOT REQUIRED WHERE THE PENETRATIONS OCCUR WITHIN THE CAVITIES OF WALLS PER CODE. G COPIES OF ALL REFERENCED FIRE -RATED DESIGNS HAVE BEEN INCLUDED IN THE PROJECT MANUAL SPECIFICATIONS. H FOR NEW BUILDINGS THREE STORIES OR GREATER IN HEIGHT, THE FOLLOWING QUALITY ASSURANCE PROGRAM FOR FIRE -STOP SYSTEMS, PENETRATIONS AND JOINTS SHALL BE PROVIDED BY THE OWNER: INSPECTIONS OF INSTALLED FIRE -STOP SYSTEMS SHALL BE PERFORMED BY A THIRD PARTY INSPECTOR IN ACCORDANCE WITH NFPA-1-2012 FIRE CODE SECTION 12.3.2, PER ASTM E 2174 AND E 2393 AS APPLICABLE, IN ACCORDANCE WITH AHJ REQUIREMENTS. THE THIRD PARTY INSPECTOR WILL BE CONTRACTED BY THE OWNER, REFER ALSO TO SPECIFICATIONS DIVISION 07, PENETRATION FIRESTOPPING. I RESILIENT CHANNEL (RC) INSTALLATION: FOR ALL WALLS SCHEDULED WITH RC, INSTALL HORIZONTALLY AT 24" OC MAX, 4"-6" FROM CEILING AND 2" FROM BOTTOM, AND AS REQUIRED TO SUPPORT CABINETS, ALWAYS WITH OPEN LEG POINTING UP. NEST/OVERLAP CHANNEL ENDS 4". FOR ALL CEILINGS SCHEDULED WITH RC, INSTALL PER TESTED ASSEMBLY REFERENCED, PROVIDE A 1/4"-1/2" GAP BETWEEN THE ENDS OF ALL RC AND ADJACENT CONSTRUCTION. SCREWS USED TO ATTACH GYP BD TO RC SHALL NOT DIRECTLY CONTACT FRAMING/STRUCTURE, J ACOUSTICAL SEALANT: APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT (1/4"-112") APPROVED FOR USE IN FIRE -RATED ASSEMBLIES AS NOTED BELOW AS A CRITICAL COMPONENT OF ACHIEVING A MINIMUM SOUND RATING OF STC & IIC 50 PER FBC/IBC CHAPTER 12: • WITHIN ALL DWELLING UNITS ABOVE THE GROUND FLOOR, APPLY ACOUSTICAL SEALANT AT THE BOTTOM OF GYP BD SHEATHING INSTALLED ON INTERIOR WALLS, TENANT WALLS, AND WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS. • WITHIN ALL DWELLING UNITS, APPLY ACOUSTICAL SEALANT AROUND THE PERIMETER OF ALL MEMBRANE PENETRATIONS OF GYP BD WALL AND CEILING SHEATHING INSTALLED ON TENANT WALLS, WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS, AND AT FLOOR -CEILING ASSEMBLIES. SUCH MEMBRANE PENETRANTS INCLUDE ELECTRICAL BOXES (FOR SWITCHES, OUTLETS, LIGHT FIXTURES AND CEILING FANS), MECHANICAL DUCTWORK / BOXES, SPRINKLER HEADS, ETC. K REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO LUMBER SIZE/GRADE/SPACING, ATTACHMENT, ADDITIONAL ENGINEERED WOOD SHEATHING REQUIRED TO DEVELOP SHEAR, SCHEDULES FOR COLUMNS/POST/HEADERS/LINTELS AND OTHER REQUIREMENTS, RATED ASSEMBLY CALCULATIONS (AS REFERENCED WOOD WALLS (FROM FIRE SIDE) PER FBC 722.6: FIRE RATING AT CMU WALLS PER FBC 722.3.2: RATING RATING MATERIAL (MINUTES) AGGREGATE & MIN EQUIV THICKNESS (HOURS) WOOD STUDS AT 16" OC MAX 20 LIMESTONE AT 2.7" OR SILICEOUS AT 2.8" 1 (1) LAYER 5/8" FIRE -RATED 40 LIMESTONE AT 4.0" OR SILICEOUS AT 42' 2 TYPE X GYP BD TOTAL TIME 60 AT CIP CONCRETE PER FBC 722.2: AT CIP COLUMNS PER FBC 722.2.4: MIN THICKNESS SLABMALL (WORST -CASE RATING MIN AGGREGATE) (HOURS) DIMENSION 3.5" 1 8" 5.0" 2 10- (OR 8" X 36" MIN) 6,25" 3 12" (OR 8" X 36" MIN) 7.0" 4 14" (OR 10" X 36" MIN) ASSEMBLY TAG ASSEMBLY TYPE _ W = WALL F = FLOOR R = ROOF -- ASSEMBLY MATERIAL W..... = WOOD _... C = CONCRETE # S - STEEL ASSEMBLY NUMBER RATING (HOURS) 0 WOOD FRAMED WALL ASSEMBLIES 1 2 3 d CMU COLUMNS PER 722.3.5 TYPICAL DIMENSION RATING (MIN SIDE) (HOURS) 8" 1 10" 2 12" 3 16"+ 4 0 INSULATION 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 TYPICAL AT EXTERIOR BEARING WALLS .1 -- - _ _ - EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE __ .-' - BARRIER (BUILDING WRAP): --- - A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED __ B. MANUFACTURED STONE VENEER WITH GROUTED JOINTS OVER 1/2" MIN CEMENT PLASTER SCRATCH --- COAT ON METAL LATH WITH PAPER BACKING CALCULATED _ - PER FBC-B 722.6.2(1) & FBC-B 722.6.2(2) (REFER TO - (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL CALCULATIONS \_ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS ON THIS SHEET) i ;::_. �� ` - °OC MAX PER STRUCTURAL DRAWINGS WOOD STUDS AT 16 UNFACED BATT INSULATION AT CONDITIONED SPACES _ INT EXT (FIRE SIDE) — (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES WW 3 _— „ — EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BARRIER BUILDING WRAP): A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED r B. MANUFACTURED STONE VENEER WITH GROUTED �. JOINTS OVER 1/2" MIN CEMENT PLASTER SCRATCH i COAT ON METAL LATH WITH PAPER BACKING CALCULATED i \� PER FBC-B 722.6.2(1) & FBC-B 722.6.2(2) �� --- (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL (REFER TO EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS CALCULATIONS � i � - ON THIS SHEET) i i \_. WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS BRZWY OR (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR BALCONY GLASS MAT FACED GYPSUM BOARD EXT i ARE SIDE) 3 .0 �FO UM 0 a ARCHITECTURE & INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 22 i 6 Altamonte Springs, FL 3271� 407.830.140 AR9719 u www.foru march itecture.cor i Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 3 Karen V McIntyre SET DISTRIBUTIONS: _ ___-- 11124/21 100% DD Set L 12/23/21 Owner Review Set 02117/22 Permit Set Apartments - Construction & Referenced Assemblies Al .04 E FLOOR / CEILING ASSEMBLIES I TYPICAL AT UNITS / INTERIOR SPACES "1 FLOORING PER INTERIOR FINISH SCHEDULEINOTES - 3/4" POURED GYPSUM CONCRETE UNDERLAYMENT 1 HOUR RATED SOUND UNDERLAYMENT WITH PERIMETER ISOLATION THROUGHOUT ALL UNIT AREAS, GC TO SUBMIT MFR TEST DATA INDICATING MIN IIC 50 COMPLIANCE WITH ASSEMBLY UNDERWRITER'S (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL LABORATORY SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS (UL) DESIGN L546 20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS UNFACED BATT INSULATION: SECURE TO SUBFLOOR (BASE BID) OR OVER RC AS NOTED BELOW (ALT DEDUCT) IIC 50+ PER _ j'` -'r �I `ti� PI PI '1l i (� i �, -- �- j i" j �; e j �; "' )r" 1' RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16" Al 176.02-201-10 " ` ' 1 ` " ' ` " " " " ` OC, REDUCE TO 12" OC IF INSULATION LOCATED OVER A8745.06-201-10 CHANNELS 100528151CRT-001M (1) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) TYPICAL AT UNIT BALCONY FIN 5 1.5" MIN NORMALWEI HT LIGHTWEIGHT G OR CONCRETE TOPPING ON 60 MIL (MIN) ELASTOMERIC MEMBRANE (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL 1 HOUR RATED SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S WITH SLOPED TOP CHORD TO PROVIDE 18" DEPTH AT T.O. LABORATORY SLOPE AND 17" AT B.O. SLOPE (UL) DESIGN L528 �--- RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16" OC (1) LAYER 5/8" FIRE -RATED TYPE C EXT GRADE GYPSUM BOARD TYPICAL AT INTERIOR LOCATIONS) eFLOORING PER INTERIOR FINISH SCHEDULE/NOTES 314" POURED GYPSUM CONCRETE UNDERLAYMENT 2 HOUR RATED (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS 20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S LABORATORY (UL) DESIGN L577 UNFACED BATT INSULATION: SECURE TO SUBFLOOR (1) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 12" OC (2) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD (FACE LAYER TO BE EXT GRADE AT NON -CONDITIONED SPACE) NOTE: NO DUCTS/DAMPERS ALLOWED 0 ROOF / CEILING ASSEMBLIES (CONT) TYPICAL AT PITCHED ROOF RW1 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES B. STANDING SEAM METAL ROOF PANELS 1 HOUR RATED -..--'r C. CONCRETE ROOF TILE SET WITH FOAM ADHESIVE rr y- y..f" ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS UNDERWRITER'S LABORATORY (1) LAYER 1/2".5/8" (NOMINAL) WOOD STRUCTURAL PANEL (UL) DESIGN ROOF SHEATHING PER STRUCTURAL DRAWINGS P522 WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLAN(S) BLOWN OR BATT INSULATION OVER CONDITIONED SPACES RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 12" OC (1) LAYER 518" FIRE -RATED TYPE C GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) TYPICAL AT 2-HOUR CEILING MEMBRANE RW5 - (1) LAYER 3/4" (NOMINAL) WOOD STRUCTURAL PANEL SHEATHING PER STRUCTURAL DRAWINGS 2X8 JOISTS AT 24" OC MAX PER STRUCTURAL DRAWINGS 2 HOUR RATED GYPSUM (3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD ASSOCIATION (GA) DESIGN 7/8" METAL FURRING CHANNELS PERPENDICULAR TO JOISTS FC 5725 AT 24" OC (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) INT FI( RE SIDE) NOTE: NO INSULATION OR DUCTS/DAMPERS ALLOWED TYPICAL AT CAP SLAB WITHIN TRUSS CAVITY AND ABOVE UNFINISHED/UNCONDITIONED SPACE C-53 2 HOUR RATED 6" THICK CONCRETE SLAB PER STRUCTURAL DRAWINGS CALCULATED PER b q FBC-B 722.2.2.1 N .4 (REFER TO CALCULATIONS ON THIS SHEET) CONSTRUCTION ASSEMBLY NOTES A ASSEMBLIES MAY NOT BE NUMBERED IN SEQUENTIAL ORDER. B THE INDICATED UL ASSEMBLIES AND OTHER SPECIFIED FIRE RATED DESIGNS ARE THE "BASIS OF DESIGN" FOR FIRE SAFETY, SOUND TRANSMISSION, MATERIAL SELECTION, ETC. THE COMPONENTS OF THE RATED ASSEMBLY SHALL BE PER THE SPECIFIED FIRE TEST AND/OR SOUND TEST, THE CONTRACTOR MAY SUBMIT ALTERNATE ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, PRIOR TO CONSTRUCTION, TO BE USED IN PLACE OF THE ASSEMBLIES INDICATED ON THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN THE SYSTEM THAT IS PART OF THE ASSEMBLY. SUBSTITUTION OF MATERIALS OR ADDITIONAL MATERIALS WHICH ARE NOT ALLOWED PER THE ASSEMBLY WILL NOT BE ACCEPTED, APPROVAL OF THE ASSEMBLY BY THE ARCHITECT DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF ANY PROPOSED ALTERNATE ASSEMBLIES TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION. C CONTRACTOR TO PROVIDE CURRENT UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE FIRE RATED ASSEMBLIES BEING PENETRATED. SUBMIT COPIES OF UL LISTED PENETRATION SYSTEMS TO ARCHITECT FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF PROPOSED PENETRATION FIRESTOP SYSTEM TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION. D THE ANNULAR SPACE OF PENETRATIONS OF METAL PIPING OR TUBING WITH A MAX 6" DIA. THROUGH HORIZONTAL ASSEMBLIES SHALL BE PROTECTED PER CODE OR BY AN APPROVED FIRESTOP SYSTEM, E FIRESTOP SYSTEM PENETRATIONS THROUGH WALLS SHALL HAVE'P RATINGS MATCHING THE WALL BEING PENETRATED, F FIRESTOP SYSTEM PENETRATIONS THROUGH HORIZONTAL ASSEMBLIES SHALL HAVE'F' &'T' RATINGS MATCHING THE FLOOR BEING PENETRATED, EXCEPT THAT T-RATINGS ARE NOT REQUIRED WHERE THE PENETRATIONS OCCUR WITHIN THE CAVITIES OF WALLS PER CODE. G COPIES OF ALL REFERENCED FIRE -RATED DESIGNS HAVE BEEN INCLUDED IN THE PROJECT MANUAL SPECIFICATIONS. H FOR NEW BUILDINGS THREE STORIES OR GREATER IN HEIGHT, THE FOLLOWING QUALITY ASSURANCE PROGRAM FOR FIRE -STOP SYSTEMS, PENETRATIONS AND JOINTS SHALL BE PROVIDED BY THE OWNER: INSPECTIONS OF INSTALLED FIRE -STOP SYSTEMS SHALL BE PERFORMED BY A THIRD PARTY INSPECTOR IN ACCORDANCE WITH NFPA-1-2012 FIRE CODE SECTION 12.3.2, PER ASTM E 2174 AND E 2393 AS APPLICABLE, IN ACCORDANCE WITH AHJ REQUIREMENTS. THE THIRD PARTY INSPECTOR WILL BE CONTRACTED BY THE OWNER. REFER ALSO TO SPECIFICATIONS DIVISION 07, PENETRATION FIRESTOPPING. I RESILIENT CHANNEL (RC) INSTALLATION: FOR ALL WALLS SCHEDULED WITH RC, INSTALL HORIZONTALLY AT 24" OC MAX, 4"-6" FROM CEILING AND 2" FROM BOTTOM, AND AS REQUIRED TO SUPPORT CABINETS, ALWAYS WITH OPEN LEG POINTING UP. NEST/OVERLAP CHANNEL ENDS 4". FOR ALL CEILINGS SCHEDULED WITH RC, INSTALL PER TESTED ASSEMBLY REFERENCED, PROVIDE A 1/4"-1/2" GAP BETWEEN THE ENDS OF ALL RC AND ADJACENT CONSTRUCTION. SCREWS USED TO ATTACH GYP BD TO RC SHALL NOT DIRECTLY CONTACT FRAMING/STRUCTURE. J ACOUSTICAL SEALANT: APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT (1/4"-1/2") APPROVED FOR USE IN FIRE -RATED ASSEMBLIES AS NOTED BELOW AS A CRITICAL COMPONENT OF ACHIEVING A MINIMUM SOUND RATING OF STC & IIC 50 PER FBC/IBC CHAPTER 12: • WITHIN ALL DWELLING UNITS ABOVE THE GROUND FLOOR, APPLY ACOUSTICAL SEALANT AT THE BOTTOM OF GYP BD SHEATHING INSTALLED ON INTERIOR WALLS, TENANT WALLS, AND WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS. • WITHIN ALL DWELLING UNITS, APPLY ACOUSTICAL SEALANT AROUND THE PERIMETER OF ALL MEMBRANE PENETRATIONS OF GYP BD WALL AND CEILING SHEATHING INSTALLED ON TENANT WALLS, WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS, AND AT FLOOR -CEILING ASSEMBLIES, SUCH MEMBRANE PENETRANTS INCLUDE ELECTRICAL BOXES (FOR SWITCHES, OUTLETS, LIGHT FIXTURES AND CEILING FANS), MECHANICAL DUCTWORK / BOXES, SPRINKLER HEADS, ETC. K REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO LUMBER SIZE/GRADE/SPACING, ATTACHMENT, ADDITIONAL ENGINEERED WOOD SHEATHING REQUIRED TO DEVELOP SHEAR, SCHEDULES FOR COLUMNS/POST/HEADERS/LINTELS AND OTHER REQUIREMENTS. RATED ASSEMBLY CALCULATIONS (AS REFERENCED) WOOD WALLS (FROM FIRE SIDE) PER FBC 722.6: FIRE RATING AT CMU WALLS PER FBC 722,3.2: RATING RATING MATERIAL (MINUTES) AGGREGATE & MIN EQUIV THICKNESS (HOURS) WOOD STUDS AT 16" OC MAX 20 LIMESTONE AT 2,7" OR SILICEOUS AT 2.8" 1 (1) LAYER 5l8" FIRE -RATED 40 LIMESTONE AT 4.0" OR SILICEOUS AT 4.2" 2 TYPE X GYP BD TOTAL TIME 60 AT CIP CONCRETE PER FBC 722.2: J AT CIP COLUMNS PER FBC 722.2.4: 1 CMU COLUMNS PER 722.3.5 MIN THICKNESS SLAB/WALL TYPICAL (WORST -CASE RATING MIN RATING DIMENSION RATING AGGREGATE) (HOURS) DIMENSION (HOURS) (MIN SIDE) (HOURS) 3.5" 1 8" 1 8" 1 5.0" 2 10" (OR 8" X 36" MIN) 2 10" 2 6.25" 3 12" (OR 8" X 36" MIN) 3 12" 3 7.0" 4 14" (OR 10" X 36" MIN) 4 160+ 4 ASSEMBLY TAG ASSEMBLY TYPE W WALL F - FLOOR R = ROOF ASSEMBLY MATERIAL W - WOOD C - CONCRETE .# S - STEEL ASSEMBLY NUMBER INSULATION DESIGN INSULATION MIN VALUES FOR ASSEMBLIES SCHEDULED WITH INSULATION, TYPICAUUNO: R-11 MIN AT TENANT SEPARATION R-13 AT 2x4 STUD FRAMING R-19 AT 2x6 STUD FRAMING R-30 AT ATTIC 2 M V c 2 FO UM 0 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 Aaprtments - Construction & Referenced Assemblies Al .05 0 Building T Building T Third Floor Similar TRAVEL WITHIN UNIT = 4V-5" (FFPC) e I - Fourth Floor Life Safety Plan e I -Second Floor Life Safety Plan v �' FROM FLOORS ABOVE 0 OCCUPANCY & MEANS OF EGRESS: RESIDENTIAL BUILDINGS 0 SHEET NOTES OCCUPANCY LOAD (FBC-B TABLE 1004.5 & FFPC TABLE 7.3.1.2) A REFER TO SHEET A1.03 FOR GENERAL NOTES RESIDENTIAL UNITS (R-2) 200 S.F. GROSS / OCC. TRAVEL DISTANCE (FBC-B TABLE 1017.2 & FFPC 30.2.6) FBC-B ALLOWED FFPC ALLOWED WITHIN DWELLING UNITS N/A 125'-0" UNIT ENTRY TO AN EXIT N/A 200'-0" MOST REMOTE POINT WITHIN A STORY TO AN EXIT 250'-0" N/A EXITING REQUIREMENTS NUMBER OF EXITS (FBC-B 1006 & FFPC 7.4) STAIR (COMMON) (FBC-B 1011 & FFPC 7.2.2) WIDTH RISE RUN LANDING HEADROOM HANDRAIL DIAMETER HANDRAIL PROJECTION FROM WALL = 42'-7" (FFPC) FBC-B REQUIRED FFPC REQUIRED 2 EXITS 2 EXITS PROPOSED 53' 100'-6" 129'-5" PROPOSED 2 EXITS 44"(MIN) 44"(MIN) >44" 7" (MAX) 4" (MIN) - 7" (MAX) 6" 5 R 5 7" 11"(MIN) 11"(MIN) 11" 36"(MIN) 36"(MIN) >36" 80" 80" >80" 1.25%2" (MAX) 1.25"-2" (MAX) 1.5" 1.5" 2.25" 2.25" FROM FLOORS ABOVE 1 /16" = 1'-0" 1 /16" = V-0" B RATINGS SHOWN INDICATE REQUIRED SEPARATION RATINGS ONLY, REFER TO SHEET A1.02 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS AND SHEETS A1.04 AND A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, ASSEMBLIES REFERENCED WITHIN THESE DOCUMENTS COMPLY WITH BOTH SETS OF REQUIREMENTS C OPENINGS INTO AND THROUGH ASSEMBLIES RATED FOR SEPARATION SHALL BE PROTECTED AS NOTED ON A1.03, SPECIFICATION SECTION 078413, AND PER CODE REQUIREMENTS D SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR STANDPIPE AND HOSE CONNECTION DETAIL, COORDINATE LOCATIONS WITH ARCHITECTURAL PLANS E SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR IDENTIFICATION OF SPRINKLER AREAS AND SPRINKLER SYSTEM TYPE F LOCATE FIRE EXTINGUISHERS PER FLOOR AS SHOWN AND AS OTHERWISE NECESSARY SUCH THAT THE TRAVEL DISTANCE FROM ANY POINT ON THE FLOOR TO THE NEAREST EXTINGUISHER IS WITHIN 75' G REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT AND TWO-WAY COMMUNICATIONS SYSTEM LOCATIONS H CONTRACTOR SHALL COORDINATE WITH THE AHJ AND VERIFY WHETHER SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM, AND FIRE SUPPRESSION SYSTEM IN FIRE PROTECTION RESPONSIBILITY THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS DEFINED BY THE F.A.C. 61G15-32 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. KEYNOTES 01 FIRE ALARM CONTROL PANEL (FACP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 02 FIRE ALARM ANNUNCIATOR PANEL (FAAP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 03 FIRE SPRINKLER RISER CLOSET, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 04 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 05 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS, GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS 06 ELEVATOR CONTROLLER CLOSET 07 ELEVATOR CONTROLLER 08 AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM, REFER TO ELECTRICAL DRAWINGS 09 "NOT AN EXIT" SIGN, CONTRACTOR TO PROVIDE A 7"X10" DURABLE SELF-ADHESIVE VINYL SIGN PER LIFE SAFETY PLANS 10 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 11 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM, CONTRACTOR SHALL PROVIDE 2-HOUR RATED CHASE, CONDUIT, RATED BACKBOARD, AND POWER PER OWNER'S CONSULTANT REQUIREMENTS LEGEND DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL 2 —2 —2 —2— DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DESIGNATES DOOR IS NOT AN EXIT 4 FLOOR OCCUPANCY (GROSS UNIT / SQUARE 12 FOOTAGE) USING STAIRS (TOTAL / NUMBER OF STAIRS) ROOM AREA (IN SF) l®J OCCUPANT LOAD FACTOR OCCUPANT LOAD (PERSONS) ® EGRESS LOAD (PERSONS) REQUIRED EXIT WIDTH PER CODE PROVIDED EXIT WIDTH ---STARTING POINT D=120' — — `� TOTAL DISTANCE TO GRADE LEVEL PATH OF TRAVEL 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 12123/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: Building Type I - Life Safety Plans Building T - First Floor Life Safe Plan 1 /16" = 1'-0" Al. 11 SHEET NOTES 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) 60'-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=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 54 W = 30 If = [602.6/762 - 0,25] 30/30 W = & x wf + L2 x w2 + L3 x w3....)/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76.300 + 22500 + 76.300Y602.6 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 A. = [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: As = [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=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [577.2/688 - 0.25] 30/30 W = (Lf x wf + L2 x w2 + L3 x w3.... )/F F = 577.2 If = [0.84-0.25] 1 W = (212.340 + 76.340 + 212.340 + 76.3x30Y577.2 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: Aa = [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 = & x wf + L2 x w2 + L3 x w3....)/F F = 283.9 If = [0.50-0.25] 1 W = (69.340 + 131.340 + 83.3x30)/283.9 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 NTS GATES PER LANDSCAPE 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 1 BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING LEGEND BUILDING LETTER 0x r NO. OF UNITS Y Z -~ '�—BUILDING TYPE, UNO' SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE FORUMN 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 1 100 /o DD Set ' 12/23/21 Owner Review Set Permit Set I PROJECT NO. 4097 Apartments - Architectural Site Plan Architectural Site Plan 60' 30' 0 60' 120' N A2,01 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 DRAWINGS REVIEW SHALL REQUIRE TEN (10) BUSINESS DAYS 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 OR THEY WILL BE RETURNED WITHOUT REVIEW, • CONTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE THREE (3) BLACKLINE COPIES FOR MARK-UP. ADDITIONAL COPIES WILL BE RETURNED WITHOUT MARKS OR APPROVAL STAMP. • SHOP DRAWINGS SUBMITTED TO SC&D AFTER INSTALLATION IN THE FIELD WILL NOT BE REVIEWED BY SC&D & WILL BE KEPT ON FILE AS A RECORD COPY ONLY, 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. IF A SCHEDULE OF STRUCTURAL SUBMITTALS IS NOT PROVIDED TO SC&D, SUBMITTAL REVIEW COULD TAKE LONGER THAN THE 10 BUSINESS DAYS SPECIFIED ABOVE. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW & APPROVAL THE FOLLOWING ITEMS: • CONCRETE MIX DESIGNS • POST -TENSION CONCRETE FOUNDATIONS* • REINFORCING STEEL: FOUNDATIONS, MASONRY, CONCRETE • STEEL/WOOD STAIRS & HANDRAILS* • ALUMINUM HANDRAILS* • STRUCTURAL STEEL: SHOP & ERECTION DRAWINGS • ENGINEERED WOOD FLOOR/ROOF TRUSS SYSTEMS* • ALUMINUM CANOPIES/SUNSHADE SYSTEMS* • CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S.)* *SHOP DRAWINGSUBMITTALS N T * NOTED WITH AN ARE REQUIRED TO BE SIGNED &SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. DELEGATED ENGINEERING SUBMITTALS THAT ARE NOT SIGNED & SEALED WILL BE REJECTED WITHOUT REVIEW. THE GENERAL CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS PREPARED AND SIGNED & SEALED BY A PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. DELEGATED ENGINEERING SUBMITTALS THAT DO NOT INCLUDE SIGNED & SEALED CALCULATIONS WILL BE REJECTED WITHOUT REVIEW. STRUCTURAL CALCULATIONS ARE REQUIRED FOR THE FOLLOWING ITEMS: • POST -TENSION CONCRETE FOUNDATIONS* • STEEL/WOOD STAIRS & HANDRAILS* • ALUMINUM HANDRAILS* • ENGINEERED WOOD FLOOR/ROOF TRUSS SYSTEMS* - • ALUMINUM CANOPIES/SUNSHADE SYSTEMS* • CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S.)* 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: Q THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH METHOD 1 - ALLOWABLE STRESS DESIGN AS REQUIRED BY Qi SECTION 2802.1 OF THE FLORIDA BUILDING CODE. REQUIREMENTS FOR TYPICAL STRUCTURAL LOADS ARE GIVEN In BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. N a GRAVITY LOADING IS TO BE UNIFORM (U.N.O.) LIVE LOADING PER FLORIDA BUILDING CODE: • GENERAL AREAS: 80 PSF 5:1 • STAIRS & EXIT WAYS: 100 PSF M • MECHANICAL ROOMS: 125 PSF • SLAB -ON -GRADE AREAS: 150 PSF C) • ROOFS - FLAT: 30 PSF (REDUCIBLE) '¢ • 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 = "II" • EXPOSURE CATEGORY = "C" • INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 (ENCLOSED) • COMPONENT & CLADDING WIND PRESSURES SHOWN ON SHEET "S4.04.1" * 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 = i ig • SEISMIC DESIGN CATEGORY = "A" • BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD FRAMED SHEAR WALLS • DESIGN BASE SHEAR = 4.75 KIPS • 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: L/360 or V L1240 FLOOR MEMBERS: L/360 L1240 WHERE "V = 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. 400 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. D NOT PLACE AN S O N Y FOOTINGS OR MAT UNTIL RECEIPT OF WRITTEN THE GEOTECHNICAL WR AUTHORIZATION O BY H 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 F-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 T-0" 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 F-0" MIN. BELOW THE FINISHED FLOOR ELEVATION & l'-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(S1), 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" (#II & SMALLER) 3 HOUR FIRE RATING AND LESS %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 F'c = 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. 03365 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 OF Ys" LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. PROFILES AND FORCES BASED ON Y2" DIAMETER STRANDS (7 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. 03600 GROUT: 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 1N 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 E70XX, UNLESS NOTED OTHERWISE. WELDING 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. 05120 STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STRUCTURAL STEEL TO CONFORM TO: • WF SHAPES: ASTM A572, GRADE 50 OR ASTM A992 • SHAPES & PLATES: ASTM A36 • PIPES: ASTM A 53 GRADE B • TUBES: ASTM A 500 GRADE B ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ SPECIFICATIONS. ANY CONNECTION NOT SPECIFICALLY DETAILED SHALL BE DESIGNED BY THE SPECIALTY ENGINEER FOR THE FORCES SHOWN ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. WHERE FORCES ARE NOT PROVIDED DESIGN SHALL BE BASED ON THE MAXIMUM LOAD CAPACITIES OF THE CONNECTING MEMBERS. ALL STRUCTURAL SUBMITTALS REQUIRING ENGINEERING INPUT SHALL BE ACCOMPANIED BY DESIGN CALCULATIONS AND BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER. ALL STEEL AT AND BELOW FINISHED GRADE TO BE FIELD PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. ALL BEAMS BEARING ON CONCRETE TO HAVE A 8" x 7%" X 8" BEARING PLATE WITH TWO (2) %z' 0 HEADED ANCHOR BOLTS 12" LONG (8" EMBEDMENT), TYPICAL (UNLESS NOTED OTHERWISE). 05510 ENGINEERED METAL STAIRS: STACK STEEL STAIR SYSTEM INCLUDING MEMBERS, COMPONENTS, & CONNECTIONS SHALL BE DESIGNED BY A SPECIALTY ENGINEER & DETAILED BY THE SUPPLIER. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. DESIGN LOADS SHALL BE A MINIMUM OF 100 PSF UNIFORM OR 300# APPLIED TO ANY 6N6" AREA, WHICHEVER CONTROLS. PROVIDE DETAILS SO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH ADJACENT WORK. METAL PAN STAIR TREADS AND LANDINGS SHALL HAVE NOT LESS THAN 2" NOR MORE THAN 3" OF CONCRETE FILL FOR WALKING SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & MEET ALL APPLICABLE LOCAL BUILDING CODES. 05521 ENGINEERED STEEL/ALUMINUM 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. sA W 3 J �} (aW FORUME +- In 05525 ENGINEERED STEEL/ALUMINUM CANOPY/SUNSHADE SYSTEMS: a. ARCHITECTURE & 0(0 STEEL OR ALUMINUM CANOPY/SUNSHADE SYSTEM INCLUDING MEMBERS, COMPONENTS, & CONNECTIONS SHALL `C Li INTERIOR DESIGN INC. BE DESIGNED BY A DELEGATED SPECIALTY ENGINEER & DETAILED BY THE SUPPLIER. SUBMIT COMPLETE SHOP z ' DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE _0 E 2PLANNNG I ARCHnECTU� I THE PROJECT IS LOCATED. THE CONFIGURATION OF THE CANOPY/SUNSHADE SYSTEM SHALL BE AS SHOWN ON Q) W THE ARCHITECTURAL DRAWINGS. THE CANOPY/SUNSHADE SYSTEM & ALL CONNECTIONS SHALL BE DESIGNED FOR .0 ° APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODES. ALL LOADS SHALL BE CLEARLY ';"' 2 INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL .0 W 237 S. Westmonte Drive, Suite 220 CONNECTIONS UTILIZED WITHIN THE CANOPY/SUNSHADE SYSTEM AS WELL AS CONNECTIONS TO & LOADS Altamonte Springs, FL 32714 IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM. 3 407.830.1400 UU fy fy www.forumarchitecture.com 06110 STRUCTURAL WOOD FRAMING: C ro � ALL DIMENSIONED LUMBER 2" & LESS IN NOMINAL THICKNESS SHALL BE SURFACED DRY & STAMPED BY AN UL a AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE & 0 MANUFACTURED IN ACCORD WITH PS 20-70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. U 0 IL MINIMUM SPECIES AND GRADES FOR VISUALLY GRADED DIMENSION LUMBER SHALL BE AS FOLLOWS: to LL • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 2" to 4" WIDE VALUES AS OF JUNE 1, 2013): "' z Zephyr -REVISED 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): Z 0 Commons Fb = 1,000 PSI, Ft = 600 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,400 PSI, E = 1,400,000 PSI 0 W • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 8" WIDE - REVISED VALUES AS OF JUNE 1, 2013): .0 E Fb = 925 PSI, Ft = 550 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,350 PSI, E = 1,400,000 PSI � o • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 10" WIDE - REVISED VALUES AS OF JUNE 1, 2013): ro N Fb = 800 PSI, Ft = 475 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,300 PSI, E = 1,400,000 PSI Ir • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 12" WIDE -REVISED VALUES AS OF JUNE 1, 2013): X Fb = 750 PSI, Ft = 450 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,250 PSI, E = 1,400,000 PSI 0 = - i.- • DOUGLAS FIR -LARCH KD No. 2 GRADE: N o Fb = 1,250 PSI, Ft = 725 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,600 PSI, E = 1,600,000 PSI +j z i+ ALL STUDS & HEADER SHOULDERS SHALL BE ONE PIECE BETWEEN PLATES AND/OR HEADERS. DO NOT USE 0 z 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 v U IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES & AT ALL FLOORS, TYPICALLY. tr W L. W i- City of Zephyrhills, FL 06115 STRUCTURAL SHEATHING: QJ $ +j Q) N z I I A _. I ! PLYWOOD SHALL CONFORM TO PSI-83 & SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE "APA RATED � 0 . i� .i , . .. , i " � "' SHEATHING EXTERIOR EXPOSURE", Y2" or %" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR < I- ,E TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED SHEATHING EXPOSURE 1", 2%2" (MIN.) ro u o � � S THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE APA RATED SHEATHING EXTERIOR 0 i I I ' � EXPOSURE" 15/ " THICK TYPICALLY U.N.O.. CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF 32 (U.N.O.). 0 o - I "��� � ' .. - -- - - PLYWOOD WALL SHEATHING. PROVIDE P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE, TYP. TREAT ALL () ,,; 2965 WEST STATE ROAD 434. SUITE 100 ■ LONGWOOD, FL 32779 FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S U o TEL407/682-2086 FAX 407/682-2386 WWW.SCD-ENG.COM BUREAU LP-2 OR PROVIDEY4' THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND W W �J%eI1osa,l UNTREATED WOOD MEMBER. C z ®\% CR®/I//// - ®®®"\ ° �0� ORIENTED STRAND BOARD (O.S.B.) 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 C 0 U a °°°° TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED STURD-I-FLOOR SHEATHING EXPOSURE 1", 2Y32" (MIN.) THICK TONGUE & GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING E � m EXTERIOR EXPOSURE", 7/6' THICK, TYPICALLY (U.N.O.). CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF O.S.B. SHEATHING. TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN C >- c ®'� °°° 2�7 . TAT ®F e° ,fw ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP-2 OR PROVIDE %4' THICK 60 DUROMETER BEARING PAD 'C z %®® °°°�L®V�o��°°" ��� BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. 3 °°�°n°°°`°° �', \ ®/ DO • EXTERIOR WALL SHEATHING: a o ®p®fig uV���®®®®®® l 7/6' O.S.B. SHEATHING FASTENED w/ 8d RING SHANK NAILS @ 6" O.C. @ PANEL EDGES & 12" O.C. _v N W Robert C. Scroggins, P.E. INFIELD, TYP. (U.N.O.) PROVIDE%2" P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE. °0 � FL Registration No. 56158 Vz 0 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date • INTERIOR CORRIDOR WALL SHEATHING: w 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. %8 GYPSUM SHEATHING PER ARCH. DWGS. FASTENED w/ #6 x 1%4' BUGLE HEAD SCREWS @ 6" O.C. @ a 0. zz PANEL EDGES & 12" O.C. INFIEED, TYP. (U.N.O.) (a W SET DISTRIBUTIONS: • INTERIOR UNIT & CORRIDOR FLOOR SHEATHING: Q1 ,C d I2116/2021 OWNER REVIEW SET %4' O.S.B. TONGUE & GROOVE SHEATHING GLUED & FASTENED w/ 8d RING SHANK NAILS @ 6" O.C. +'' L 02/17/2022 -- PERMIT SET @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) z - - -_ - -- +� w -. ... ---. • BALCONY FLOOR SHEATHING: 7 a- W .._ __ __ Y4" P.T. PLYWOOD TONGUE & GROOVE SHEATHING GLUED & FASTENED w/ 8d RING SHANK NAILS I w ___ -_ _ @ 6" O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) . o a_ _ _ __ -- • ROOF SHEATHING: CC G z o --__ --- - - ___. %" O.S.B. SHEATHING w/ H-CLIPS AS REQ'D. FASTENED w/ 8d RING SHANK or 10d COMMON NAILS @ 6" 0 W - - - -. _ _--- O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) N - _ ____ .__.. __ _._ _ UW Q) 0� Q _ - -- - __ 06190 ENGINEERED WOOD TRUSSES: .6 0 z L 4 - -_ - THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE 0' z - -- STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED TO TPI-78 "DESIGN SPECIFICATION FOR � - - - - METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES", CSP-78 "RECOMMENDED CODE OF � z N __ - __ -- STANDARD PRACTICE," HET-80 "HANDLING AND ERECTING WOOD TRUSSES", BWT-76 "BRACING WOOD TRUSSES", L o QCM-77 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. 0 o SHEET REVISIONS: THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING 0:0 FOR ERECTION, ANCHORAGE, AND EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF C W z ._ ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT 0 as HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL 'I;, it -- -- -- - SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT U � - - -- 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 U tw- ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF Q) a BUILDING MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE LOADS WHERE REQUIRED TO CL g _ _ ___ --- PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. "A o - - TRUSS TOP CHORDS SHALL BE GROUP 11 SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT 'U `L - - - -- - STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION IS AT THE DISCRETION OF THE SUPPLIER. C o --- - - - COORDINATE ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB ro i- CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. � a. PROVIDE SIMPSON "TSS" PLATE, TAR IMPREGNATED FELT PAPER, OR OTHER SUITABLE VAPOR BARRIER BETWEEN ro o _ � _ . _ _- --__ _ _._ TRUSSES AND CONCRETE OR MASONRY BEARING SURFACES. PROVIDE G90 GALVANIZED HURRICANE ANCHORS LL w - - DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. '- -_ .. - + - - __ - v W .0 < - 06200 GLUE LAMINATED WOOD PRODUCTS: z OJ bQ z -. _ .... THIS IS A SYSTEM OF CUSTOM ENGINEERED WOOD COMPONENTS MANUFACTURED BY BOISE CASCADE, LLC WITH - - THE FOLLOWING CERTIFIED MINIMUM PROPERTIES: N W - -r r r - - -- - • VERSA -LAM 1.8 2750 SP BEAMS zz E = 1,800,000 PSI, Fb = 2,750 PSI, Fv = 285 PSI, Ft = 1,650 PSI, Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI 0 C r EDITED BY: RCS, TLW • VERSA -LAM 2.0 3100 SP BEAMS l ' SC&D PROJECT NO. 21-020 E = 2,000,000 PSI, Fb = 3,100 PSI, Fv = 285 PSI, Ft = 1,650 PSI, Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI FORUM PROJECT NO. 4097 S • VERSA -LAM 1.8 2750 SP COLUMNS &STUDS nN C N = E = 1,800,000 PSI, Fb = 2,750 PSI, Fv = 285 PSI, Ft = 1,650 PSI, Fc (PARALLEL) = 3,000 PSI, Fc (PERP.) = 750 PSI - I-- C U SEE PLAN FOR BEAM SIZES. ALL WOOD BEAMS WITH THE PREFIX PL ARE TO BE CONSTRUCTED AS PARALLAM W BEAMS, TYP. (UNLESS NOTED OR DETAILED OTHERWISE) C 0 W General Q)2 0 Structural Notes Q ix w Q) L �- z +j ca 4. 0 W :D V�i w Ql F- .0 T U 4jD S3.01 a 0 0 LL O __11111111111111111111111111111111111 CV N O CN Zn ti fV O H QUALITY ASSURANCE PLAN TABLE 1 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM or MATERIAL INSPECTION REMARKS FLORIDA BUILDING CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC SOILS SITE PREPARATION FOR FILLS GEOTECHNICAL REPORT X X BY THE GEOTECHNICAL ENGINEER FILL MATERIAL VERIFICATION FILL PLACEMENT & COMPACTION LIFT THICKNESS TABLE 2 REQUIRED SPECIAL INSPECTIONS SYSTEM or MATERIAL REMARKS FLORIDA BUILDING CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC SPECIAL INSPECTIONS APPLY TO VERIFICATION OF DETAILED FABRICATION AND QUALITY CONTROL FABRICATORS X PROCEDURES INCLUDING REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENT SPECIAL INSPECTIONS APPLY TO REVIEW OF WRITTEN APPROVED FABRICATORS X PROCEDURES AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES CONCRETE REINFORCING STEEL 1907.5 ACI 318 1.3.2.0 X 1914.4 ACI 318 7.5 VERIFYING USE OF 1904 ACI 318 1.3.2.A REQUIRED MIX DESIGN(S) 1905.2-4 ACI 318 CHAPTER 4 X 1914.2 ACI 318 5.2-5.4 CONCRETE PLACEMENT 1905.9-10 ACI 318 1.3.2.D X ACI 318 5.9-5.10 CONCRETE PLACEMENT AT COMPOSITE SLABS ASCE 9 CHAPTER 3 X CONCRETE/SHOTCRETE CURING 1905.11-13 1914.9 ACI 318 1.3.2.D X PLACEMENT OF EMBEDDED ITEMS IN PRECAST MEMBERS AFTER CONCRETE ACI 318 16.7 X PLACEMENT ERECTION OF PRECAST MEMBERS ACI 318 1.3.2.E X ALL CONNECTIONS VISUALLY INSPECTED REFER TO ANCHOR BOLT AND WELDING REQUIREMENTS VERIFICATION OF IN -SITU CONCRETE PRIOR TO REMOVAL OF FORMS AND 1906.2.2.1 ACI 318 6.2.2.1 X SHORES FROM ELEVATED BEAMS AND SLABS MATERIAL VERIFICATION OF ACI 318 3.5.2 REINFORCING STEEL FOR 1903.5.2 AWS D1.4 X CERTIFIED MILL TEST REPORTS WELDING SECTION 7 MATERIAL VERIFICATION OF WELD FILLER METALS X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS WELDING REINFORCING EXCEPT ALL WELDS VISUALLY INSPECTED PER AS NOTED OTHERWISE X AWS DIA 7.5 WELDING REINFORCING STEEL IN SHEAR WALL BOUNDARY X ELEMENTS WELDING SHEAR REINFORCEMENT X PLACEMENT OF CAST -IN -PLACE ANCHOR BOLTS ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED MASONRY VERIFICATION OF SITE -PROPORTIONED MORTAR AND GROUT X PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION ACI 530 1.14.1 X VERIFICATION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS ACI 5301.14.2 X ACI 530 1.14.3 ANCHORAGE OF MASONRY TO FRAMES ACI 5301.14.4 STRUCTURAL MEMBERS, AND DIAPHRAGMS INCLUDING TYPE, SIZE, X X AND LOCATION OF ANCHORS TYPE, GRADE, AND SIZE OF REINFORCING STEEL X REINFORCING STEEL AND CONNECTOR PLACEMENT X MATERIAL VERIFICATION OF REINFORCING STEEL FOR WELDING X CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER METALS AWS D1.4 SECTION 7 X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS WELDING REINFORCING STEEL X ALL WELDS VISUALLY INSPECTED PER AWS DIA 7.5 COLII WEATHER MASONRY PROTECTION X ACI 530 1.14.1 ACI 530 1.14.2 VERIFYING USE OF REQUIRED GROUT MIX DESIGN ACI 530 1.14.3 ACI 530 1.14.4 X VERIFYING GROUT SPACE IS CLEAN PRIOR TO GROUTING X X GROUT PLACEMENT X POST INSTALLED CONCRETE ANCHORS SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, & DIMENSIONS, HOLE DIMENSIONS, INSTALLATION 1703.4.2 ICC EVALUATION X COMPLIANCE WITH DRILL BIT REQUIREMENTS, REPORT CLEANLINESS OF THE HOLE & ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDDMENT, & TIGHTENING TORQUE TABLE 3 REQUIRED ARCHITECTURAL SPECIAL INSPECTIONS SYSTEM or MATERIAL INSPECTION REMARKS FLORIDA BUILDING CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC CLADDING ERECTION AND FASTENING X VENEER PLACEMENT AND FASTENING X REFER TO TABLE 2 FOR MORTAR AND ANCHORAGE SPECIAL INSPECTION SPRAYED FIRE-RESISTANT MATERIALS SURFACE CONDITIONS ICC EVALUATION REPORT X SPECIAL INSPECTIONS APPLY TO CLEANLINESS OF STEEL, PRODUCT NAME AND TYPE, MATERIAL EXPERATION DATE, AMBIENT CONDITIONS, APPLICATION PROCEDURES, AND MATERIAL THICKNESS AND DENSITY APPLICATION X EXTERIOR INSULATION AND FINISH SYSTEMS INSTALLATION I X SMOKE CONTROL SYSTEMS INSTALLATION I I X RECORD DEVICE LOCATION(S) WOOD FRAMED CONSTRUCTION FABRICATION OF PREFABRICATED 1704.2 X STRUCTURAL ELEMENTS VERIFY STRUCTURAL PANEL GRADE & THICKNESS VERIFY NOMINAL SIZE OF FRAMING MEMBERS FABRICATION OF HIGH -LOAD 1704.6.1 X ADJOINING PANEL EDGES. DIAPHRAGMS TABLE 2306.3.2 VERIFY NAIUSTAPLE DIAMETER & LENGTH, NUMBER OF FASTENER LINES & SPACING BETWEEN FASTENERS IN EACH LINE & AT EDGE MARGINS PRE -FABRICATED WOOD SHEAR PANELS 1703.4, 1704.13.3 X 2304.7.2 ROOF SHEATHING SPAN RATING or . 2304 TABLES 7(1), X SIZE, SPECIES, & GRADE OF SHEATHING (2& (4, ROOF SHEATHING FASTENING 2304.9.1, 2304.9.2 X TABLE 2304.9.1 ROOF FRAMING SIZE, GRADE, SPECIES, & 2306.1, 2306.1,1, X SPACING 2308.10.3 ROOF RAFTER FASTENING TABLES 2304.9.1, X 2308.10.4.1 ANCHORAGE TO WALL PLATE 2308.10.1 X BEAM SIZE & MATERIAL 2306.1 X WALL SHEATHING FASTENING 2304.6 X BRACING TYPE, SIZE, GRADE, SPECIES, & 2306.4 X FASTENING PLATES, STUDS, & HEADERS SIZE, GRADE, 2306.1 X SPECIES, SPACING, & FASTENING 2304.7.1, TABLES FLOOR FRAMING SHEATHING & 2304.7(3) & (4), 2304.9.1, X FASTENING 2304.9.2, TABLE 2304.9.1 INSTALLATION,IRM E Y& X PERMANENT BRACING TRUSS/JOIST HANGERS/CONNECTORS 1715.1, 2304.9.3 X STRUCTURAL STEEL FABRICATION OF PREFABRICATED X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS STRUCTURAL ELEMENTS MATERIAL VERIFICATION OF 2203.1 ASTM A6 AISC ASD A3.1a X CERTIFIED MILL TEST REPORTS STRUCTURAL STEEL AISC LRFD A3.1a MATERIAL VERIFICATION OF HIGH AISC ASD A3.4 X MANUFACTURER'S CERTIFIED TEST REPORTS STRENGTH BOLTS AISC LRFD A3.3 MATERIAL VERIFICATION OF ANCHOR AISC ASD A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS BOLTS AND THREADED RODS AISC LRFD A3.4 MATERIAL VERIFICATION OF WELD X MANUFACTURER'S CERTIFIED TEST REPORTS FILLER METALS AWS D1.1 SECTION 6 VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS COMPLETE AND PARTIAL X ALL WELDS VISUALLY INSPECTED PER AWS DIA 6.9 PENETRATION GROOVE WELDS MULTIPASS FILLET WELDS X SINGLE PASS FILLET WELDS GREATER THAN 16' X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO %s' X INSTALLATION OF COMPOSITE ICC EVALUATION SPECIAL INSPECTIONS APPLY TO SLAB DECKING 1703.4.2 REPORT X DECKING TYPE, DEPTH, AND GAGE ASCE 9 CHAPTER 3 SPECIAL INSPECTIONS APPLY TO DECKING DEPTH AND INSTALLATION OF ROOF DECKING 1703.4.2 ICC EVALUATION X GAGE, POWER ACTUATED FASTENERS, SCREWS, REPORT PROPRIETARY SIDE SEAM ATTACHMENTS, AND BUTTON PUNCHES FLOOR AND ROOF DECK WELDS AWS D1.3 SECTION 7 X ALL WELDS INSPECTED PER AWS D1.3 7.1 WELDING STUDS EXCEPT X ALL WELDS VISUALLY INSPECTED PER AWS DI .1 7.8 AS NOTED OTHERWISE AWS D1.1 SECTION 7 WELDING STUDS IN STRUCTURAL X DIAPHRAGMS WELDING STAIR AND RAILING SYSTEMS AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 SNUG -TIGHT HIGH STRENGTH BOLT X ALL JOINTS VISUALLY INSPECTED INSTALLATION PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING RCSC SPECIFICATION ALL JOINTS VISUALLY INSPECTED. JOINTS USING TURN -OF -THE -NUT METHOD WITH FOR STRUCTURAL DIRECT TENSION INDICATORS, ALL BOLTS SHALL MATCH MARKING, DIRECT TENSION JOINTS USING ASTM X BE INSPECTED AFTER SNUGGING AND AFTER INDICATOR METHOD, OR TWIST -OFF A325 OR A490 BOLTS PRETENSIONING TYPE TENSION CONTROL BOLT SECTION 9 METHOD PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING TURN -OF -THE -NUT METHOD WITHOUT X ALL JOINTS VISUALLY INSPECTED MATCH MARKING OR CALIBRATED WRENCH METHOD VERIFICATION OF FRAME JOINT DETAIL INCLUDING APPLICATION. COMPONEN X LOCATIONS, BRACING, AND STIFFENERS TABLE 4 REQUIRED TESTING for SPECIAL INSPECTIONS SYSTEM or MATERIAL TESTING REMARKS FLORIDA CODE or STANDARD BUILDING CODE REFERENCE FREQUENCY REFERENCE GEOTECHNICAL PREPARED SUBGRADE DENSITY ASTM D2922 or EACH 5,000 SF OF PER GEOTECHNICAL REPORT ASTM D1556 PREPARED SUBGRADE FILL IN -PLACE DENSITY 1803.5 ASTM D2922 or EACH 2,500 SF OF EACH PER GEOTECHNICAL REPORT ASTM D1556 LIFT PLACED EACH DAY CONCRETE EACH 150 CY NOR LESS CONCRETE STRENGTH ASTM C39 THAN EACH 5000 SF OF SLAB OR WALL PLACED EACH DAY CONCRETE SLUMP ASTM C143 CONCRETE AIR CONTENT ASTM C231 CONCRETE TEMPERATURE ASTM C1064 MASONRY UNIT STRENGTH 2105.2.2.1.2 ASTM C140 (6) UNITS PER EACH 50000 PRIOR TO CONSTRUCTION GROUT STRENGTH 2105.2.2.1.2 ASTM C1019 EACH 5000 SF OF WALL PLACED EACH DAY (5) PRISMS PRIOR TO CONSTRUCTION AND (1) PRISM STRENGTH 2105.2.2.2 ASTM C1314 PRISM FOR EACH 5000 SF OF WALL PLACED EACH DAY STEEL MAGNETIC PARTICAL (MT) AND MT - AWS DIA 6.14.4 UT - PER DRAWINGS ULTRASONIC (UT) TESTING OF WELDS AWS DIA 6.13 & 6.14.3 PRE -CONSTRUCTION TESTING OF AWS Dl.l 7.7.1 EACH SIZE AND TYPE OF WELDING STUDS STUD EACH SHIFT RCSC SPECIFICATION EACH COMBINATION OF PRE -INSTALLATION VERIFICATION OF FOR STRUCTURAL DIAMETER, LENGTH, PRETENSIONED HIGH STRENGTH BOLTS JOINTS USING ASTM GRADE, AND LOT TO BE A325 OR A490 BOLTS USED IN THE WORK SECTION 7 THRESHOLD INSPECTION PLAN for 4 STORY APARTMENT BUILDINGS THRESHOLD INSPECTION NOTES 1. THRESHOLD INSPCECTIONS SHALL BE PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE. 2. THE THRESHOLD INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO APPROVED DESIGN DRAWINGS, SPECIFICATIONS AND CODE PROVISIONS. 3. THE THRESHOLD INSPECTOR SHALL BE A PERSON CERTIFIED, LICENSED, OR REGISTERED UNDER FLORIDA STATUTE CHAPTER 471 AS AN ENGINEER OR UNDER FLORIDA STATUTE CHAPTER 481 AS AN ARCHITECT, 4. THE THRESHOLD INSPECTOR SHALL BE APPROVED BY THE OWNER, BUILDING OFFICIAL, ARCHITECT, AND ENGINEER OF RECORD. 5. THE THRESHOLD INSPECTOR SHALL FURNISH THE CODE REQUIRED REPORTS IN A TIMELY MANNER (2 WEEKS MAXIMUM) TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER OR RECORD. 6. PERIODIC INSPECTIONS SHALL OCCUR AFTER SUBSTANTIAL COMPLETION OF THE FOUNDATION, EACH FLOOR, ROOF, MINIMUM. THRESHOLD INSPECTION PLAN I. RESPONSIBILITY THE SPECIAL INSPECTOR IS RESPONSIBLE TO BOTH THE OWNER & THE BUILDING OFFICIAL TO VERIFY TH CONSTRUCTION OF THE STRUCTURAL COMPONENTS IS IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, & THE STATE BUILDING CODE TO THE BEST OF HIS/HER KNOWLEDGE & ABILITY. 11. NARRATIVE DESCRIPTION THE SPECIAL INSPECTOR IS RESPONSIBLE FOR SEEING THAT THE WORK IS EXECUTED IN FULL ACCORDANC WITH THE PLANS AND SPECIFICATIONS, EXCEPT AS VARIATIONS THEREFROM ARE PERMITTED IN WRITING BY THE ARCHITECT AND ENGINEER. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR THOROUGH KNOWLEDGE OF THE SPECIFICATIONS, THE BUILDING CODE, AND FOR THE EXERCISE OF GOOD JUDGMENT. IT IS SUGGESTED THE SPECIAL INSPECTOR HAVE AUTHORITY TO: A. FORBID THE USE OF MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH DOES NOT CONFORM TO SPECIFICATIONS OR WHICH WILL CAUSE IMPROPER CONSTRUCTION RELATIVE TO THE SPECIFICATIO OR BUILDING CODE. B. STOP ANY WORK WHICH IS NOT BEING DONE IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND THE BUILDING CODE. C. REQUIRE THE REMOVAL OR REPAIR OF FAULTY CONSTRUCTION OR OF CONSTRUCTION PERFORMS WITHOUT INSPECTION AND NOT CAPABLE OF BEING INSPECTED OR TESTED IN PLACE, D. REQUEST INTERPRETATIONS (RFI'S) FROM DESIGN ARCHITECT AND ENGINEER. III. REPORTING INFORMATION THE INSPECTOR'S REPORTS ARE SECONDARY TO ACTUAL OBSERVATION DURING CONSTRUCTION, HOWEVER, THEY ARE OF EXTREME IMPORTANCE IN THAT THEY ENABLE THE BUILDING OFFICIAL TO KEEP IN TOUCH WITH THE WORK WHILE IT IS IN PROGRESS AND WILL BE OF VALUE IN THE FUTURE IN CASE O CHANGES IN THE STRUCTURE OR ITS USE. THE REPORT MAY CONSIST OF A RECORD OF THE PROGRESS. WORKING CONDITIONS, INSTRUCTIONS GIVEN TO THE CONTRACTOR, DEVIATIONS FROM SPECIFICATIONS WITH REASONS, AND PROBLEMS ENCOUNTERED WITH SOLUTIONS. THE REPORTS SHALL IN WRITING AND SHALL BE MADE OUT PROMPTLY AT THE END OF THE PERIOD COVERED. THE REPORTS WILL CONSIST OF ANY OR ALL OF THE FOLLOWING. A. REPORT OF EACH INSPECTION B, JOBSITE LOG OF AREAS INSPECTED C, SPECIAL RECORDS (MILL TEST REPORTS, CONCRETE TESTS, ETC.) D. RECORD OF PLACING AND CURING CONCRETE E. PHOTOGRAPHS SUGGESTED INSPECTION REPORT IDENTIFICATION: DATE, SHIFT, TYPE, AND LOCATION OF WORK; CONTRACTOR'S REPRESENTATIVE; INSPECTOR MATERIALS: KINDS, SOURCES, AMOUNTS RECEIVED, REJECTED, USED, WASTED, AND ON HAND: FIELD SAMPLES SHIPPE TO LABORATORY PARTS OF STRUCTURE PERPARED FOR PLACING: EXCAVATION, SHORING, FORMS, REINFORCEMENT, CONSTRUCTION JOINTS, OPENINGS, DOWELS, EMBEDDED FIXTURES PLACING: WEATHER (TEMPERATURE, HUMIDITY, WIND, SKY, TIMES OF OBSERVATION) ADEQUACY OF ORGANIZATION AND EQUIPMENT TIMES OF STARTING AND STOPPING PLACEMENT, DELAYS, UNUSUAL BATCHES, KINDS AND VOLUMES OF CONCRETE PLACED, PARTS OF STRUCTURE COMPLETED TESTS OF CONCRETE: CONSISTENCY AT FORMS, SPECIMENS FOR STRENGTH TESTS (IDENTIFICATION OF SAMPLE, MIX DATA, CURING, AGE OF TEST SPECIMENS SHIPPED TO LABORATORY) CURING, FORM REMOVAL: (FOR VARIOUS PARTS FO STRUCTURE); CURING; DATA AND AGE (IN HOURS) AT BEGINNING ± DATE OF COMPLETION, FORMS REMOVED, SIDES, BOTTOM OF MEMBER (STATE AGE OF CONCRETE), CONDITION FORMED SURFACES, DEFECTIVE AREAS REPAIRED ± DEFECTIVE SECTIONS REPLACED SPECIAL WORK: (GROUTING, SPRAYED MORTAR, ORNAMENTAL CONCRETE): GENERAL: (CONDITION OF, OR CHANGES IN, ORGANIZATION, EQUIPMENT, OR METHODS OF, UNUSUAL FEATURES PHOTOGRAPHS: PHOTOGRAPHS TAKEN AT FREQUENT INTERVALS TO SHOW PROGRESS OF THE WORK FORM A VALUABLE PART OF THE RECORDS OF CONSTRUCTION. USUALLY PROGRESS PHOTOGRAPHS ARE TAKEN AT REGULAR INTERVALS AND ADDITIONAL PHOTOGRAPHS ARE TAKEN WHENEVER IT IS DESIRABLE TO RECORD SUCH INFORMATION AS THE CONDITION OF AN EXCAVATION SURFACE, FAULTY METHODS OF PLACING CONCRETE, OR UNUSUAL METHODS OF CONSTRUCTION. IV. DETAILED SUGGESTED PREPARATION NOTES A. PREPARATION 1. VERIFY PERMITS OBTAINED 2. ADEQUATE SUPERVISION/MEN/EQUIPMENT 3. APPROVED PLANS/SPECS/SHOP DRAWINGS ON THE JOB/ RESHORING PLAN/ACTIVITY SCHEDULE 4. SET UP LOG/DAILY DIARY 5. ARRANGEMENTS FOR TESTING HAVE BEEN MADE 6. PRECONSTRUCTION MEETING 7. WATCH/OBSERVE FOR DANGEROUS WORK PRACTICES/METHODS SPECIAL INSPECTIONS: 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTIONS 109 & CHAPTER 17 OF THE FLORIDA BUILDING CODE. REFER TO TABLES 1 THROUGH 4 FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. 2. SPECIAL INSPECTIONS & ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND/OR ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS Dl.l THE OWNER SHALL SECURE AND PAY FOR THE SERVICES OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TEST. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. QUALITY ASSURANCE PLAN: 1. QUALITY ASSURANCE PLANS SHALL CONFORM TO SECTION 109 OF THE FLORIDA BUILDING CODE. 2. REFER TO SPECIAL INSPECTION & STRUCTURAL OBSERVATION SECTIONS FOR SPECIAL INSPECTION, TESTING, AND STRUCTURAL OBSERVATION REQUIREMENTS. STRUCTURAL OBSERVATIONS: 1. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR A REPRESENTATIVE OF THE STRUCTURAL ENGINEER OF RECORD. V. DETAILED SUGGESTED INSPECTION NOTES EXAMPLES OF ITEMS THAT MAY BE INSPECTED WHEN DEEMED NECESSARY BY THE SPECIAL INSPECTOR. A. FOUNDATIONS: 1. EXCAVATION/SUBSURFACE PREPARATION/BEARING CAPACITY 2. INDEPENDENT TESTING RECORDS/APPROVALS (DENSITY) 3. PLACEMENT AND SIZES OF ANCHOR BOLTS/REBAR/POST-TENSIONING TENDONS 4. CONCRETE COVER 5. PROVISION FOR UTILITIES/CONDUIT IN STRUCTURAL ELEMENTS 6. MOISTURE PROTECTION 7. SAFETY - EXCAVATION, TRAFFIC MAINTENANCE - EXISTING STRUCTURES - IMPACT 8. STRESSING REPORTS OF POST -TENSIONED TENDONS B. CONCRETE: PROPER INSPECTION REQUIRES ADEQUATE INSPECTION DURING THE PLACING OF CONCRETE AND ITS FINISHING AND INCLUDES PREPARATIONS PRIOR TO THE START OF CONCRETING SUCH AS PROPER AT FORMWORK, PLACING OF REINFORCING, CLEANING THE SURFACE OF THE FORMWORK, ETC„ AS WELL AS PROPER PROTECTION AND CURING OF THE FINISHED CONCRETE. 1. REBAR: a. CHECK SHIPMENT - MILL INSPECTION/DAMAGE/EXCESSIVE RUST b. SIZE/GRADE/BENDING E c. PLACEMENT (LOCATION) d. SUPPORTME/DEGREE OF SUPPORT AND STABILITY DURING POUR e. COVER f. LENGTH AND SPLICES/LAPS/HOOKED BOTTOMS g. APPROVED SHOP DRAWINGS h. CLEAN BEFORE POUR NS 2. EMBEDDED FIXTURES: a. ANCHOR BOLTS b. INSERTS c. PIPE SLEEVES d. CONDUITS D 3. OPENINGS WHICH ARE NOT SHOWN ON THE PLANS, INCLUDING REINFORCING STEEL AROUND SUCH OPENINGS: 4. PLACEMENT: a. METHODS USED FOR TRANSPORTING, HANDLING AND PLACING CONCRETE SHOULD BE REVIEWED FOR AVOIDANCE OF WHATEVER MAY CAUSE POOR CONSISTENCY CONTROL OR SEGREGATION. b. THE NUMBER AND CONDITION OF CONCRETE VIBRATORS SHOULD BE VERIFIED INCLUDING EXTRA STAND-BYS, TO ELIMINATE AIR AND ROCK POCKETS c, PREPLANNED CONSTRUCTION JOINTS OR EMERGENCY JOINTS SHOULD BE SUBSTANTIATED - F JOINTS SHALL BE LOCATED AND MADE SO AS LEAST TO IMPAIR THE STRENGTH OF THE STRUCTURE. JOINTS SHALL BE PROPERLY PREPARED PRIOR TO MAKING THE SECONDARY POUR. d. DROP, VIBRATION, CONSOLIDATION BE e. TESTS CONDUCTED f. WATER ADDED g. AGE h. DISRUPTION TO REBAR I. CLEAN UP DEBRIS PRIOR TO PLACEMENT 5. CURING/STRENGTH a. SPECIAL PROVISIONS CALLED FOR b. TEST REPORTS VERIFIED c. ADDITIONAL TEST NEEDED d. FINISHING, REPAIRING SURFACE DEFECTS C. STEEUSTRUCTURAL: 1. ERECTION PROCEDURES (SEQUENCE) 2. APPROVED SHOP DRAWINGS 3. MILL TEST REPORTS 4. MARKSNERIFICATION OF SITE PROVIDED AND SPECIFIED D S. WELD TESTS - INSPECTION/TOUCHING UP THE FIELD WELDS WITH PAINT 6. BOLTING - SIZE/'IYPE/TOURQUE/EDGE/DISTANCES/WASHERS a. TURN -OF -NUT TIGHTENING 7. SURFACE FINISH/SHOP CONSTRUCTION - GALVANIZED OR BARE 8. IDENTIFICATION OF ASTM SPECIFICATION MARK 9. METAL DECK FASTENING/TOUCHING WITH PAINT AND WELDED 10. WELDING ELECTRODES NOTE: PREFABRICATED STRUCTURAL STEEL COMPONENTS SPECIAL INSPECTION FOR STRUCTURAL STEEL FABRICATORS WHO ARE CURRENT MEMBERS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ACTIVELY PARTICIPATE IN THEIR CERTIFICATION PROCESS, NEED NOT BE PROVIDED. THE CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED AT THE COMPLETION OF FABRICATION. D. MASONRY: 1. REINFORCED AND PARTIALLY REINFORCED: OF a. STEEL PLACEMENT/LAP LENGTHS b. ALIGNMENT FO CELLS TO BE FILLED/SLUMP OF GROUT/CELLS TO BE WET BEFORE POURING c. VERIFICATION OF FILLED CELLS/OBSERVATION HOLES d. MORTAR MIX ADEQUATE E. WOOD CONSTRUCTION: 1. FABRICATION OF PRE -FABRICATED STRUCTURAL ELEMENTS; a. CHECK SHIPMENT - MILL INSPECTION/DAMAGE/EXCESSIVE RUST b. SIZE/GRADE/BENDING c. PLACEMENT (LOCATION) d. APPROVED SHOP DRAWINGS 2. FABRICATION OF HIGH -LOAD DIAPHRAGMS: a. STRUCTURAL PANEL GRADE & THICKNESS b. NOMINAL SIZE OF FRAMING MEMBERS c. FASTENERS 3. ROOF/FLOOR FRAMING: a. ROOF/FLOOR SHEATHING SIZE, SPECIES, GRADE, FASTENERS b. TEMPORARY/PERMANENT TRUSS BRACING c. ROOF/FLOOR/BEAM MEMBER SIZE, SPECIES, GRADE, CONNECTIONS d. ANCHORAGE TO WALULOAD PATH 4. WALL FRAMING: a. WALL SHEATHING SIZE, SPECIES, GRADE, FASTENERS b. STUD/PLATE/BEAM SIZE, SPECIES, GRADE, CONNECTIONS c. ANCHORAGE TO FLOOR/FOUNDATION, CONTINUOUS LOAD PATH F. MISCELLANEOUS STRUCTURAL COMPONENTS SUCH AS HANDRAILS, GUARDRAILS, STAIRWAYS ETC. G. GENERAL OBSERVATIONS: 1. CHECK LOCAL FAILURES: a. HAIRLINE CRACKS b. DEFLECTION c. SETTLEMENT d. OVERLOADS DUE TO STORAGE OF MATERIALS e. HONEY COMBING/EXPOSED REINFORCING STEEL/RUST SPOTS H. RECORDS: 1. CONCRETE: a. REBAR MILL REPORTS b. SLUMP TEST ASTM C143 c. COMPRESSION TESTS OF MOLDED CYLINDERS ASTM C31.39 THREE SPECIMENS PER 50 CUBIC YARDS d. CYLINDRICAL CORES (ASTM C42) 2. STEEL: a. MILL TEST REPORTS b. WELDING INSPECTION REPORTS 3. BUILDING OFFICIAL STANDARD REPORTING FORMS, AS MAY BE REQUIRED 4. OTHER RECORDS AS MAY BE DEEMED NECESSARY BY THE SPECIAL INSPECTOR SUCH AS. a. CONCRETE TEST CYLINDER REPORTS b. CHANGES BY THE DESIGN ARCHITECT & ENGINEER c. SOIL DENSITY TEST REPORTS 1A v ro 4-0 %A ro 0 LL .0 ++ U C ro b 0 U U ro 4 Z 0 ro ro U 0 0) .p b v C E I~ ro tA 0 b0 C b A E E ,C E Q) .Ja ro U Q. ro N r ,3 a, E 0 +j U 0 a L 4J 11. 0 4. H C 0 ro v a b ro ro a v JC Q) 3 0 L. Q) v C C W b4 v 0 .0 +r 4. 0 tA 41 .Q a J co m 0 w mFORUMN 0 a. ARCHITECTURE & Lo z INTERIOR DESIGN, INC. PLANNING I ARCHUECTURE I INTEMOR DESIGN 0 w 0 0 F 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 m 407, 830.1400 U z z N w 0 tY 0 ce w r z www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL �4Cib 'T,,. I 2965 WEST STATE ROAD 434 SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ���p91UIIV��6DG N` VAT OF /Z 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 1 OWNER REVIEW SET 02/17/2022 PERMIT SET Z� SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 V z 2 Threshold Inspection & 0 Quality Assurance 0 Plansw z 00 w tY 3 i- U w t- Y U a S3.01 a 0 U_ WE 0 N N O u� C N O ro V7 %" EXP. ISOLATION JOINT 6 SEE DETAIL -THIS SHEET -0„ MAX PLASTIC CONTROL 0 JT. FORMER 2'-0" TYP. 2'-0" MIN. = WIDTH WIDTH WIDTH LL �- %^ a PLASTIC CONTROL TONGUE & GROOVE _ JT. FORMER METAL FORM SPLICE SPLICE SPLICE A DO C ©Q NO WW - u -71 74 THRU JOINT %4" MIN. / \ p RECTANGULAR ¢ ? 3 LU w V h. (Y v �^ -, °.;' � ° O OR ROUND � � w f G I- K "-h I } e-.I�- - y w Cw� PNG \� � 1\ � � 4 V ° 1..- l J CONSTRUCTION JOINTS "- ' - _ - _ _ -- _ SEE DETAIL -THIS SHEET III -I - --1 1 I_I, II I-1 I--1I ! t I-1I 1 1-__I -1 I III-III-1 1=1 I I III 1 L 0 III, III-1 I- -_--1 1=III ;III I 1-I, 6 MIL VAPOR BARRIERT u O O O O Is 0 CUT BARS ON ro w w ua w w w 10, EA. SIDE OF C 0, OPENING g g PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE METHOD OF CASTING LANES 20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE 0 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN 4J NOTES: MAX. JOINT MAY BE USED 1N LIEU OF PREFORMED STRIP. 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 3 2-#4 AT rL OF SLAB tti 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT (L OF COLUMNS AND O SUB -DIVIDED AT A MAXIMUM OF 30'-0° CENTERS. O CONTROL JOINT DETAIL B CONSTRUCTION JOINT DETAIL 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR _� =!= CONTROL JOINTS AS SHOWN. ' '1 -1 -il SLAB ON GRADE r 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION *' 1 Concrete Slab -On -Grade 2 Slab -On -Grade Joint Detail 3 Footing Intersection Reinforcing K4 Opening In Slab -On -Grade S• O� SCALE: %4" = P-0" S 3.O "� SCALE: %4' = 1'-0" S 3.02 SCALE: %4' = 1'-0" S 3.02 SCALE: %4' = 1'-0" E v ro H w 0. W G. J PIPE THRU N Z 10'-0" MIN. FOOTING WALL WZ O GROUND LINE 'C) ate= a w !- A ° 0 NG NOTE: STEPPED FOOTING FOR UTILITIES c BACKFILL 0 PER SPECS WHEN REQUIRED OR AS REQUIRED ON PLAN. E 4 e� n [ 1'-6" ` 2 TRENCI� FOOTING FINISH GRADE r. FOOTING MIN. 1 -I C EXCAV -1 � .= ! I I -_, � n MATCH SCHED'p TRANSVERSE � N.B.O.F. ELEV. ° ' BAR SIZE & SPACING E 00 n EXISTING UTILITY, SEE CONTINUE BOT. O = ° CIVIL DRAWINGS FOR REINF. OF SCHED. Z = - BOTTOM OF TRENCH 2 \ SIZE &LOCATION. FOUNDATION SIZE m w - EXCAVATION SHALL NOT17 a EXTEND BELOW THIS LINE ° a & SPACING ° Q. �•� ° ° 1J DOF Z_5 L SLEEVE COMPACTED FILL 90% DENSITY ~p SLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE O z L • , ., w THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION © - %^^ Uj NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON <� ry p LU 3 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 SPLICE Q TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL E USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS EXTEND BOT. BARS 0 TO 3" OF END U +j Typical Excavation Typical SteppedIII ,p r Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail S+(�� SCALE: N.T.S. (� "� .02 SCALE: N.T.S. S .02 SCALE: %4" = 1'-0" 3.02 SCALE. 3/4" = 1'-0" +�+ 0 lA 0 Reinforced Concrete Footing Schedule MARK SIZE DEPTH REINFORCING REMARKS GRAVITY LOADING (2,500 PSF Allowable Bearing) BOTTOM TOP TRANSVERSE MF-2.0 2'-0" X 2'-0" 1'-8" (3) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 10.00 Kips MF-2.5 2'-6" X 2'-6" 114" (3) #5 EACH WAY --"` ----- MONOLITHIC FOOTING PDL+LL 515.50 Kips MF-3.0 Y-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" 1'-8" (5) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 40.00 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 s 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'-8" (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.) 1'-0" (MIN.) (4) #4 CONT. or (1) PT CABLE ----- ----' THICKENED SLAB WDL+Ll_ 5 6.25 KLF 4-1 ft1 #4 CONT. @ TOP OF CURB w/ L CURB WIDTH AS REQUIRED CORNER BARS AS REQ'D., TYP. 6 MIN 8" MAX.. d oG V1 1 #4 CONT. IN CONCRETE SLAB SLAB, TYP. co < PER PLAN, TYP. tA ° o #4 DOWELS w/ STD. HOOK t� BOTTOM @ 24" O.C., TYP, N N CURB C 144 CONT. AROUND PERIMETER. 4J LAP 1'-6" AT CORNERS, TYP. (U.N.O.) n4 SEE ARCH. U V CLR. 0 CONCRETE SLAB PER PLAN, TYP. _ sA =1 I I I I=1 L v STD. 900 HOOK, TYF�� � � � �- 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N 1 #4 CONT. IN SLAB, TYP. 16" � I NOTES: ISLAND C 1. SEE ARCH FOR SIZE AND Lj ..�..` NOTES: LOCATION OF CURBS, TYP. C • SEE CURB LET. FOR #4 HORIZ. 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 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. BAR REQUIREMENTS • 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 N RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & . g Reinforced Concrete Footing Schedule 1O Island @ Slab -On -Grade v T SCALE: N.T.S. SCALE: Y4" = F-0" J � 0 3 a r m 0 w m i FORUME N ARCHITECTURE & z INTERIOR DESIGN, INC. z PLANMVG I MMI-FMCME I INTMM l IGW w 0 a 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830,1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL Il ; 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682.2086 • FAX 407/682-2386 WWW.SCD-ENG.COM ®®®®peoaaioeo,p®®®® N ° 91 44 O TA OF e 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 02/17/2022 PERMIT SET z z 2 W 0 us � SHEET REVISIONS: z z c6 S U - -- - a a o r tu EL o W � - - - -- -- -- z Lu -- - --_ _. z o Lt G EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 W W W U z V) W Structural Sections & 0 Details ix w z U UJ U S3.02 F I 0 U_ N N 0 u, N 0 L� r to ro N ro NOTES: COORDINATE EDGE OF SIDEWALK I� 0 DETAILS w/ SITE/CIVIL DWGS., TYP. Iln'.11 (Y WALL & FTG. WALL & FTG. ^C +1 INT. WALL SHEATHING EXT. WALL SHEATHING H. DWGS., PER PLAN. TYP. WOOD STUD WALL PER EXT. WALL SHEATHING PER WALL SHEATHING PER�__y C WOOD STUD WALL PER WALL SHEATHING PER- PLAN & SCHEDULE, TYP. SCHEDULE, TYP. PLAN &SCHEDULE, TYP. 3 NOTES: BUILDING SLAB TO EXTEND x° PLAN &SCHEDULE, TYP. PLAN, TYP. WOOD STUD WALL PER CONT. 2x P.T. WOOD BOTTOM V BEYOND EXTERIOR STUD LINE TO ALLOW CONT. 2x P.T. WOOD BOTTOM EXTERIOR WALL SHEATHING TO BE FLUSH PLAN & SCHEDULE, TYP. PLATE & CONNECTION PER C ro PLATE &CONNECTION PER w/ EDGE OF SLAB PLAN &SCHEDULE, TYP. CONCRETE SLAB & REINF, CONT. 2x P.T. WOOD BOTTOM PLATE & CONNECTION PER CONCRETE SLAB & REINF. PLAN &SCHEDULE, TYP. �• FINISHED GRADE] CONCRETE SLAB & REINF. PER PLAN, TYP. PLAN & SCHEDULE, TYP. PER PLAN, TYP. CONCRETE �j, u 4 ALIGN SLAB STEP w/ EXT. SLAB & REINF. Q-• �' LAYER OF SHEATHING PER 0 U PER PLAN, TYP. I. FIN. GRAD!�� PER PLAN, TYP. Q > �t ARCHz---T DWGS., TYP. ro --T.rl ,rT. ° °° „ _ _ - I' _ I_III—III _ _ a� _ —`__ I I I -_I I I=1 I ., I I I_I I I_ -III III III ' 1 _° _ III 11I III III. 1� I I i.__-111= — 1 Z I 1 ..III _:L I_I=1 I I-�, _ �_ -14-1 - ° _ -_ - -- -III; ;III ---III I I I= _ = z A a -1 =1 _I =1 =1 III II v ITT III I' VAPOR BARRIER L - — -_III IT-1 _ o 1 1 III' II _ `—III 0 I„ I T VAPOR BARRIER v _, --._III_ M 3' C R REINF. STL. PER PLAN 3 C R VAPOR BARRIER WIDTH REINF. STL, PER PLAN w _ � ^ I --I J--1 I. 11 L—, m _ 3' C R � ro WIDTH VAPOR BARRIER m 3" C R. 3" C R. REINF. STL. PER PLAN & SCHEDULE, TYP. &SCHEDULE, TYP. ro & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN V WIDTH & SCHEDULE, TYP. 0 v Typical Exterior Footing 2 Typical Thickened Edge 3 Typical Interior Single Wall Footing q. Typical Slab Depression v SCALE: Y4n _ 1'-0" S SCALE: 3/4" - 1-0° SCALE: %4" = 1'-0" o SCALE: Y4" = 1'-0" .13 J • .13 Ill v ro }IA 4 NOTES: COORDINATE EDGE OF SIDEWALK 0 U U DETAILS w/ SITE/CIVIL DWGS., TYP. PER ARCH FTG. HANDRAIL & CONNECTIONS WALL SHEATHING PER SCHEDULE, TYP. 1'-6" LAP 3" 2'-0" SQUARE 3" 1'-6" LAP CC C WOOD STUD WALL PER PER ARCH. DWGS., TYP. I I III I I EERED PLAN &SCHEDULE, TYP. WALL SHEATHING PER �L —I I 1 1 I . TEEL STAPRE-ENGIIIR STRINGER / WALL SHEATHING PER WOOD STUD WALL PER PLAN & SCHEDULE, TYP. FOOTING PLAN, TYP' /-3"x3"x4" LG. 4" LONG w/Y2"0 "LDT" I I J SCHEDULE, TYP. BEYOND CONT. 2x P.T. WOOD BOTTOM (LARGE DIAMETER TAPCON) I I U '' PLOYMER KOROLATH SHIM v PLATE &CONNECTION PER PLAN ANCHORS, TYP. I PER ARCH. DWGS., TYP. ----------- & SCHEDULE, TYP. CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. _ ° (10 PER PLAN, TYP. PER PLAN, TYP. VENEER LEDGE PER CONCRETE SLAB &REINF. - ,Q � " U U r NARCH. DWGS., TYP. PER PLAN, TYP. 4 P o ") ------------------------,- I z -- ., n '' = z ° 1 - = - FINISHED ,� .,\ _— — — n I' - _ _ W _ — — = I I _ L- —: 1 1 11=111 11 ,� ,,, �a GRADE - �u�yll!ilt _ lI 1-1 1= #4 @ 12° O.C.III C LI 1=1 ;III- -1 ' ' ,', -;LL L_= I' EA. WAY, TYP. 0 r1 - 0 N 9 G1 .. ... ... — a =1 =III _.I I_ ` - III—III=III- , l1 1= M 3' C R "� VAPOR BARRIER °-1 I r ..., M 3' C R VAPOR BARRIER t„ -III=III=III = v o SCHEDULED REINF. ° °, PER PLAN (PROVIDE #5 @ 12 O.C.E.W. �' �' WATERPROOF a � FOUNDATION PER � � }'' 2'-0" REINF. STL. PER PLAN BOTTOM IF NOT -' `O v -� ,�� �, � ARCH. DWGS., TYP. °C WIDTH REINF, STL. PER PLAN SCHEDULE, TYP. &SCHEDULE, TYP. SCHEDULED), TYP. . 1 3.. 3' R R& —= IIII I1I1I1— ?� SCHED.WIDTH -_ .I I 61 E 0 U +j U I^ r5"Typical Interior Party all Footing Typical Footing @--Steel Stair 7Exterior Spread Footing Pilaster $ Typical Sump Pit Detail o SCALE: Nis = 1'-0" SCALE: Y4" = 11-011 IA � SCALE; %4 = 1'-011 1S1.13 SCALE: j4" _ 1'-0" J . .7 J .03 .7 � .03 f. O IIA - ro U 8 CMU, TYP. WOOD STUD WALL PER BEYOND PLAN & SCHEDULE, TYP. 6-0" VERIFY w/ ELEVATOR MANUF., TYP. U WALL SHEATHING 0, 2 #5 CONT. BOTTOM, TYP. 811 CMU PER PLAN, TYP. 2 #5 CONT. BOTTOM, El TYP. ro d + Y f — tA C x V Q IIIIIIIIIIII 4 _ I T .A., _ 11.-11' v - I III III „ 1"x4" CONT. KEYWAY 1"x4" CONT. KEYWAY —III ;III �' z ' ;III —III z ---I _ v Q) ^p1 . 811 < 811 I "—I aC #4 HORIZ. @ 12" Q.C. I' O v• ° Q A WATERPROOF #5 VERT. w/ STD. HOOK PER 0 w WATERSTOP PER BOTTOM @ 12" O.C., TYP. ARCH. DWGS., TYP. O 3 ARCH. DWGS., TYP. r "- 1'-0" #5 @ 12" O.C. EACH WAY I_ 1'-0" oc - TOP & BOTTOM, TYP. LU v m V a y ° A l ii , Y d Ill ,y, a 3„ I_I_I. III 1�1=III Illiill1llllll;�llll�ll�l� �=-III III=III; III I 311 iA I I v L _ _. _ _._. � �,r } SUMP PIT SEE "8/53,03" 4- 0 g Transverse Section Through Elevator A SCALE: %4" = 1'-0" SEE "9/S3.02" FOR FOOTING SCHEDULE �1.03 +j 0 a r m 0FORUME W m 0 a- ARCHITECTURE & m z INTERIOR DESIGN, INC. P'I A NM I ARaiRf`MRE I KIPEWR DESIGN m W l� 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FI.32714 t� 407.830.1400 www.forumarchitecture.com W U a E 0 IL Zephyr Commons City of Zephyrhills, FL s i j �... { _ ��� P . I 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 3277 i 9 TEL 407/682-2086 111 FAX 407/682-2386 WWW.SCD-ENG.COM 0�u0000u�o�a° C >� ° �r n 17 17 (; )) TAXII'f� ttAF Ilia c.ac� °9�aoo�o�a° Robert C. Scroggins, P.E. FL Registration No. 56158 j 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 iconsidered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET ) J Lu d SHEET REVISIONS. - EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 FORUM PROJECT N0. 4097 r I II W Structural Sections & 0 0 Details X W z 05 0 F- 0 W I- 2 U S3,03 a F 0 u_ O 7 3 3 4-0 ro v NOTES: COORDINATE EDGE OF SIDEWALK 0 DETAILS w/ SITE/CIVIL DWGS., TYP. WALL &. FTG. N .0 WALL SHEATHING PER WOOD STUD WALL PER WOOD STUD WALL PER PLAN & SCHEDULE, TYP. L � PLAN & SCHEDULE, TYP. PLAN & SCHEDULE, TYP. WALL SHEATHING PER BRG. WALL BEYOND PLAN & SCHEDULE, TYP. CONT. 2x P.T. WOOD BOTTOM CONT. 2x P.T. WOOD BOTTOM PER PLAN TYP PLATE & CONNECTION PER U PLATE & CONNECTION PER PLAN & SCHEDULE. TYP. C CONCRETE CURB & REINF. PER PLAN & SCHEDULE, TYP. RECESS PER ARCH. DWGS. ro DETAIL "10/S3.02", TYP. CONCRETE SLAB &REINF. CONT. ISOLATION JOINT, TYP. 0/4" MAX.), TYP. CONCRETE SLAB & REINF. CONCRETE CURB &REINF. PER PER PLAN, TYP. 0 FINISHED GRADE] PER PLAN, TYP. PAVING BY OTHERS CONC. SLAB & REINF. DETAIL "10/2.02", TYP. U U w u PER PLAN, TYP. oc W a CONCRETE CURB & REINF. PER ro " �.. _ d d Z ^ DETAIL "10/S3 02" T YP.14 CONCRETE CURB POURED %_1N� y —IS ��L, _ ° —_ Z III III -1�I —III�1 1 _ I=- _i L 1 _ III 1'' w �I II II • ' 1 o C) III I w MONOLITHIC w/ SLAB, TYP. >, cc 4 II IM — u, Z III �, — -_— — = III I . 00 �. I C VAPOR BARRIER .._ d a VAPOR BARRIER :D CONCRETE SLAB & REINF. II VAPOR BARRIER - „ 3 C R PER PLAN, TYP. C o - _, ° v a v v REINF. STL. PER PLAN WIDTH REINF. STL. PER PLAN 7ro t^ REINF. STL. PER PLAN 3 C R. 3 C R. & SCHEDULE, TYP. r^ &SCHEDULE, TYP. 3 C R. 3 CLR. &SCHEDULE, TYP. - - III=1 = - _ III=III- I1 111 ro U 7LIKVAPOR WIDTH WIDTH BARRIER N 44 Exterior Footing w/ Curb r2"IExterior Footing Garage Door r3o"Interior Single Wall Footing w/ Curb 4 Non -Bearing Interior Curb Q) SCALE: %4" = F-0" S3.Q4 SCALE: %4" = F-0" S3.Q4 SCALE: Y4" = 1'-0" E S3.Q4 L SCALE: Y4" = 1'-0" S3.Q4 +j v ro 0 0 NOTES: COORDINATE EDGE OF SIDEWALK b DETAILS w/ SITE/CIVIL DWGS., TYP. 8" CMU SET IN RUNNING VERT. REINF. IN SOLID 8" CMU SET IN RUNNING WOOD STUD WALL BOND w/ HORIZ. LADDER 8" CMU SET IN RUNNINGIE VERT. REINF. IN SOLID BOND w/ HORIZ. LADDER E BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE PER PLAN & SCHED. GROUTED CELL PER SCHEDULE REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. - C DOWELS TO MATCH VERT. REINF. GYPSUM WALL SHEATHING DOWELS TO MATCH VERT. REINF. DOWELS TO MATCH VERT. REINF.---,,,,,E w/ STD. HK. LAP 48 BAR O's PER WALL SCHEDULE, TYP. w/ STD. HK. LAP 48 BAR O's w/ STD. HK. LAP 48 BAR O's_ v - CONCRETE SLAB & REINF. CONC. SLAB & REINF. - VERT. REINF. IN SOLID CONC. SLAB & REINF. A ro PER PLAN, TYP. PER PLAN, TYP. GROUTED CELL PER PER PLAN, TYP. u - SCHEDULE �^= /F^4 FINISHED GRADE 11-III 1' �° 1 i _ — —_ — = Z I. III —� 1 `' d o 1 Ill III-1 —I w —_ — _ _ _ z Z ro -III—III (i 1=- 1' t I I I-1 I —III -I w� 0) ° _ 4" CONCRETE SLAB & REINF. H III -L� = —� �.�. ni—! i— -v i— ° ° �• I - +... d V +r PER PLAN, TYP. a III III —III —III p Z � 1 -III-III— `' ti, VAPOR BARRIER = ° M 3' C R "-F VAPOR BARRIER r 3 C R VAPOR BARRIER " o REINF. STL. PER PLAN d d 717, 1 ° 1 III , ;'�-' ° & SCHEDULE, TYP. , .� WIDTH REINF. STL. PER PLAN &SCHEDULE, TYP. WIDTH REINF. STL PER PLAN &SCHEDULE, TYP. a .._ '=.=III-1 I I-111= 6 �n 3" C R. 3" C R. G 0 WIDTH In w +� u v o 5 Non -Bearing Slab Depression 6 Typical Exterior Footing @ CMU 7 Interior Wall Footing CMU 8 Interior Wall Footing @ CMU a h S Q4 SCALE: %I = 1'-0" SCALE: Y4" = 1'-0" S 1 S Q4 SCALE: Y4" = I'-0" .0 S Q4 SCALE: %4" = F-0" . J .04 J �•/ J . . L ,2 tA 0 ro u a ro C ro a IF COLUMN IS CAST BEFORE DOVETAIL ANCHOR SLOT NO. 100 BY v C MASONRY WALL IS RUN UP, HECKMAN (OR ENGINEER APPROVED USE DOVETAIL ANCHORS. SUBSTITUTION). v GROUT FILLED CELL '!} IF MASONRY IS CAST BEFORE v COLUMN, EXTEND JOINT REINFORCING 8" INTO COLUMN. 1" W. X 16 GA. GALVANIZED DOVETAIL ANCHOR AT 16" O.C. (OR ENGINEER APPROVED SUBSTITUTION) i.. v C 7%"± W 1%" CLEAR COVER 9 GA. GALVANIZED JOINT C REINFORCING AT 16" O.C. 'LX �A C . 4. 0 9 Column/CMU Anchorage Detail Q) .0 SCALE: %4" = 1'-0" S 3 . Q4 4-1 J } m FORUME W ARCHITECTURE & N Z INTERIOR DESIGN, INC. PL WWr. I ARCtit'tEC WW_ I W rMM DE SM 0 w 0 0 F 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL ot c j 2965 WEST STATE ROAD 434, SUITE 100 • LONGWOOD, FL 32779 TEL 407/682-2086 111 FAX 407/682-2386 WWW.SCD-ENG.COM 0� (N 'a elf:` J s �i ti•a TPAll"I a�IIF lad, e.) 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 s considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET W 0 ILL } z Z O 0 w w a zz 4 U z z 0 6 w 0 EDITED BY: SC&D PROJECT NO. FORUM PROJECT NO. z cD RCS, TLW 21-020 4097 z5tructurai sections & a Details iA 1— z 00 w W 1— U S3.04 O tL 9 2 #5 @ 32" O.C., TYP. Mir ❑ SEE PLAN & SCHEDULE O (#5 VERT. @ 32" O.C., TYP. U.N.O.) F-1 . NOTES: 1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, WALL ENDS, AND EACH SIDE OF OPENINGS, TYP. 2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND O OPENINGS, TYP. 3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE. WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8" FOOTINGS, TYP. 4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST COARSE w/ FULL MORTAR BED, TYP. 5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O.) 1 Typical Masonry Wall Reinforcing S3.05 J SCALE: 3/a' = 1'-0" STOP GROUT POUR 13/" (MIN.) BELOW TOP OF MASONRY UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR, TYP. SEE PLANS AND DETAILS FOR LOCATION AND REINFORCING OF GROUTED CELLS, TYP. PROVIDE 48 BAR 0 LAPS, TYP. GROUT TO CONFORM TO ASTM C476-83. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE _ 3/" (#8). SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT MINIMUM OF 24 HOURS, TYP. MAX. HEIGHT OF LIFT = 5'-0" MAX. HEIGHT OF POUR = 24'-0". MECHANICALLY CONSOLIDATE EACH LIFT 3-5 MINUTES AFTER LIFT IS POURED NOTE: RECONSOLIDATE THE GROUT AFTER ALLOWING THE EXCESS WATER TO BE ABSORBED BY THE MASONRY UNITS (3 TO 5 MINUTES) xrPROVIDE 4"x6" CLEANOUT HOLE @ EACH REINF. CELL & REMOVE ALL DEBRIS INSIDE CELLS, SEAL PRIOR TO GROUTING, AFTER INSPECTION. A .7 :7 <:I ,J 5 Typical High Lift Grouting Detail SCALE: %4° _ ,'-o" 53.05 J CUDCIODC�T�DCADCIIID CONC. FILLED CELL ALTERNATE COURSES w/ VERTICAL REINF. OF 8" C.M.U. I CONT. BACKER ROD & SEALANT - TYP. BOTH FACES OF C.M.U. �Dcl Dci(c'' 0 DO D CONTROL JOINT @ 30'-0" O.C. (MAX) COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS NOTE: CUT LADDER REINF. @ CONTROL JOINT Cnntrnl Inink in M;;mnry \ Mlalk SCALE: %4" = 1'-0" _ i......- NOTE: i3 DO NOT GROUT UNTIL MORTAR HAS MT -7 SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT MINIMUM OF 24 HOURS, TYP. SEE PLANS AND DETAILS FOR LOCATION AND REINFORCING b H OF GROUTED CELLS, TYP. T ----N STOP GROUT POUR 1%" (MIN.) BELOW TOP OF CONCRETE MASONRY UNIT. CONSTRUCT NEXT 5'-0" OF WALL AFTER PROVIDE 48 BAR 0 LAPS, TYP. LOWER SECTION IS GROUTED, TYP. MAX. HEIGHT OF LIFT = 5'-0" JROUT TO CONFORM TO ASTM NOTE: :476-83. SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER 'EVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B $" (#8). SLUMP = 8" TO 10". DO NOT ABSORBED BY THE MASONRY UNITS )SE SAME MIX AS USED FOR TIE BEAMS. - (3 TO 5 MINUTES) 4 ,7 4 r6 Typical Low Lift Grouting Detail 53.05 SCALE: 3/4"= 1'-0" 8" CMU LINTEL SCHEDULE �i�sr�RMlrw SAFE GRAVITY LOADS (PLF) SAFE LAT AL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH SUS 8F8-OB 8F12-OB 8F16-OB 8F20-0B 8F24-OR SF28-OB 8F32-OB SUS SFS REINF. CMU* 1F8-IT 8F12-IT 8F16-IT 8F20-IT 8F24-1T 8F28-IT 8F32-IT 8F8-iB 8F12-1B 8F16-1B SF20-1B 8F24-1B 8F28-16 aF32-1B 8F8-2T SF12-2T 8F16.2T 8F20-2T 8F24.2T 8F28-2T SF32-2T 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 p) 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 09) 8733 p9) 10127 p9) 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 fig) 7181 (19) 8328 (20) 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 1 4383 5061 507 721 483 835 (12) 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 1039Aq 8825(14) 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 743 1011 1729 1 2632 2205 2698 3191 3685 424 534 357 727 2,) ( 1021 1634 (ts) 2102 Ot) 2571 so) ( 3039 io) ( 3508 9) 1011 1729 2661 3898 5681 8467(44) 6472 (15) 727 1166 1634 2102 2571 3039 1 3508 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 227 591 680 1133 115) 1471 (15) 1811 (15) 2152 (16) 2494 (1s) 752 1245 1843 2564 3486 4705132) 6390t49) 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 (is) 1185 05) 1458 (i5) 1732 (15) 2007 (is) 643 1052 1533 2093 2781 3643(3s) 4754(45) 530 686 1183 1526 1865 2204 2544 11'-4" (136°) PRECAST 362 582 945 1366 1846 2423 3127 4006 260 452 152 474 485 798 o) 1034 o) 1272 (is) 1510 (15) 1749 (15) 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 (14) 936 ( 14) 1151 (15)(5) 1366(15) 1582 (is) 540 873 1254 1684 2193 2805 3552 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 418 (15) 373 606 (wil 783 (14) 962 (14) 1141 (14) 1321 t,4i 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 279 424 706 [702771 1326 1697 2127 2630 205 293 98 384 ( is) 346 559 ( I4) 723 ( i4) 887 pal 1052 (14) 1218 (t4) 442 706 1002 1326 1697 2127 2630 410 420 709 1050 1434 te) 1694 (a) 1954 p) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 0000 9 Typical Pre -Cast Lintel Schedule & Details By Cast -Crete S3.051 SCALE: Y4" = 1'-0" NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. TYPICAL #9 GA. WIRE TRUSS OR --� LADDER REINF. FOR ALL C.M.U. WALLS, SPACED AT 1'-4" c/c VERTICALLY. ADDITIONAL LAYERS ABOVE AND BELOW WINDOW AND/OR DOOR OPENINGS, TYP. MINIMUM 6: LAP SPLICES ALL LADDER REINF. TO CONTINUE- --� TO ENDS OF WALLS & INTERSECTIONS CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. Typical Masonry Wall Intersection 3 & Corner Reinforcing Detail SCALE: %4" = 1'-0" 53.05 8" or 12" CMU - V --r WALL BEYOND I VERT. REINF. IN SOLID - O GROUTED CELL ADJACEN Z z I OPENINGS, TYP. (U.N.O.) LU I I T.O. CMU " -- 1-7 SEE ARCH. T T _"I "KO.V IN 8" CMU or "KO-2" IN - \ 12" CMU UP TO 10'- WIDE I 1­1-0" OPENING. EXTEND 4" MIN. INTO VERT. FILLED CELL, TYP. CONT. LATH TO RETAIN GROUT IN UPPER COARSE, l VERT. REINF. PER PLAN w/ STD. HOOK @ TOP INTO BOND BEAM, TYP. OPENING �v z oz zw O 7 Typical Bond Beam @ Window Sill S3.0[ SCALE: %a" = 1'-0" ,J 8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE Cio►sigrn SAFE GRAVITY LOADS (PLF) AFE LAT RAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH 8RU6 8RF6-OB 8RF10-OS SRF14-OB 8RF18-OB 8RF22-Oa 8RF26-OB 8RF30-OB 8RU6 8RF6 REINF, CMU'y 8RF6-IT 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-IT 8RF26 IT $RF30-IT gRF6-1B BRF10-1B SRFl4-16 8RF18 1B $RF22-1B 8RF26-1B SRF30 16 8RF6-27 8RF10-2T 8RF14-2T 8RF1$ 2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 75$ 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 694 693 1249 867 1675 2525 3374 4224 5074 5924 1756 3699 5206 6639 8060 9479 10893 867 1 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 (19) 9311 (19) 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 2342 4242 6639 (lo) 8060(39) 7402 (t9) 8706 (19) 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 1 7360 595 788 510 570 1012 1651 2204 2758 3312 3865 901 1825 3120 5048 7915 9479 10893(32) 570 1097 1651 2204 1 2758 3312 3865 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 509 674 393 506 797 1462 (8) 1952 (8 2442 (6) 2931 (6) 3257 755 1490 2459 3776 5743 8998(i9) 10893(48) 506 967 1462 1952 2442 2931 3421 9'-8" 016") PRECAST 4„ 466 999 1568 1 2253 3129 4091 3146 370 490 227 395 491 931 (12) 1301 p5) 1640 (15) 1980 (15) 2322 (t6) 526 999 1568 1 2253 3129 4150 5891(47) 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. GENERAL NOTES FOR LINTELS: MATERIALS: 1. fc PRECAST = 4000 PSI. 2. fc GROUT = 3000 PSI w/ %8' MAXIMUM AGGREGATE, TYP. 3. C.M.U.'s PER ASTM C90 w/ MINIMUM NET AREA COMPREHENSIVE STRENGTH = 1900 PSI. 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 FOOT. 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. n_n to v ro +.0 IA " ro 0 LL El l D. HK. OR L-B14-1 _ 1'41 3 TARS, AS STD. HK. OR L-BA91 14 IN IN BEAM U ro 0 Lj LIIJ Lzz r___F L U ro I c T & B BARS, AS CONC. FILLED CELL w/ VERTICAL >, SHOWN IN BEAM REINF. EXTENDING THRU BEAM. +j TYPICAL THIS PROJECT. 0 0 .0 ro ro U 0 v L Typical Masonry Beam Intersection q. & Corner Reinforcing Detail CC 53.05 SCALE: %4" = 1'-0" C 1. Cv N ro 7%" 7%" In "0 - • 2-#4 CONT. - - - U 1-#5 CONT. b0 C KO-1 KO-1 (ALTERNATE) U .A 7% 7%" 7 E ,C - G O 244 CONT. :o O =jT 1-#5 CONT. O TOP & BOT. V 0 17( TOP & BOT. v ro U' BB-1 BB-1 (ALTERNATE) C1 a ,� 5 " j8„ @eRB-2CONC. CAP 7/8 CONC. CAP POURED w/ BEAM POURED w/ BEAM¢ 4 CONT. IN CAP 4 ";' �1-#5 CONT. 4-1 (245 CONT. @ RB-2) } _ IN CAP Z Z 1 O 1-#5 CONT. ?' V V - TOP & BOT.% a 2-#4 CONT. TOP & 0 BOT. (245 CONT. U RB-1/RB-2 TOP & BOT. @ RB-2) RB-1 (ALTERNATE) u v 0 g Masonry Beam Sections H SCALE: Y4" = 1'-0" 'N5�3.05 +�+ L 0 iA ro U Q) 0. sky V ro iA ro n. C (U 3 0 t Lo v C W C vo F = FILLED w/ GROUT QUANTITY OF #5 FIELD N U = UNFILLED ADDED REBAR @ TOP Q S =SOLID 8F16-1B/1T C P 4. NOMINAL WIDTH (IN.) �+ NOMINAL HEIGHT (IN.) QUANTITY OF #5 FIELD ADDED REBAR 01 @ BOTTOM OF LINTEL CAVITY NOTE: G.C. TO COORDINATE LOCATION OF RECESS DOOR HEADER w/ ARCH. DWGS., TYP. .0 0 CODE DESIGNATION a r } m W t FORUME ARCHITECTURE & z INTERIOR DESIGN, INC. i PLANNING I ARCII-IITECTURE I NTERIORDESIGN W W 0 a 0 Of 237 S. Westmonte Drive, Suite 220 "z Altamonte Springs, FL 32714 os 407.830.1400 W www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL � I i _ a. '',� 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM il1 �luU >> 1, N , tlf i •j^.t W 2 TAT OF �11i11� NYC NIxk Ro ert 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 02/17/2022 PERMIT SET 0 OO EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO, 4097 W Structural Sections & 0 Details w h z ul L U S3.05 E O LL N CU:N=B5 4SW- I Typical Sheet Notes Foundation Plan A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP. B. COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. C. "MF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. REFER TO 119/S3.02" FOR CONCRETE FOOTING SCHEDULE, TYP. D. "TE-#" & "TS-#" INDICATES CONTINUOUS REINFORCED CONCRETE FOUNDATION. REFER TO "9/S3.02" FOR CONCRETE FOOTING SCHEDULE, TYP. E. EXTERIOR WALL SHEATHING TO BE 7/6" CDX PLYWOOD or O.S.B. (PROVIDE 1%z' 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. F. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. G. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP. H. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) w/ 9 GA. HORIZ, LADDER REINF. @ 16" Q.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP. PROVIDE DOWEL w/ STD. 900 HOOK INTO FOOTING & LAP w/ VERTICAL REINF. 48 BAR O's, TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAILS. CONTRACTOR NOTE: THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL BUILDING INSPECTION DEPARTMENT. SEESHEET S3.01A FORTHRESHOLD INSPECTION PLAN. Key Notes Foundation Plan (4 Story Building) 1. TOP OF SLAB ELEVATION = U-0", TYP. (U.N.O.) 8. EXTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) 2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 6 MIL. (MIN.) VAPOR BARRIER CONCRETE SLAB w/ w/ SIMPSON "MASA" STRAPS SPACED @ 21" O.C., orY2"O A.B. (6" OVER WELL COMPACTED SOIL, TYP. MIN. EMBED.) SPACED @ 24" O.C., orY2"O SIMPSON "TITEN HD" ANCHORS (4" MIN. EMBED) SPACED @ 21" O.C., TYP. POST -TENSION FOUNDATION ALTERNATE: GENERAL CONTRACTOR MAY PROVIDE MONOLITHIC POST -TENSION 9. INTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: FOUNDATION DESIGN ASA VALUE ENGINEERING ALTERNATE TO THE PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS ALTERNATE IS NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C. w/ 2x4 SOLID BLOCKING @ 5-0" USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & O.C. (MAX.) PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. BOTTOM PLATE CALCULATIONS SIGNED & SEALED BY REGISTERED PROFESSIONAL ENGINEER IN THE FASTENED TO CONCRETE SLAB w/12"O A307 ANCHOR BOLTS (6" EMBED.) @ 24" O.C. STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL or w/ 0.157"0 HILTI "X-U" P.A.F.'s (lY2" EMBED.) @ 16" O.C., TYP. ENGINEER. NOTE THAT REINFORCING STEEL FOR CURBS/ISLAND & SPREAD FOOTINGS MAY NOT BE OMITTED OR REDUCED. 10. INTERIOR NON -BEARING STUD WALLS: PROVIDE 2x VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x P.T. 3. SEE SLAB CONTROL PLAN IN ARCH. DWGS. FOR ALL DIMENSIONS, STEPS, SLOPES, BOTTOM PLATE PER ARCH. DWGS, TYP. DROPS, & DRAINS LOCATED IN FLOOR SLAB, TYP. 11. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE 4. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. OR MASONRY SHALL BE PRESSURE TREATED, TYP. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS. 12. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE 5. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER INDICATED ON PLANS. SEE CONTROL JOINT/ CONSTRUCTION JOINT DETAILS ON REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & SHEET "S3.02.4", TYP. APPROVAL. 6. CORNER REINFORCEMENT: PROVIDE (2) #4 REINF. STEEL BARS x 4'-0" LONG @ 8" 13. LOAD -BEARING CMU WALLS @ 1st FLOOR ELEVATOR & STAIRS: PROVIDE 8" CMU O.C. MID -DEPTH OF SLAB @ ALL RE-ENTRANT CORNERS, TYP. (U.N.O.) STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, &SPACED @ 32" O.C. (MAX.) 7. EXPANSION JOINTS: PROVIDE)/2" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE CONCRETE SLABS ABUT EACH OTHER, TYP. (U.N.O.) 14. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION, TYP. (U.NO.) CUNIT A2 UNIT Al C*f�:)CUNIT Al C(Nt�) C4NIT A3 C*�l) CUNIT A2 1 S3.11 Building Type I -Foundation Plan SCALE: Y8" = F-0" v . ma�yy :I ro v o E v L +j Z +-J �3 U C ro L 0 U U ro T .0 44 ro ro U 0 N L .0 C E I- Q) 4-1 � V h ro 0 C .0 E G E N A ro V it ro v L 3 a 0 U 0 L a c 4-1 Vi C' 0 ro U 4: 'u a C ro C ro n, v .0 v 0 V L v C b0 W C 00 v 0 v S t4. 0 to Q J } m ,: FORUMN CO Lij N ARCHITECTURE & z INTERIOR DESIGN, INC. PLANNING I ARCHIIIIECrURE I WTMMDESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 s 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL jjr f�/gr pp�,, aFk� a 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM � ��p84�000VNd00 76 f ). TAT (OF i .., _ on e t :Npq R bert 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 s considered signed and sealed and the signature must be verified on any electronic copies. I SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET '71 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 11 z W Building Type I - 0 Foundation Plan W z cd W ry U W U a S3,11 0 ou t e Typical Sheet Notes Floor & Roof Framing Plans A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE SHEET "S4.00.1" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP. C. SEE SHEET "S4.04.1" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. D. EXTERIOR WALL SHEATHING TO BE %6' CDX PLYWOOD or O.S.B. FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. (U.N.O.) G. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. H. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP. I. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP. J. ALL MASONRY WALLS TO BE 8" CMU (f m = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF. @ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP. PROVIDE 48 BAR O LAP w/ VERTICAL REINF. ABOVE BOND BEAM WHERE REQ'D., TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAILS CONTRACTOR NOTE: THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL BUILDING INSPECTION DEPARTMENT. SEE SHEET S3.01A FOR THRESHOLD INSPECTION PLAN. 1. FIN. 2nd FLOOR ELEVATION = U'40%", TYP, FLOOR TRUSS BEARING ELEVATION = 10'-1Y8", TYP. 2. 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. 3. FLOOR 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 FLOOR -CEILING ASSEMBLY. COORDINATE TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. 4. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. 5. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. OVER 3/4" TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D, COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 7. BALCONY FLOOR DECKING: PROVIDE IY2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4" TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS, TYP. 0 Key Notes 2nd Floor & Low Roof Framing Plan (4 Story Building) 9. EXTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148"Ox3Y4" NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148" 00Y4" NAILS @ 12" O.C., TYP. 11, LOAD -BEARING CMU WALLS @ 2nd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. 12. INTERIOR NON -BEARING STUD WALLS: PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x BOTTOM PLATE PER ARCH. DWGS., TYP. 13, ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 14. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH DEFLECTION OF SPANNING TRUSSES. 15. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & APPROVAL. 16. STAIR LANDING FRAMING: PRE-ENGINEERED STEEL LANDING w/ (3" MAX.) CONCRETE/METAL DECK. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & APPROVAL, TYP. 17. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 10d NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION w/ CRUSH BLOCKS IN FLOOR TRUSSES, TYP. (U.NO.) 18. 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. 19. ROOF SHEATHING: PROVIDE 5/" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING w/ H-CLIPS AS REQ'D., TYP. 20. 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. • UNBLOCKED DIAPHRAGM, USE 8d RING SHANK or 10d COMMON NAILS w/ 1%" MINIMUM PENETRATION, TYP. 21. LOW ROOF TRUSS BEARING = VARIES SEE ARCH. DWGS. CUNIT Cl UNIT 65 C4NIT 62 UNIT 62 C*�K)C� UNIT A2 C*t�:) UNIT Al CUNIT Al C4NIT 64 CUNIT Bl C*f�:) I '� Building Type I -Second Floor Framing Plan S3.12) SCALE: 8" = 1'-0" N kA 0 LL v L 3 v U C ro L 0 U V '0 L ro ro U 0 v L 4-1 'U C ,C L v '0 ro V 0 hhU �111 .Q E C E v z ro U a a ro v L 3 a E 0 U U v 0 L a h JC L O C 0 +J ro U w 'u N a v c ro m a v r ++ n W 3 0 L v v W "v D' a1 r 4. 0 0 v v 0 3 Q r m uj m FORUMN 0 ff a. ARCHITECTURE & Lo z INTERIOR DESIGN, INC. i PLANNING I ARCHTECIURE I INTERIOR DESIGN ui W 0 O F 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 to z 0 W X 6 z 0 1- U 0 0 0. 0. ul i w tx r z a Z Z O W 0 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL i I pI 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ������oluro9UaV° -A- t. A� Ico4,��1C� °0�°o�ooauoe°�' 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 02/17/2022 PERMIT SET x / SHEET REVISIONS: i e0 W x -- - - U W _ 0 0 z W F- z O W _ i- SC&D PROJECT NO. 21-020 o FORUM PROJECT NO. 4097 W W U z W Building Type I - 0 Second Floor Of Framing Plan W Z 05 W H U W F- s U S3.12 a n, 0 J. O Nit 4 Typical Sheet Notes Floor &. Roof Framing Plans A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE SHEET "S4.00.1" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP. C. SEE SHEET "S4.04.1" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. D. EXTERIOR WALL SHEATHING TO BE �1'6' CDX PLYWOOD or O.S.B. FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. (U.N.O.) G. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. H. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP. I. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP. J. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF. @ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP. PROVIDE 48 BAR 0 LAP w/ VERTICAL REINF. ABOVE BOND BEAM WHERE REQ'D., TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAILS CONTRACTOR NOTE: THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL BUILDING INSPECTION DEPARTMENT. SEESHEET S3.011A FORTHRESHOLD INSPECTION PLAN. ® Key Notes 3rd Floor Framing Plan (4 Story Building) 1. FIN. 2nd FLOOR ELEVATION = 23'-8Y2", TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR: FLOOR TRUSS BEARING ELEVATION = 21'-11", TYP. PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"Ox3Y4" NAILS 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, @ 12" O.C., TYP. PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 11. LOAD -BEARING CMU WALLS @ 3rd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, 3. FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & 12, INTERIOR NON -BEARING STUD WALLS: BRACING AS REQ'D. TO FRAME ENTIRE FLOOR -CEILING ASSEMBLY. COORDINATE PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. BOTTOM PLATE PER ARCH. DWGS., TYP. 4. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 13. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. OR MASONRY SHALL BE PRESSURE TREATED, TYP. 5. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. 14. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR OVER /4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" PANEL EDGES & 12" O.C. INFIELD, TYP. O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ DEFLECTION OF SPANNING TRUSSES. SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D. COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 15. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE SHOP 7. BALCONY FLOOR DECKING: PROVIDE IY" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4" TONGUE & GROOVE, APA SPAN REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO APPROVAL, TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 16. STAIR LANDING FRAMING: PRE-ENGINEERED STEEL LANDING w/ (3" MAX.) CONCRETE/METAL DECK. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. TYP. SUBMIT COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO ARCH. & CORRIDOR WALLS, TYP. ENGINEER FOR REVIEW & APPROVAL, TYP. 9. EXTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148" Ox3Y4" NAILS @ 12" O.C., TYP. CUNIT Cl C*�� C4NIT 62 UNIT 62 CUNIT Al CUNIT 63 CUNIT A2 UNIT Al C4NIT Al C*IT*)UNIT 64 UNIT Bl UNIT A2 I l Building Type I -Third Floor Framing Plan S 3.13) SCALE: Y8" = 1'-0" t� b 0 FL L L 3 N U C ro L 0 U U ro t S. 0 L ro ro U 0 L 4-1 .A b v C E L Q) 4-1 ro V 0 U 00 �c G G N .D ro U a a ro v L a E 0 U U v 0 L L N r 44 L 0 4- to C 0 4-j u� UU v a tA C ro to C ro a v r +1 v ao v 3 0 x i.. v C W ,V) Q) 0 v r 4. 0 ij 1A Q) 4-1 3 m r LFORUME m z 0. ARCHITECTURE & Ln z INTERIOR DESIGN, INC. z PLANNING I ARCKMCTURE I INTERIOR DE M 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 i 407.830.1400 I www.forumarchitecture.com Zephyr Commons F- City of Zephyrhills, FL L 0 o F 1 i U1. .. 0 I I (6 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682.2386 0 WWW.SCD-ENG.COM ui Ix e�Q��p��U�Oa�A pDG o�� N IL 4141 z r\ n 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 o and/or Time Stamp shown using a digital signature. Printed copies of this document are not H considered signed and sealed and the signature must be verifled on any electronic copies. 0 z uj SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET 0 SHEET REVISIONS: EDITED BY: RGS, TLW SC&D PROJECT NO. 21-020 o FORUM PROJECT NO. 4097 W W z U z W Building Type I - Third Floor ry W Framing Plan z co W F- U W T U Z) L S3.13 0 U_ UU Typical Sheet Notes Floor & Roof Framing Plans A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE SHEET "S4.00.1" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP. C. SEE SHEET "S4.04.1" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. D. EXTERIOR WALL SHEATHING TO BE 7/6' CDX PLYWOOD or O.S.B. FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. (U.N.O.) G. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. H. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP. I. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP. J. ALL MASONRY WALLS TO BE 8" CMU (f m = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF. @ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP. PROVIDE 48 BAR O LAP w/ VERTICAL REINF. ABOVE BOND BEAM WHERE REQ'D., TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAILS CONTRACTOR NOTE: THRESHOLD BUILDING INSPECTIONS ARE CONSIDERED ADDITIONAL INSPECTIONS TO THE INSPECTIONS REQUIRED ON THE BUILDING PERMIT. THE CONTRACTOR SHALL BE REQUIRED TO SCHEDULE REGULAR INSPECTIONS THROUGH THE LOCAL BUILDING INSPECTION DEPARTMENT. SEE SHEET S3.01A FORTHRESHOLD INSPECTION PLAN. ® Key Notes 4th Floor Framing Plan (4 Story Building) 1. FIN. 4th FLOOR ELEVATION = 36-11 /", TYP. (U.N.O.) 10. INTERIOR LOAD -BEARING STUD WALLS @ 4th FLOOR: FLOOR TRUSS BEARING ELEVATION = 33'-8%", TYP. (U.N.O.) PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"00Y4' NAILS 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, @ 12" O.C., TYP. PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 11. LOAD -BEARING CMU WALLS @ 4th FLOOR ELEVATOR: PROVIDE 8" CMU STACKED 1N RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, 3. FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & 12. INTERIOR NON -BEARING STUD WALLS: BRACING AS REQ'D. TO FRAME ENTIRE FLOOR -CEILING ASSEMBLY. COORDINATE PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. BOTTOM PLATE PER ARCH. DWGS., TYP. 4. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 13, ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. OR MASONRY SHALL BE PRESSURE TREATED, TYP. 5. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. 14. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR OVER 3/4" TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG FULL HEIGHT 1NFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" PANEL EDGES & 12" O.C. INFIELD, TYP. O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ DEFLECTION OF SPANNING TRUSSES. SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D. COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 15. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE SHOP 7. BALCONY FLOOR DECKING: PROVIDE IY2" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4' TONGUE & GROOVE, APA SPAN REGISTERED IN THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO APPROVAL. TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 16. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 10d NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION w/ CRUSH BLOCKS IN FLOOR IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & TRUSSES, TYP. (U.NO.) CORRIDOR WALLS, TYP. 9. EXTERIOR LOAD -BEARING STUD WALLS @ 4th FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 16" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148"00Y4' NAILS @ 12" O.C., TYP. CU=TC UNIT B5 UNIT 62 UNIT 62 UNIT Al UNIT 63 CUNIT A2 C*fAl)C*fAl) C4Nk64:) � l Building Type I -Fourth Floor Framing Plan S 3.14 J SCALE: %" = 1'-0" V1 ro to 0 LI^.1 W L L 44 3 V C ro L 0 V V 0 .0 ro ro U 0 v N C ,C L v ro 0 V E _v ro U 0. v L L a 0 u u IV 0 L a h L. 0 4 C 0 rl ro u w" 'u v a kA C 1A C ro a. v z v no v 3 0 's. v Ill C W 0 v 0 .0 ++ 4. 0 H v .0 v 4-0 FORUME m LU m 0 11� (3- ARCHITECTURE & Ln z INTERIOR DESIGN, INC. i PLANNING I ARCHTECnJRE I INTERIOR DESIGN N W ❑ 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 00 407.830.1400 W www.forumarchitecture.com W Zephyr Commons City of Zephyrhills, FL DMGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM U ,. A. _. V LUAU SIB L /w.0R3V)� , °p000uouo�°° 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 s considered signed and sealed and the signature must be verified on any electronic copies, i SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET Q z Q — — Z Z W K 0 W W z W -- U W r Q — 0 W LL 0 A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U z �1 Building Type Fourth Floor 2 W W Framing Plan Z 00 W U W I— U S3.14 ry O W use N N O N 1.f1 N fO Typical Sheet Notes Roof Framing Plan A. SEE SHEET "S3.01" FOR GENERAL STRUCTURAL NOTES, TYP. B. SEE SHEET "S4.00.1" FOR WOOD BEAM/HEADER SCHEDULE, TRUSS FRAMING DESIGN CRITERIA, & TYPICAL BUILT-UP WOOD STUD COLUMN DETAILS, TYP. C. SEE SHEET "S4.04.1" FOR FLORIDA BUILDING CODE COMPONENT & CLADDING DESIGN WIND PRESSURE TABLE, TYP. D. GIRDER TRUSS ACROSS CORRIDOR TO BE DESIGNED TO ALLOW MECHANICAL DUCT TO PASS THROUGH. COORDINATE w/ M.E.P. DRAWINGS, TYP. E. ALL MASONRY WALLS TO BE 8" CMU (f m = 1,500 PSI) w/ 9 GA. HOR1Z. LADDER REINF. @ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. IN SOLID GROUTED CELL, TYP. PROVIDE 48 BAR 0 LAP w/ VERTICAL REINF. ABOVE BOND BEAM WHERE REQ'D., TYP. SEE SHEET "S3.05" FOR TYPICAL MASONRY DETAIL I l Building Type i -Roof Framing Plan S3.15) SCALE: Ys' = 1'-0" Key Notes Roof Framing Plan (4 Story Building) I. ROOF TRUSS BEARING ELEVATION = 45'-6Y4", TYP. (U.N.O.) 9. ROOF SHEATHING NAILING SCHEDULE: • NAIL @ 6" O.C. AT DIAPHRAGM BOUNDARIES, OVER PERIMETER WALLS, AND AT 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, ALL RIDGES, HIPS, & VALLEYS. PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & . NAIL @ 12" O.C. ALL INTERIOR SUPPORTS AND ALL OTHER PANEL EDGES. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. • UNBLOCKED DIAPHRAGM, USE 8d RING SHANK OR 10d COMMON NAILS w/ 1%" MINIMUM PENETRATION, TYP. 3, COORDINATE ALL CHASE & CONDUIT LOCATIONS w/ M.E.P. IN RELATION TO STRUCTURAL ELEMENTS, TYP. 4. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 5. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH DEFLECTION OF SPANNING TRUSSES. 6. 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. 7. ROOF TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS IN ROOF TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS TYP. 8. ROOF SHEATHING: PROVIDE Y2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED PLYWOOD (or 1%2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING) w/ H-CLIPS AS REQ'D., TYP. 10. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH BEARING POINT, TYP. 11. 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.) 12. TRUSS MANUF. NOTE: ALL TRUSS OVERFRAMING MEMBERS & ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED & DETAILED BY TRUSS ENGINEER. COORD. TRUSS PROFILES w/ ARCH. DWGS., TYP. 13. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 10d NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION w/ CRUSH BLOCKS IN FLOOR TRUSSES, TYP. (U.NO.) 14. TRUSS ENGINEER TO PROVIDE DRAG TRUSS OVER SHEAR WALLS PARALLEL TO TRUSS FRAMING w/ AXIAL CAPACITY TO RESIST BASE SHEAR LOAD NOTED IN SHEAR WALL SCHEDULE, TYP. 15. ELEVATOR HOIST BEAM AT TOP OF CMU ELEVATOR SHAFT HEIGHT & LOCATION TO BE COORD. w/ ARCH. DWGS. & ELEVATOR MANUF., TYP. 16. HATCH INDICATES FLAT ROOF AREA FOR MECH. CONDENSING UNITS. COORD. TRUSS PROFILES & LAYOUT w/ ARCH, DWGS. & PROVIDE Y4" SHEATHING @ FLAT ROOF AREAS, TYP. 17. ROOF TRUSS BRG. ELEV. = +42'-63/4" @ UNIT "Al" SOLARIUM, UNIT "B1" SOLARIUM, & UNIT "Cl" SOLARIUM & LIVING ROOM. COORS. w/ ARCH. DWGS., TYP. ro 4J ro _0 E v JC 4-0 ,3 v U C ro L 0 U U ro 0 r C ro ro U 0 v r +j Ja v C E L v iA ro 1A 10 0 U Ja E E C ,E y ro U a v .0 3 a E 0 U +. U v 0 L a 4 s 4J L 0 V) C 0 '4-j 0 U U v a +ttoy V C ro to ro'� a v z 4-1 by W W 3 0 C v v C b0 C W C 0 v r 4-1 4. 0 H ^v^ .�J 0 I� mFORUME Lu m 0 ARCHITECTURE & I N z INTERIOR DESIGN, INC. i PLANNING I ARCHITECTURE I INTERIOR DESK3N ui W 0 a F 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 05 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL ClUr�4AL.. i I e 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM 61 ttf n151 `.;.. 58 OZ22 r� , »a.0 o�,:� t� n ,� =j)N 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 02/17/2022 PERMIT SET A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 FORUM PROJECT NO. 4097 2 N Building Type I - W 0 x Roof Framing Plan W I— Z co W tr 1_ U W H I U I S3.15 O W 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 66" < k < 12' 0": x4 #1 H2-08 (2) 2x8 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 (j 2x4 #1 H2-10 (2) 2x10 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 (2)� #1\ H2-12 (2) 2x12 #2 S.Y.P. < 6'4" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 (3j 2x4 (2j, 24 • .'(3) 2x4 (3) 2x4 #1 o`Wc H3-06 (3) 2x6 #2 S.Y.P. < 6'-6" (1) 2x6 (1) 2x6 (1) 2x6 (1) 2x6 #2 w b'.6' < k:�"f;2' 0'� (2j 2x6 (1):2x6 (2},x6 (2) xE: #t2 H3-08 (3) 2x8 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (1) 2x6 #2 O O 6'6"� L<"1'.Q".�;(2) 77777 2x6 ;� (tf2x6 ":` {2)`2x6 {2)�x6. �::- #2: 4 H3-10 (3) 2x10 #2 S.Y.P, < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 Z77- O (2) 2x6 Z H3-12 (3) 2x12 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 LU z (')2x6" (2)2x�i;� (3)�2x6_"-� (3),2x6 • : #2.� O V H4-06 (4) 2x6 #2 S.Y.P. < 6'-6" (1) 2x8 (1) 2x8 (1) 2x8 (1) 2x8 #3 < L `<` 12' 0'' (2) 2X, (1);2xS () 2x$ (2) H4-08 (4) 2x8 #2 S.Y.P. < 6-6" (2) 2x8 (1) 2x8 (2) 2x8 (1) 2x8 #3 2x8 H4-10 (4) 2x10 #2 S.Y.P, < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 16, <{2) 2x$' : : (2) 2x$ , #3 H4-12 (4) 2x12 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 i';6"�z L.�"l2'0", (3j 2x8. ; (" );2�C8 O2x8 (3);2x8 #3': 132-08 (2) 1%4"x7%4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 0" (2) 2x4n 1); 2x4 �. (2)�Zx4 „(2)"x4 ��#4.& #5 132-10 (2) IY4"x9%4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 y, 132-12 (2) 1%4"x11%4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 2x4(2);2x4� 62-14 (2) 13/4'x14" VERSALAM 2.0 2650 < 614" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 L 4", (2), 2x4 {3) 2x4 (3)x�} 7-777777771 B2-16 (2) IY4"x16" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 2x4 B2-18 (2) 1%41x1$" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 01,#4 & #6 132-20 (2) 1%4'x20" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 44 & "# 133-08 (3) 1%4'x71/4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 10 2x6 777 (1)";2x6 's {2) `z6 (x6 #4 6s #5 133-10 (3) 13/4"x9%4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 m B3-12 (3) 1Y4"x11%4' VERSALAM 2.0 2650 < 6-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 O O 6' 6"> < L -12' Q`' , > (2) 2x6 (2)` 2at6 (2) 2x6 x (3� 26 #4 & #6 0 B3-14 (3) 1%4'x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 6' 2x6 (2 2x6 (3)'2x61 () 2xr� �(2) #4 & #6 Z B3-16 (3) 13/4'x16" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 2x6 #4&#6 v Z(2`2x6 w , #4 6& #6 133-18 (3) 1%4'x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 5' 6" < L .%l2' (3j " (3);2x�i #4 & #6 134-08 (4) 13/4"04" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 6'7rx" < L < 12 "0" (2) 2x8 (t), 2 2x$ 64-10 (4) 1Y4'x9Y4' VERSALAM 2.0 2650 < 6-6" (2) 2x8 (1) 2x8 (1) 2x8 (2) 2x8 #4 & #7 l'2' 0" (`) 2x8. (1}: 2x8 2x {2) 8 (2) 2x8 #4 & #7 B4-12 (4) IY4"x11Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 5' t 2"4" .8 (22x1x6 (3) 2x8. #4 & # 64-14 (4) IY4'x14" VERSALAM 2.0 2650 <6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 2xs (2X 2�c8" (3)=2x8 (3) 2x$ #4 fx #7 64-16 (4) 1%4"x16" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 6 < Ll 12- (•) xB .(2) 2x8` (3)�ZXB {3) fix$ �:#4 & #7 : 134-18 (4) 13/4'x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 h'.1'1".> °F' c.1 ' 0 rql.?xR` ' ?ufx• " #4'k07•' 1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/1/" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF %" 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 1/2" 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/ 8" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y" PLYWOOD BETWEEN CENTER PLIES. ATTACH LUMBER EITHER SIDE OF EACH)/2" 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 1z"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 %"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/2 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 %"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 Y/4'x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF %"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF'/4'x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF %"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 OF %2'O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. Wood Header & Engineered Wood Beam Schedule \S4.00.VSCALE: N.T.S. 3%" 2-PLY (NAILED) 3 4.00. 2 NOTE: DO NOT CUT, NOTCH OR DRILL HOLES IN BEAMS/HEADERS EXCEPT AS INDICATED ON ILLUSTRATION & TABLE 7 1/4" - 20" I 2" Allowable Holes in PSL Beams/Headers SCALE: Y4' = 1'-0" 0 0 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 13/a' --- --- 7/8, 138, (2) 2x4 -j-�- 2Y„ 21a, /„ 1/ 2x6 2/4" --- ... 13/8n "1/n (2) 2x6 --- 35/6 3%6" 13/s' 2�%9" 2x8 2%' ... ___ 11316" 27/8 (2) 2x8 --- 4%" 4%" 11Y61' 27/81 * 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 IY4" 2x6 2%4' 2x8 3/ 4 '� Cutting, Notching, &Bored Holes in Studs &Plates .00. SCALE: Y4" = 1'-0" NOTE: ALL BORED HOLES & NOTCHING IN FRAMING SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP. I ��E M 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 .00. 0 C? 4-PLY 2x6 (2 ROWS OF STAGGERED 30d COMMON WIRE NAILS EACH PLY) Built-up Wood Stud Column Sections SCALE: %4' = 1'-0" v ro IA b L _0 L 3 U C ro b 0 U C 4r L. .0 4J ro U 0 11, Jc 4-j A C �C L 10 h ro 10 0 00 A ,C y .la U a a ro N L 4 0 4r U ,v 0 L 0. .0 4r L 0 4- 0 ro V 4= v A. sA '0 to C ro a v .0 N b4 N 3 0 C to 's. �J C i W C d Q1 .0 4r 4- 0 4r H v v a J } m UJ FORUME 0 m ARCHITECTURE & INTERIOR DESIGN, INC. PI.ArM W I M CMR'C-CT M I KrBWR M SM 2 W 0 w 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 it vwvw.forumarchitecture.com W Zephyr Commons City of Zephyrhills, FL j 2965 WEST STATE ROAD 434. SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM �e�ppppPl1011Op90 n�- aSSz' - � •e nlI s o�uu��oaa�° Robert C. Scroggins, P.E. FL Registration No. 56158 j 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 1 considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET s zQ EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 T FA N 0 Structural Sections & it Details w I- z 05 W U W I- U S4.00.1 0 u_ r,, GABLE ROOF 1. HIP ROOF ro 3e I 2e 2e 1 3 i I 2n 0 I i ----------_..__--- 3r 2r I 2r i < 1� 12e 3r 2r so 2r ----------- I __ __ 2n I O O � 2r I I I � - I-_. -..._.._. - - - --- �_- 3e I 2e ___..._ ___2e._.. 13 az� 2 4.04• 7 -.J w z Ice O Od =� LL Z Z Z U Z QLS w z D OOo 0 o U. I -- a LU d@ W. 3 4.04• FLOOR 'RUSS BRG. Florida Building Code C&C Wind Design Pressures 4.04• SCALE: N.T.S. 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED IN SPACING SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS, SOLID 2x WOOD BLOCKING OR FRAMING MEMBER SHALL BE PROVIDED AT ALL PANEL EDGES, TYP. (U.N.O.) 2. FOLLOW SHEATHING ORIENTATION DIAGRAM. GAP Interior Shearwall Sheathing Layout & Fastener Pattern ^'•JD THING HOOD PLATE SCALE: IY2" = V-0" l� OIL TOP OF FLOOR OIL FLOOR TRUSS BRG. 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED IN SPACING SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS. SOLID 2x WOOD BLOCKING OR FRAMING MEMBER SHALL BE PROVIDED AT ALL PANEL EDGES, TYP. (U.N.O.) 2. FOLLOW SHEATHING ORIENTATION DIAGRAM. "',JD THING WOOD PLATE . M 1/° GAP Exterior Shearwall Sheathing Layout & Nailing Pattern SCALE: 1%" V-0" ® KEY NOTES FOR SHEARWALL SHEATHING LAYOUT & FASTENER PATTERN 1. AIRSPACE: SEE WALL SECTIONS & CONSTRUCTIONS ASSEMBLY SCHEDULES. 2. HOLD DOWNS: SEE SHEARWALL SCHEDULE FOR REQUIRED HOLD DOWNS @ SHEARWALL ENDS INDICATED ON FRAMING PLANS w/ EXTENT ARROWS, TYP. 3. FIRE RATED GYPSUM WALLBOARD PER ARCHITECTURAL DRAWINGS, TYP. 4. GYPSUM WALLBOARD @ INTERSECTION OR WOOD STUDS SHEARWALLS WHERE APPLICABLE. COORDINATE w/ ARCHITECTURAL DRAWINGS. 5. ADD STUD & BLOCKING AFTER HOLD DOWN IS INSTALLED AS REQUIRED, TYP. 6. PROVIDE 2 SIMPSON "CS16" OR "MST160" STRAPS PER SHEARWALL SCHEDULE. 7. NAILING EDGES @ 2X BLOCKING, TYP. 8. NAILING EDGES @ DOUBLE TOP PLATE, TYP, 9. NAILING EDGES @ STUDS, TYP. 10. NAILING EDGES @ SILL PLATE, TYP. 11. EXTERIOR SHEARWALL SHEATHING FIELD NAIL SPACING IS 12" O.C. PLYWOOD, TYP. (U.N.O.) INTERIOR GYPSUM SHEATHING FIELD FASTENING TO BE THE SAME AS EDGE FASTENERS, TYP. (U.N.O.). NOTE: CRIPPLES ARE NOT REQ'D @ UPPER TOP FLOOR TRUSSES UNLESS ROOF TRUSSES BEAR ON WALL ABOVE. PRE-ENG. WOOD TRUSS PER PLAN, T YP. OPTION #1: 18" TJI-250 BLOCKING PANELS BETWEEN EACH TRUSS 8-d NAILS @ 3" O.C. INTO TOP & BOT. PLATES & CRIPPLES WOOD STUD WALL PER PLAN & SCHEDULE, TYP. PRE-ENG. WOOD TRUSS PER PLAN, T WOOD STUD WAI PLAN & SCHEDULE WOOD TRUSS FRAMING DESIGN CRITERIA INTERIOR UNIT INTERIOR UNIT FLOOR BALCONY/PATIO BALCONY/PATIO FLOOR BREEZEWAY/CORRIDOR FLAT ROOF TRUSSES PITCHED ROOF TRUSSES FLOOR TRUSSES TRUSSES OVER CLUBHOUSE FLOOR TRUSSES TRUSSES @ CORNER UNITS FLOOR TRUSSES TCLL 40 PSF 40 PSF 60 PSF 60 PSF 80 PSF 30 PSF 20 PSF TCDL 15 PSF 15 PSF 30 PSF 30 PSF 30 PSF 10 PSF 10 PSF V Z BCLL ----- Q O BCDL 10 PSF 20 PSF 10 PSF 10 PSF 10 PSF 10 PSF 10 PSF TOTAL (PSF) 65 PSF 75 PSF 100 PSF 100 PSF 120 PSF 50 PSF 40 PSF USI ----- ----- ----- ----- ----- 25% 25% SPACING 16719.2724" O.C. 16/19.2"/24" O.C. 16719.2"/24" O.C. 16"/19.2724" O.C. 24" O.C. 24" O.C. 18" MAX. 17" DEPTH / PITCH 20" 20" (SLOPED TOP CHORD) (FLAT TOP CHORD) 18" VARIES VARIES OPTION #2: 2x4 BLOCKING TIGHT BETWEEN TRUSSES w/ 8-16d NAILS INTO TOP & BOTTOM PLATES -%" PLYWOOD w/ 8d MAILS @ 3" O.C., TYP. -2x4 CRIPPLE STUD @ MID -SPAN BETWEEN TRUSSES w/ 2-16d NAILS INTO TOP & BOT. PLATES OPTION #3: PRE-ENGINEERED TRUSS BLOCKING COMPONENT (BY TRUSS MANUF.) w/ 8-16d NAILS INTO TOP & BOTTOM PLATES. 4 Typical Shearwall Blocking • O4. SCALE: 3/4"= V-0" CONNECTOR SCHEDULES TYPICAL TRUSS STRAPPING UPLIFT REQUIREMENT RECOMMENDED SIMPSON CONNECTOR MODEL NO. UPLIFT CAPACITY LATERAL CAPACITY 0 - 500 LBS "H2.5A" 600 LBS 110 LBS 500 - 1000 LBS 11H10A" 1140 LBS 285 LBS 1000 - 1500 LBS 11MTS12" + "H2.5A" 1600 LBS 110 LBS 1500 - 2500 LBS "HTS20" + 11H10A" 2590 LBS 285 LBS 2-PLY GIRDER (3000 LB MAX) 11LGT21" + "MTS12" 3050 LBS 170 LBS 3-PLY GIRDER (3500 LB MAX) "LGT3-SDS2.5" 3685 LBS 410 LBS 4-PLY GIRDER (4000 LB MAX) "LGT4-SDS3" 4060 LBS 675 LBS BEAM & HEADER ANCHORAGE HEADER SIZE HEADER TO SUPPORT STUDS UP TO 4'-0" 2 SIMPSON "MSTA15" (ONE EACH SIDE) 4'-1" TO 8"-0" 2 SIMPSON "MST126" (ONE EACH SIDE) 8'-1" TO 12'-0" 2 SIMPSON "MST27" (ONE EACH SIDE) 4 Story Wood Framed Apartment Building LOCATION MEMBER DEPTH SHRINKAGE COEFFICIENT MOISTURE CHANGE MEMBER SHRINKAGE CUMULATIVE SHRINKAGE 4th Floor Top Plate (2) 2x4/2x6 3,01" 0.0025 10% 0.075" 0.881" 4th Floor Wall Stud 2x4/2x6 104.5" 0.00005 10% 0.052" 0.806" 4th Floor Sole Plate 2x4/2x6 1.5" 0.0025 100/0 0.037" 0.754" 4th Floor System 2x Wood Truss 18.01" 0.0025 10% 0.075" 0.717" 3rd Floor Top Plate (2) 2x4/2x6 3.0" 0.0025 10% 0.075" 0.642" 3rd Floor Wall Stud 2x4/2x6 104.5" 0,00005 10% 0.052" 0.567" 3rd Floor Sole Plate 2x4/2x6 1.5" 0.0025 10% 0.037" 0.515" 3rd Floor System 2x Wood Truss 18.0" 0.0025 10% 0.075" 0.478" 2nd Floor Top Plate (2) 2x4/2x6 3.0" 0.0025 10% 0.075" 0.403" 2nd Floor Wall Stud 2x4/3x4/2x6 104.5" 0.00005 10% 0.052" 0.328" 2nd Floor Sole Plate 2x4/2x6 1,5" 0.0025 10% 0.037" 0.276" 2nd Floor System 2x Wood Truss 18.01' 0.0025 10% 0.075" 0.239" 1st Floor Top Plate (2) 2x4/2x6 3.0" 0.0025 10% 0.075" 0.164" 1st Floor Wall Stud 2x4/3x4/2x6 104.5" 0.00005 10% 0.052" 0.089" 1st Floor Sole Plate 2x4/2x6 1.5" 0.0025 10% 0.037" 0.037" Slab/Foundation ----- ----- ----- ----- ----- WOOD SHRINKAGE CALCULATIONS: CALCULATIONS ASSUME THAT ALL STRUCTURAL WOOD MEMBERS ARE #2 SOUTHERN YELLOW PINE (#2 S.Y.P.), THAT THE SUB -FLOOR MATERIAL IS DIMENSIONALLY STABLE & SHRINKAGE IS NEGLIGIBLE, THAT ENGINEERED WOOD PRODUCTS (EWP) SUCH AS LVL/PARALLAM BEAMS & POSTS WITHIN THE WOOD FRAMING ARE DIMENSIONALLY STABLE & SHRINKAGE IS NEGLIGIBLE, & THAT THE TYPICAL FLOOR TRUSSES HAVE SINGLE TOP & BOTTOM 2x CHORD MEMBERS WHOSE SHRINKAGE IS EQUIVALENT TO TWO (2) 2x S.Y.P. WOOD PLATES. 5 4-Story Wood Shrinkage Calculation Schedule .04• 2/ SCALE: N.T.S. N 4-1 ro 4-1 _0 Z v C .0 V ro L 0 U U ro L .0 ro ro u 0 C +j .0 v C E L 4j ro� I^ 0 bA A E ,C N .4 ro V Q a ro v 4-1 C ,3 LL E 0 U U 0) 0 L a 4J S. 0 to 0 4w ro U 4= �U N a to C ro C a uV v 3 0 tA L v v C C W C Qj v C 0 Q ) v a J Y 0 W w FORUME E9 ARCHITECTURE & Ln z INTERIOR DESIGN, INC. P'LANNWG I AR(�TECTURE I IJIFRIORDESIGN N W 0 it 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 od 407,830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL i I 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 i TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM a S 0. tr z Q ®Q aTAT OF ®®®®®0 00#YAL ®°®® IIII1 e0 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 02/17I2022 PERMIT SET` 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 ►I 0 Structural Sections & w 0 Details w z os W Y U W U S4.04.1 tx 0 w w N N C) s.r1 N 0 Wood Stud Shear Wall Schedule for 4 Story Apartment Buildings O TYPICAL STUD FRAMING ® EXTERIOR WALL SHEATHING (or UNIT SIDE OF PARTY WALL) INTERIOR WALL SHEATHING BASE CONNECTIONS @ BOTTOM OF SHEARWALL SHEARWALL LEVEL TYPICAL STUDS NO. OF STUDS SHEATHING BASE SHEAR NAILING PATTERN ( NAILING PATTERN O7 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 (CAPACITY) TENSION (LB.) 4th FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 180 716" CDX PLYWOOD WALL 8d @ 6 O.C. 8d @ 12 O.C. %" TYPE "X„ GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD 2-16d @ 12 O.C. 1- CS16 „ 790 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. SHEATHING 10 WALLBOARD 3rd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 270 %6' CDX PLYWOOD WALL 8d @ 6" O.C. 8d @ 12" O.C. %" TYPE "X" GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD 2-16d @ 12" O.C. 1"HDU5-SDS2.5" 3,240 114SW-111 EXTERIOR 4th FLOOR SHEATHING 10 WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. WALL 2nd FLOOR TO %6" CDX %" TYPE "X" 1 #6xl/4rr BUGLE HEAD 1 #6x1/4„ BUGLE HEAD 3rd FLOOR 2 x6 @ 16„ O.C. (2) 2 x6 BLOCKED 350 PLYWOOD WALL 8d @ 6 O.C. 8d @ 12 O.C. GYPSUM SCREWS @ 6" O.C. SCREWS @ 6" O.C. 2-16d @ 12 O.C. 1- HDU8-SDS2.5„ 6,100 ® SHEATHING 10 WALLBOARD 1st FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 450 716' CDX PLYWOOD WALL 8d @ 4 O.C. 8d @ 12 O.C. 5/" TYPE "X" GYPSUM „ #6x1Y4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD Y2" 0 A307 A.B. (6 EMBED.) @ 1- HDU11-SDS2.5 „ 9,700 2nd FLOOR `8J SHEATHING 10 WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24" O.C., TYP. O 4th FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 110 Y8' TYPE 0XII GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- --•------- ---------- 2-16d @ 12" O.C. 1-"CS16" 1,000 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. 8 � WALLBOARD 3rd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 170 % TYPE 11X11 GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1-"CS16" 1,600 "4SW 2" 4th FLOOR ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. CORRIDOR WALL 2nd FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 220 %" TYPE "X" GYPSUM #6xlY4" BUGLE HEAD #6x1Y4' BUGLE HEAD 2-16d @ 12 O.C. 1- HDU2-SD2.5 „ 3,000 3rd FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. 8 O WALLBOARD 1st FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 275 5/a" TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD - "-"-'"---- -- -----`- %2" 0 A307 A.B. (6 EMBED.) @ 1- HDU5-SDS2.5„ 4,700 2nd FLOOR WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24" O.C., TYP. 4th FLOOR TO 2 x4 @ 16 O.C. (2) 2 x4 BLOCKED 90 /g TYPE X GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ________ 2-16d @ 12 O.C. 1- CS16 " 500 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. 8 O WALLBOARD 3rd FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 100 %" TYPE "X" GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD `--------- -------- ---------- 2-16d @ 12" O.C. 1-"CS16" 1,000 4th FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. 14SW-3" WALLBOARD INTERIOR PARTY WALL 2nd FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 „ BLOCKED 135 s/n TYPE „X„ GYPSUM #bxlY4' BUGLE HEAD #6x1Y4' BUGLE HEAD --------" ---------- ---------' 2-16d @ 12 O.C. 1- HDU2-SD2.5 „ 2,500 3rd FLOOR O WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 1st FLOOR TO DBL. 2 x4 @ 16 O.C. " (3) 2 x4 BLOCKED 170 % $" TYPE "Xr GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- Y2" 0 A307 A.B. " (6 EMBED') @ 1-"HDU5-SD52.5" 5,000 2nd FLOOR O ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24 O.C., TYP. 4th FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 130 %" TYPE "X„ GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD TYPE "X„ GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD 2-16d @ 12 O.C. 1- CS16 „ 1,400 ROOF 8 WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. 3rd FLOOR TO 2 x4 @ 16 O.C. (2) 2 x4 BLOCKED 195 %" TYPE "X" GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD %" TYPE „X„ GYPSUM 1 „ #6x1/4 BUGLE HEAD i " #6x1/4 BUGLE HEAD 2-16d @ 12 O.C. 1- HDU5-SDS2.5 „ 3,700 4th FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. SCREWS @ 4" O.C. SCREWS @ 4" O.C. "4SW-4" ® WALLBOARD WALLBOARD INTERIOR TENANT WALL 2nd FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 BLOCKED 260 %" TYPE "X" GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD %" TYPE "X" GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 " #6x1/4 BUGLE HEAD 2-16d @ 12 O.C. 1- HDU8-SDS2.5 „ 7,100 3rd FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. SCREWS @ 4" O.C. SCREWS @ 4" O.C. 5O ® WALLBOARD WALLBOARD 1st FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 BLOCKED 325 5/" TYPE "X„ GYPSUM 1 „ #6xl/4 BUGLE HEAD 1 „ #6xl/4 BUGLE HEAD TYPE "X" GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 „ #6xl/4 BUGLE MEAD 1/" 0 A307 A.B. (6 EMBED.) @ 1- HDU14-SDS2.5 „ 11,600 2nd FLOOR O () WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24" O.C., TYP. n NOTES: SIMPSON "MASH" MUDSILL ANCHORS @ 21" Q.C. MAYBE USED IN PLACE OFY2"O ANCHOR BOLTS SPACED @ 24" O.C., TYP. O ALL TRUSSES AND CONSTRUCTION SHALL BE DESIGNED TO WIND LOADS STATED IN GENERAL STRUCTURAL NOTES, TYP. 3O ALL STRAP NAILS SHALL PENETRATE THE BEARING MEMBER MIN. 12 NAIL DIAMETERS, TYP. (U.N.O.) ® SEE DETAILS #2, #3, #4 & #5 ON THIS SHEET FOR TYPICAL STRAPPING LOCATIONS AT EACH END OF SHEAR WALLS, TYP. O DBL. 2x4's ARE TO BE FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED, TYP. (U.N.O.) ® CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER & PROVED 6" MIN. EMBED., TYP. 1 4.04. 0 NAIL PATTERN BASED ON P-NAIL CRITERIA. SEE DETAILS ON SHEET "S4.02" FOR SHEATHING LAYOUT & FASTENER PATTERNS, TYP. ® SEE DETAIL "4/S4.04.1" FOR TYPICAL SHEARWALL BLOCKING OPTIONS IN FLOOR TRUSSES PERPENDICULAR TO SHEARWALLS. NOTE THAT OPTION #3 MUST BE USED IN BREEZEWAY CONDITIONS (TYPE "SW-2") TO TRANSFER ALL BASE SHEAR FROM FLOOR ABOVE TO DOUBLE TOP PLATE BELOW SO THAT THE EXTERIOR SHEATHING ACROSS THE FLOOR TRUSSES IN THE BREEZEWAY MAY BE INSTALLED PRIOR TO THE BREEZEWAY FLOOR TRUSSES. U9 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF THEY2"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ SCHEDULED HOLDDOWNS EACH END OF WALL, TYP. 10 ORIENTED STRAND BOARD (O.S.B.) w/ EQUIVALENT OR GREATER THICKNESS MAY BE USED IN PLACE OF THE SPECIFIED PLYWOOD WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS & SPACING/PATTERN AS NOTED FOR PLYWOOD, Wood Stud Shear Wall Schedule For 4 Story Apartment Buildings SCALE: N.T.S. 2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story 1st & 2nd Floors @ 2-Story 2 Shearwall "T" Intersection 4.04. SCALE: 1%" = 1'-0" 2nd & 3rd Floors @ 3-Story 1st & 2nd Floors @ 2-Story NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP. Afflffll' Ls1J 1st Floor @ 3-Story ( 3 )1, Shearwall Corner Intersection 4.04. SCALE: 1%" = P-O" NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP. 2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story 1st & 2nd Floors @ 2-Story 4 Shearwall "T" Intersection 4.04. SCALE: 1Y2" = F-O" NOTE: THESE DETAILS ARE DIAGRAMMATIC IN NATURE. REFER TO SHEARWALL SCHEDULE FOR REQUIRED NUMBER OF COMPRESSION STUDS @ END OF SCHEDULED SHEARWALL, TYP. 2nd & 3rd Floors @ 3-Story 1st Floor @ 3-Story 1st & 2nd Floors @ 2-Story rma 5 Interior Shearwall Intersection \S4.04-2/SCALE: 1%" = 1'-0" ® KEY NOTES FOR SHEARWALL DETAILS 1. AIRSPACE: SEE WALL SECTIONS & CONSTRUCTIONS ASSEMBLY SCHEDULES. 2. HOLD DOWNS: SEE SHEARWALL SCHEDULE FOR REQUIRED HOLD DOWNS @ SHEARWALL ENDS INDICATED ON FRAMING PLANS w/ EXTENT ARROWS, TYP. 3. FIRE RATED GYPSUM WALLBOARD PER ARCHITECTURAL DRAWINGS, TYP. 4. GYPSUM WALLBOARD @ INTERSECTION OR WOOD STUDS SHEARWALLS WHERE APPLICABLE. COORDINATE w/ ARCHITECTURAL DRAWINGS. 5. ADD STUD & BLOCKING AFTER HOLD DOWN IS INSTALLED AS REQUIRED, TYP. 6. PROVIDE 2 SIMPSON "CS16" OR "MST160" STRAPS PER SHEARWALL SCHEDULE. 7. NAILING EDGES @ 2X BLOCKING, TYP. 8. NAILING EDGES @ DOUBLE TOP PLATE, TYP. 9. NAILING EDGES @ STUDS, TYP. 10. NAILING EDGES @ SILL PLATE, TYP. 11. EXTERIOR SHEARWALL SHEATHING FIELD NAIL SPACING IS 12" O.C. PLYWOOD, TYP. (U.N.O.) INTERIOR GYPSUM SHEATHING FIELD FASTENING TO BE THE SAME AS EDGE FASTENERS, TYP. (U.N.O.). N +r ro v I.J. (V J. Jc U ro sr 0 U ro 0 L ro ro U 0 +j U v E lu +P b iA ro v "0 0 b0 C E ,E E v ro U a. ro L +j JC a, E 0 U v a r L 0 C 0 4-1 a C ro kA C ro a v r v 04 3 1A a� v C C W C �o v v .0 +r 4- 0 +.+ v L v a m 0FORUME w 0 ARCHITECTURE & z INTERIOR DESIGN, INC. z P'LANNNG I ARCHITECTURE I NTEIVORDESIGN N w 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL. 32714 05 407.830.1400 w www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL i � � T I _ Ilsl i 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD. FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®®�®�VIBBG6Cfg®®® °SCR® ®®®® EN kP i A . TAT OF NAL Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, K 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_ 02/17/2022 PERMIT SET n ! [ 1P- -r M1 %11^1I \,l1. EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 z F w Structural Sections & 0 2 Details w I— z co w U w I— z U a S4.04.2 0 U_ ,i 0 SIMPSON 15 @ 32" O.C. HEADER PER & SCHEDULE BEAM & HE/ ANCHORAC SCHEDULE, - NAIL STUDS w/ 16d NAIL: @ 12" O.C. 2 SIMPSON " 2x BLOCKIN, UNDER STU[ @ HEADER FLOOR TRU! PER PLAN, T" HEADER PER & SCHEDULE BEAM & HE/ ANCHORAC SCHEDULE, NAIL STUDS w/ 16d NAIL! @ 12" O.C. 2 SIMPSON " 2x BLOCKIN, UNDER STU[ @ HEADER FLOOR TRU! PER PLAN, T" HEADER PER & SCHEDULE BEAM & HEM ANCHORAC SCHEDULE, " NAIL STUDS' w/ 16d NAIL! @ 12" O.C. 2 SIMPSON " 2x BLOCKIN, UNDER STU[ @ HEADER FLOOR TRU! PER PLAN, 7 HEADER PER & SCHEDULE BEAM & HEA ANCHORAG SCHEDULE, l NAIL STUDS' w/ 16d NAIL! @ 12" O.C. 3 SIMPSON " TYPICAL WALL 1 4.040 tOOF TRUSSES g� 24" O.C. IMPSON STRAP PER LAN & SCHEDULE, YP. EACH TRUSS YP. CONNECTION OF BIRDER TRUSS TO POST IMPSON SP2 EVERY )THER STUD ROVIDE DOUBLE TUD (MIN.) UNDER k GIRDER, TYP. J.N.O.) VOOD STUDS ER PLAN, TYP. MPSON CS20 VERY OTHER STUD LOOR TRUSSES ER PLAN, TYP. LOCKING w/ DBL STUD FLOOR SPACES, TYP. SIMPSON "CS20" VOOD STUDS ER PLAN, TYP. MPSON CS20 VERY OTHER STUD LOOR TRUSSES ER PLAN, TYP. LOCKING w/ DBL STUD FLOOR SPACES, TYP. SIMPSON "CS20" VOOD STUDS ER PLAN, TYP. MPSON CS20 VERY OTHER STUD _OOR TRUSSES ER PLAN, TYP. ROVIDE FULL BLOCKING J FLOOR SPACES, TYP. MPSON "CS20" 4CH STUD, TYP. DLID 2x BLOCKING @ '-0" O.C. (MAX.), TYP. VOOD STUDS ER PLAN, TYP. MPSON HTT16 TYP. w/ 8) 16d NAILS @ STUDS >, TRUSS )SIMPSON SPl OR (1) 13 EVERY OTHER STUD .T. BOTTOM PLATE TO LAB CONNECTION PER LAN, TYP. (U.N.O.) --TYP GIRDER kT HIP GIRDER TRUSS )ROVIDE SIMPSON 'HCP2" NAIL TO TRUSS & TO DOUBLE )LATE BELOW IMPSON STRAP PER PLAN SCHEDULE, TYP. EACH 'RUSS IMPSON SP2 EVERY )THER STUD )OUBLE STUD >OLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS )ER PLAN, TYP. TOOR TRUSSES TER PLAN, TYP. IROVIDE FULL BLOCKING N FLOOR SPACES, TYP. ;IMPSON "CS20" UESTP. 5OBLUD SOLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS )ER PLAN, TYP. :LOOR TRUSSES )ER PLAN, TYP. )ROVIDE FULL BLOCKING N FLOOR SPACES, TYP. � IMPSON "CS20" :ACH STUD, TYP. DOUBLE STUD ;OLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS DER PLAN, TYP. :LOOR TRUSSES )ER PLAN, TYP. )ROVIDE FULL BLOCKING N FLOOR SPACES, TYP. ;IMPSON "CS20" :ACH STUD, TYP. DOUBLE STUD O'OLID 2x BLOCKING @ 5'-0" O.C. (MAX.), TYP. WOOD STUDS 'ER PLAN, TYP. 1)SIMPSON SPl OR (1) 13 EVERY OTHER STUD ).T. BOTTOM PLATE TO 'LAB CONNECTION PER ?LAN, TYP. (U.N.O.) HOLDDOWN WALL @ HIP END WALL @ GABLE END Typical Bearing Stud Wall Hoiddown Elevation 4 Story SCALE: Y8" = V-0" ME -�IMPSON STRAP PER PLAN Sr. SCHEDULE, TYP. EACH TRUSS kT GABLE END TRUSS 'ROVIDE SIMPSON _TSA24 NAIL TO TRUSS Sr. TO DOUBLE STUD 3ELOW @ 32" O.C. �-IMPSON SP2 EVERY DTHER STUD DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. PROVIDE FULL BLOCKING IN FLOOR SPACES, TYP. SIMPSON "CS20" EACH STUD, TYP. DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. PROVIDE FULL BLOCKING IN FLOOR SPACES, TYP. SIMPSON "CS20" UESTD P.DOBLU SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. PROVIDE FULL BLOCKING IN FLOOR SPACES, TYP. SIMPSON "CS20" EACH STUD, TYP. DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. (1)SIMPSON SP1 OR (1) H3 EVERY OTHER STUD P.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) PRE-ENGINEERED R, & GIRDER TRUSSES, —SIMPSON "HTT4" T & BOT. w/ THREA[ ROD, TYP. —SOLID 2x BLOCKIN 5-0" O.C. (MAX.), PROVIDE (4) 2x4 STU UNDER EACH GIRDEI Y2"O THRU BOLTS @ OR 16d NAILS EACH I 12" O.C. TYP. (U.N.O PROVIDE 2x BLOCKIN( @ EACH VERT. STUD I FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDI VERT. IN TRUSS AS REQ'I TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HTT4 TC BOT. w/ THREADE ROD THRU FLOOF ----- SOLID 2x BLOCKIN 5-0" O.C. (MAX.), PROVIDE (4) 2x4 STU UNDER EACH GIRDEI %110 THRU BOLTS @ OR 16d NAILS EACH I 12" O.C. TYP. (U.N.O PROVIDE 2x BLOCKING @ EACH VERT. STUD I FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDI VERT. IN TRUSS AS REQ'[ TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HTT4 TC BOT, w/ THREADE� ROD THRU FLOOF ---SOLID 2x BLOCKIN 5-0" O.C. (MAX.), -PROVIDE (4) 2x4 STU UNDER EACH GIRDEI YFO THRU BOLTS @ OR 16d NAILS EACH I 12" O.C. TYP. (U.N.O. —PROVIDE 2x BLOCKING @ EACH VERT. STUD L FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDI VERT. IN TRUSS AS REQ'[ TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HTT4 TC BOT, w/ THREADEI ROD THRU FLOOF SOLID 2x BLOCKIN 5-0" O.C. (MAX.), —SIMPSON HTT4 FOUNDATION, FOUNDATION 1� - TYP, GIRDER HOLDDOWN FOR GIRDERS Uplift Load More Than 3,000 LBS. 000"2 Girder Truss Connections - 4 Story 4.049 SCALE: V = V-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION SHEET NOTES FRAMING ELEVATIONS A. SEE SHEET "S4.04.2" FOR 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 Y2" DIAMETER A307 ANCHOR BOLTS w/ 7" EMBED. @ INTERIOR LOAD BEARING & EXTERIOR FRAME WALLS. PLACE BOLTS AS PER ANCHORAGE OR SHEAR WALL SCHEDULE. w/ MIN. 2 BOLTS PER PLATE & LOCATE BOLT 1'-0" 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 %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. I. 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 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 SPEICIFICALLY DETAILING THE REVISIONS TO THE CONTRACT DRAWINGS, SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF GEORGIA 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 "S4.04.4" FOR TYPICAL WALL FRAMING ELEVATIONS w/ CONT. ROD TIE -DOWN SYSTEM. to -j ro 4, kA v 0 u. N 1r ,3 U C (a L 0 U U ro C L 0 C ro ro U 0 0) 4J Ja N C E L .10 ro 0 U bA v G E C �C v A u a L1. ro C +-j C +r Ca G 0 U v 0 L 11 t L 0 tA C 0 U 4: U N ro 1A C ro a v L +j 4! b4 N 3 0 o, IV C C W C a Iv 4- 0 4-0 v a J }FORUME W O W 92 a. ARCHITECTURE & z INTERIOR DESIGN, INC. Z MMNNG I AR014rECTUIRE I nSnMMIR DMM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www,forumarch itecture.com Zephyr Commons City of Zephyrhills, FL �� ' (- Ii DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 • FAX 407/682-2386 WWW.SCD-ENG.COM i ��Op4dIllpppj�j 0 E�l`�o 4' S� TAT �6� >� U� l � nooao��a000� 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 Tlme 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 02/17/2022 PERMIT SET EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO, 4097 r� z W Structural Sections & 0 it Details i_- z co W tY D ill U X S4.04.3 0 U, 0 0 N N 0 Ln N a O SIMPSON "LSTA24" - @ 32" O.C. 2 O HEADER PER PLAN & SCHEDULE, TYP. v BEAM & HEADER ANCHORAGE PER SCHEDULE, TYP. IV NAIL STUDS TOGETHER w/ 16d NAILS EACH PLY @ 12" O.C. JACK STUDS PER SCHEDULE 2x BLOCK UNDER STUDS @ HEADER FLOOR TRUSSES PER PLAN, TYP. PROVIDE SOLID --- BLOCKING UNDER @ JACK STUDS, TYP. HEADER PER PLAN - & SCHEDULE, TYP. BEAM & HEADER --- ANCHORAGE PER SCHEDULE, TYP. JACK STUDS PER SCHEDULE 2x BLOCK UNDER STUDS @ HEADER O O LL FLOOR TRUSSES <[ PER PLAN, TYP. Z PROVIDE SOLID BLOCKING UNDER p @ JACK STUDS, TYP. 0 HEADER PER PLAN & SCHEDULE, TYP. d BEAM & HEADER ---- ANCHORAGE PER SCHEDULE, TYP. JACK STUDS PER - SCHEDULE 2x BLOCK UNDER STUDS @ HEADER FLOOR TRUSSES PER PLAN, TYP. HEADER PER PLAN—� & SCHEDULE, TYP. BEAM & HEADER - ANCHORAGE PER SCHEDULE, TYP. NAIL STUDS TOGETHER w/ 16d NAILS EACH PLY @ 12" O.C. JACK STUDS PER SCHEDULE IT 11 Jv1Ai: FC)uNDATtQN TYP. HEADER TYP. STUD/TRUSS HOLD DOWN 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 @ MID -SPAN, TYP. -WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. ,,,--SOLID 2x BLOCKING @ MID -SPAN, TYP. WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. ,,,-SOLID 2x BLOCKING @ MID -SPAN, TYP. WOOD STUDS PER PLAN, TYP. FLOOR TRUSSES PER PLAN, TYP. ::�: - HURRI-BOLT AS REQ'D. ,,,,,-SOLID 2x BLOCKING @ MID -SPAN, TYP. ,,,,-WOOD STUDS PER PLAN, TYP. P.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) kT HIP GIRDER TRUSS )ROVIDE SIMPSON -iCP2 NAIL TO TRUSS TO DOUBLE STUD 3ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS LID 2x BLOCKING MID -SPAN, TYP. DUBLE STUD DOD STUDS 2 PLAN, TYP. DOR TRUSSES 2 PLAN, TYP. DUBLE STUD LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS 2 PLAN, TYP, :)OR TRUSSES 2 PLAN, TYP. DUBLE STUD LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS 2 PLAN, TYP. )OR TRUSSES 2 PLAN, TYP. RRl-BOLT REQ'D. LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS 2 PLAN, TYP. DUBLE STUD BOTTOM PLATE TO B CONNECTION PER N, TYP. (U.N.O.) -TYP GIRDER LTYP HIP GIRDER TYPICAL WALL HOLDDOWN WALL HIP END HOLDOWN OR GIDRDERS WALL @ GABLE END 1 Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 4 Story Building 4 04 SCALE: Y8" = 1'-0,, AT GABLE END TRUSS DROVIDE SIMPSON _TSA24 NAIL TO TRUSS Sa. TO DOUBLE STUD 3ELOW @ 32" O.C. ;IMPSON STRAP PER >CHEDULE, TYP. EACH TRUSS >IMPSON SP2 EVERY DTHER STUD DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. OOR TRUSSES :R PLAN, TYP. IOUBLE STUD )LID 2x BLOCKING MID -SPAN, TYP. ;OOD STUDS :R PLAN, TYP. OOR TRUSSES :R PLAN, TYP. IOUBLE STUD )LID 2x BLOCKING MID -SPAN, TYP. FOOD STUDS :R PLAN, TYP. OOR TRUSSES :R PLAN, TYP. JRRI-BOLT REQ'D. )LID 2x BLOCKING MID -SPAN, TYP. FOOD STUDS 'R PLAN, TYP. IOUBLE STUD BOTTOM PLATE TO \B CONNECTION PER kN, TYP. (U.N.O.) K. 2 .049 PRE-ENGINEERED ROC & GIRDER TRUSSES, TY HURRI-BOLT AS REQ'C -SOLID 2x BLOCKING I 5-0" O.C. (MAX.), TYI PROVIDE (4) 2x4 STUDS UNDER EACH GIRDER m "O THRU BOLTS @ 12" OR 16d NAILS EACH PLY 12" O.C. TYP. (U.N.O.) -PROVIDE 2x BLOCKING @ EACH VERT. STUD IN FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE A VERT. IN TRUSS AS REQ'D T TRANSFER LOADS THRU FLOOR SYSTEM �- HURRI-BOLT AS REQ'C __�SOLID 2x BLOCKING i 5-0" O.C. (MAX.), TYI PROVIDE (4) 20 STUDS UNDER EACH GIRDER v "O THRU BOLTS @ 12" OR 16d NAILS EACH PLY 12" O.C. TYP. (U.N.O.) -PROVIDE 2x BLOCKING @ EACH VERT. STUD IN FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE A VERT. IN TRUSS AS REQ'D T TRANSFER LOADS THRU FLOOR SYSTEM f - HURRI-BOLT AS REQ'C -SOLID 2x BLOCKING I 5-0" O.C. (MAX.), TYI PROVIDE (4) 2x4 STUDS UNDER EACH GIRDER v Y" O THRU BOLTS @ 12" OR 16d NAILS EACH PLY 12" O.C. TYP. (U.N.O.) - PROVIDE 2x BLOCKING @ EACH VERT. STUD IN FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE A VERT. IN TRUSS AS REQ'D T TRANSFER LOADS THRU FLOOR SYSTEM -SOLID 2x BLOCKING t 5-0" O.C. (MAX.), TYi HURRI-BOLT AS REQ'C U !'J II► yli FOUN.DATION IFOINDATION ' TYP. GIRDER HOLDDOWN FOR GIRDERS C.R.T.S. Wall Elevation for Girder Truss Uplift Loads more than 3,000 lb. - 4 Story I SCALE: %$' = 1'-0" NOTE: SEE TYPICAL BEARING STUD HOLDDOWN ELEVATION & TYPICAL DETAILS FOR ADDITIONAL INFORMATION SHEET NOTES FRAMING ELEVATIONS w/ C.R.T.S. A. SEE SHEET "S4.04.2" FOR 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 %" DIAMETER A307 ANCHOR BOLTS w/ 7" 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-0" 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 %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. I. 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. SEE SHEET "S4.04.3" FOR TYPICAL WALL FRAMING ELEVATIONS w/ CONVENTIONAL STRAPPING SYSTEM. �A v 4-1 L 0 v Z +J r U C "0 s.. 0 U ro 0 C P C ro ro U 0 Q1 C .A b C E s,~ N to ro '10 0 U b0 C .Ja G v .A ro U Q. ro v L C0. G 0 u U 01 0 LL to +-0 L 0 U N a C ro C v 00 v 0 C v C C W C �o p v r +-j 4. 0 v A 0 g } m WFORUME m z ARCHITECTURE & Z INTERIOR DESIGN, INC. M APYAW I AROVECTURE I KT1E WR DEE w W 0 a 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 Lu www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL i .01..' �T,5, G.. DeIlGO gs 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 as FAX 407/682-2386 WWW.SCD-ENG.COM BOIICCO�p114� 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 02/17/2022 PERMIT SET j z z 2 N - - --- W 0 ir 0 rr A W z co W fy U U W F i U Q E 0 IL i EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 • z W Structural Sections & 0 Details ry W I- Z 05 W W T U S4.04A ry lL Vl 4+ ro v1 ro SHEATHING PER SHEATHING PER FIRE BLOCKING PER SCHEDULE, TYP. SCHEDULE, TYP. ARCH. DWGS., TYP. 0 CONT. 2x BOTTOM PLATE SHEATHING PER SCHED., TYP. GYP-CRETE TOPPING � WOOD STUD WALL PER GYP-CRETE TAPPING WOOD STUD WALL PER PLAN &SCHEDULE, TYP. 2-16d NAILS AT GYP-CRETE TOPPING WOOD STUD WALL PER PER ARCH. DWGS. IV PLAN & SCHEDULE, TYP. PER ARCH. DWGS. EACH TRUSS PER ARCH. DWGS. PLAN & SCHEDULE, TYP. FLOOR SHEATHING PER FLOOR SHEATHING PER FLOOR SHEATHING PER ARCH. DWGS., TYP. +`C+ FIN. FLOOR ARCH. DWGS., TYP. ARCH. DWGS., TYP. FLOOR SHEATHING PER SEE PLAN 2x4 BLOCKING BETWEEN 2-16d NAILS TOE NAILED EACH END. 2x4 WOOD BLOCKING TRUSS TO TRUSS CONNECTIONS BY TRUSS ENGINEER, TYP. GYP-CRETE TOPPING C ro TRUSSES. FASTEN w/ 2 12d BETWEEN TRUSSES, TYP. PER ARCH. DWGS. "d NAILS EACH END, TYP. 0 U ro TRUSS BRG. -- SEE PLAN SIMPSON STRAP PRE-ENG. WOOD PRE-ENG. WOOD 16d NAILS AT PRE-ENG. TRUSS 'i. PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS, TYP. 8° O.C., TYP. 0 CONT. 2x10 RIPPED TO FIT WOOD STUD WALL PER 2x4 BLOCKING BETWEEN TRUSSES. FASTEN w/ 2 12d NAILS EACH END, TYP. 2x BLOCKING BETWEEN TRUSSES CONT. DBL. 2x WOOD _ - - - - `✓ PLAN &SCHEDULE, TYP. WOOD STUD WALL PER TOP PLATE, TYP. WOOD STUD WALL PER PRE-ENG. TRUSS PRE-ENG. TRUSS ro CONT. DBL. 2x WOOD PLAN & SCHEDULE, TYP. PLAN & SCHEDULE, TYP. BEYOND V SHEATHING PER SCHEDULE, TYP. TOP PLATE, TYP. EXTEND SHEATHING SEE GEN. AIR SPACE PER PRE-ENGINEERED 0 NOTES AND SHEARWALL SCHEDULE, TYP. ARCH. DWGS. TYP. GIRDER TRUSS N ,A Truss Bearing @ Endwall r02 Truss Bearing Interior Wall 3 Truss Bearing @ Interior Party Wall 4 Truss Bearing @ Girder Truss Q) C S4.11 SCALE: Y4" =1'-0" 54.11 SCALE: %4" = 1'-0" 54.11 SCALE: %4" = 1'-0" G 54.11 SCALE: /4" =1'-0" N ro "C3 0 NOTE: DIAGONAL BRACING OCCURS @ 4'-0" O.C., TYP. U NOTE: DIAGONAL BRACING WOOD STUD WALL PER � C SHEATHING PER PLAN, TYP. 2x4 BLOCKING BETWEEN TRUSS TOP CHORDS @ OCCURS @ 4'-0" O.C., TYP. PLAN &SCHEDULE, TYP. 'O KICKER. FASTEN SHEATHING TO TOP BLOCKING w/ (5) 10d NAILS @ 4" O.C., TYP. SHEATHING PER CONT. 2x BOTTOM PLATE SHEATHING PER FIRE BLOCKING PER ARCH. DWGS., TYP. SHEATHING PER WOOD STUD WALL PER SCHEDULE, TYP. SCHEDULE, TYP. SCHEDULE, TYP. WOOD STUD WALL PER PLAN & SCHEDULE, TYP. GYP-CRETE TOPPING GYP-CRETE TOPPING GYP-CRETE TOPPING PLAN & SCHEDULE, TYP. CONT. 2x BOTTOM PLATE PER ARCH. DWGS. WOOD STUD WALL PER PER ARCH. DWGS. CONT. 2x BOTTOM PLATE PER ARCH. DWGS. E C FLOOR SHEATHING PLAN & SCHEDULE, TYP FLOOR SHEATHING PER FLOOR SHEATHING PER GYP-CRETE TOPPING E FIN. FLOOR PER PLAN, TYP. ARCH. DWGS., TYP ARCH. DWGS., TYP. PER ARCH. DWGS. CONT. 2x BOTTOM PLATE SEE PLAN K Y PER SHEATHINGP x x -- FIN. FLOOR v PRE-ENGINEERED LADDER TRUSS SEE N � w/ VERT. MEMBERS @ 24" O.C. 2x4 FLAT BLOCKING x fa (MAX.), TYP. zz 4'-6"-- w/ (2) 16d NAILS V y EACH TRUSS 1st 2 BAYS x TRUSS BRG. a SEE PLAN SIMPSON STRAP PRE-ENG. WOOD PRE-ENG. WOOD PRE-ENG, WOOD PRE-ENG. WOOD PRE-ENG. WOOD TRUSS BRG. l - -- -� --' PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. SEE PLAN —_.._. - ,._ __..__ _..-._ -,_ _ _ WOOD STUD WALL PER 2x4 DIAGONAL BRACE @ 48" O.C. CONT. DBL. 2x WOOD TOP PLATE, TYP. PRE-ENGINEERED LADDER TRUSS w/ VERT. MEMBERS CONT. 2x10 TOP PLATE PRE-ENG. WOOD' TRUSS PER PLAN, TYP. PRE-ENG. WOOD 4. 3 PLAN & SCHEDULE, TYP. w/ (4) 16d NAILS EACH END, TYP. @ 24" O.C. (MAX.), TYP. GIRDER TRUSS PER > PLAN, TYP. CONT. DBL. 2x WOOD WOOD STUD WALL PER SHEATHING PER WOOD STUD WALL PER SHEATHING PER I:L SHEATHING PER TOP PLATE, TYP. PLAN & SCHEDULE, TYP. SCHED., TYP. PLAN & SCHEDULE, TYP. SCHED., TYP. 0 PLAN, TYP. U U N 0 r Deck Bearing Endwall 6 Deck Bearing @ Interior Wall 7 Deck Bearing @ Interior Party Wall 8 Wall/Truss Bearing @ Girder Truss a 54.11 SCALE: Y4" = 1'-0" 54.11 SCALE: Y4" = 1'-0" 54.11 SCALE: 3/4" = 1'-0" 54.11 SCALE: 3/4" = 1'-0" L 4- tA 0 ro u C U v a SHEATHING PER _ WOOD STUD WALL PER NOTE: DIAGONAL BRACING C ro PRE-ENG. HANDRAIL & NOTE: DIAGONAL BRACING GLAZING & CONNECTIONS SCHEDULE, TYP. PLAN & SCHEDULE, TYP. OCCURS @ 4'-0" O.C., TYP. 1A CONNECTION PER ARCH. DWGS., TYP. OCCURS @ 4'-0" O.C., TYP. PER ARCH. DWGS., TYP. H3-0$ WOOD BLOCKING @CANOPY "HUC" L.W. CONC. TOPPING CONT. 2x BOTTOM PLATE ro SUPPORT WITH SIMPSON PER ARCH. DWGS. 0. GYP-CRETE TOPPING EACH END, TYP. GYP-CRETE TOPPING N L.W. CONC. TOPPING PER ARCH. DWGS. FLOOR SHEATHING PER PER ARCH. DWGS. C PER ARCH. DWGS. PRE-ENGINEERED CANOPY & ARCH. DWGS., TYP. +j FLOOR SHEATHING PER FLOOR SHEATHING PER CONNECTION BY SPECIALTY ' SLOPE & DRAIN PER FLOOR SHEATHING PER Qj SIMPSON "H2.5A" ARCH. DWGS., TYP. ARCH. DWGS., TYP. FLOOR ENGINEER, TYP. _ " ." ' QWGS., TYP.r ARCH. DWGS., TYP. FLOOR ro EACH TRUSS, TYP. SLOPED TOP CHORD; .:.. ,. _.. ,.._:. - ., .:__.� x SEE PLAN :ARCH. ....- ...... -- - SIN. EE P x x- - 1 - - - o SIMPSON "H2.5A", TYP. SIMPSON "HUS" PER SCHEDULE, TYP. SIMPSON "H2.5A", TYP. i I x TRUSS BRG. TRUSS BRG. Q) .. __--:-_... -- _ ---._ — .__. .._.._.._ WOOD HEADER PER PLAN - & SCHEDULE, TYP. DBL. 2x8 P.T. WOOD LEDGER - _. __ _.._.__ DIAGONAL BRACING PER SEE PLAN -- _ - __ CONT. WOOD BEAM PER -- _ _ - -- - - _—---_... _ --- - _..._ - ._ __ _...._ DBL. 2x8 P.T. WOOD LEDGER DIAGONAL BRACING PER - SEE PLAN C "' � 3 w/ (2) Y8 QS x 6 LONG LAG 5/54.12 @ 48 O.C., TYP. PLAN &SCHEDULE, TYP. PRE-ENG. BALCONY w/ (2) Ys"O x 6" LONG LAG 5/S4.12 @ 48 O.C., TYP. C PRE-ENG. BALCONY SCREWS @ 24" O.C. INTO TRUSS @ 24" O.C., TYP. BEAM, TYP 2x4 BLOCKING BETWEEN TRUSSES. B.O. HEAD DBL. 2x CONT. WOOD TRUSS @ 24" O.C., TYP. SCREWS @ 24" BEAM, TYP O.C. INTO PRE-ENGINEERED LADDER TRUSS W C - FASTEN w/ 2 12d NAILS EACH END, SEE ARCH. PLATE, TYP, w/ VERT. MEMBERS @ 24" O.C. pp SIMPSON STRAP TYP, SIMPSON STRAP (MAX.), TYP. in PER PLAN, TYP. DBL. 2x CONT. WOOD PER PLAN, TYP. DBL. 2x CONT. WOOD N - PLATETYP. WOOD HEADER PER PLAN , SHEATHING PER—/ WOOD STUD WALL PER PLATE, TYP. 0) & SCHEDULE, TYP. GLAZING & CONNECTIONS SCHEDULE, TYP. PLAN &SCHEDULE, TYP. L PER ARCH. DWGS., TYP. 4-0 9 Balcony Truss/Deck Bearing @ Endwall ip Balcony section @ Pre-engineered Canopy 4- ° to v 54.11 SCALE: %4" = 1'-0" 54.11 SCALE: 3/4" = 1'-0" v 0 J J FORUMN 0 (D W ARCHITECTURE & N z INTERIOR DESIGN, INC. i R AMM I ARCHITECTURE I Nl SWR DESIGN fN W 0 ir uj 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 www.forumarchitecture.com W Zephyr Commons City of Zephyrhills, FL t i DESIGN 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM 0 CR®0 ®®® o ® 0 TAT _ F °> m s��aooead 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 coples of this document are not considered signed and sealed and the signature must be verified on any electronic copies. j SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET I01 SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 u 0 W w Structural Sections & 0 2 Details 0 w F_ z 00 w W i- z U 0 S4.11 IL 0 N CV 0 s!1 N 0 r ro 4-0 IA VERT. REINF. IN SOLID GROUTED CELL PER - SHEATHING PER SHEATHING PER PLAN &SCHEDULE. PROVIDE 48 BAR 0LAP PLAN, TYP. PLAN, TYP. 0 ABOVE FIN. FLOOR WHERE REQ'D., TYP. 8 CMU w/ HORIZ. VERT. REINF. IN SOLID 2x4 BLOCKING BETWEEN TRUSSES. GROUTED CELL PER SCHEDULE. 2x WOOD STUD WALL - 2x WOOD STUD WALL -: lL LADDER REINF. @ FASTEN w/ 2 12d NAILS EACH END, TYP. PROVIDE 48 BAR 0 LAP ABOVE PER PLAN & SCHED., TYP. PER PLAN & SCHED., TYP. - 16" O.C., TYP. GYP-CRETE TOPPING : FIN. FLOOR, TYP. GYP-CRETE TOPPING GYP-CRETE TOPPING CONT. 2x BOTTOM GYP-CRETE TOPPING = 2x CONT. BOTTOM •N _ PER ARCH. DWGS. PER ARCH. DWGS. 8" CMU w/ HORIZ. LADDER PER ARCH. DWGS. PLATE, TYP. PER ARCH. DWGS. PLATE C 44 FLOOR SHEATHING - FLOOR SHEATHING REINF. @ 16" O.C., TYP. PLYWOOD SHEATHING PLYWOOD SHEATHING ' PER PLAN, TYP. _ FIN. FLOOR _ .._ SEE PLAN ,. PER PLAN, TYP. FIN. FLOOR :__..., =- ._ _ SEE PLAN PER PLAN, TYP. -- - FIN. FLOOR v - SEE PLAN PER PLAN, TYP. - - FIN. FLOOR SEE PLAN C PRE-ENGINEERED LADDER 2x4 WOOD BLOCKING ro s. TRUSS w/ VERT. MEMBERS BETWEEN TRUSSES, TYP. 0 "BB-V @ 24" O.C. (MAX.). TYP. NVI ' '• _. _ U U U - CONT. BOND _. "BB-1" BEAM, TYP, CONT. BOND BEAM, TYP. _ CONT.'BB-1" BOND CONT. "BB-1" BOND C BEAM, TYP. BEAM, TYP. PRE-ENG. WOOD PRE-ENG. WOOD PRE-ENG. WOOD #5 VERT. REINF. IN SOLID TRUSS PER PLAN, TYP. GROUTED CELL @ 32" O.C., TYP. 7- PRE-ENG. TRUSS #5 VERT. REINF. IN SOLID GROUTED CELL @ 32" O.C., TYP. s: 0 TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. DBL 2x10 LEDGER PLATE w/ z" O HILTI "HAS" SIMPSON "H2.5" EACH _ DBL. 2x4 TOP _ 2x4 WOOD BLOCKING PLATE, TYP. - BETWEEN TRUSSES, TYP. TOP - DBL. PLATE, TYP. �+ ro THREADED RODS DRILLED &EPDXIED (4'/2" TRUSS, TYP. (U.N.O.) 2x WOOD STUD WALL - 8" CMU, TYP. EMBED.) @ 32" O.C. STAGGERED w/ HILTI _ DBL 2x10 LEDGER PLATE w/ Y8 O HILTI - PER PLAN & SCHED., TYP. "HY-150" INJECTION ADHESIVE, TYP. "HAS" THREADED RODS DRILLED & VERT. REINF. IN SOLID 8" CMU, TYP, 2x WOOD STUD WALL PER 0 - EPDXIED EMBED.) @ O.C. GROUTED CELL PER PLAN & SCHED., TYP. STAGGEREDED w/ HILTI "HY-15 15 0" SCHEDULE v INJECTION ADHESIVE, TYP. Deck Bearing @ Truss Bearing @ A 1 CMU Elevator Shaft Wall 2 CMU Elevator Shaft Wall r Deck Bearing @ Wood Stud Wall 4 Truss Bearing @ Wood Stud Wall 54.12 SCALE: 3/4" = F-0" '\S4.12 SCALE: 3/41' = 1'-011 54.12 SCALE: %4" = 1'-0" 54.12 SCALE: 3/4" = 1'-0" E v +-1 Q) b LA 1A 0 GL 4 12" #5 Z-BAR LAP 8" NOTE: COORDINATE BEARING PLATE ELEVATIONS BEAM & WALL BEAM & WALL TOP & BOT. DOWEL WITH TOP OF STEEL ELEVATIONS, TYP. - SEE PLAN (j EXTENSION WF BEAM PER PLAN NOTE: FULLY GROUT ALL VOIDS BETWEEN TOP & ,p LAP VERT. REINF. 48 BAR QS's � BOTTOM FLANGES TYP. EACH SIDE OF BEAM, TO � VERT. REINF. PER PLAN. C 8"x16" C.I.P. CONCRETE - ABOVE SLAB WHERE REQ D., TYP. d ,,, PROVIDE CONTINUITY OF CMU PILASTER BEARING LAP 48 BAR O's, TYP. PRE-ENGINEERED STAIR & G BEAM w/ (2) #5 TOP & _ m CAPACITY ABOVE & BELOW, TYP. LANDING, TYP. E BOTTOM & #3 STIRRUPS - - Z @ 81, O.C., TYP. - O - m 11/2" 11/2" FIN. FLOOR FIN. FLOOR 7 FIN. FLR. & LANDING EL. SEE PLAN • . EL. SEE PLAN • S4.12 -�- a 5EE PLAN 0 n a "KO 1" BOND BEAM CONT. ." J. (6) #5 CONT. IN 8"x24" N = % I� 54.12 BB-1 Ll. POURED MONOLITHIC w/ SOLID GROUTED CMU O ;! BEARING PLATE %4"x6"x BEAM CONCRETE BEAM, TYP. - '. TIE BEAM, TYP. _ _ _ Old V FLANGE WIDTH PLUS 6 FOR �� = CONNECTION BY STAIR DESIGNER N - f 8" C.M.U. w/ (2) 5/"QJ x 8" WF BEAM LONG ANCHOR BOLTS (PER PLAN) _ INTO SOLID GROUTED BOND BEAM, TYP. +' 8" CMU, TYP. CONT. LATH TO RETAIN CONT. METAL LATH TO RETAIN _ CONC. IN TOP COURSE - WF BEAM ON BEARING PLATE & GROUT REINF. TO MATCH BOND BEAM CONCRETE IN TOP COURSE, TYP. > 8" CMU w/ HORIZ. REINF. BED PER SECTION. PROVIDE GROUT BED BOT. STEEL STD. HOOK LAP Q. @ 16" O.C., TYP. I TO PROPER ELEVATION. GROUT POCKET CONCRETE OR SOLID AFTER BEAM PLACEMENT MASONRY COLUMN AT EXTERIOR WALL LOCATIONS HOLD END 0 ORIGINAL TIE BEAM ALTERNATE TIE BEAM 1 OF BEAM TO INSIDE OF BLOCK SHELL. V 41 Typical Reinforcing @ ,o r Typical Tie Beam as Elevator Core 6 CMU Wall Penetration 7WF Beam Bearing @ CMU 8 Typical Tie Beam Detail @ Stair a SCALE: %4" = 1'-0" 54.12 SCALE: Y4" = 1'-0" (S4.123))S4.12 SCALE: Y4" = 1'-0" In +�+ SCALE: Y4' = 1'-0" 54.12 0 In 0 U r. - U v 8" CMU w/ HORIZ. REINF. PRE-ENGINEERED STAIR & Q. @ 16" O.C., TYP. (U.N.O.) LANDING, TYP. TJ ro IA a v ROOF SHEATHING & C FASTENERS PER PLAN, TYP. _ SIMPSON "A35", TYP. 1 CONNECTION BY STAIR DESIGNER SLOPE r—! INTO SOLID GROUTED BOND BEAM, TYP. SIMPSON "HUS28" PER y STRAP PER PLAN, TYP. SCHEDULE, TYP. CONCRETE BEAM &REINF. PER tA i. NAIL @ 6" O.C. w/ I PLAN POURED MONOLITHICALLY v 6d COMMON NAILS w/ CONCRETE SLAB, TYP. C \_PRE-ENG. WOOD 2x WOOD FASCIA PER ARCH. — °� ROOF TRUSS W DWGS w/ 2-8d COMMON ..: C NAILS EACH TRUSS, TYP. PRE -CAST LINTEL PER PLAN @ SCHEDULE, TYP. 0 VERT. REINF. PER PLAN & SCHED. w/ STD. HOOK @ TOP, TYP. r 4. 0 9 Low Roof Section a CMU Stair A 54.12 SCALE: %4' = F-0" v 0 a Y m 0FORU N w m 0 10ARCHITECTURE & Z INTERIOR DESIGN, INC. z RAWNIWG I ARCFUTEC7 W I �IlEWOFLDESIGW co w 0 Lu 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 rd 407.830.1400 r Q www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL r I 1 o Si ... .. n$.R 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 0 FAX 407/682.2386 WWW.SCD-ENG.COM ®B�B�BBIIgp� ®e°° ZTOF �zz ° ®®aa NAL®®e 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. 12/16/2021 02/17/2022 SET DISTRIBUTIONS: OWNER REVIEW SET PERMIT SET w _ _ a 0 z a _ — z z s? N _ W O a Q SHEET REVISIONS: a FA a6 W U W s a f D 0 LL Lu - -- - a _ N z z W z z 0 ry w i- EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 o FORUM PROJECT NO. 4097 W W s u z W Structural Sections & 0 Details w z c6 w h�- U w l_ T U S4.12 a 0 w 0 sA v ROOF TRUSS NOTES: 20 PSF ROOF LIVE LOAD (REDUCIBLE) I. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA SHEATHING C.B. '� BUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS FABRICATOR SHALL SUBMIT 5&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A O 10 PSF TOP CHORD DEAD LOAD, TYPICALLY PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR 2x4 DIAGONAL BRACE (DB) @ U. REVIEW PRIOR TO TRUSS FABRICATION. EA. END WALL AND @ 20'-0" (15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS) MAX. INTERVALS ALONG 0)10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY 2. ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM C CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL LATERAL BRACE. +' AND CEILING DEAD LOADS. 'C 3. WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS CONTINUOUS LATERAL BRACE (CB) AS 3 ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES REQUIRED BY TRUSS DESIGN AND U SYMMETRICALLY (REVERSE WINDWARD AND LEEWARD WIND LOADINGS) THEREBY FRAMING PLAN ACCOUNTING FOR WIND LOAD IN THE OPPOSITE DIRECTION. A MAXIMUM OF 10 PSF DEAD zz WIND �� ASP LOAD MAY BE USED TO RESIST UPLIFT, TYP. O DIRECTION Q�,O S�p�l r�F LIi 6 �0 4 NG PLANS FOR ADDITIONAL DEAD LOADS SEE ARCHITECTURAL VON TOP OR BOTTOM CHORDS OF TRUSSES DU TINGS, MECHANICAL DRAWINGS, AND ROOF O MECHANICAL WEB MEMBER U O' /dEQUIPMENT, WHERE APPLICABLE. 450 tL01 J CONTINUOUS BOTTOM BRACE (BB) 7 - D.B. B.B. ,c 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 1/f TRIBUTARY WIDTHS GREATER THAN 2'-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 Z 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 R1 - ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID fa OVERLOADING ANY ONE TRUSS. V ///i/////i!/.//// SEE NOTE #4 7. COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS WITH ARCHITECTURAL DRAWINGS, TYPICALLY. 2. ALL BRACING (DB,CB,66) 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 L 8. TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE. DIAGONAL BRACES @ 20'-0" MAX. ,N 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 A WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. 1 2 Typical Wood Truss Bracing @ EA. TRUSS INTERSECTION. Pre -Engineered Wood Trusses 9. PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR 54.21 SCALE: Y4' = 1'-0" TRUSS SYSTEM, TYPICALLY. SCALE: N.T.S. 54.21 v sA ro BLOCKING REQUIRED 0) BETWEEN OUTRIGGERS HURRICANE CLIP "H2.5" @ `10 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 7161 STRUCTURAL 2x4 BLOCKING @ @ 24„ O.C. SHALL BE BRACED AND SECURED, IN PLACE, AS DETAILED. q0 ROOF SHEATHING SHEATHING JOINT C 4" FROM GABLE U-HANGER 2x4 BARGE I. GABLE TRUSS SHALL HAVE 2x4'S ADDED TO THE ' SOME GABLE ENDS MAY REQUIRE OTHER TYPES OF "t3 RAFTER CONT. VERTICAL 2x4'S IN THE HEIGHT EXCEEDS 4 FEET, WITH BRACING. REFER TO INDIVIDUAL TRUSS DESIGNS FOR THE ADDED 2x4'S FORMING AN L SHAPE, USING 12D 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 c�c 2x4 X-BRACE @ PVERHAND,END TRUSS DROP 3Y2" EXCEED 24 INCHES WITH AN OUTRIGGER BACK A w/ 10d NAILS @ 16" O.C., TYP. G 8'-0" O.C. PER ARCH MINIMUM OF 24 INCHES. C 2x4 SCAB CONT. — o TOP TO BOTTOM CONT. 2x4 SCAB FROM TOP TO 3. 2x4'S "X" BRACING SHALL BE REQUIRED AT GABLE ENDS 00 CHORD @ 8" BOTTOM CHORD @ X-BRACING MORE THAN 48 INCHES TALL, NOT TO EXCEED 8 FEET GABLE END STUDS @ z FROM GABLE (PROVIDE ADDITIONAL 2x4" @ ON CENTER. 24" O.C. (MAX.), TYP. Q VERTICAL IF HIGHER THAN 60" TO FROM AN "L" SHAPE - SEE "4/S-6.1") 4. THE "X" BRACE SHALL EXTEND NO LESS THAN 8 FEET O ¢ - U BEYOND THE GABLE END. UNLESS IT IS CONNECTED ~ Q TO A GIRDER TRUSS. THE MAXIMUM UNSUPPORTED to V LL — (3) 12D NAILS, 2x4 BLOCKING 48" O.C. BETWEEN 4 � d TYPICAL @ 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. ,C 2x4 SCAB IF SIMPSON "A35" CLIP @ 48" O.C. 5. THE BOTTOM CHORD OF TRUSSES WITHIN 8 FEET OF x 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. d 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. U PROVIDE A MOISTURE BARRIER IF IN CONTACT WITH MASONRY. U SIMPSON "CS22" @ 48" O.C., TYP. 7. ALL NAILING FOR ROOF SHEATHING ON A GABLE END v SHALL BE 4 INCHES ON CENTER WITHIN 4 FEET OF THE O 3 Typical Gable End Framing/Bracing Detail GABLE TRUSS WITH BLOCKING FOR ALL EDGES WITHIN THAT 4 FOOT AREA. 4 Gable End Bracing Detail (Vult < 150 MPH) � 54.21 SCALE: N.T.S. 54.21 SCALE: N.T.S. L 0 w 'RUSS "IONS BY -MUST TH FT )NS SIMPSON"HTT22B SIM PSON"HTT22 B PRE-ENGINEERED WOOD GIRDER TRUSS, TYP. DBL. 2x WOOD TOP PLATE PER PLAN & SCHED., TYP. WOOD STUD COLUMN PER PLAN & SCHEDULE, TYP. SIMPSON"HTT2 5 Girder Truss 6 Girder Truss Bearing @ Wood Stud Wall 7 S4.21 SCALE: N.T.S. S4.21 SCALE: N.T.S. S4.21 .ED WOOD NOTE: G.C. TO COORDINATE HOLD DOWN TYP. LOCATIONS w/ TRUSS LAYOUT, TYP. !x WOOD TOP AS REQ'D., TYP. wUw ncAUM PER PLAN & SCHEDULE, TYP. Girder Truss Holddown @ Wood Header SCALE: N.T.S. PER -ENGINEERED GIRDER TRUSS MASONRY BOND BEAM OR CONCRETE BEAM PER PLAN, TYP. S S4.21 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 SCALE: Y4' = 1'-0" ro U 11. a b N to ro a v r F v N 3 0 N C IJJ C v v' 0 1A v A v 3 Q m FORUME _ N ARCHITECTURE & z INTERIOR DESIGN, INC. MJWM VG I ARCH(TWWPZ I KMWR DESIGN 0 W 0 u 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 W U vwwv.forumarchitecture.com _ U Q z CIO 0 tL IL 0 z Zephyr W z 0 z Commons W r 0 W W tr X W W _ 0 I- z W U O uj City of Zephyrhills, FL LL zip, -� , o I I 0 "j 2965 WEST STATE ROAD 434. SUITE 100 LONGWOOD, FL 32779 0 TEL 407/682.2086 . FAX 407/682.2386 WWW,SCD•ENG.COM tu ®eQQ@VBB96969®® ®®®® CR® ®°0°® o 0 ° Lu zWz �: a 0STAT` DE °°0 ONAL Robert C. Scroggins, P.E. FL Registration No. 56158 z This document has been electronically signed and sealed by Robert C. Scrogglns, PE on the Date 0 and/or Time Stamp shown using a digital signature. Printed copies of this document are not Mconsidered signed and sealed and the signature must be verified on any electronic copies. 0 z W SET DISTRIBUTIONS: 0 a 12/16/2021 1 OWNER REVIEW SET FL 02/17/2022 PERMIT SET U W t; — -- - z z c� N _ _ 0 W Z� SHEET REVISIONS: W z 06 W — w T. a 0 1 W IL Q -- F_ — —.- -- --- z z F- EDITED BY: RCS, TLW a SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 0 W _ U z O W Structural Sections & 0 Details W z co W U W U S4.21 nu N N 0 ir1 N 0 F— L 0 ROOF SHEATHING & ROOF SHEATHING & TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING TRUSS MANUF, TO PROVIDE VERT MEMBER OVER BEARING POINT, N C FASTENERS PER PLAN, TYP. FASTENERS PER PLAN, TYP. POINT, TYP. (U.N.O.) TYP. (U.N.O.) SIMPSON STRAP SLOPE = - PER PLAN, TYP..,. ti _- SIMPSON STRAP SLOPE _ PER PLAN, TYP.-° ° TRUSS BRG. SEE PLAN -_.._....._.___._.�. TRUSS BRG. _...__ SEE PLAN Q) U C ro NAIL @ 6" O.C. w/ - TRUSS BRG. 6d COMMON NAILS — -_ SEE PLAN NAIL 6" O.C. w/ -" ° ° @ 6d COMMON NAILS -'" ___ . __ TRUSS BRG. -- -- SEE PLAN 7 SIMPSON vL 0 SIMPSON STRAP PER PSTRAP PRE ENG. WOOD ROOF TRUSS c PRE-ENG. WOOD ----- ROOF TRUSS PRE-ENG WOOD SCHEDULE, TYP. TRUSS PER PLAN, TYP. PRE-ENG WOOD TRUSS PER PLAN, TYP. CONT. DBL. 2x WOOD ro 2x WOOD FASCIA PER `- - 2x WOOD FASCIA PER ---- WOOD STUD WALL PER CONT. DBL. 2x WOOD TOP PLATE, TYP. ,., ARCH. DWGS w/ 2-8d COMMON NAILS EACH ARCH. DWGS w/ 2-8d PLAN & SCHEDULE, TYP. COMMON NAILS EACH TOP PLATE, TYP. r WOOD HEADER PER �> L TRUSS, TYP. WOOD STUD WALL PER CONT. DBL. TOP PLAN & SCHEDULE, TYP. PLATE, TYP. TRUSS, TYP. B.O. HEADER CONT. DBL. TOP WOOD HEADER PER SEE ARCH. PLATE, TYP. & SCHEDULE, TYP. SHEATHING PER SCHEDULE, TYP. WOOD STUD PER PLAN & SCHEDULE, i YP. PLAN & SCHEDULE, TYP. B.O. HEADER SEE ARCH. 0 PLAN WOOD STUD PER C E SHEATHING ER SCHEDULE, TYP. SHEATHING PER PLAN & SCHEDULE, TYP. SHEATHING PER WOOD JAMB BEYOND ro SCHEDULE, TYP. WOOD JAMB BEYOND SCHEDULE, TYP. U S Truss Bearing Wood Stud Wall 2 Truss Bearing@ Wood Header 3 Cont. Truss Bearing Wood Stud Wall g 4 Cont. Truss Bearing @ Wood Header g v SCALE: %4' = 1'-0" 54.22 SCALE: %4' = V-0" 54.22 SCALE: Y4' = V-0" S 4\,5L.22 SCALE: Y4' = V-0" .22 v tA tA 40 TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING PRE-ENG. WOOD .A POINT, TYP. (U.N.O.) SIMPSON STRAP PER TRUSS TRUSS MANUF. TO PROVIDEVERT. � SCHEDULE, TYP. 2x8 WOOD PLATE (FLAT) MEMBER OVER BEARING @ 4'-0" O.C. w/ SIMPSON SIMPSON "A35" POINT, TYP. (U.N.O.) SIMPSON "A35" "A35" EITHER SIDE. @ 24" O.C., TYP. @ 24" O.C. RG. TRUSS B7 -m..._. SEE PLAN TRUSS BRG. SEE PLAN N U PRE-ENG WOOD (2) Y4"O x 2Y4" LONG CONT. 2x4 WD. PLATE w/ CONT. 2x10 TOP PLATE, TYP. TRUSS PER PLAN, TYP. CONT. 2x4 WD, PLATE w/ CONT. 2x10 TOP PLATE, TYP. LAG BOLTS EA. END SHEATHING PER 2x, TYP. SCHED., TYP. SIMPSON STRAP PER L1 d TRUSS PER PLAN, TYP, SCHEDULE, TYP. ro WOOD STUD WALL PER PLAN & SCHEDULE, TYP. ONT. DBL. 2x WOOD N JC +4 T TOP PLATE, TYP. C SHEATHING PERZ SCHED., TYP. STUD SHEATHING PER SCHEDULE, TYP. WOOD STUD PER NOTE: TRUSS MANUF. TO ACCOUNT j PER PLAN, TYP. PLAN &SCHEDULE, OR 6 KIP LATERAL LOAD ALONG TRUSS SHEATHING PER ------ SCHEDULE, TYP. TYP BOT. CHORD, TYP. —WOOD STUD PER 4 PLAN & SCHEDULE, NOT ALIGNED w/ WALL ALIGNED w/ WALL TYP. 0 u U ,v 0 Truss Bearing Wood Stud Party Wall 6 Truss Bearing a� Wood Stud Party Wall 7 Shear Wall Connection @ Truss B Roof Truss Bearing a7 Stud Wall a SCALE: Y4' = F-0" S4.22 \�S4.22 SCALE: Y4" = V-0" � SCALE: %a' = V-O" � /I 2 SCALE: 3/4" = V-0" .2 1A 0 U NOTE: TRUSS PROFILES ARE GENERIC IN NATURE, REFER TO ARCH. DWGS. FOR SPECIFIC NOTE; TRUSS PROFILES ARE GENERIC IN NATURE. REFER TO ARCH. DWGS, FOR SPECIFIC 4" U INFORMATION. IF ENERGY HEEL TRUSSES ARE USED w/ HEEL DIMENSION OVER 12" @ INFORMATION. IF ENERGY HEEL TRUSSES ARE USED w/ HEEL DIMENSION OVER 12" @ v SHEARWALL LOCATIONS, CONTRACTOR TO PROVIDE TRUSS SHEAR BLOCKING, TYP, SHEARWALL LOCATIONS, CONTRACTOR TO PROVIDE TRUSS SHEAR BLOCKING, TYP, p ROOF SHEATHING & ROOF SHEATHING & C ro ROOF SHEATHING & FASTENERS PER PLAN, TYP. FASTENERS PER PLAN, TYP. FASTENERS PER PLAN, TYP. - -- C SIMPSON STRAP SLOPE �- SIMPSON STRAP SLOPE _ . TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING L SIMPSON STRAP SLOPE - PER PLAN, TYP. PER PLAN, TYP.- POINT, TYP. (U.N.O.) 4-1N PER PLAN, TYP.- • .y =` NAIL @ 6" O.C. w/ NAIL @ 6" O.C. w/ — -'" :, TRUSS BR G. 6d COMMON NAILS — _ --- SEE PLAN NAIL @ 6" O.C. w/ `'- • TRUSS BRG. 6d COMMON NAILS a0 6d COMMON NAILS TRUSS BRG. SEE PLAN _PRE-ENG. WOOD - - PRE-ENG. WOOD _ PRE-ENG. �OO ROOF TRUSSROOF TRUSSSEE TRUSS BRG. l -PLAN O - ROOF TRUSS __,. _..__--- -- 2x WOOD FASCIA PER CONY. BB-1 @TOP 2x WOOD FASCIA PER —CONY. "BB-1" @TOP OF WALL, TYP. _ X, 2x WOOD FASCIA PER - - ARCH. DWGS w/ 2-8d OF WALL, TYP. ARCH. DWGS w/ 2-8d _ v, ARCH. DWGS w/ 2-8d COMMON NAILS EACH WOOD HEADER PER COMMON NAILS EACH - TRUSS, TYP. COMMON NAILS EACH CMU PER PLAN w/ HORIZ. TRUSS, TYP. REINF. @ 16" O.C., TYP. B.O. LINTEL PRE-ENG WOOD TRUSS PER PLAN, TYP. STRAP PER PLAN, TYP. 4� TRUSS, TYP. PLAN &SCHEDULE, TYP. SHEATHING PER - SEE ARCH. (U.N.O.) VERT. REINF. PER PLAN & G SCHEDULE, TYP. - PRE -CAST LINTEL PER VERT. REINF. PER PLAN & SCHED. "BB-1" _ SCHED. w/ STD. HOOK @ b4 PLAN & SCHEDULE, TYP. w/ STD. HOOK @ TOP, TYP. CONT. @TOP TOP, TYP. W CMU PER PLAN w/ HORIZ. OF WALL, TYP. 8" CMU w/ HORIZ. REINF. @ C VERT. REINF. PER PLAN & SCHED. REINF. @ 16" O.C., TYP. _ 16" O.C., TYP. (U.N.O.) b4 w/ STD. HOOK @ TOP, TYP. (U.N.O.) GLAZING PER ARCH. - DWGS., TYP. v - o v r9w4*Truss Bearing a� Wood Header 1Q Truss Bearing @ CMU Wall Truss Bearing @ Pre -Cast Lintel rl2 Roof Truss Bearing @ Int. CMU Wall 4. N SCALE: %4" = V-0" 54.22 v S4.22 SCALE: 3/4' = V-0" Sq".22 SCALE: %4" = 1'-0" (' SCALE: 3/4' = V-0" J4.22 0 m 0FORUME w am a ARCHITECTURE & L Z INTERIOR DESIGN, INC. IMOWWWREI fflVaMMW.N V) w t� rx 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 m 407.830.1400 W z 0 rn `> w w z z 0 U O IL w r z Q www,forumarchitecture.com Zephyr Commons City of Zephyrhills, FL I , 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, EL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD•ENG.COM �s IN , 0 TATOF SQL ��®® 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 considered signed and sealed and the signature must be verified on any electronic copies, SET DISTRIBUTIONS: U z z ---- w 0 0 SHEET REVISIONS: w t- z ns w u r D 0 tL 0 o -- _.— a- w to f- z ui 0 U .G I t- EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 U z Structural Sections & w 0 Details W F— z co W W W I— x U d S4.22 tY O tL 0 t-- to ++ ro 0 LL .I. 4-1 3 U ro 0 U PRE-ENGINEERED ROOF SHEATHING & PRE-ENG. WOOD GIRDER TRUSS --- (aC WOOD TRUSS, TYP. FASTENERS PER PLAN, TYP. w/ 2x6 MIN. BOTTOM CHORD ,. EACH SIDE CHIMNEY, TYP. ROOF SHEATHING & L FASTENERS PER PLAN, TYP. .0 ro ro U 0 6" (MIN.) 4,COO psi C.I.P. CONCRETE SLAB w/ #5 BARS @ v 12" O.C. T&B SHORT DIRECTION & #4 TEMP. BARS @ 16" O.C. ON TOP OF & PERP, TO BOTTOM REINF., TYP. 6" (MIN.) 4,000 psi C.I.P. CONCRETE SLAB w/ #5 BARS @ 12" O.C. T&B SHORT DI R ECTION & #4 TEMP. BARS @ 16" O.C. ON TOP OF & FERP. TO BOTTOM REINF., TYP. 'U C T.O. CMU •' a °° T.O. CMU '. N PER ARCH. PER ARCH. Q1 ELEVATOR HOIST CONT. "1313-1" BOND BEAM BEAM PER PLAN @ TOP OF WALL, TYP. v _r CONT. "BB-1" BOND BEAM @ 70P OF WALL, TYP. 0 CONT. METAL LATH TO - CONT. METAL LATH TO 54.12 RETAIN CONCRETE IN _ - - RETAIN CONCRETE IN TOP COURSE, TYP. TOP COURSE, TYP. r1.7 -.. ._ .. LL _ E 8" CMU w/ HORIZ. LAD ER 8" CMU w/ HORIZ. LADDER Z - C REINF. @ 16" O.C., TYP. g _ - REINF. @ 16" O.C., TYP. - a arc _ C Q d E -il> - J Cu w w LU w TRUSS BRG. w TRUSS BRG. - - LL' - U SEE PLAN SEE PLAN �. Z - z a cc _ CONT. "BB-1" BOND BEAM C° ro Q = p @ TRUSS BEARING, TYP. N PRE -CAST 8" LINTEL PER PLAN & SCHEDULE, TYP. C 44 1 2 >1 54.23 54.23 Ca G 0 U U Longitudinal Section @ Elevator Hoistway 2 Transverse Section @ Elevator Hoistway o 54.2 3 SCALE: /4" -1'-0" 54.2 3 SCALE: %4" = 1'-0" a r L kA 12. U 4. U a N ro C ro a s v b1 W 0 V1 L v W �Q 0 44 4. 0 h� .4 0 a J } m LuFORUME W m am 0 ir (1- ARCHITECTURE & Ln z INTERIOR DESIGN, INC. PLANING I ARCHRECRW I N1MMDESIGN Lu W O 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 cc 407.830,1400 z a N 5 W z 0 U 0 0 tl- K } z a www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL ...' I I� i 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682.2386 WWW.SCD-ENG.COM ®®®®® Cd o6 ®i® 4. 0 Z( m 021 �22 ® 'FAT ®F Robert . 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: _2/16/2021 1 OWNER REVIEW SET 2/17/2022 PERMIT SET z - -.__ 2 m -_._ W Ct a Z� SHEET REVISIONS: W z z 05 - U W 2 U _— a F 0 0 LL LL O } Lu W IL W a W W W a U) i- z W z Z 0 U tY W _ F 0 z _ EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 W U) U z z U W Structural Sections & 0 W Details W I— z co W I— U W i— S U a S4.23 0 SHEET NOTES 00 N I -0'-1" EOS �T SLOPE 12'-4 7/8" 9'-613/16" 1'-5" !? EOS o FEATHER CON4tCRETE T; 61/2" SLAB AT DOOR TO `r ENSURE 1/2" MAX TRANSITION a Elarged Slab Plan I� Elar ed Slab Plan at Side Entry 1 /2" = 1'-0" I at Unit C1 1 /2" = 1'-0" 1Y-51/2" 1'-5" , 10'-71/2" ,,1'-5" L 1 EOS w ca � FEATHER CONCRETE SLAB AT DOOR TO ENSURE 1/2" MAX TRANSITION ;1 Enlaraed Slab Plan at Unit B2 1/4" = 1'-011 y � 'R? M N EOS � 1'-5" 10'-91/2" 1'-509 13'-71/2" Enlarged Slab Plan at Building Entrance 1 /4" = 1'-0" 6112" 12'-1 w 61/2" 0 51/4" co OL �4 co 4-1" - EOS 0'-0" 1'-5" 10'-9112" 09 Enlaraed Slab Plan at Unit Al and Al 13'-1" 1'-5" ,, 10'-3" ,,1'-5" " EOS 6112" o " �r Fes-, 1 Enlaraed Slab Plan 61/2" 1�� 26-10" at Unit Al 1/4" = 1'-0" 17-1 1/4" 61/2" w 5114" 61/2" w -0'-1" o EOS � 10'-91/2" 0'-1 MA¢ A nlfin A1/1-Pf AI I M1 AM M1kA u1 1^k1 6" 26'-9" 11'-4" 1'-5" 11'-2" -0'-1" EOS EOS LU 51/4" 5114" zd 6112" FEATHER CONCRETE FEATHER CONCRETE SLAB AT DOOR TO SLAB AT DOOR TO ENSURE 1/2" MAX ENSURE 1/2" MAX TRANSITION TRANSITION -gyp--- -� Elar ed Slab Plan O at Unit B2 and B5 1 V-21/2" 9'-31/2" 1'-5" ^I AN N \L � w - a 61/2" FEATHER CONCRETE SLAB AT DOOR TO ENSURE 1/2" MAX TRANSITION Enlarged Slab Plan at Unit B3 1/4" = 1'-0" " 61/2" $ `v 101/2" Cn O N EOS 0' " 1'-5" 10'-3" 13'-l" Enlarged Slab Plan at Unit Al near Stairs 1 /4" = 1'-011 4 4 1 /4" = 1'-0" 12'-4" V-5" In 15'-2" Enlarged Slab Plan at Unit 131 1/411 = 1'-0" -FEATHER CONCRETE 4 SLAB AT DOOR TO "1 ENSURE 1/2" MAX TRANSITION' 101/2" N -0'-1" l OS 1'-0" 10'-51/2" 1'-0" 11 13'-31/2" DEat Enlarged Slab Plan nit A2 1/4" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B SLAB CONTROL PLANS CONVEY PLAN DIMENSIONS, STEPS, SLOPES, AND OPENINGS TO GUIDE FORMING AND POURING OF CONCRETE SLABS, REFER TO STRUCTURAL DRAWINGS FOR ENGINEER'S SLAB / FOUNDATION CRITERIA, PLANS, DETAILS, REINFORCING, FOUNDATIONS, AND ADDITIONAL NOTES C TYPICAL SLAB ELEVATION 0'-0", UNO D DIMENSIONS SHOWN ARE TO THE EDGE OF SLAB, SLAB STEP, OR CHANGES IN THE SLOPE OF SLAB E MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO F PROVIDE SMOOTH FINISH ON ALL INTERIOR SLAB SURFACES, BROOM FINISH ON ALL EXTERIOR SLAB SURFACES, UNO, BROOM FINISH TO RUN PARALLEL WITH SLOPED SURFACES G COORDINATE ALL EDGE OF SLAB ELEVATIONS AND CONTINUATION OF CONCRETE SIDEWALKS WITH CIVIL DRAWINGS, NO STEP IN TRANSITIONS, UNO, PROVIDE 112" COMPRESSIBLE FILLER WHERE SIDEWALK ABUTS BUILDING SLABS, CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND H PLUMBING FIXTURES ARE SHOWN FOR GENERAL LOCATION ONLY, REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS AND VERIFY WITH APPROVED SUBMITTED FIXTURES PRIOR TO COMMENCEMENT OF UNDERGROUND PLUMBING 0 KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATED AT 4-1/2" AFF, UNO 02 ELEVATOR PIT AT 4-0" AFF, VERIFY SIZE AND DEPTH WITH ELEVATOR MANUFACTURER SPECIFICATIONS 03 SUMP PIT AT -7'-0" AFF, VERIFY SIZE, DEPTH, AND LOCATION WITH ELEVATOR MANUFACTURER SPECIFICATIONS 04 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR AIC CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE 05 SIDEWALK PER CIVIL AND LANDSCAPE, PROVIDE 12" COMPRESSIBLE FILLER WHERE SIDEWALK ABUTS BUILDING SLABS E LEGEND l7T/l� INDICATES LEVEL SLAB TO SLOPE SLAB X X i INDICATES STEP IN SLAB i FRAMING OFFSET DETAILS EDGE OF FRAMING :A SHEATHING EDGE EDGE OF FRAMING EDGE OF SLAB 1l FORUMN a ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 ` 407.830.1400 AR97193 8 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL i s 02/17/2022 Karen V McIntyre L SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Revlew Set 02/17/22 Permit Set I I SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Architectural Slab Plan Buildina TVne I - Slab Control Plan 3/32" = 1'-0" SHEET NOTES 4 A6.11 2 2 A6.11 A7A1 m m _ N palum II ■1► © S N -�I■ � - � -II■ � '�� r Illy ►`I'' - �'� - � �� N ',�, � ,' ; r� ILo '-- 11 II'.1► N II �� �■ MI MI ■� •.il IM •.. • •• ISERVICES ALL e."E Iff ^- ♦ :, I A7.01 '■ U� ' ® `�II _ �•� III \\ I■i'i �'� � Ifs \ :_ _� /, CD T� �� c'� - .I � M ■I G'� �'� I■ I " ■■�y'i i Cll ; T �,� � ■■ _ \ III[ - �I■1 . ■�i = !� � �I I�Ir / Cyr ■I► / \ �I� � \ �I_■ ■I► II11 / � � I�i i� �I► II■I 61- 0 \ 0.11 I__ �i-'� -- � IL11 / �I� _ —I 11.11 / �I■ ■Ir 1 .____ ,-- - - r �,� � ---_- . �I■ II 02 r r -111/2"r r r r m r r Second Floor Plan Building Type I 2 2 A6.11 A7.01 3/32" = 1 "-0" r r r r W r , m m _ r II -�I■ ■IG FF LL ■� MIR �■ ►t ►t HIS■II r I� \ �_ \ _ • Lail ICE .� I[� l �.�■ Cll - �SiIly7Uf0 � ah'Ih'N' -- L `, �.� I[� � �'� � � � = ICE �\ I S i l / Cll � �_,� �► _■"i'■I � Cull T, __ �►-� /, �-� = I❑ �■ i � �, �_;� \\ � � � G., �� ,: _ I❑ �_ , I C �; �.y '1'■i ,/ �]I _ �s■ ME III[ � I Cl - C] 01 n MIM IN ■I► \ 11./1 -- - 1 �I► -- � ii I�� , �_I 11:11 / �I■II ' '!�'�/ .. �� _� `-- --' __ /III , , "� � - .- Iclli _.. ■`..' � gy•m„ TYP :033—/ m 08 r r 41 r r r r r r First Floor Plan Building Type I A6.11 3/32" = V-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11, A9.21 AND A9.31 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL LOCATIONS F ALL EXTERIOR WALLS SHALL BE WW-1, UNO G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, UNO J ALL INTERIOR NON -BEARING /NON -SHEAR WALLS SHALL BE WW-51, UNO K ALL EXTERIOR TENANT SEPARATION WAI.LSSHALL BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, UNO L OPENINGS INTO AND/OR THROUGH INTERIOR WALLS REQUIRED TO BE RATED AS BUILDING ELEMENTS AND NOT FOR SEPARATION SHALL BE PROTECTED BY WRAPPING CONTINUOUS FIRE -RATED GYPSUM BOARD INTO/THROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE. COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL DRAWINGS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING. REFER TO SECTIONS AND DETAILS N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION Q REFER TO SHEET A5.91- A5.93 FOR COMMON & PUBLIC AREAS ACCESSIBILITY REQUIREMENTS DIAGRAMS KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT 3 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, A6.11 UNO 02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER. CONTRACTOR TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION DETAILS 05 42" HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 7/A8.12 06 ELECTRICAL SERVICE / METER, REFER TO ELECTRICAL DRAWINGS 07 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 08 2X6 WALL 09 REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM. CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO UNDERGROUND STORM WATER SYSTEM 10 DOWNSPOUT TO TERMINATE AT SPLASHBLOCK 11 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE 0 LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) A/C NON -A/C GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 15,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 131647 1,485 151132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 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 A 1"'1 -1 A I - SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 02/17/22 Owner Review Set Permit Set A SHEET REVISIONS: 10 PROJECT NO. 4097 Building Type I - First & Second Floor Plan A5. 11 1 A6.11 Fourth Floor Plan Building Type I Third Floor Plan Building Type I 1 A6.11 3/32" = 1 '-0" 3/32" = 1'-0" SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11, A9.21 AND A9.31 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL LOCATIONS F ALL EXTERIOR WALLS SHALL BE WW-1, UNO G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, UNO J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS SHALL BE WW-51, UNO K ALL EXTERIOR TENANT SEPARATION WALLS SHALL BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW,54, UNO L OPENINGS INTO AND/OR THROUGH INTERIOR WALLS REQUIRED TO BE RATED AS BUILDING ELEMENTS AND NOT FOR SEPARATION SHALL BE PROTECTED BY WRAPPING CONTINUOUS FIRE -RATED GYPSUM BOARD INTOITHROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE. COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL DRAWINGS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING. REFER TO SECTIONS AND DETAILS N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION Q REFER TO SHEET A5.91- A5.93 FOR COMMON & PUBLIC AREAS ACCESSIBILITY REQUIREMENTS DIAGRAMS KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT 3 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, A6.11 UNO 02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER. CONTRACTOR TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION DETAILS 05 42" HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 7/A8.12 06 ELECTRICAL SERVICE / METER, REFER TO ELECTRICAL DRAWINGS 07 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 08 2X6 WALL 09 REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM. CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO UNDERGROUND STORM WATER SYSTEM 10 DOWNSPOUT TO TERMINATE AT SPLASHBLOCK 11 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE 0 LEGEND WALL INDICATES SPECIFIC WALL TYPE r T FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES mommoommm INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) A/C NON -A/C GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 16,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 13,647 1,486 15,132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 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 12/23121 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Third & Fourth Floor Plan A5.12 BUILDING: TYPE I ATTIC SPACE: C BUILDING: TYPE I ATTIC SPACE: B BUILDING: TYPE I ATTIC SPACE: A SHEET NOTES 2x BLOCKING AROUND PERIMETER OF OPENING SPRING 4 A6.11 00 N it c� WOOD SHEATHING DRAFTSTOP DOOR Draftstop Door Detail Roof Plan Building Type I ROOF TRUSS \--DRAFTSTOPPING PROVIDE AUTOMATIC i LATCH FOR i i DRAFTSTOP DOOR 1-1/2" = 1'-0" REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 2158 SF Attic area (Including Soffit): 2592 SF Attic area (Including Soffit): 2710 SF NFA reqd (Attic Area 1300): 7.19 SF NFA reqd (Attic Area 1300): 8.64 SF NFA reqd (Attic Area 1300): 9.03 SF Total reqd ventilation area in Sl (Net Free Area X 144): 1035.84 SI Total reqd ventilation area in SI (Net Free Area X 144): 1244.16 SI Total reqd ventilation area in SI (Net Free Area X 144): 1300.80 Si Upper portion reqd (Total Reqd Vent Area X 50%): 517.92 SI Upper portion reqd (Total Reqd Vent Area X 50%): 622.08 SI Upper portion reqd (Total Reqd Vent Area X 50%): 650.40 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 517.92 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 622.08 $I Lower portion reqd (Total Reqd Vent Area - Upper Portion): 650.40 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER (1) 4 R Tamco Off -Ridge Vents X 138 SI/vent = 138.00 SI ( 0) 4 R Tamco Off -Midge Vents X 138 Slvent = 0.00 SI ( 2) 4 R Tamco Off Ridge Vents X 138 SI/vent = 276.00 SI ( 2) 6 R Tamco Off -Midge Vents X 210 Sllvent = 420.00 SI ( 3) 6 R Tamco Off -Ridge Vents X 210 SI/vent = 630.00 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420.00 SI Total Provided: 558.00 SI Total Provided: 630.00 SI Total Provided: 696.0081 PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 124 LF Total LF of soffit to be installed: 81 LF Total LF of soffit to be installed: 131 LF Sq. In. NFA per LF of soffit: 9.00 I LF Sq. In. NFA per LF of soffit: 9.00 / LF Sq. In. NFA per LF of soffit: 9.00 / LF Total provided: 1116.00 SI Total provided: 729.00 SI Total provided: 1179.00 SI BUILDING: TYPE I ATTIC SPACE: F BUILDING: TYPE I ATTIC SPACE: E 1111111111 BUILDING: TYPE I ATTIC SPACE: D REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 2873 SF Attic area (Including Soffit): 1981 SF Attic area (Including Soffit): 2446 SF NFA reqd (Attic Area / 300): 9.58 SF NFA reqd (Attic Area / 300): 6.60 SF NFA reqd (Attic Area / 300): 8.15 SF Total reqd ventilation area in SI (Net Free Area X 144): 1379.04 SI Total reqd ventilation area in SI (Net Free Area X 144): 950.88 SI Total reqd ventilation area in SI (Net Free Area X 144): 1174.08 SI Upper portion reqd (Total Reqd Vent Area X 50%): 689.52 SI Upper portion reqd (Total Reqd Vent Area X 50%): 475.44 SI Upper portion reqd (Total Reqd Vent Area X 50%): 587.04 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 689.52 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 475.44 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 587.04 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamoo Off -Ridge Vents X 138 Sllvent = 276.00 SI ( 2) 4 Ft Tamoo Oft Ridge Vents X 138 Sllvent = 276.00 SI ( 0) 4 Ft Tamco Off -Ridge Vents X 138 Sllvent = 0.00 SI (2) 6 Ft Tamoo Off -Midge Vents X 210 SI/vent = 420.00 SI (1) 6 R Tamco Off -Ridge Vents X 210 SVvent = 210.00 SI ( 3) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 630.00 SI Total Provided: 696.00 SI Total Provided: 486.00 SI Total Provided: 630.00 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 96 LF Total LF of soffit to be installed: 70 LF Total LF of soffit to be installed: 135 LF Sq. In. NFA per LF of soffit: 9.00 / LF Sq. In. NFA per LF of soffit: 9.00 I LF Sq. In. NFA per LF of soffit: 9.00 / LF Total provided: 864.00 SI Total provided: 630.00 SI Total provided: 1215.00 SI ■ KEY PLAN M BUILDING: TYPE I ATTIC SPACE: G A6.11 REQUIRED NFA VENTILATION Attic area (Including Soffit): 1448 SF NFA reqd (Attic Area 1300): 4.83 SF Total reqd ventilation area in SI (Net Free Area X 144): 695.04 SI Upper portion reqd (Total Reqd Vent Area X 50%): 347.52 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 347.52 SI PROVIDED NFA VENTILATION - UPPER ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138.00 SI (1) 6 R Tamoo Off -Ridge Vents X 210 SI/vent = 210.00 SI Total Provided: 348.00 SI Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 101 LF Sq. In. NFA per LF of soffit: 9.00 / LF Total provided: 909.00 SI TYP TYP 3/32" = 1'-0" A REFER TO SHEET A1.03 FOR GENERAL NOTES B ALL ROOF SLOPES TO BE 5:12, UNO C ALL EAVE OVERHANGS TO BE 1'4", LINO D ALL RAKE AND GABLE OVERHANGS TO BE 8", LINO E REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM, CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO UNDERGROUND STORM WATER SYSTEM F REFER TO STRUCTURAL DRAWINGS FOR ALL ROOF TRUSS REQUIREMENTS AND DETAILS G LOW -SLOPE ROOF TRUSSES SHALL HAVE A TOP CHORD SLOPED AT A MIN 1/4" PER FOOT TO ACHIEVE THE PRIMARY ROOF SLOPE, ROOF INSULATION SHALL BE PITCHED TO CREATE CRICKETS TO THE ROOF DRAINS AT 3:1 LENGTH -TO -WIDTH RATIO H DOWNSPOUTS SHALL NOT TERMINATE ABOVE GRADE UNLESS DISCHARGED DIRECTLY INTO GUTTER OF A LOWER ROOF, DOWNSPOUTS SHALL NOT DISCHARGE DIRECTLY ONTO A SIDEWALK OR BUILDING ACCESS J DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE KEYNOTES 01 OFF -RIDGE VENT, REFER TO SPECIFICATIONS 02 SEAMLESS ALUMINUM "A" PROFILE GUTTER, COLOR SELECTED BY OWNER 03 3"X4" RECTANGULAR ALUMINUM DOWNSPOUT, LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY AND LOCATIONS WITH CIVIL, DOWNSPOUTS TERMINATE INTO STORM DRAINAGE SYSTEM, UPPER GUTTER TO DISCHARGE INTO LOWER GUTTERS, COLOR SELECTED BY OWNER 04 LOW ROOF, ROOF SLOPE 5:12 UNO, REFER TO ELEVATIONS OR BUILDING PLANS 05 22"X36" 1-HOUR FIRE -RATED LOCKABLE ATTIC ACCESS PANEL, COORDINATE LOCATION WITH REFLECTED CEILING PLAN AND ROOF TRUSS FABRICATOR 06 22"X36" SELF -CLOSING DRAFTSTOPPING DOOR, REFER TO DETAIL 2/A5.13 07 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER, REFER TO ELEVATIONS OR BUILDING PLANS ■ LEGEND ' I ATTIC ACCESS ¢_M DOWNSPOUT L®� -- - - OFF -RIDGE ROOF VENTS PER ATTIC VENTILATION r- - - - - - I UIREMENTS o _ o DRAFTSTOPPING PER ASSEMBLY ° SELF -CLOSING 22"x36" DRAFTSTOP ACCESS DOOR 1 W/ AUTOMATIC LATCH RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) A/C NON-AIC GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 15,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 13,647 1,485 15,132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 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 AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17122 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 a z Building Type I - Roof Plan A5.13 SHEET NOTES 24'-11 1/2" (CL TO CL) it-- II II - lal 00 U) ( �� Al-ALT UNIT AT STAIR WALL Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR U Al-ALT UNIT AT SHARED BALCONY WALL O Al-ALT UNIT AT 4TH FLOOR O BALCONY BALCONY 0 I O BALCONY O I O NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS F7.I 99i6L(!aii AyN\1 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-01/2" 12'-10" 31-0" 5'-8" 3'-41/2" 114" 10'-101/2" 71/2" �4 5 N �t T �2'-Q'F' 6'-5" T-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR V 9d1.4 4 419" frl Tr) N 1 10 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-01/2" 12-10" 5'-10" 6'-21/2" 11-4" 10'-101/2" 71/2" � s I 2'-0" 8'-5" T-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL 1A 9AI_44 4/9" /!`I TA M 1/2" 24A01/2" (OS TO OS) 1/2" 12'-01/2" 12'-10" 3'-0" 6-8" 3'-41/2" 114" 10'-4" 5 6'-5" 3'-11 112" 7�1gi Al ALT UNIT AT 4TH FLOOR u 24'-11 1/2" (CL TO CL) 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-01/2" V-21/2" 1'-4" 10'-4" 1'-2" BALCONY V_5" T-11 1/2" BEDROOM] ILIVING ROOM 5'-6112" 3'-9" /;�O 1/2' 12'-61/2" 4'-61/2" '-11 1/2" 6'-0112" II �r II II WIC" � COAT m F__ _� I I II I I I M BATH KITCHEN 0 I0 13'-4" ''' 5'-5" r 3'-9" T-11 1/2" 3'-4" T-1"r) LAbNVZYlo [)�D LJ■ L� ■ 14'-4" 10'-61/2" A A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 LINO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO to GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 11/24/21 12/23/21 02/17/22 QE 0 V PROJECT NO. 4097 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: 100% DD Set Owner Review Set Permit Set - A SHEET REVISIONS: Apartments - Unit Al Plans Unit Al - Note Plan 1 /4" = 1'-0" Unit Al - Dimension Plan 1 /411 = 1 1-011 0 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE Al 716 83 0 799 72 A5.61 a ar 0 0 BATH � 14 13 - �- — o 5'-5° 'At all Dc� A5.61 d c� 24'•11 1/2" (CL TO CL) a Unit Al - shower Option Plan & Elevations SEE BUILDING PLANS FOR LOCATIONS 18" REQ. 15" MIN.Q1 co l . 1 DB12 VSB21 D1312 PCB1882 `✓ FILLER Unit Al - Bath Elevation FILLER FILLER M ril I rn [I_LL;rN k; ,/ II` I FILLER w 3/811 -- 11-09 1 3/8" = 11-011 E SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & Al Z FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9,11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WWA UNO G TYPICAL TENANT WALLS ARE WW-54 LINO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS N KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL, PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED WI 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE, 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS I BYPASS MUST BE SEMI -FRAMELESS 80" TALL, GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER, 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF WI HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF Wl HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE t FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COLRD. WI STRUCTURAL bRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS AREA TABLE 7UNIT UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME AIC NON -A/C GARAGE Al 716 1 83 1 0 799 72 FORUMN 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 I 02/17/2022 Karen V McIntyre AR0017018 I SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02117/22 Permit Set b SHEET REVISIONS: I PROJECT NO, 4097 Apartments - Unit Al Interior Elevations Unit Al - Kitchen Elevation 3/80V = 1 r-On A5,61 b SHEET NOTES I a�- ba G 24'-11 1/2" (CL TO CL) Unit A2 - Shower Option Plan & Elevations SEE BUILDING PLANS FOR LOCATIONS Unit A2 - Bath Elevation W2442 W3624 W2142 W3024 W2142 MICROWAVE DISH WASHER RANGE PCB1896 5636 DB21 B9 -FILLER FILLER FILLER r° r11 1 r1m 1 1L1.1-1. FILLER tc 3/$1 " = 11-011 1 IVWVI\ 1 144.L.1\ L`J u LV'I ICJ r Unit A2 - Note Plan 1/2" 141 13'-210" 10'-81/2" HE 25'-1"(CL TO OS) 25'.01/2' (08 TO OS) 11'-10" A'4" , 5'-31' 6'-711 141411 10'-81/2" 1 /4" = 1 "-0"" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36"AFF SUPPORTED WI 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER, 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16"; 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL. DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C I GARAGE A2 797 80 0 877 40 FORUME ARCHITECTURE & L INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 ? Altamonte Springs, FL 32714 i 407.830.1400 f AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL i 02/17/2022 Karen V McIntyre A r,^h4-7nA n s PROJECT NO. i Apartments - Unit A2 Plans & Interior Elevations Iniit+ AO _ V;+r►h©rn 17Icnr,,rn+;^n 3/8" = 11-011 Unit A2 - Dimension Plan 1 /4" = 1'-01 " A5,62 i 18" REQ. 15"MIN. 0- r o r DB12 VSB21 DB12 PCB1882TI Lz LE 21 G) FILLER Unit A3 - Bath Elevation FILLER W2442 W3624 W2142 W3024 W2142 r � � MICROWAVE r . . r DISH WASHER _. RANGE PCB1896 SB36 DB21 B9 ;_ FILLER nil I cn FILLER 3/801 = 11-001 1 166"1 A 16wL l % C r"- M O BUILDING ENTRANCE 0 ---� 01 BEDROOM ILIVINGIROOM RISER SEE BUILDING PLANS FOR COMMON DOOR INFORMATION 0 r IIII (.`�.T. 29 :III 26 II — — — - 3 III ELEC 03 02 C 3 - BATH `=✓ 10 �_ A5.63 A B I 11 27 KI 31 TCHEN A I� I C I 88 O _ 4 I . _..._ Y `ti — _ J 4 20 13 01 30�--[g _ 07 VE Unit A3 - Note Plan First Floor Unit 1/4" = 1'-0" 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 1l2" 25'-01/2" 12'-01/2" 10 5'-10" 12'-91/2' S' 1 - ,1'-4"' 10'-101/2"-2" N T N m, Zv F_ SHEET NOTES A REFER TO SHEET Alm FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WWA UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL. 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL, PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE, 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 36REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE j� FIRE EXTINGUISHER IN CABINET, REFER TO CC,II GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS N UNIT AREA TABLE '0 FORUME :5 2 ARCHITECTURE & 10 A INTERIOR DESIGN, INC. c c rn .N 237 S. Westmonte Drive, Suite 220 c Altamonte Springs, FL 32714 407-830.1400 06 AR97193 ID 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 L 12/23/21 Owner Review Set 02/17/22 Permit Set i Q SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit A3 Plans & Interior Elevations Unit A3 - Kitchen Elevation 3/8" = 1'-0" Unit A3 - Dimension Plan First Floor Unit 1 /4" = 1'-0" UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE A3 724 3 0 727 5 A5.63 00 \--FILLER Unit B1 - Bath 2 Elevation 20 l 15" MIN 18" REQ. cr LU a PCB1882 VSB30 DB15 VSB27 O 21 FILLER 17 04 Unit B1 - Bath 1 Elevation FILLER W2442 W3624 W1542 W3024 W3042 \ i i \ MICROWAVE HOOD 4 I SB36 CD�B15 B18 A `FILLER Unit B1 - Kitchen Elevation VN' N 0 Is ml�ai FILLER 3/8" = I -Off 3/8" = 1'-0" 1 111-1-11 1. V V I- I AT BLDG II ONLY AT BLDG II ONLY Unit B1 - Note Plan 1/2" 12'-0 1/2" 39'-3" (CL TO CL) 39'-2" (OS TO OS) r, inn R! 7 11111 II Al AN 14 `---- 20 1 /4" = 11 -0" 1/2" 12'-0 1/2" V Q" I, 14'-5" % 24'-9" I. t- N E SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WWA UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND. COUNTER @ 36"AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 24 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 18 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 11 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 18 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND 21 COLOR PER OWNER 17 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD - 01 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO �l GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NOWAIC GARAGE B1 1063 98 0 1151 28 3FORU 0 a a� a ARCHITECTURE & a .07 INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite220 Altamonte Springs, PL 32714 407.830.1400 AR97193 www.forumarchitecture.com I Zephyr Commons Apartments City of Zephyrhills, FL 1 1 ' all 1 r� Iili�.�• of • • N!IA Tii SET DISTRIBUTIONS: I 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set i 0 SHEET REVISIONS: I I I I PROJECT NO. 4097 Apartments - Unit 131 Plans & Interior Elevations 3/819 = 11-011 Unit B1 - Dimension Plan 1/4" = 1'-0" A5.64 SHEET NOTES U) B2-ALT UNIT WITH SHARED BALCONY WALL AT 4TH FLOOR NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. B2-ALT UNIT WITH SHARED BALCONY WALL 132-ALT UNIT AT 4TH FLOOR NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. O O 37'-2" (CL TO CL) 1/2" 3T-1" (OS TO OS) 1 T-10112" 12'-61/2" 11'-3" 1'-4" 5'-9 t 40 BALCONY N M 5'-7 314 9-0 1/2" ROOM v B2-ALT UNIT WITH SHARED BALCONY WALL AT 4TH FLOOR V 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 1 V-10112" LA 12'-6 1/2" 71/2" 1 V-3" 11-4" 6-9 1/2' lo Z BALCONY LIVING ROOM 5'-7 3/4" 6'-01/2" Cn T s r r; 12'-8" 3'-7" BEDROOM 1 a 12'-8" 6'-5" BEDROOM 11 0 T-5" 1/2" 1/2" B2-ALT UNIT WITH SHARED BALCONY WALL V 37'-2" (CL TO CL) 1/2" 3T-1" (OS TO 08) 1/2" I V-101/2" 12'-6 1/2" 12'-8" 1'-2" , 10'-81/2" 11-4" , 5'-5" 5'-91/2" 1 3'-7" 6-8" 1, 3'-5" - a I EDROOM 1 BALCONY LIVING ROOM 5'-10" 6-0 1/2" 132-ALT UNIT AT 4TH FLOOR 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 912" 1 V-101/2" 12'-61/2" 1'-2" 110 10'-81/2" 1'-4" 5'-5" 5-91/2" 01 '-5" V-3" T BALCONY N V-10" 6'-01/2" LIVING ROOMI 0 M IBEDROOM r 12'-4" 12'-61/2" 4'-1 1/2" T-91/2" 4'-31/2" �4 N BEDROOM 2 II II II WIC � I o I 5'-61/2" 3'-9" 3'-0112" 4'-101/2" 2'-51/2" Y-81/2" 11-6" II V-2" 1 1 6'.01/2" 1 1 --_ — — -- 10 II I � W , D I 1 co r L_J I � I � 001 II 1 1 BATH 1 T L _. � 1 U BATH 2 010 I KI TCHEN a 010 f �5'-5" 3'-9" 13'-4" m T-11 1/2" 3'-4" 6'-1" m _I 14'-4" 1 V-61/2" 1 V-21/2" M N F rn A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 LINO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 UNO G TYPICAL TENANT WALLS ARE WW-54 LINO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING V REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD, W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS tFORUME h r i ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830A 400 AR97193 vwvw.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL j 02/17/2022 Karen V McIntyre F SET DISTRIBUTIONS: 1/24/21 100% DD Set f' U23/21 Owner Review Set t117122 Permit Sat A SHEET REVISIONS: r PROJECT NO. 4097 ci z z N W Apartments - Unit B2 Plans Unit B2 - Note Plan 1 /4" = 1'-0" Unit B2 - Dimension Plan 1 /4" = 11 -'0" E UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE B2 1061 80 0 1141 10 A5.65a FILLER W2442 W3624 22 1� 18"„REQ. 15" MIN,00 «, Uj xd DB12 VSB21 DB12 PCB1882 _ LE LEL-E ( - FILLER I Init R9 - Rath 9 RinwMinn FILLER Unit B2 Bath 1 Elevation FILLER W2142 W3024 W3342 .. .............. ..._.- r P:d- MICROWAVE �2I DISH WASHER T,.. RANGE SB36 � DB21 B21 A 4-FILLER FILLER � Unit B2 - Kitchen Elevation ti S FILLER C, 3/$" = 11-0" 3/8" = 1'-0" 1 1"LL_T \ 1 I L4.L1 % 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9,21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 LINO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS E KEY NOTES 01 2x6 STUD WALL 02 LOW WALL. 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL, CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER, 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS ■ LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COLRD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE B2 1061 80 0 1141 40 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 0 02/17/2022 Karen V McIntyre A 1-9 r%r%A -7AA el i 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 C) z Apartments - Unit B2 Interior Elevations A5.65b 3/8" = 1 v-0" FILLER - 20 0 Unit B3 - Bath 1 Elevation - FILLER FILLER W2442 W3624 W2142 W3024 W3042 / MICROWAVE I, a' `"I HOOD ' 11, DISH WASHER RANGE SB36 DB21 B18 FILLER FILLER �1 Uni�tB 3 - Kitchen Elevation M I Ir.lr�i nl nnr�r 1 ILLLI\ 3/8" 1 /_010 FILLER NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. 0 20] \ J 18" REQ. 15"MIN`,,` _�.... a, Uj _--- i -_ 12 DB12 VSB21 DB12 PCB1882 q4 17 `✓ FILLER Unit B3 - Bath 2 Elevation I ILL41 � I ILLL:II 112" 3/8" = 1'-0" 1 V-101/2" 6-2" 6-8 1/2" 12'-4" BEDROOM 2 Q 40'-3" (CL TO OS) 40' 21/2" (OS TO OS) 14'-1 1/2" T-0 3/4" T-0 3/4" LIVING ROOM i- N N ^1' 12'-8 1/2" 6" 9'-41/2" BALCONY 6-2 1/2" 6"-6" 1'-4" BEDROOM 1 `- CV 3'.01/2" 4'-10" 2' 51/2" Y-81/2" %l7 2'-6° _ 12'-101/2" r III I III I FF 11 6-5 1/2" V-101/2" 6-6 1/2" N LID IL- I-rt` II II LIN �- - 010 11 n KITCHEN r 1 II U I 010 II Wlc �5'-5" T-9"CIO"' 3'-11 1/2" 3'-7" 5'-9112" I II 5' S 1/2" 3' 41/2" � II 1 g 0 U ° Cq T �. 14'-4" 25'-101 /2" 3/8" = 11-0n SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1,05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 UNO G TYPICAL TENANT WALLS ARE WW-54 LINO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND; COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS 1 BYPASS MUST BE SEMI -FRAMELESS 80" TALL, GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER, 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRIG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICALPLANS a FORUME n ARCHITECTURE & a U INTERIOR DESIGN, INC. m 4 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 e 407.830.1400 06 AR97193 10 vwuw.forumarchitecture.com Zephyr Commons Apartments N 10 a x City of Zephyrhills, FL i 02/17/2022 Karen V McIntyre BET DISTRIBUTIONS: 11124/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set PROJECT NO. 4097 Apartments Unit 63 Plans & Interior Elevations '1 Unit B3 - Note Plan Upper Floor Unit 1 /4" = 1'-0" Unit B3 - Dimension Plan Upper Floor Unit 1 /4" = 1'-0" UNIT AREA TABLE UNIT NAME UNIT AREA IN $F TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NOWNC GARAGE B3 1117 84 0 1201 28 A5.66 SHEET NOTES 00 4r It - U B4-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY 134-ALT UNIT AT 2ND FLOOR 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO 08) 1/211 _. I V-101/2" 11'-10" 13'-4112" 3'-0" 6-8" 3'-21/2" V-11" 5'-8" 2'-3" VA" ,, 10'-101/2" ,1'-2" 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY V 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 1/2" I V-10112" 11'-10" 13'41/2" 5'-10" y 6-01/2" 3'-11" ,, 5'-8" 2'-3" 11-4" L. 10'-101/2" „1'-2" 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY V 37'-2" (CL TO CL) 3T-1" (08 TO OS) 1/2" I V-101/2" 11'-10" 13'-41/2" LO 5'-10" 6'-01/2" 6'-9" 5'-1" 11-4" 10'-101/2" V-2" 5'-91/2" LIVING ROOM BEDROOM 21 F— t 134-ALT UNIT AT 2ND FLOOR 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 112" 01 1 V-101/2" 11'-10" 13'-41/2" 5'-10" ,, 6-01/2" 1 6'-9" 5'-1" VA- 10'-101/2" 1'-2" 6'-3" BALCONY �4 V-91/2" LIVING ROOM 12'-61/2" 12-4" 12'-21/2" CV 11 5'-61/2" BEDROOM 2 3'-90 3'-01/2" ih 4'-101/2" 2'-51/2" Y-81/2" BEDROOM 1 T �-21'-101/4" 1'-6" 3'-13/4" 6'-01/2" � III � r IIII M MATH 2 o 1 r T-9" 13'-4" F--� �� -T L� KITCHEN o T-11 1/2" 31-4" I --- V-01/2" a cr 1 II II WIC I 6'-1" II I II II II— — —— DI � M 5'-5" O10 O IQ 71 T-2" I " l _ co 22'-9" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 LINO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS E KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER Q 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 36REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COOOD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS aFO UME v ARCHITECTURE & INTERIOR DESIGN, INC. c c T. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com E 0 Zephyr Commons 8 m Apartments 3 City of Zephyrhills, FL SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02117/22 Permit Set `T W A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit B4 Plans Unit B4 - Note Plan Upper Floor Unit 1 /4" = 1'-011 Unit B4 -Dimension Plan Upper Floor Unit 1 /4" = 1'-0" N UNIT AREA TABLE UNIT NAME UNIT AREA W SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NON -A/C GARAGE B4 1039 1 82 0 1121 15 A5.67a FILLER _ � r 11 L4l I �e 18" REQ. 15" MIN. 2z DB12 VSB21 DB12 PCB1882 04 LE 21 0 FILLER Unit B4 - Bath 2 Elevation a Unit B4 - Bath 1 Elevation FILLER W2442 W3624 W2142 W3024 W3342 I; MICROWAVE ` v HOOD DISH WASHER RANGE SB36 DB21 B21 --FILLER FILLER Unit B4 - Kitchen Elevation 4 t-1. N tg nLLrn FILLER a r 3/8" = 1'-0" 3/8" = 1'-o" M SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1,05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5,81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8,11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL, PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL, GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF WI HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF WI HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD, W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NON_A/C GARAGE B4 1039 1 82 1 0 1121 15 roFO UMN v a 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 Karen V McIntyre ARnnl7n1R I L SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/231121 1 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 U z Apartments - Unit B4 Interior Elevations A5.67b 3/8" = 1 "-011 11 �. 18" REQ. 15" MIN, h a Uj_ - p cy - ; VSB21 DB12 PCB1882 DB12 LE 04 21 -FILLER Unit B5 - Bath 2 Elevation 1 IL .1_r\ Unit B5 - Bath 1 Elevation FILLER W2442 W3624 W2142 W3024 W3342 ' MICROWAVE FILLER DISH RANGE WASHER SB36 DB21 B21 -FILLER FILLER Unit B5 - Kitchen Elevation i 4 G) 1 1LLCI\ FILLER ZI r 3/8" = 11-011 3/811= 11-011 I ILLLI\ I ILLLI\ d -BEDROOM 2I (I II II 03 - S BATH 2 O - C JA 5 A5.68 01 L 0 Unit B5 -Note Plan NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. O Q 01 `\ BALCONY xi LIVING ROOMI BEDROOM 1 03 - 25 B 4 A5.68 A — BATH 1 11_ - 1 /411 = 1 I -On 37'-2" (CL TO CL) 1/211 37'-l" (OS TO OS) 1/2" 111-10112" 11'-10" IT-4 1/2" 5'-10" 6'-01/2" 6'-9" 5'-1" 1'.4" v 11'-5" 7112" I. 14'4" �1 221-9" 1. Unit B5 - Dimension Plan SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 LINO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS 0 KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL, PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36"AFF SUPPORTED W/ 2 END PANELS & LOW WALL, CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE, 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS I BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF WI HANGING ROD 26 (2) 12' DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 351 REFER TO. MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS F UNIT AREA TABLE IT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE B5 1099 81 0 1180 12 'FORUMS o ARCHITECTURE & a INTERIOR DESIGN, INC. c c P 0 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 c 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 I Karen V Mclntvre i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23121 Owner Review Set 02/17/22 Permit Set -- 1 I PROJECT NO. 4097 Apartments - Unit B5 Plans & Interior Elevations A5.68 3/811= if -Off 1 /411 = 11-011 SHEET NOTES 00 1 1LLLR Unit C1 - Bath 2 Elevation 1 \ I I aP N / �, 15"MIN � 18" REQ. PC61882 VSB30 DB15 V81327 21 ..�.m- 17 _..__ 04 ,....._. FILLER 4�J r' r U nit C 1- Bath 1 Elevation FILLER I" r 1� — 20 t7O p z 0 0 0 W2442 W3624 W2142 W3024 W3042 J l� MICROWAVE k ,a' \I HOOD i DISH WASHER SB36 DB21 -FILLER 0 r d. to 1 ILLLUX Unit C1 - Kitchen Elevation FILLER n FILLER FILLER I'ILLLI\ I ILLL,I\ 3/811 = 11-011 1 /4" = 1'-011 N n (D C1 -ALT UNIT AT 4TH FLOOR Unit C1 -Note Plan 25'-71/2" C1-ALT UNIT AT 4TH FLOOR Unit C1 - Dimension Plan 25'-7 1/2" NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. A 01_1) 71011 22'-6 7/8" W"UMNION A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO Al.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 LINO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WWA UNO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS 0 KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND; COUNTER @ 36"AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84"AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL, GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, UNO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12' DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COLOD. W/ STRUCTURAL DRAWINGS �—j RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE C1 1289 66 0 1355 12 FO UM E 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 n r'Jnn4 7A4 A SET DISTRIBUTIONS: 11/24121 100% DD Set -11 , 12/23/21 Owner Review Set 02/17/22 Permit Set j_­____--__-____ Ir ­-_­__ PROJECT NO. ,� Apartments - Unit C1 Plans & Interior Elevations A5.69 3/8 11 = 11-011 1 /411 = 11-011 0 UNIT FINISH SCHEDULE LIGHT (ABOVEI 46" HIGH WIDTH TO MATCl- vbbib Cabinets & Accesso SHOWER HEAD SHOWER MN ROD CURTAIN ROD �1a 00 c 00 •r 1 BATH W/ TUB IN ADAPTABLE BATHROOMS Heiahts n.- our 24" CA G) COUNTERTOP SECTION DETAIL ,Cabinet Blocking Detail zrf SHELVES AS NEEDED iT AS NEEDED INTERTOP AS NEEDED in ABINET SINGLE SHELF IN LAUNDRY & W/H VINYL COATED WIRE SINGLE SHELF VINYL COA WIRE SHEL1 W/ HANGING I CLOSETS FLOOR BASE WALL CEILING o D ca z a _ o 8 Q_ z rL CO 9 S2 CO w d 0 c� U (u cpZ a z °° Q - Cc4�- �o�jzm�r w HWr2W1 Jc7 AREA NAME 1 2 3 4 5 1 2 3 1 2 3 1 2 3 COMMENTS ENTRY 2 1 2 1 LIVING ROOM 2 1 2 1 DINING ROOM 2 1 2 1 KITCHEN 2 1 2 1 BEDROOM(S) 4* 1 2 1 BATHROOM(S) 2 1 2 1 LAUNDRY ROOM 2 1 2 1 MECH CLOSET 2 3 2 1 GARAGE 3 2 1 BALCONY 1 3 1 1 -SCHEDULE IS PRELIMINARY FOR PRICING. GC TO VERIFY ALL FINISHES, LAYOUTS & LOCATIONS WITH OWNER -ALL VINYL PLANK AND CERAMIC TILE INSTALLATIONS AT UPPER FLOORS TO BE INSTALLED WITH SOUND MAT UNDER GYPCRETE TESTED FOR STC/IIC RATINGS OF 50 OR BETTER ON ASSEMBLIES IDENTICAL TO SPECIFIED. ADDITIONALLY, IT IS RECOMMENDED THAT TILE BE INSTALLED ON A SURFACE SOUND MAT, LVT BE PROVIDED WITH AN INTEGRAL SOUND CONTROL BACKING. -REFER TO EXHIBIT H ON A1.06 FOR SPECIFIC FLOORING MATRIX *REFER TO OWNER FOR ANY "SIGNATURE UNIT" FINISH UPGRADES AND QUANTITIES/LOCATIONS. CONTRACTOR TO COORDINATE SPECIFIC UNITS WITH OWNER WHERE LVT WILL BE UTILIZED IN LIEU OF CARPET AT BEDROOM AND BEDROOM CLOSETS, TO ACCOUNT FOR APPROXIMATELY 30% OF THE PROJECT UNITS. 12" BOTTOM SHELF ONLY APPLIES TO CLOSETS n DEEPER THAN 24" WITH DOORS PROVIDING LESS THAN A 32" CLEARANCE COAT CLOSETS 3/8VII = 1 r-nrr Ll Enlarged Floor Plan at Second & Third Floor CLOSET CEILING TO BE 2-HR RATED ASSEMBLY FW-7 -90-MIN FIRE RATED DOOR & HARDWARE WS-14 00 iv DAS — . 1 f 21-2n 11-511 /6r-rr WS-15 ww-5o BOOSTER PUMP .r WW-52 MECH V-81/2" V-101/2" 41-1" 4r-6" 12`-2" 2" 3/8" = 1 r-Orr SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11, A9.21 AND A9.31 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL LOCATIONS F ALL EXTERIOR WALLS SHALL BE WW-1, LINO G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, LINO H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, UNO J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS SHALL BE WW-51, UNO K ALL EXTERIOR TENANT SEPARATION WALLS SHALL BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, UNO L OPENINGS INTO AND/OR THROUGH INTERIOR WALLS REQUIRED TO BE RATED AS BUILDING ELEMENTS AND NOT FOR SEPARATION SHALL BE PROTECTED BY WRAPPING CONTINUOUS FIRE -RATED GYPSUM BOARD INTO/THROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE. COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL DRAWINGS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING. REFER TO SECTIONS AND DETAILS N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION Q REFER TO SHEET A5.91- A5.93 FOR COMMON & PUBLIC AREAS ACCESSIBILITY REQUIREMENTS DIAGRAMS KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, UNO 02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER. CONTRACTOR TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION DETAILS 05 42" HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 7/A8.12 06 ELECTRICAL SERVICE / METER, REFER TO ELECTRICAL DRAWINGS 07 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 08 2X6 WALL 09 REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM. CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO UNDERGROUND STORM WATER SYSTEM 10 DOWNSPOUT TO TERMINATE AT SPLASHBLOCK 11 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE LEGEND WALL INDICATES SPECIFIC WALL TYPE r _ � FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS 'FO :2 n ARCHITECTURE & INTERIOR DESIGN, INC. c m Q 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 6 www.forumarchitecture.com E 2 Zephyr �i Commons Apartments City of Zephyrhills, FL i 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set .- 12123/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Enlarged Plans, Unit Finish Schedule & Accessibility Details at Kitchen CABINET BLOCKING DETAIL 3/4" = 1'-0" Enlarged Floor Plan at Fourth Floor 3/811 = 11-011 Enlarged Floor Plan at First Floor 3/8" = 1 1-011 A5.81 0 KEYNOTES 3 01 30" X 48" CLEAR FLOOR SPACE -UNIVERSAL FO UMN a 02 48" X 60" CLEAR FLOOR SPACE - FORWARD TUB APPROACH a 03 48" X 56" CLEAR FLOOR SPACE - SIDE TOILET APPROACH e ARCHITECTURE & a 04 48" X 66" CLEAR FLOOR SPACE - FORWARD TOILET APPROACH INTERIOR DESIGN, INC. 0 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 II II II II - 407,830.1400 AR97193 II II II II vwvw.forumarchitecture.com II II II II d� E Zephyr N G jr L 01 Hi Commons Lo 0 -q Apartments 01 co z Do\ Do I r ------------`- �a m TUB CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE c m E Units B2 B37 B4 & B5 Bath 2 4 FHA Specification "B" 1/4" = 1'-0" w City of Zephyrhills, FL 0 C 02/17/2022 8 Karen V McIntyre `g AR0017018 E it----- i�----- it-_--_ II ---- �OF FAO 03 F1 — -I �- — — -I AEG FrIl,�.. 01 01 g m c y 1� Do 1)(D 5o C3 l .1 IL---------- L CL SET DISTRIBUTIONS: Unit B l Bath 2 'v „11 /24/21 100% DD Set FHA Specification "B" 1 /4' = 1'-0" 12123/21 Owner Review Set m 02/17/22 Permit Set II II II II = - - -- 01 I I O 03 a l .0 _ ......_..I _ __._ _. SHEET REVISIONS: 01 01 b o L . - ET E0 C-D 0 LL SHOWER CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE - -- a a Unit Al A21 A3 Bath - Shower FHA Specification "B" 1 /4" = 1'-0" -- - -- - L m - c E__.--- c� z PROJECT NO. 4097 Z Z 00 Apartments - FHA �� Bathroom Clear Floor b P� � b z space Diagrams W a TUB CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE LU T U Unit Al & A2 Bath - Tub A5.91 FHA Specification "B" 1/4" = 1'-0" LL KEYNOTES 'FORUMN 01 30" X481 CLEAR FLOOR SPACE -UNIVERSAL 02 48"X 60R CLEAR FLOOR SPACE -FORWARD TUB APPROACH 03 48" X 56" CLEAR FLOOR SPACE -SIDE TOILET APPROACH ARCHITECTURE & CL 04 48" X 66"CLEAR FLOOR SPACE - FORWARD TOILET APPROACH " INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments E City of Zephyrhills, FL F F_ 02/17/2022 0101 0 1 01 SKaren V McIntyre AR001 7018 II 01 11 II E F II F 0 F .2 OlA 010 0I0 CI 0 0A1 0 P 0 0 11131 A 00 -1 1 D _j 01 IL RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE Unit B2 Kitchen 1/411 = 1 I -Off aSET DISTRIBUTIONS: 0 11124/21 100% DD Set 12123/21 Owner Review Set 02117/22 Permit Set _j I1 j ff � 1 --� ,� __._ ___. _._._ IF 11 01 i q1 01 'F 01 01 I I 01 I I I I j� I � I� � ___ _.... _._ 01 I O0101 j 1 01 - F F01F F F 010 010 010 0�0 010 010 010 0 010 .9 - 10 01 0 P 00 010 010 0 00 SHEET REVISIONS: 13 1 13 1 z Z _j 01 01 _j L Lk k L 2 0 RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE Unit B4 Kitchen Unit B1 Kitchen 5 2 11 (D Unit 135 similar 1/411 1 1-0 1/411 1 -0 r C F_ r- 0 E 01 —01-- 01 01 01 1 1II I II 1 1II 01 II - 60 11 01 L L L I L I L I L ti- I I I L_ I I L_PROJECT NO. 4097 L L I z ob ob 60 a 010 0 0 0 0 010 010 010 010 co 0 0� ;2� 10 1_ - - OPVr M 0 I Apartments - FHA . - Kitchen Clear Floor r% U) z 01 01 Space Diagrams ......... r RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE 0 Unit B3 Kitchen Unit Al Kitchen 0: A5,92 Unit C1 similar 1/4 1 1-0 Unit A2 & A3 similar 1/411 = 1 1-0 U. 0 a IFORUMN A 2 a ARCHITECTURE & �^ _ 1 INTERIOR DESIGN, INC. - — — — - r � r� z z_4�I 12" MIN* I I 12" MIN I I I 0 237 S. Westmonte Drive, Suite 220 x I 24" MIN I -' I 22„ Altamonte Springs, FL 32714 l._. _.... �.. — _MIN 407.830.1400 AR97193 www.forumarchitecture.com E 2 FRONT APPROACH PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH, PUSH SIDE, HINGE APPROACH, PUSH SIDE, DOOR 0LL BOTH CLOSER AND LATCH Y=48" MIN IF DOOR HAS CLOSER Y=48" MIN IF BOTH CLOSER AND LATCH PROVIDED Zephyr C Commons Maneuveringclearance at Outside of Unit EntryDoors FHA Change Levels FHA 14 „ _ , „ 5 Apartments 1/4 - 1 -0 At Unit Entry NTS 0 J r - E LU STANDARD DEPTH SINKS UP ENVIRONMENTAL ELECTRICAL LIGHT z I ------ TO 9"DEPTH PERMITTED, CONTROLS OUTLETS SWITCHES m H REAR DRAIN PREFERRED City of Zephyrhills, FL to r HOT WATER & DRAIN PIPES ry .. w INSULATED - --- - c 02/17/2022 =~ - a z 9 Karen V McIntyre ADJACENT CABINETS, WALL, � V ARQ01701 i3 --- — -- AND FLOOR MUST BE FINISHED 10. MAX MAX >10" - 24" MAX TO MATCH .• •• F•.. `.,' *O 0 UNOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH C 13 FFHA o Side Reach FHA Knee & Toe clearance HA control Locations 0 1 1 /2" = 1'-0" 9Sink With Pipe Protection 1 /2" = 1'-0" Forward & Side Reach Unobstructed 112" 1'-0" •'• X. 36" 24" 12" 20" MAX >20" - 25" MAX C CONTROL V OR OUTLET CONTROL OR OUTLET ILj Uj U ( STANDARD 6", 7", 8", AND 9" 0"- 20" 20" - 25-1/2" z ------ ----- DEEP SINKS WITH CENTER DRAIN COUNTERTO _COUNTERTOP c _ O� PIPE PROTECTION & � " � z „ �. SET DISTRIBUTIONS: z z MIN 30 WIDE MIN 30 WIDE 1N S APPEARANCE PANEL o 0 ®..'.,�-� I I ---,��� ., hNN-r.,CLEAR CLEAR 11/24121100 /o DD Set - � ` r•-�' `�`- _ -- � � '=-- ' �- c � � � NEE SPACE � KNEE SPACE 12/23121 Owner Review Set ADJACENT CABINETS, WALL, ro 0 2/17122 Permit Set AND FLOOR MUST BE FINISHED " 3" MIN TO MATCH _ _. - 12" PREFERRED SECTION SECTION MIN 0 --UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH Side Reach with Obstruction FHA Forward Reach FHA Knee &`Toe Clearance FHA Control Locations FHA r Kitchen Sink 1 /2"' = 1'-0"' 1 /2" = 1'-0" Sink With Panel 1 /2" = 1'-0"' Forward Reach Over Obstructions 1 /2" = 1'-011 c C NFPA GRAB BAR: NFPA GRAB BAR: 18"MIN ci 18"MIN c MIN PROVIDE BLOCKING FOR VERTICAL GRAB PROVIDE BLOCKING FOR VERTICAL' ERTICAL -- — - - C 7" 61 7" 7" BAR AT THE LEAST OBSTRUCTED FOR GRAB BAR AT THE LEAST OBSTRUCTED 7" ENTRY AND EGRESS FOR ENTRY AND EGRESS a OFFSET WALL c CONTROL � A SHEET REVISIONS: 18"MIN 1$"MIN OR OUTLET I z IN 0, 6"j, 48" MIN 6" z 24' 4 M w STANDARD 24" -- -- _.-- _ TO TUB EDGE IF NO OFFSET WALL STANDARD DEPTH SINKS UP 251/2" MAX z DEEP CABINET - z _ ---- ---- TO 6" DEPTH PERMITTED, COUNTERTOP Fo 251/2" MAX /� TUB REAR DRAIN PREFERRED "' ---- E COUNTERTOP STANDARD 24" 1 2 PIPE PROTECTION & LL° �' ,� z DEEP CABINET i �.--- - -- ,L9 APPEARANCE PANEL CONTROLto o -- TUB � 1��1 "' Q OR OUTLET m —_ i TUB TUB TUB � � i i �y ADJACENT CABINETS, WALL, " AND ---`----------------� 3"MIN TO MATCHR MUST BE FINISHED i � __._.. BACK WALL PLAN W/ OFFSET WALL 8" 12" PREFERRED MIN SECTION PLAN FOOT (CONTROL WALL) BACK WALL HEAD Water Closet At Tub Wall Blocking FHA Tub Wall BlockingKnee & Toe clearance Control $ - FHA FHA Ca ntra I Locations FHA _____-_ -_-_-..___..-__-_ ___.__-_ W-__ 1 /2" = 1'-0" 11 1 /2" = 1'-Q" Sink / Disposal With Panel 1 /2" = 1'-0" Side Reach Over Obstructions 1 /2" = 1'-Q" r - - �_........__ NFPA GRAB BAR: 8" MIN _..� _......_._ PROVIDE BLOCKING FOR VERTICAL GRAB BAR AT THE LEAST OBSTRUCTED E FOR ENTRY AND EGRESS PROVIDE PIPE PROTECTION FLUSH CONTROL SHALL BE ON If 18" 17" MIN FOR DRAIN & HOT WATER SUPPLY PROJECT NO. 4097 M (19" TO 21" WITH PIPE INSULATION OR 32" THE OPEN SIDE OF THE TOILET 14" 14" 10" 46" / TYP PER PLAN) REMOVABLE MIN CLEAR BLE PANEL MIN MIN m VANITY COUNTERTOP z APRON c9 Apartments - Fair Housing �. z r/ _ Requirements Al MINIMUM SPACE AREA BACK WALL SIDE WALL 19" MAX \A_SUPPORT BRACKET __ .. w CONTROL WALL BACK WALL AT SHOWERS { 60" LONG NON -CONTROL WALL 0 Water Closet At Side Wall BlockingFHA Shower Wall BlockingFHA Knee Space FHA Clear at Doors FHA i A5,93 '151 /2" = 1'-0" 10 1 /2" = 1' -0" Roll -Under Vanity / Lavatory 1 /2to = 1'-011 "f - a Y rY 1 /2 - 1 0 LL 09 nff 1 G l r% in f i r% V% u A r 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 5/4X6 u A C B O 31/2" 3112" 3112" " •— �, ; co v r Foam Band Detail 1-1 /2" = 1'-0" 5/4X6 5/4X4 5/4X6 5AX4 5/4X6 514X4 5/4X6 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E ALL ROOF SLOPES TO BE 5:12, UNO, REFER TO ROOF PLANS FOR OTHER INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE G ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT PLASTER TO BE BRUSH FINISH TEXTURE H 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 J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS FOR DETAILS K CONTRACTOR TO INSTALL ALL HANDRAILS AND GUARDRAILS WITH SOLID WOOD BLOCKING AND SHALL BE MOUNTED ON FIBER CEMENT BLOCKING FOR FIBER CEMENT SIDING APPLICATIONS, HANDRAILS AND GUARDS SHALL MEET THE STRUCTURAL REQUIREMENTS AS NOTED IN SPECIFICATION SECTION 055213 L 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 LOW ROOF WITH 5:12 SLOPE, UNO 03 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8 WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER. 04 ALUMINUM GUTTERS AND DOWNSPOUTS, COORDINATE DOWNSPOUT LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE SELECTED BY OWNER 05 DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE 06 FIBER CEMENT LAP SIDING PER ASSEMBLY, 6" REVEAL 07 FIBER CEMENT TRIM, SIZE AS INDICATED 08 FIBER CEMENT PANEL PER ASSEMBLY, WHERE INDICATED COVER AND SEAL SEAM WITH BATTENS, WHERE NOT INDICATED PROVIDE FLASHING PER MANUFACTURER 09 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 4/A6.61 11 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW 12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22, COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION DETAIL 13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS 14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS 15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO COORDINATE 17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR / OWNER, PROVIDE SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT LOCATION WITH OWNER, VENDOR AND AHJ 18 ELEVATOR HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS 19 EXHAUST VENT, REFER TO MECHANICAL DRAWINGS FORunn■ 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 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Enlarged Exterior Elevations & Details Enlarged Elevation 3/8" = 1'-0" Enlarged Elevation 3/8" = 1'-0" Enlarged Elevation 3/8" = 1'-0" 0: A6,61 0 0 514X6 5/4X4 5/4X6 514X6 514X4 5/4X6 L7 A C B SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5,61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E ALL ROOF SLOPES TO BE 5:12, LINO, REFER TO ROOF PLANS FOR OTHER INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE G ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT PLASTER TO BE BRUSH FINISH TEXTURE H 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 J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS FOR DETAILS K CONTRACTOR TO INSTALL ALL HANDRAILS AND GUARDRAILS WITH SOLID WOOD BLOCKING AND SHALL BE MOUNTED ON FIBER CEMENT BLOCKING FOR FIBER CEMENT SIDING APPLICATIONS, HANDRAILS AND GUARDS SHALL MEET THE STRUCTURAL REQUIREMENTS AS NOTED IN SPECIFICATION SECTION 055213 L 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 KEYNOTES 01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 02 LOW ROOF WITH 5:12 SLOPE, UNO 03 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8 WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER. 04 ALUMINUM GUTTERSAND DOWNSPOUTS, COORDINATE DOWNSPOUT LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE SELECTED BY OWNER 05 DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE 06 FIBER CEMENT LAP SIDING PER ASSEMBLY, 6' REVEAL 5/4X6 07 FIBER CEMENT TRIM, SIZE AS INDICATED 08 FIBER CEMENT PANEL PER ASSEMBLY, WHERE INDICATED COVER AND SEAL SEAM WITH BATTENS, WHERE NOT INDICATED PROVIDE FLASHING 5/4X4 PER MANUFACTURER 09 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 5/4X6 4/A6.61 11 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED 5/4X4 BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW 5/4X6 5/4X4 5/4X6 5/4X4 12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22, COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION DETAIL 13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS 14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS 15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE WINDOWS AND D00RS) INTO THE BUILDING, FRESH AIR INTAKES SHALL BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO COORDINATE 17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR / OWNER, PROVIDE SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT LOCATION WITH OWNER, VENDOR AND AHJ 18 ELEVATOR HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS 19 EXHAUST VENT, REFER TO MECHANICAL DRAWINGS WFO UMN a a e ARCHITECTURE & 0. INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 1 0 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com E 2 LL Zephyr 0 W Commons Apartments 5 0 L": P 0 E 7 v ami City of Zephyrhills, FL 0 02/17/2022 S Karen V McIntyre AR0017018 E L. F• F y. •'• N CIN CIS• »�� DA do 00 c v m c 0 1; c a SET DISTRIBUTIONS: 0 11/24/21 - 100% DID Set 12123/21 Owner Review Set m 02/17/22 Permit Set c 0 �i ro c c o -- _.— i A SHEET REVISIONS: 2 ___ ......-. __......_ _ u. ro _ c 0 c v PROJECT NO. 4097 Apartments - Enlarged Exterior Elevations & Details Enlarged Elevation 3/8" = 1'-0" Enlarged Elevation 3/8" = 1'-0" A6.62 ``v C "C" IS FOR CORRIDOR OPPOSITE SIDE OF CORRIDOR Section Building Type I co . N Section Building Type I TRUSS BRG _ h 32'-6 3l8" 4TH FIN FLR 7/8" TRUSS BRG �21'-8�1/2_ _ 3y' RD FIN FLR --'F2ND FIN FLR OL 9'-1 1/8" TRUSS BRG 0' 3/3211 = 11-011 Section Building Type I UNIT UNIT UNIT UNIT 4 A8.01 I 41'-6 3/4" TRUSS BRG 32'-6 3/8" 4TH FIN FLR TRUSS BRG 21mim 3 D FIN FLR W-11" TRUSS BRG 10'-10 5/8" 2ND FIN FLR 9'-1 1/8" TRU�USS BRG V-0" 3/3211 = 11-01 1 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR AND WINDOW SCHEDULES E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL LOCATIONS F ALL EXTERIOR WALLS TO BE WW-1, UNO G ALL UNIT TO CORRIDOR WALLS TO BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS TO BE WW-50, UNO J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS TO BE WW-51, LINO K ALL EXTERIOR TENANT SEPARATION WALLS TO BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, UNO L RATED INTERIOR WALLS TO HAVE ALL OPENINGS PROTECTED WITH CONTINUOUS FIRE -RATED GYPSUM BOARD WRAPPED THROUGH OPENING, OR APPROVED FIRE PROTECTIVE, COORDINATE WITH MECHANICAL, ELECTRICAL AND DOOR DETAILS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, REFER TO SECTIONS AND DETAILS N MAINTAIN MAX 2% SLOPE IN ALL DIRECTIONS AT BREEZEWAYS AND LANDINGS, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL WALL TYPES, SLOPES, SPOT ELEVATIONS, ETC. Q ALL FIRE RATED WALLS SHALL BE PROTECTED WITH CONTINUOUS FIRE -RATED GYPSUM BOARD WRAP AROUND ALL SIDES AND AT ALL INTERSECTIONS WITH NON -FIRE RATED WALLS KEY PLAN 4 1 TYPICAL TRUSS HEEL DIAGRAM z 0 5 co A7.12 _ t„ �w 41� 4" a TRUSS BRG LU _ 11 0 UNIT RW-1 A7.11 MIR � 4TH FIN - 7 8" - TRUSS BRG WW-52 - © 6 UNIT 10 A7.11 A7.11 - MI ot 1' T 3 D FIN FLR TRUSS BRG © Fw-1 UNIT 7 10'-10 5/8" "C" IS FOR CORRIDOR 9 A7.12 M A7.1'IIR 3/32" = 1'-011 SCALE 3/4" =11.0" W a A FO UME A e ARCHITECTURE & a INTERIOR DESIGN, INC. c c 0 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 c 407.830.1400 �► AR97193 vwwv.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 Pill 0� , A 00 7 8 •/ K� • ''�� SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02117/22 Permit Set I A SHEET REVISIONS: PROJECT NO. 4097 i Building Type I - Building Sections Section Building Type I ENTRY 3/32" = 1'4' A7.01 0 U. 0 r.N.PBMI SHEET NOTES Tvpical Unit Balconv At Roof BALCONY GUARDRAIL ENCLOSURE —It 1 PER PLANS & ELEVATIONS 4 A7.21 --- COLUMN OR WALL BEYOND---,,,,.FW-5 PER PLANS & ELEVATIONS I I - 10 A7.21 BEAM PER STRUCTURAL I I EXTERIOR FINISH PER ELEVATION LEDGE PER STRUCTURAL _ 6 CONTINUOUS EXTERIOR WALL I A7.21 SHEATHING PER STRUCTURAL EXTERIOR FINISH PER ELEVATION OR WALL BEYOND PER PLANS & ELEVATIONS Typica�IB alcony Section PATI O UNIT FW-1 ww1� UNIT GUARDRAIL PER ------_INSULATION PER ASSEMBLY — PLANS &ELEVATIONS FINISH PER ELEVATION—�� COLUMN OR WALL BEYOND --,,,,EXTERIOR - PER PLANS & ELEVATIONS 3 A7.21 SLOPE-- 04 \ I— — — VAPOR BARRIER PER SPECIFICATIONS \ 1 If = 1'-0" lot = 1'-011 -CONCRETE FOUNDATION & SLAB PER STRUCTURAL — Y TOS Floor Trusses at Corridor % Perpendicular / Perpendicular Condition 1" = 1'-0" CORRIDOR 6 UNIT - A7.21 FW-1 FW-1 ---------J--- _L- _ _ _ �, FIN_ FL 112" GYPBD OR 7/16 EXT GRADE SHEATHING PER ASSEMBLY PRE ENGINEERED WOOD TRUSS CEILING PER ASSEMBLY Floor Trusses at Corridor % Parallel / Perpendicular Condition CORRIDOR FW 1 I _ ------_-J_ 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ASSEMBLY PRE ENGINEERED WOOD TRUSS ill = 1'-0" 6 UNIT A7.21 FW-1 —L-------- --- ,FIN. FL CEILING PER ASSEMBLY Floor Trusses at Corridor Parallel / Parallel Condition CORRIDOR INSULATION PER ASSEMBLY—, L _J VAPOR BARRIER PER SPECIFICATIONS CONCRETE FOUNDATION & SLAB PER STRUCTURAL SOS 9 A7.22 TRUSS BRG PER ELEVATIONS SOFFIT & V SEALANT & BA( EXT Exterior Wall At Eave EXT R-13 INSULA EXTERIOR FINISH PER ELEVA TRUSS PER STRUCTI Exterior Wall At Floor Truss Perpendicular Conditions EXT INSULATION PER EXTERIOR FINISH PER LADDER TRUSS PER Sl Exterior Wall At Floor Truss Parallel Condition EXT :T:�::_ INSULATION PER ASSEMBLY EXTERIOR FINISH PER ELEVATION—�� WW-1 9, 2 A7.21 UNIT ill = 1'-0" 1 if = 1'-0" CONCRETE FOUNDATION & SLAB PER STRUCTURAL _1__L _j I I VAPOR BARRIER-----. PER SPECIFICATIONS A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR ALL CONSTRUCTION ASSEMBLIES LEGEND WALL INDICATES SPECIFIC WALL TYPE FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 0 237 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 Karen V Mclntvre i 0 SHEET REVISIONS: v C E U v° PROJECT NO. H Apartments - Wall Sections 4097 Tvaical Unit Patio Section 1 " = 1'-0" Corridor Wall At Base Exterior Wall At Base A7.11 F r'S'4•�� Section at Building Entry Pre -Engineered Cano WOOD TRUSS -UKAF I s I UPPING - 1/2" GYPBD OR 7/16 EXT' GRADE SHEATHING PER ROOF PLANS INSULATION PER ASSEMBLY DOUBLE TOP PLATE—` = � `- CEILING PER ASSEMBLY RW-1 - � _ 2X WOOD BLOCKING MINERAL WOOL FIRE BLOCKING UNIT _ UNIT Roof Trusses at Tenant Separation Trusses Perpendicular 111= 11-011 U,v,lI%jI FII1W- 1/2" GYPBD OR 7116 EXT GRADE SHEATHING DOUBLE TOP PLATE--` _ \ CEILING PER ASSEMBLY RW-1 2X WOOD BLOCKING MINERAL WOOL FIRE BLOCKING WW-54 UNIT - UNIT Roof Trusses at Tenant Separation Trusses Parallel ill = 1 1-011 EXT ill = 1 1-011 DRAFTSTOPPING - PRE ENGINEERED 1/2" GYPBD OR 7/16 EXT WOOD TRUSS GRADE SHEATHING PER ROOF PLANS -INSULATION PER ASSEMBLY \ ` CEILING PER ASSEMBLY �RW>-1 2X WOOD BLOCKING �Wl CORRIDOR UNIT Roof Trusses at Corridor Trusses Perpendicular DRAFTSTOPPING - 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ROOF PLANS PRE ENGINEERED WOOD TRUSS PER ASSEMBLY UNIT INSULATION DRAFTSTOPPING - PERASSEMBLY GYPBD OR 7/16 EXT _ BLOCKING GRADE SHEATHING PER ASSEMBLY P INEE E - W00 S � K-1 �� 5� -D CEILING PER ASSEMBLY MINERAL WOOL FIRE BLOCKING TRUSS SHEET NOTES UNIT A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR ALL CONSTRUCTION ASSEMBLIES LEGEND FW 1 — — IN. FI- WALL INDICATES SPECIFIC WALL TYPE CGR FI GV Floor Trusses at Tenant Separation T f Trusses Parallel / Perpendicular UNIT _ —T=- G DRAFTSTOPPING - 1/2 GYPBD OR 7/16 EXT GRADE SHEATHING PER ASSEMBLY INSULATION PER ASSEMBLY FW-1 PRE ENGINEERED \�2X CEILING PER ASSEMBLY WOOD TRUSS BLOCKING MINERAL WOOL FIRE BLOCKING --AUNIT � — UNIT -'N� Floor Trusses at Tenant Separation Trusses Parallel / Parallel 111= 11-011 1 Floor Trusses at Tenant Separation 111 = 11-011 \� Trusses Perpendicular / Perpendicular \ ` CEILING PER ASSEMBLY RW-1 �2X WOOD BLOCKING �RWI WW-52 CORRIDOR UNIT � Roof Trusses at Corridor Trusses Parallel 111 = 1'-011 i mirr LUN(;Kt 1 k SLAB VAPOR BARRIER PER SPECIFICATIONS ill = 1 1-011 Base at Tenant Separation Wall 1 11 = 1 1-011 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 12/23/21 Owner Review Set 02/17/22 Y Permit Set A SHEET REVISIONS: r I PROJECT NO. 4097 i Apartments - Wall Sections A7,12 tul Sr RAILING POST PER MFR CONT SEALANT PRE-FAB METAL POST BASE OVER BED OF MASTIC. 4" FROM EDGE OF BALCONY CONCRETE TOPPING SPACERS: 120 MIL THICK@ 12' OC ALUM T-BAR NO SEALANT METAL FLASHING 5/4 FIBER CEMENT TRIM - TRIMMED TO FIT CONT SEALANT- (2) 2X WOOD NAILER- 1/2"MIN DRIP EDGE- CONT SEALANT - BUILDING WRAP - FIBER CEMENT PANEL - EXTERIOR SHEATHING - PER ASSEMBLY SLOPED TOP CHORD TRUSS - PER STRUCTURAL DRAWINGS 0 _�E 0 End of Balcony at Fiber Cement Panel / Trim EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL BUILDING WRAP SELF ADHERING FLASHING FIBER CEMENT PANEL METAL FLASHING SELF ADHERING FLASHING GAP, NO SEALANT CONT SEALANT- 5/4 FIBER CEMENT TRIM - FIBER CEMENT PANEL - BUILDING WRAP- 1/2"DRIP EDGE - L STRIP F HEMMED CEMENT PANEL SEALANT Bulkhead at Balcon) at Fiber Cement Panel / Trim PROVIDE 114" GAP TO PREVENT CONTACT WITH CONCRETE -INSTALL RUBBER WASHERS WITH THE APPROPRIATE FASTENERS TO PROVIDE WATERTIGHT SEAL SEAL PERIMETER OF BASE METAL PLATE WITH MASTIC OR SEALANT *OMERIC MEMBRANE SHEATHING FIELD APPLY BITUMINOUS OR ASPHALT -BASED COATING ON ALL EXPOSED SURFACES OF THE PAINTED METAL ANCHOR AND BASE PLATE INCLUDING THE BOLT HEADS THAT WILL BE COVERED IN CONCRETE, COATING TO EXTEND UP THE ANCHOR TO TOP OF FINISHED CONCRETE. PROVIDE BLOCKING UNDER DECK AS NECESSARY. GC TO VERIFY WRAP 311 = 1 1-011 CEILING PER ASSEMBLY SEALANT W/ BACKER AS NEEDED BUILDING WRAP SELF ADHERING FLASHING FIBER CEMENT TRIM EXTERIOR SHEATHING 311 = 1 0-011 INSULATION CEILING PER ASSEMBLY SEALANT W/ BACKER ROD AS NEEDED 5/4 FIBER CEMENT TRIM BUILDING WRAP CONT SEALANT FIBER CEMENT LAP SIDING EXTERIOR SHEATHING PER ASSEMBLY I EXTERIOR] Ceiling at Fiber Cement Siding EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL BUILDING WRAP SELF ADHERING FLASHING FIBER CEMENT PANEL METAL FLASHING SELF ADHERING FLASHING GAP, NO SEALANT CONT SEALANT 5/4 FIBER CEMENT TRIM FIBER CEMENT PANEL BUILDING WRAP 1/2" DRIP EDGE .9 91111m, 7 Ceiling at Fiber Cement Panel / Trim ICOREJ INSULATION PER ASSEMBLY 2X DOUBLE TOP PLATE INSULATION PER ASSEMBLY INTERIOR SHEATHING PER ASSEMBLY FLASHING ) EDGE CEMENT PANEL SEALANT I INTERIOR 311 = 1 1-011 PER STRUCTURAL BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY INTERIOR SHEATHING _,-----PER ASSEMBLY INTERIOR SHEATHING FRAMING PER PER ASSEMBLY-----__, STRUCTURAL DRAWINGS BASE SELECTED BY OWNER BASE SELECTED BY OWNER RESILIENT CHANNELS PER ASSEMBLY WOOD SILL PLATE PER STRUCTURAL DRAWINGS CONTINUOUS PERIMETER ISOLATION CONTINUOUS FLOOR SHEATHING PER ASSEMBLY PERIMETER ISOLATION FLOORING PER INTERIOR FLOORING PER INTERIOR [FINISH SCHEDULE / NOTES FINISH SCHEDULE / NOTES - - - - - - - - - - - - - -- - - - - - - - - - - 7777 12" MIN 1/2" MIN UNDERLAYMENT-/ PER ASSEMBLY Corridor Wall B�a Base a �ff�l Floor r Truss BALCONY INTERIOR EXTERIOR SHEATHING PER ASSEMBLY — FIBER CEMENT LAP SIDING INTERIOR SHEATHING BUILDING WRAP '-- PER ASSEMBLY PER METAL FLASHING _----FRAMING STRUCTURAL DRAWINGS ELASTOMERIC MEMBRANE TO EXTEND BASE SELECTED BY OWNER 2"PAST METAL BASE FLASHING WOOD SILL PLATE FIBER CEMENT STARTER STRIP PER STRUCTURAL DRAWINGS GAP, NO SEALANT CONTINUOUS PERIMETER ISOLATION FLOORING PER INTERIOR CONT SEALANT FINISH SCHEDULE / NOTES 5/4 FIBER CEMENT TRIM----:, SEALANT W/ BACKER ROD AS NEEDED lowtiA -- — — — — — — — — — SLOPE 1/211 �� 4 7 11. , 4 1' d 1 1/2" 4 L-CONCRETE TOPPING UNDERLAYMENT-j PER ASSEMBLY PER ASSEMBLY DECK SHEATHING PER ASSEMBLY 4"x6"METAL BASE FLASHINGY Balcony Wall Base at Floor Truss Typical at Fiber Cement Lap Siding 311 = 11-011 PATIO - INTERIOR] EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT LAP SIDING SELF ADHERING FLASHING BUILDING WRAP SELF ADHERING FLASHING INTERIOR SHEATHING METAL FLASHING --_- PER ASSEMBLY PER FIBER CEMENT STARTER STRIP _----FRAMING STRUCTURAL DRAWINGS GAP, NO SEALANT BASE SELECTED BY OWNER 5/4 FIBER CEMENT TRIM F PT WOOD SILL PLATE ��IPER I" STRUCTURAL DRAWINGS -CONTINUOUS SILL SEALER CONT SEALANT SEALANT W1 BACKER ROD AS NEEDED "'FLOORING PER INTERIOR FINISH SCHEDULE I NOTES SLOPE L- L - - -- - - - - - - ZI < 4 4 CONCRETE SLAB I Patio Wall Base at Slab 3 Typical � pical at Fiber Cement Lap Siding 31 EXTERIER] FI INTERIOR EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT LAP SIDING SHEATHING SELF ADHERING FLASHING ------.-INTERIOR PER ASSEMBLY FRAMING PER METAL FLASHING STRUCTURAL DRAWINGS BUILDING WRAP BASE SELECTED BY OWNER SELF ADHERING FLASHING PT WOOD SILL PLATE FIBER CEMENT STARTER STRIP - PER STRUCTURAL DRAWINGS CONTINUOUS SILL SEALER GAP, NO SEALANT FLOORING PER INTERIOR CONT SEALANT FINISH SCHEDULE / NOTES 5/4 FIBER CEMENT TRIM L - - - - - - - - - - Uj 1/2' CD 4 OPTIONAL, NOT SHOWN OP TERMITE SHIELD CONCRETE SLAB A . 4 4 4 20 SLOPE .. . .. . .. . .. . .. . Exterior Wall Base at Slab 3" = 1 1-011 at Fiber Cement Lap Siding & Trim I INTERIOR ] 1. EXTERIOR EXTERIOR SHEATHING PER ASSEMBLY ---INTERIOR SHEATHING PER ASSEMBLY INTERIOR SHEATHING-" FRAMING PER PER ASSEMBLY f STRUCTURAL DRAWINGS BASE SELECTED BY OWNER BASE SELECTED BY OWNER RESILIENT CHANNELS PER��� - ��PT WOOD SILL PLATE ASSEMBLY PER STRUCTURAL DRAWINGS FLOORING PER INTERIOR FINISH SCHEDULE / NOTES - - - - - - - - - - - - - - - - - - - - - - 12",MIN 4 112"MIN CONCRETE SLAB .,4 4 4 Corridor Wall Base at Slab 311 = 11-001 311 = 1 1-011 INTERIOR STONE VENEER----- INTERIOR SHEATHING MORTAR SETTING BED-- _---- PER ASSEMBLY FRAMING PER CEMENT PLASTER SCRATCH COAT --- STRUCTURAL DRAWINGS ASPHALT PAPER BASE SELECTED BY OWNER LATH PER SPECIFICATIONS WOOD SILL PLATE BUILDING WRAP Z,--PT PER STRUCTURAL DRAWINGS CONTINUOUS SILL SEALER GROUTED JOINTS FLOORING PER INTERIOR FOUNDATION WEEP SCREED FINISH SCHEDULE / NOTES - - - - - - - - - - w 7f/2" ' t' 4 '6 4 0 0 OPTIONAL, TERMITE CONCRETE SLAB to SLOIE .......... 4 Exterior Wall Base at Slab Typical at Stone Veneer w/ Out Ledge 311 = 1'-0" FO UME ARCHITECTURE & INTERIOR DESIGN, INC. R) 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 .2 Karen V McIntyre IE AR001 7018 E 0 OF r R 7n L SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Section Details A7.21 311 = 1 1-011 5/4 FIBER CEMENT CONT SEALANT SELF ADHERING FLASHING 5/4 FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT PANEL BUILDING WRAP EXTERIOR SHEATHING PE S, "—SEALANT W1 BACKER ROD AS NECESSARY 2X WOOD BLOCKING PER STRUCTURAL DRAWINGS CONT SEALANT -------FRAMING PER STRUCTURAL DRAWINGS -----EXTERIOR SHEATHING 1--FIBER CEMENT PANEL EXTERIOR Low Wall Cap 14 Wood Framing with Fiber Cement Finish (Both Sides) 311 1 1-011 EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL 7" FLASHING FIBER CEMENT STARTER STRIP GAP, NO SEALANT CONT SEALANT 514 FIBER CEMENT TRIM STRIP OF ROOF UNDERLAYMENT, BUILDING WRAP OR SELF -ADHERING FLASHING FOR BARRIER CONTINUITY ROOF UNDERLAYMENT PER ASSEMBLY METAL STEP FLASHING SET IN MASTIC CAP SHINGLES ROOF SHINGLES SET IN MASTIC ROOF SHEATHING PER ASSEMBLY WOOD TRUSS PER STRUCTURAL WOOD FRAMING PER STRUCTURE Roof to Head Wall Flashinj Shingle Roof at Fiber Cement Wall Finish EXTERIOR SHEATHING PER ASSEMBLY - FRAMING PER STRUCTURAL DRAWINGS - BUILDING WRAP - FIBER CEMENT LAP SIDING - SELF ADHERING FLASHING- METAL"Z" FLASHING - FIBER CEMENT STARTER STRIP - GAP, NO SEALANT- CONT SEALANT - STRIP OF ROOF UNDERLAYMENT, BUILDING WRAP OR SELF -ADHERING FLASHING FOR BARRIER CONTINUITY 5/4 FIBER CEMENT TRIM - ROOF UNDERLAYMENT PER ASSEMBLY - METAL STEP FLASHING SET IN MASTIC- A n I I I k I 1 1- nPT A k I I A A t%' I Roof to Side Wall Flashing 12 Shingle Roof at Fiber Cement Wall Finish 311 = 1 1-011 BUILDING WRAP-----,',;' EXTERIOR SHEATHING-------. PER ASSEMBLY FIBER CEMENT PANEL SELF ADHERING FLASHING METALFLASHING ----___ SELF ADHERING FLASHING TO EXTEND ----___, 2' PAST END OF FIBER CEMENT TRIM GAP, NO SEALANT — CONTINUOUS SEALANT AWNING ATTACHMENT PER MFR 5/4 FIBER CEMENT TRIM � � i CONT SEALANT 2X WOOD BLOCKING GC TO VERIFY &Awnin .q Support at Fiber Cement Panel ROOFING PER ASSEMBLY ROOF UNDERLAYMENT OUTRIGGER PER, STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA METAL DRIP EDGE ----..,� OVER FIBER CEMENT FASCIA ---- FIBER CEMENT SOFFIT PERROOF PLAN 2X BLOCKING AS SOFFIT VENT PER-----. ROOF CALCULATIONS FIBER CEMENT---, BATTEN OR SOFFIT CONT SEALANT 2t'=� L�i L11 PRE -DRILL AND INJECT WITH SEALANT BUILDING WRAPPER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL CONT SEALANT 5/4 FIBER CEMENT TRIM SLOPE TOP 150 MIN I - '— SELF ADHERING FLASHING TO EXTEND 2" PAST END OF TRIM BAND METAL FLASHING —-------------- -- GAP, NO SEALANT CONT BED OF SEALANT UNDER FLASHING II CASING BEAD ---- LATH PER SPECIFICATIONS — ASPHALT PAPER — HARD COAT FOAM BAND PER----' ELEVATIONS SLOPE TOP 15" MIN SEALANT W/ BACKER ROD AS NEEDED E E T LASTER SCRATCH COAT MORTAR SETTING BED GROUTED JOINTS STONE VENEER Horizontal Break at Floor Transition 311 -091 at Fiber Cement Panel above Stone Veneer SEALANT W/ BACKER ROD 1/2" DRIP----' FIBER CEMENT TRIM BUILDING WRAP PER ASSEMBLY— CONT SEALANT FIBER CEMENT PER ASSEMBLY & ELEVATIONS EXTERIOR SHEATHING PER ASSEMBLY GABLE TRUSS W/ DROPPED TOP CHORD PER STRUCTURAL DRAWINGS Rake w/ Fiber Cement Fascia 10 at Fiber Cement Wall Finish 31f Oil = 1 P- ROOFING PER ASSEMBLY ROOF UNDERLAYMENT TRUSS PER 1. STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA METAL DRIP EDGE 01 OVERHANG PER ROOF PLAN FIBER CEMENT FASCIA FIBER CEMENT SOFFIT----- 0 2X BLOCKING AS REQD­z�� SOFFIT VENT PER----_: ROOF CALCULATIONS SEALANT W1 BACKER ROD FIBER CEMENT----,. �' LU BATTEN OR SOFFIT CONT SEALANT 1/2' DRIP FIBER CEMENT TRIM----' BUILDING WRAP PER ASSEMBLY --- -- r% aI CONT SEALANT EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PER ASSEMBLY & ELEVATIONS Heeled Eave / Fiber Cement Fascia 1 '� / Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 111' ROOFING PER ASSEMBLY ROOF UNDERLAYMENT TRUSS PER STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA METAL DRIP EDGE OVERHANG PER ROOF PLAN FIBER CEMENT FASCIA FIBER CEMENT SOFFIT /I--- SOFFIT VENT PER ROOF CALCULATIONS BLOCKING AS REQD--,� FIBER CEMENT----. BATTEN OR SOFFIT CONT SEALANT FIBER CEMENT SOFFIT SEALANT W1 BACKER ROD- 1/2" DRIP FIBER CEMENT TRIM�� BUILDING WRAP PER ASSEMBLY---""'-" CONT SEALANT EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PER ASSEMBLY & ELEVATIONS Eave w/ Fiber Cement Fascia 311 1 1-011 BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER STRIP GAP, NO SEALANT CONT BED OF SEALANT UNDER FLASHING CASING BEAD II LATH PER SPECIFICATIONS ASPHALT PAPER ---------.— HARD COAT FOAM BAND PER ----__ ELEVATIONS SLOPE TOP 15" MIN SEALANT W1 BACKER ROD AS NEEDED T-. CEMENT PLASTER SCRATCH COAT — MORTAR SETTING BED GROUTED JOINTS STONE VENEER Horizontal Break at Floor Transition at Fiber Cement Lap Siding above Stone Veneer 311 = 1 1-011 TRUSS PER STRUCTURAL DRAWINGS ---------TT 11 1 BUILDING WRAPPER FIBER CEMENT -- PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL-----__ SELF ADHERING FLASHING METAL FLASHING----ljl! L GAP, NO SEALANT ------- L -N CONT SEALANT 514 FIBER CEMENT TRIM PER ELEVATIONS CONT SEALANT ---fir FIBER CEMENT PANEL LAP SIDING EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS Horizontal Break at Floor Transition 311 = 1 I -Off at Fiber Cement Panel & Lap Siding w/ Trim TRUSS PER STRUCTURAL BUILT (PER FIBER CEM MFR RECOMME FIBER CEMi SELF ADHERING METAL GAP, N1 CON FIBER CEMI EXTERIOR SHEATHING PER FRAMING PER STRUCTURAL 31' e 1 1-011 Horizontal Break at Floor Transition at Fiber Cement Panel 311 = 1 -Off BUILDING WRAP FIBER CEMENT — RECOMMENDATIONS) PANEL MFR R COMMENDATIONS) FIBER CEMENT PANEL --------------- CONT SEALANT 5/4 FIBER CEMENT TRIM SLOPE TOP 150 MIN SELF ADHERING FLASHING TO EXTEND 2" PAST END OF TRIM BAND METAL FLASHING GAP, NO SEALANT CONT BED OF SEALANT UNDER FLASHING CASING BEAD II Y. LATH PER SPECIFICATIONS ASPHALT PAPER— ----� HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 150 MIN -0-� SEALANT W/BACKER ROD AS NEEDED CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED GROUTED JOINTS STONE VENEER 'Exterior Finish Transition FRAMING PER STRUCTURAL DRAWINGS EXTERIOR SHEATHING PER ASSEMBLY at Fiber Cement Panel Above Stone Veneer w/ Foam Band 3" = 1 I -Off BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER STRIP GAP, NO SEALANT Zw CONT BED OF SEALANT UNDER FLASHING -� CASING BEAD -----II LATH PER SPECIFICATIONS-----� ASPHALT PAPER ----- HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 150 MIN SEALANT W/ BACKER ROD AS NEEDED CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED GROUTED JOINTS STONE VENEER — Exterior Finish Transition FRAMING PER STRUCTURAL DRAWINGS EXTERIOR SHEATHING PER ASSEMBLY at Fiber Cement Siding Above Stone Veneer w/ Foam Band 3" = 11-011 BUILDING WRAP(PER FIBER CEMENT I PANEL MFR R COMMENDATIONS) FIBER CEMENT PANEL SELF ADHERING FLASHING METAL FLASHING GAP, NO SEALANT CONT SEALANT FIBER CEMENT PANEL STRIP BEHIND & MATCHING HEIGHT OF TRIM 5/4 FIBER CEMENT TRIM PER ELEVATIONS CONT SEALANT FIBER CEMENT LAP SIDING EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS Exterior Finish Transition 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 A C3r)f147f14 0 :L SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23121 Owner Review Set 02/17122 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Apartments - Section Details A7.22 Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 311 = 1 1-011 at Fiber Cement Panel Above Fiber Cement Lap Siding 311 1 1-011 3 a D FO UMN ARCHITECTURE & I 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 ROOF FELT OR OVERHANG PER ROOF PLAN 2X BLOCKING AS 1/2" DRIP - FIBER CEMENT SOFFIT SEALANT W/BACKER ROD FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT PER ASSEMBLY & ELEVATIONS CMU PER STRUCTURAL DRAWINGS CMU PER STRUCTURAL DRAWINGS FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER STRIP GAP, NO SEALANT CONT SEALANT 5/4 FIBER CEMENT TRIM ROOF UNDERLAYMENT PER ASSEMBLY METAL STEP FLASHING SET IN MASTIC r-.;Roof to Side Wall Flashing Shingles Roof at Fiber Cement Lap Siding CMU PER STRUCTURAL DRAWINGS FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER STRIP 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—, \ 5\0 4 2x PT WOOD FRAN PER STRUCTURAL Roof to Head Wall Flashin Shingles Roof at Fiber Cement Lap Siding CMU PER STRUCTURAL - DRAWINGS FIBER CEMENT - LAP SIDING FIBER CEMENT - STARTER STRIP 311 = 11-011 311 = 1 1-011 PAINT FINISH AT EXPOSED SURFACES q d d d q aLU G qd d n 4 4 .. d G wz o W q q d CONCRETE d SLAB ' < q � a 41 ti d d d d a INTERIOR DESIGN, INC. i 237 S. Westmonte Drive, Suite 220 i Altamonte Springs, FL 32714 407-830.1400 i AR97193 i 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 02/17122 Permit...a__.._,._....�mm�_ set 0 SHEET REVISIONS: N PROJECT NO. 4097 F Apartments - SeCtion Details Typ Eave w/ Fiber Cement Fascia Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 311 = 11-01' Exterior Wall Base at Slab at Unconditioned Space w/ Fiber Cement Lap Siding 311 = 11-011 A7,23 I 12" MIN BUILDING WRAP (PER SELF -ADHERING FLASHING /—EXTERIOR SHEATHING FIBER CEMENT PANEL FIR PER ASSEMBLY RECOMMENDATIONS) FIBER CEMENT PANEL CONT SEALANT 514 FIBER CEMENT TRIM OR BATTEN STRIP PER ELEVATIONS Finish Transition Plan View - Fiber Cement Panel ASPHALT PAPER LATH PJR SPECIFICATIONS `GROUTED JOINT MORTAR SETTING BED CEMENT PLASTER SCRATCH COAT CASING BEAD STONE VENEER SELF -ADHERING FLASHING Finish Transition CEMENT PANEL ADHERING FLASHING 'SEALANT 3" = 1 1-011 EXTERIOR SHEATHING PER ASSEMBLY BUILDING WRAP .F ADHERING FLASHING --R CEMENT LAP SIDING SIT SEALANT FIBER CEMENT TRIM kLANT W/ BACKER ROD FRAMING PER STRUG BUILDING FIBER CEMENT I EXTERIOR SHEA PER ASS[ CONT SE SELF -ADHERING FLASHING CC PROTECTION EXTENDING BEYOND EDGE 01 5/4 FIBER CEMEN' PER ELEVA U FRONT Outside Corner at Panel. Plan View (Typ) 311 = 1 1-011 A FRAMING PER STRUCTURAL BUILDING WRAP FIBER CEMENT LAP SIDING EXTERIOR SHEATHING PER ASSEMBLY CONT SEALANT SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM 5/4 FIBER CEMENT TRIM PER ELEVATIONS SEALANT '--FIBER CEMENT LAP SIDING 1� FRONT Outside Corner-at_La"idin Plan View (Typ) 311 = 1 1-011 FRAMING P EXTEI MORT CEMENT PLASTER LATH PER SELF ADHI CORNI Outside Corner at Stone Veneer SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM Z CD Z FIBER CEMENT PANEL —/ CONT SEALANTJ 5/4 FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT LAP SIDINGi,_----� BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY -- FRAMING PER STRUCTURAL --------- 6: )Inside Corner at Finish Transition Plan View - Fiber Cement Lap Siding at Panel (Typ) 31' = 11-0 SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM FIBER CEMENT PANEL--J CONT SEALANT 5/4 FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT LAP PANEL BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL Inside Corner at Panel. Plan View (Typ) SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM FIBER CEMENT--/ CONT SEALANT LAP SIDING FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT LAP SIDING BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL Inside Corner at LaD Sidin Cn E SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM CONT SEALANT BUILDING WRAP FIBER CEMENT 5/4 FIBER CEMENT TRIM I PANEL i52 W SEALANT W/BACKER ROD AS NEEDED CASING BEAD LATH PER SPECIFICATIONS ASPHALT PAPER CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED STONE VENEER EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL Inside Corner at Finish Transition Plan View - Fiber Cement Panel at Stone Veneer 311 SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM CONT SEALANT-� BUILDING WRAPJ FIBER CEMENT 5/4 FIBER CEMENT TRIM z LAP SIDING W Uj SEALANT W/ BACKER ROD AS NEEDED CASING BEAD � 3 LATH PER SPECIFICATIONS ASPHALT PAPER CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED STONE VENEER EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL ;'� Inside Corner at Finish Transition 311 = 1 1-011 Plan View - Fiber Cement Lap Siding at Stone Veneer 311 = 1 1-011 I 6"MIN SELF -ADHERING TIsm I LU o STONE VENEER CASING BEAD BUILDING WRAP SEALANT W/ BACKER ROD AS NEEDED ASPHALT PAPER CASING BE -AD LATH PER SPECIFICATIONS SELF ADHERING FLASHING CEMENT PLASTER SCRATCH COAT ----� MORTAR SETTING BED 4 GROUTED JOINTS EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL V Inside Corner at Stone Veneer FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com V U. Zephyr Commons Apartments 6 5 0 City of Zephyrhills, FL 02/17/202? j y Karen V MCIn AR001 70 .e% A 1 10, a 8 SET DISTRIBUTIONS: 24/21 100% DD Set 23/21 Owner Review Set 17/29 Permit Set A QUCCT DC1/101f'NK10- )JECT NO. 4097 Apartments - Section Details A7.24 Plan View - Fiber Cement Lap Siding at Stone Veneer 3" = 1 1-011 Plan View 311 = 11-011 Plan View (Typ) 311 = 11-011 Plan View 310 = 1 1-011 111911171111! 'P11111URFj771�l{n tl 11� SEALANT DIAGRAM - D STEP 8: APPLY SEALANT TO PERIMETER OF VENT COVER, ALL SIDES. STEP 9: APPLY SEALANT TO EACH SIDE AND AT BOTTOM OF MOUNTING BLOCK AT SIDING. DIAGRAM - C STEP 6: FOLD BUILDING WRAP DOWN OVER HEAD FLASHING AND INSTALL 6" WIDE SELF ADHERING FLASHING ALONG THE ENTIRE LENGTH OF EACH DIAGONAL CUT, COMPRESSED AGAINST THE BUILDING WRAP AND WRAPPING DOWN TO AND TERMINATING ON THE HEAD FLASHING. APPLY CONTINUOUS SEALANT BEHIND VENT COVER ALL SIDES AND AROUND DUCT CONNECTOR PRIOR INSTALLATION. APPLY CONTINUOUS SEALANT BEHIND VENT COVER ALL SIDES AND ROUND DUCT CONNECTOR PRIOR INSTALLATION STEP 7: INSTALL FIBER CEMENT LAP SIDING PER MFR INSTRUCTIONS. DIAGRAM - B STEP 3: APPLY CONTINUOUS BEAD OF SEALANT ON BOTH VERTICAL SIDES AND TOP OF FIBER CEMENT MOUNTING BLOCK. STEP 4: INSTALL METAL FLASHING OVER THE TOP SIDE OF FIBER CEMENT MOUNTING BLOCK, SET IN CONTINUOUS BED OF SEALANT. STEP 5: INSTALL SELF ADHERING FLASHING OVER METAL FLASHING EXTEND 2" BEYOND METAL FLASHING AT EACH END, DIAGRAM - A STEP 1: CUT HOLE THROUGH BUILDING WRAP, WALL SHEATHING AND FIBER CEMENT MOUNTING BLOCK PER VENT MANUFACTURERS INSTRUCTIONS. CUT BUILDING WRAP OVER FIBER CEMENT MOUNTING BLOCK EXTENDING 6" AS SHOW, FOLD FLAP UP ABOVE MOUNTING BLOCK AND TEMPORARILY SECURE. STEP 2: APPLY CONTINUOUS SEALANT BEHIND FIBER CEMENT MOUNTING BLOCK, ALONG THE PERIMETER AND AROUND HOLE PRIOR TO INSTALLATION. 2 '-1 x FIBER CEMENT MOUNTING BLOCK (SIZED AS REQUIRED) TO EXTEND 1" MIN BEYOND VENT COVER ON ALL SIDES SHEATHING PER ASSEMBLY 5/8" FIRE RATED GYP UNIT 2X NAILER RIPPED TO SIZE AS READ BY FIRE EXTINGUISHERS DEPTH 1 I ' xx- 5/81' FIRE RATED GYP PER ASSEMBLYj CONT SEALANT FIRE GYP FILLER STRIP RESILIENT CHANNELS PER ASSEMBLY CABINET CORR Fire Extinguisher Cabinet at Rated Wall- Plan View QM10%l 2X NAILER 5/8" EXT GRADE FIRE RATED GYP RECESSED LIGHTING FIXTURE 3" 3" BLOCKING AS NEEDED ' MIN MIN RESILIENT CHANNELS PER ASSEMBLY 5 Sided Box at Rated Ceilin 311 11-011 PROVIDE 2X BLOCKING WOOD ROOF TRUSS W/ PRE-ENGINEERED AT TOP AND BOTTOM OF VERT MEMBERS AT 24"O.C. TO WOOD TRUSS DRAFTSTOPPING DOOR ACCOMMODATE DRAFTSTOPPING & ACCESS DOOR 1/2" DUROCK CEMENT BOARD (NON. COMBUSTIBLE, NON FLAME/ SMOKE) STANDARD DRYWALL CEILING RESILIENT CHANNEL PER ASSEMBLY z 1,'' STRESS JOINT ACCESSORY 3 DRAFTSTOPPING DRAFTSTOPPING 1 PAIR SELF -CLOSING 22"x36" ROOF ACCESS HASP LATCH 21/2" HINGES TO ENSURE ROOF DOOR MADE OF 7/16" O.S.B APPROX. APPROX. GYPSUM BOARD ACCESS DOOR CLOSES 1/2" PER ASSEMBLY REFER TO SHEET A1.03 FOR GENERAL NOTES Draftstapping Doar r,-�Control Joint at Ceiling r L-n nw1..1v1u" 1 Washer Rated Outlet Box Plan View - at Rated Wall UNIT (21 V STIIn ft 1n'.0" 1/2" GYP FIRE BLOCKING CORRIDOR 1-1/2" = V-0'1 oulTATL11A1PN nffm A06MA111 v GYP PER ASSEMBLY Perpendicular to Framing WOOD TRUSS 1/2" STANDARD DRYWALL CEILING STRESS JOINT ACCESSORY 1/2" DUROCK (NON- COMBI NON FLAME/ REFER TO SHEET A1.03 FOR GENERAL NOTES Control Joint at Ceilin Parallel to Framing 2X 311 = 11-0'1 >ILIENT CHANNEL PER ASSEMBLY PER ASSEMBLY 311 11-011 PRE ENGINEERED TRUSS PER STRUCTURAL (2) LAYERS GYPSUM BOARD AT VERTICAL FACE IFORUMN e ARCHITECTURE & INTERIOR DESIGN, INC. c e 0 237 S. Westmonte Drive, Suite 220 m Altamonte Springs, FL 32714 5 407.830.1400 AR97193 S www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre nann17n1Q SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 017/22 Permit Set SHEET REVISIONS: ROJECT NO. 4097 Apartments Section Details Exhaust Duct Fire Blocking at Corridor/Unit Wall at One -Piece Vent Cover & Fiber Cement NTS 5 Trav Ceilina Detail 311 1 1-011 A7.25 DIAGRAM - E 21 INSTALL BACKER ROD AND APPLY SEALANT AT BOTTOM OF FIBER CEMENT TRIM BOARD 22 FOLD DOWN BUILDING WRAP AND SECURE FLAP OF BUILDING WRAP WITH 6" SEAM TAPE. 23 INSTALL DOOR THRESHOLD THAT COMPLIES WITH ACCESSIBILITY STANDARDS OVER 2 CONTINUOUS BEADS OF SEALANT. 24 FOLD DOWN BUILDING WRAP AND SECURE WITH 6" SEAM TAPE. 25 APPLY SEALANT TO ALL CORNERS. DIAGRAM - D 13 INSTALL SELF -ADHERING FLASHING OVER FLANGE AT SIDES / JAMBS ( WIDE ENOUGH TO EXTEND PAST SIDE FINISHED TRIM BY 2"), 14 INSTALL FIBER CEMENT TRIM AT DOOR JAMBS PER ELEVATIONS. 15 INSTALL METAL HEAD FLASHING AS SPECIFIED, SEE DOOR DETAILS, 16 INSTALL 6" MIN SELF ADHERING FLASHING OVER METAL FLASHING, 17 FOLD UP BOTTOM OF BUILDING WRAP AND TEMPORARILY SECURE. 18 INSTALL FIBER CEMENT TRIM BOARD AS SHOWN, ALLOW 1/4" MIN FOR BACKER ROD AND SEALANT. PROVIDE ROOM FOR VERTICAL TRIM AROUND THE DOOR OPENING. 19 INSTALL "L" SHAPE HEMMED METAL FLASHING OVER FIBER CEMENT TRIM BOARD, 20 INSTALL 6" WIDE SELF ADHERING FLASHING OVER METAL FLASHING. DIAGRAM - C 09 FOLD FLAP UP ABOVE HEADER AND TEMPORARILY SECURE. 10 FOLD SIDE FLAPS INTO ROUGH DOOR OPENING. 11 APPLY CONTINUOUS BEAD OF SEALANT AT HEAD AND JAMBS ON EXTERIOR SIDE OF WALL UNDER DOOR FRAME FLANGE. INSTALL ENOUGH TO ENSURE THAT SEALANT WILL SQUEEZE THRU SCREW LOCATIONS AND OUT DOOR FLANGE EDGE. IF SEALANT IS NOT VISIBLE AT THESE LOCATIONS, DOOR FRAME WILL NEED TO BE RE -INSTALLED. CLEAN ALL SURFACES PER SEALANT MANUFACTURERS RECOMMENDATIONS. 12 SET DOOR FRAME IN ROUGH OPENING PER MANUFACTURERS INSTRUCTIONS. 0 DIAGRAM - B 06 POUR LIGHTWEIGHT CONCRETE PER ASSEMBLY, WITH POSITIVE SLOPE AWAY FROM DOOR. 07 INSTALL WEATHER RESISTANT BUILDING WRAP OVER EXTERIOR SHEATHING AND DOOR OPENINGS. 08 CUT THROUGH BUILDING WRAP IN SHAPE OF "Y", EXTENDING 8" OVER HEAD OF DOOR OPENING, 01 PRIME ALL SURFACES IN PREPARATION FOR WATERPROOFING SYSTEM, 02 INSTALL METAL FLASHING AT THE FLOOR TO WALL INTERSECTION SET ON BED OF MASTIC. BEND OVER DOOR OPENING. 03 INSTALL 60 MIL ELASTOMERIC MEMBRANE OVER FLOOR DECK AND 8" OVER METAL FLASHING ON TO WALL SHEATHING. 04 FABRICATE AND INSTALL WELDED METAL PAN FLASHING WITH SOLDERED END DAMS AS SHOWN. 05 INSTALL 4" WIDE MIN SELF ADHERING FLASHING OVER METAL PAN AND EXTEND 2" MIN BEYOND END DAMS. IL L", 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 ADr)r)I 7riI Q SET DISTRIBUTIONS: 11/24121 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Door Installation Flashing Details Door Installation Flashing Details at Fiber Cement Finish 1 /2" = 1'-011 A7.91 MAP-'DARA I STEP 17: INSTALL FIBER CEMENT TRIM OVER WINDOW HEAD METAL FLASHING. STEP 18: INSTALL A SECONDARY METAL FLASHING OVER FIBER CEMENT HEAD TRIM AS REQUIRED BY FIBER CEMENT CLADDING MANUFACTURER. APPLY SEALANT BELOW METAL FLASHING AND ABOVE 2" WIDE FROM EACH END OF FLASHING. SEE WINDOW SECTION DETAILS. STEP 19: INSTALL SELF -ADHERING FLASHING OVER METAL FLASHING AS SHOWN. Window Installation Flashin DIAGRAM - H STEP 15: INSTALL FIBER CEMENT TRIM WINDOW, STARTING AT SILL CONTINUING AT JAMBS. STEP 16: APPLY CONTINUOUS SEALANT WITH BACKER ROD, AS NEEDED, BETWEEN TRIM AND WINDOW JAMBS AND SILL. APPLY SEALANT BELOW METAL FLASHING AND ABOVE 2" WIDE FROM EACH END OF FLASHING. SEE WINDOW SECTION DETAILS. DIAGRAM - G STEP 14: FOLD BUILDING WRAP DOWN OVER HEAD FLASHING & INSTALL 6" WIDE SELF -ADHERING FLASHING ALONG THE ENTIRE LENGTH OF EACH DIAGONAL CUT, COMPRESSED AGAINST THE BUILDING WRAP AND WRAPPING DOWN TO AND TERMINATING ON THE ALUMINUM HEAD FLASHING. Details Window Depth I NAILING FIN WINDOW c FRAME 4,0 WINDOW METAL HEAD FLASHING DIAGRAM - F STEP 13: INSTALL SELF -ADHERING FLASHING OVER WINDOW HEAD FLASHING, EXTENDING 2" BEYOND JAMB FLASHING. V AT SILL DIAGRAM - D DIAGRAM - E STEP 11: INSTALL 6" WIDE SELF -ADHERING FLASHING OVER WINDOW FIN AT BOTH JAMBS, EXTENDING ABOVE TOP EDGE OF FIN AND BELOW SILL FLASHING BY 2" MIN. DO NOT INSTALL SELF -ADHERING FLASHING TO HEAD OR SILL, STEP 12: INSTALL METAL HEAD FLASHING AS SPECIFIED, SEE WINDOW DETAILS. STEP 8: APPLY CONTINUOUS BEAD OF SEALANT ALONG BACK SURFACE OF NAILING FIN, STARTING AT SILL (2"-4" FROM JAMB) AND CONTINUING ALONG JAMB, HEAD, OPPOSITE JAMB AND FINISHING AT SILL (2"-4" FROM JAMB). APPLY A SECOND AND DISCONTINUOUS BEAD OF SEALANT ALONG BACK SURFACE OF NAILING FIN AT SILL, MAINTAINING 2" SEPARATION FROM FIRST BEAD ON BOTH ENDS FOR DRAINAGE. BOTH SEALANT BEADS SHALL BE OF SUFFICIENT THICKNESS TO BE VISIBLE ALONG PERIMETER AFTER WINDOW IS SET. STEP 9: INSTALL WINDOW IN ROUGH OPENING PER MANUFACTURER'S INSTRUCTIONS. STEP 10: APPLY CONTINUOUS BEAD OF SEALANT OR FOAM INSULATION BETWEEN WINDOW FRAME AND ROUGH OPENING ALONG ENTIRE PERIMETER OF INTERIOR. DIAGRAM - C STEP 5: INSTALL SELF -ADHERING FLASHING ALONG FULL WIDTH OF SILL, DEEP ENOUGH TO COVER SILL AND EXTEND 2" BELOW SPECIFIED TRIM. STEP 6: INSTALL FORMABLE SELF -ADHERING FLASHING 9" MIN OVER SILL FLASHING AT CORNERS AS SHOWN, EXTEND 6" MIN. UP JAMB AND ALONG SILL. ONE SINGLE PIECE CAN BE USED IN LIEU OF THREE PIECES ALL TOGETHER STEP 7: PRIME EXPOSED SHEATHING OVER WINDOW FRAME HEAD. STEP 3: FOLD FLAP UP ABOVE OPENING AND TEMPORARY SECURE. STEP 4: FOLD SIDE FLAPS INTO ROUGH WINDOW OPENING. STEP 4A: INSTALL 1X2 BACK DAM AT SILL AS SHOWN. DIAGRAM - A STEP 1: INSTALL BUILDING WRAP OVER EXTERIOR SHEATHING AND OVER WINDOW OPENING. STEP 2: CUT BUILDING WRAP OVER THE WINDOW OPENING AS SHOWN EXTENDING 8" ABOVE WINDOW OPENING. 0i 8 FORU 0 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 aren V McIntyre AR0017018 NkCI17 E� SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23121 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Window Installation Flashing Details A7.92 at Fiber Cement Finish 3/8Y1= 1 '-0'1 0 TYPICAL SIGN INSTALLATION DIAGRAM - D STEP 7: APPLY SEALANT TO EACH SIDE AND AT BOTTOM OF MOUNTING BLOCK AT SIDING DIAGRAM - C STEP 6: INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. DIAGRAM - B STEP 3: APPLY CONTINUOUS SEALANT AROUND PERIMETER OF FIBER CEMENT MOUNTING BLOCK AND UNDER THE DRIP EDGE OF METAL FLASHING. STEP 4: INSTALL METAL FLASHING OVER THE TOP SIDE OF FIBER CEMENT MOUNTING BLOCK, SET IN CONTINUOUS BED OF SEALANT. STEP 5: INSTALL SELF -ADHERING FLASHING OVER METAL FLASHING EXTEND 2" BEYOND METAL FLASHING AT EACH END. �M�I� STEP 1: CUT HOLE THROUGH BUILDING WRAP, WALL SHEATHING AND FIBER CEMENT MOUNTING BLOCK PER PENETRATING MATERIAL NEEDS. (FOR PENETRATING MATERIAL ONLY. SKIP THIS STEP FOR SOLID BLOCKING) STEP 2: APPLY CONTINUOUS SEALANT BEHIND FIBER CEMENT MOUNTING BLOCK PRIOR INSTALLATION, . I -- INDICATE TYPICAL FIBER CEMENT G AND FLASHING FOR VARIOUS \TIONS IN WOOD FRAME WALL, I.E.: f vENr, PIPING, ELECTRICAL BOX, ETC., PENETRATING MATERIAL OR r MOUNTING PLATE ARE NOT SHOWN. .TOR SHALL BE RESPOSIBLE TO INSTALL rE AND WATERPROOF PENETRATION, E TYPICAL ELECTRIC BOX INSTALLATION BUBDINI3N�P gUB PI""" BUIUNNB � � � j � �yGWB� • I NOWT '""`"u' � I NCtu�gf� I I I BUBD!. f BUIW IN I . r'� r low BUBDING ® J�OtxUNNOWN� BULLDIN BUILDINI BUILDIND� Nca "w� D :_�anYVR� BUILORID ..�/iMW' DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 DIAGRAM 1- DIAGRAM 3 - DIAGRAM 4 - STEP A: PLACE BUILDING WRAP OVER ELECTRIC BOX STEP C: APPLY A LARGE ENOUGH PIECE OF NON -MEMORY STEP D: CUT'X' INTO OPENING OF ELECTRICAL BOX, SELF -ADHERING FLASHING TO COVER ELECTRIC BOX BY 3" ON ALL SIDES. AS SHOWN. DIAGRAM 2 - WORK FLASHING TIGHT AROUND ALL CORNERS OF ELECTRIC BOX STEP B: CUT BUILDING WRAP AROUND ELECTRIC BOX, DIAGRAM 5 - TYPICAL WIRE/ PIPE PENETRATION BUBAINGWIffl BUIIDINGOW BIN J �,,�p BUILD > B�LDtrw"" BUILD00w•_ DIAGRAM 1 aI 0 DIAGRAM 1- STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE / PIPE. STEP B: INSERT WIRE / PIPE THROUGH HOLE e�;7: Iva DIAGRAM 2 - STEP C: CUT SLIT HALFWAY THROUGH AN 6" SQUARE SELF -ADHERING FLASHING AND PLACE BELOW WIRE/PIPE WITH SLIT OPENING AT TOP AS SHOWN. STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. z -1, "1 T DIAGRAM 3 - STEP D: WRAP FLAPS OF SELF -ADHERING FLASHING AROUND WIRE/PIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING FLASHING WRAPS STICKS TO THE ACTUAL WIRE/PIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE. TYPICAL FASTERNER a r DIAGRAM 1- STEP A: PRE DRILL HOLE TO FIT FASTENER THROUGH SIDING. STEP B: FILL HOLE COMPLETELY WITH SEALANT. DIAGRAM 2 DIAGRAM 3 DIAGRAM 2- STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. DIAGRAM 3- STEP D: INSERT FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT OF PENETRATION AND AROUND FASTENER. 0 TYPICAL RAILING / ORNAMENTATION INSTALLATION n DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 n, SHIM AS NECESSARY SELF ADHERING FLASHING DIAGRAM 1- DIAGRAM 2- STEP A: LOCATE RAILING MOUNTING. STEP C: APPLY SEALANT TO TOP AND SIDES OF MOUNTING PLATE. STEP B: PRE -DRILL HOLES FOR RAILING/ORNAMENTATION ATTACHMENT AND FILL W/ SEALANT. SEE TYPICAL FASTENER INSTALLATION DETAIL. DIAGRAM 3- STEP D: FASTEN MOUNTING PLATE ON TO TRIM BOARD PIECE. BUBDINow BU110000 ILGINOO ,UOINGW < OWE IUIWINOW BUBpOWPffl N,ILOBIGWIW' DIAGRAM 4 DIAGRAM 4 - STEP E: CUT SLIT HALFWAY THROUGH A SECOND 8" SQUARE SELF -ADHERING FLASHING AND PLACE ABOVE WIRE/PIPE WITH SLIT AT BOTTOM. SECOND SELF -ADHERING FLASHING SHALL COMPLETELY COVER THE FIRST FLASHING. BUILON000 OUBpINGWW IND'� BUIIDINGW BUBDIN DIAGRAM 5 DIAGRAM 5 - STEP F: WRAP FLAPS OF SELF -ADHERING FLASHING AROUND WIREIPIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING FLASHING WRAPS STICKS TO THE ACTUAL WIRE/PIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE. >, FORUMN a 1 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 McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 U Z Apartments - Penetratian Details Penetration Details 3 11 = 11-011 A7.93 I�+Ili �'!II'I}III�!illNl 14f�1�tlI�I�II�'l�Il�ll1�211' IaIIw�.I�NIIr�11�11�fl�!!l�l� Ilf>N lmlmli_""''ll I STEP - H 24. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. 25. SEAL ALL JOINTS. STEP - G 21. INSTALL METAL COUNTER FLASHING ON CONTINUOUS BED OF SEALANT AS SHOWN. 22. INSTALL SELF -ADHERING FLASHING OVER COUNTER FLASHING. 23. UNFOLD BUILDING WRAP OVER SELF -ADHERING FLASHING. Flashing Details - Balcony Edge � I % at Fiber Cement Finish ASHING rRIM r SIDING ASHING G UNFOLD BUILDING WRAP SELF -ADHERING FLASHING COUNTER FLASHING T-BAR EDGE FLASHING BUILDING WRAP STEP - F 18. POUR CONCRETE OVER BALCONY UNDERLAYMENT. 19. INSTALL FIBER CEMENT TRIM BOARD ABOVE CONCRETE SURFACE. 20. SEAL BOTTOM OF FIBER CEMENT TRIM BOARD. INSTALL BACKER ROD AS NEEDED. STEP-E 17. INSTALL SELF -ADHERING FLASHING OVER KICK -OUT FLASHING (18j CONCRETE KICK -OUT FLASHING 1X FIBER CEMENT TRIM SEALANT EDGE FLASHING BUILDING WRAP SELF -ADHERING FLASHING MEMBRANE EDGE FLASHING KICK -OUT FLASHING SEALANT 1X FIBER CEMENT TRIM FIBER CEMENT TRIM SHOULD BE FLUSH WITH T-BAR EDGE KICK -OUT FLASHING SET ON MASTIC 14 MASTIC 15 T-BAR 13 STEP-D 13. SET T-BAR AT EDGE OF BALCONY WITH FASTENERS INSTALLED THRU SPACERS. 14. FABRICATE AND INSTALL METAL KICK -OUT FLASHING, 15. FILL GAP BETWEEN T-BAR AND KICK -OUT FLASHING WITH MASTIC, 16. SEAL ALL JOINTS AS SHOWN. 3" V3/8" r 13 ALUMINUM T-BARI�"'�p BUILDING WRAP .. ........ ...... a, 4 SELF ADHERING FLASHING 1X FIBER CEMENT TRIM . . BI�W'�p . . . . F141 KICK -OUT FLASHING, ELASTOMERIC MEMBRANE METAL FLASHIING Stop wrop �� SPACER . . . . . . . . . . . . . . . . . . . . . . . . EDGE FLASHING 13FIBER CREMENTTRIM ❑ .... P 16 SEALANT �!4d'n9Vy 00 STEP - B 8. INSTALL EDGE FLASHING. 9. INSTALL CONT. METAL BASE FLASHING OVER CORNER FLASHING ALONG THE PERIMETER OF BALCONY VIEW - B FOLD UP BUILDING WRAP STEP - C 10. INSTALL 60 mil, ELASTOMERIC MEMBRANE OVER PREVIOUSLY PRIMED SURFACES. 11. INSTALL SPACER AT 12" O.C. PER T-BAR MANUFACTURER RECOMMENDATIONS. 12. BUILD UP CORNER WITH MASTIC TO DIVERT WATER AWAY FROM CORNER 4" SELF ADHERING FLASHING 1X FIBER CEMENT TRIM 12 URETHANE SEALANT BASED BUILD-UP ELASTOMERIC MEMBRANE Ill SPACERS EDGE FLASHING FIBER CEMENT TRIM URETHANE SEALANT BASED BUILD -UPI DIVERTER, ALLOW PROPER TIME FOR CURING PER MANUFACTURER RECOMENDATIONS PRIME SELF ADHERING FLASHING FIBER CEMENT TRIM CORNER METAL FLASHING EXT. WALL SHEATHING BUILDING WRAP UP TO 2" ONTO BALCONY DECK BALCONY WOOD DECK 7 FIBER CEMENT TRIM 1'A SELF ADHERING FLASHING CORNER METAL FLASHING 1x FIBER CEMENT TRIM er. CONTINUOUS METAL FLASHING EDGE FLASHING 311 8 EDGE FLASHING r to I 4j CORNER METAL FLASHING 4� STEP - A 1. AFTER THE BUILDING WRAP IS INSTALLED, CUT AND FOLD IT UP AROUND THE EDGE OF THE BALCONY. 2. PRIME ALL SURFACES AS REQUIRED IN PREPARATION FOR WATERPROOFING SYSTEM. 3. INSTALL FIBER CEMENT TRIM AT BALCONY EDGE. (REFER TO ELEVATION FOR SIZE). 4. FABRICATE AND INSTALL WELDED METAL CORNER FLASHING AT EDGE OF BALCONY FIBER CEMENT OVER BUILDING WRAP AS SHOWN. TRIM 5. INSTALL 4" SELF ADHERING FLASHING OVER CORNER METAL METAL CORNER FLASHING, EXTEND 2" AT ENDS. FLASHING 6. INSTALL FIBER CEMENT TRIM (SEE SIZE DETAIL ABOVE). URETHANE SEALANT BASED 7. APPLY URETHANE SEALANT BASED BUILD-UP BUILD-UP/ DIVERTER INSIDE CORNER. DO NOT USE MASTIC. 1-1/2" = 1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 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 Ull��tfl�:t SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT N0. 4097 U z z 0 w 0 0 Apartments - W Flashing Details OF U x U 'a A7,94 0 ' �ll''�I�II_ Ngf'��I'I IIII�I�AfI��IR11�Il�IW_�4!'lllt 9V'N�''11�Y'11111'lll�il'hl� � �' !.�1.1� i1L11��P'!Irt�R�I@I '!I! 1tIPE1'Al���#IIIII!!!91 R FIBER CEMENT TRIM CONCRETE TOPF ALUMINUM T-1 FIBER CEMENT SIDING SEALANT STEP - H 21. INSTALL FIBER CEMENT TRIM PER MANUFACTURER INSTRL _ .. _.._. 22. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS. 23. SEAL ALL JOINTS STEP - G 20. FOLD BUILDING WRAP DOWN AND SECURE WITH 4" SEAM TAPE. Flashing Details - Balcony Edge at Fiber Cement Finish 20 FOLD DOWN BUILDING WRAP SELF -ADHERING FLASHING FIBER CEMENT TRIM METAL CORNER FLASHING FIBER CEMENT BASE BOARD BACKER ROD AND SEALANT CONCRETE TOPPING ALUMINUM T-BAR 60 mil ELASTOMERIC MEMBRANE EDGE FLASHING FIBER CEMENT TRIM STEP - F 16. INSTALL SELF -ADHERING FLASHING AT CORNER, 6" MIN EACH SIDE. 17. INSTALL FIBER CEMENT TRIM BOARD ABOVE CONCRETE SURFACE, LEAVING 1/4" FOR BACKER ROD AND SEALANT. 18, INSTALL BACKER ROD AND SEALANT BELOW OF FIBER CEMENT TRIM BOARD. 19. INSTALL METAL COUNTER FLASHING ABOVE FIBER CEMENT BASE BOARD. ALUMINUM T-BAR SELF -ADHERING FLEXIBLE FLASHING SEALANT AT ALL JOINTS FIBER CEMENT TRIM STEP - E 15. POUR CONCRETE AFTER ENSURING WATERTIGHTNESS OF WATERPROOFING SYSTEM SELF -ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING FIBER CEMENT TRIM SEALANT AT ALL JOINTS 151 CONCETE TOPPING ALUMINUM T-BAR 60 mil ELASTOMERIC MEMBRANE EDGE FLASHING FIBER CEMENT TRIM SELF ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING FIBER CEMENT TRIM SEALANT AT ALL JOINTS 60 mil ELASTOMERIC MEMBRANE SEALANT 12 T-BAR EDGE FLASHING FIBER CEMENT TRIM T-BAR SEAL JOINTS CORNER FLASHI FIBER CEMENT TI STEP - D 12. SET T-BAR AT EDGE OF BALCONY WITH FASTENERS INSTALLED THRU SPACERS. 13. PROVIDE END DAM SEALANT AT ENDS AND CORNERS, 14. SEAL ALL JOINTS AS SHOWN. ELASTOMERIC MEMBRANE SPACERS 11 / SELF -ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING 00 SEALANT AT ALL JOINTS FIBER CEMENT TRIM ................. STEP • C 10. INSTALL MIN. 60 mil ELASTOMERIC WATERPROOFING MEMBRANE. EXTEND 2" MIN, ABOVE BASE FLASHING. TURN DOWN 1 1/2" AT EDGE FLASHING. 11. INSTALL SPACERS AT 12" O.C. MIN. AND AT EDGES. FLEXIBLE FLASHING OR PREFABRICATED WELDED MET/ L FLASHING b, FIBER CEMENT TRIM / 7 I METAL FLASHING u EDGE FLASHING FIBER CEMENT TRIM 3" NOTE: DO NOT USE MASTIC UNDER THE ELASTOMERIC WATERPROOFING MEMBRANE SEALANT 9 FIBER CEMENT TRIM 5 METAL EDGE FLASHING 6 STEP - B 5. INSTALL 31/2" FIBER CEMENT TRIM AS SHOWN. REFER TO ELEVATIONS FOR SIZE. .................. 6. INSTALL CONTINUOUS METAL EDGE FLASHING. 7. INSTALL CONTINUOUS METAL BASE FLASHING ALONG THE PERIMETER OF BALCONY, REFER TO DETAIL FOR SIZE. 8. INSTALL CORNER FLASHING ON BED OF URETHANE SEALANT (DO NOT USE MASTIC). REFER TO DETAIL FOR SIZE. 9. SEAL ALL JOINTS AS SHOWN. BUILDING WRAP 3 j PRIME THIS AREA SELF-ADHERINGFLEXIBLE OR PREFABRICATED WELDED METAL FLASHING. BALCONY WOOD DECK BUILDING WRAP FIBER CEMENT TRIM (2) 2x4 NAILER 27 FIBER CEMENT TRIM NOTCH DECK TO RECEIVE TRIM %, SELF-ADHERINGFLEXIBLE OR PREFABRICATED METAL 4 FLASHING AS SHOWN. /`gip FIBER CEMENT TRIM L!j2 — STEP - A 1. AFTER BUILDING WRAP IS INSTALLED ALONG BALCONY PERIMETER, FOLD UP AND TEMPORARILY SECURE, 2. INSTALL 5/4 FIBER CEMENT TRIM. 51/2" WIDTH AT FACE UNLESS NOTED OTHERWISE ON ELEVATIONS. NOTCH THE BALCONY DECK CORNER TO INSTALL FIBER CEMENT TRIM FLUSH WITH THE WALL AS SHOWN, 3, PRIME ALL SURFACES AS REQUIRED IN PREPARATION FOR WATERPROOFING SYSTEM. 4. INSTALL SELF -ADHERING FLEXIBLE OR PREFABRICATED WELDED METAL FLASHING AS SHOWN. 3FO UME a a a Q 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 A AR0017018 i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 _Owner Review Set 02117/22 Permit Set PROJECT NO. 4097 Apartments - Flashing Details A7,95 1-1/2" = 11W0„ I o I FIBER CEMENT BOARD ASPHALT ROOF SHINGLE ROOF SHINGLE STARTER STEP FLASHING CONT. SEALANT STEP F: 14. INSTALL 7" WIDE ROOF SHINGLE STARTER PIECE PER ASPHALT ROOF SHINGLE MANUFACTURER INSTRUCTIONS. 15. INSTALL ASPHALT ROOF SHINGLE PER MANUFACTURER INSTRUCTIONS. 16. INSTALL 5"X5" STEP FLASHING PER ROOF SHINGLES MANUFACTURER INSTRUCTIONS. 17, INSTALL 2X FIBER CEMENT BOARD UNDER PREVIOUSLY INSTALLED COUNTER "Z" FLASHING, 2" ABOVE ROOF SHINGLES, 18. SEAL ALL VERTICAL JOINTS. UNFOLD BUILDING WRAP SEAM TAPE KICKOUT FLASHING FIBER CEMENT SIDING STEP D: 10. UNFOLD BUILDING WRAP OVER SELF ADHERING MEMBRANE. 11. INSTALL 4" SEAM TAPE OVER BUTTERFLY SECTION, SEAM TAPE SHALL COVER BUILDING WRAP CUTS. 12. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTION. 13. INSTALL KICKOUT FLASHING AS SHOWN ULav i Vu OR CUT AND SOLDER STEP 2 1'-511/1 fi" vV 1 VI\ UL-11S / L.119L. KICK -OUT FLASHING BEND LINES LJL.JIII dV OR CUT AND SOLDER STEP 3 STEP 1 ROOF SLOPE BENT 900 FABRICATE WELDED METAL KICK -OUT FLASHING AT ROOF EDGE TO WALL INTERSECTION AS SHOWN. SELF -ADHERING MEMBRANE COUNTER "Z" FLASHING ROOF UNDERLAYMENT STEP C: 10. INSTALL ROOF UNDERLAYMENT PER BUILDING CODES REQUIREMENTS OVER ROOF DECK AND 5" UP OVER PREVIOUSLY PRIMED WALL SHEATHING. 11. INSTALL COUNTER "Z" FLASHING 5" ABOVE ROOF DECK AND OVER PREVIOUSLY INSTALLED FIBER CEMENT TRIM. 12. INSTALL SELF ADHERING OVER COUNTER "Z" FLASHING. SELF ADHERING MEMBRANE DRIP EDGE ALUMINUM FASCIA FIBER CEMENT TRIM STEP B: 6. INSTALL 1x2 FIBER CEMENT TRIM PIECE FROM THE LOWER EDGE OF THE FASCIA AND UP TO 5" OVER THE TOP OF ROOF EAVE. CUT TOP PORTION AS SHOWN TO FORM A 90° ANGLE FROM ROOF EAVE TO SET SHAPE FOR KICK -OUT FLASHING. 7. INSTALL ALUMINUM FASCIA CLADDING AS SHOWN, REFER TO ELEVATION FOR SIZE 8. INSTALL DRIP EDGE OVER ROOF DECK 9. INSTALL SELF -ADHERING OVER DRIP EDGE AS SHOWN. STEP A: 1. INSTALL BUILDING WRAP ON WALL SHEATHING. 2. CUT THROUGH BUILDING WRAP AS SHOW IN THE DIAGRAM. 3. FOLD FLAP UP AND TEMPORARILY SECURE. 4. APPLY PRIMER ON THE WALL SHEATHING IN PREPARATION FOR WATERPROOFING SYSTEM. 5. INSTALL SELF ADHERING FLEXIBLE FLASHING AT THE EAVE TO SIDE WALL INTERSECTION. )P NG WRAP NG THIS AREA :ING JILDING WRAP ADHERING LE FLASHING VG WRAP FO UME ARCHITECTURE & INTERIOR DESIGN, INC. 11/24/21 12/23/21 -- 02117/22 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 AR97193 vwwv.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 100% DD Set _ Owner Review Set Permit Set 0 SHEET REVISIONS: PROJECT NO. IE Apartments - Flashing Details 4097 Flashin Details - Roof to Sidewall at Fiber Cement Flashing 1-1/2" = V-0" A7,96 Sill Detail HOISTWAY DOOR ASSEMBLY SILL SUPPORT PER ELEVATOR MANUFACTURER HOISTWAY� ill = 1 1-011 GORRIDOR ADA COMPLIANT THRESHOLD B<FW>-i ELEVATOR MANUFACTURER 1 HOUR JOINT SYSTEM Header /Sill Detail at Corridor HOISTWAY HOISTWAY DOOR ASSEMBLY; - COORDINATE DOOR, THRESHOLD & JAMB W/ ELEVATOR MANUFACTURER. GC TO COORDINATE CONSTRUCTION OPENING WITH ELEVATOR MANUFACTURER REQUIREMENTS. PROVIDE INFILL TO MAINTAIN REQUIRED SHAFT FIRE RATING SILL SUPPORT PER ELEVATOR MANUFACTURER AL CHANNEL PRE-ENGINEERED TRUSS PER STRUCTURAL / LINTEL PER STRUCTURAL v a �4 1 C � A DOOR ASSEMBLY - G0RRIDOR 1 11 = 1 1-011 CORRIDOR CONCRETE SLAB AND FOUNDATION PER STRUCTURAL 0 • 0 sma Elevator Plan - Fourth Floor 1 /411 = 11-011 x Elevator Plan -Second &Third Floor 0 2" - 0 CORRIDOR 1 /411 = 1 1-011 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.11 AND A9.21 FOR DOOR AND WINDOW SCHEDULES D REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, REFER TO SECTIONS AND DETAILS E MAINTAIN MAX 2% SLOPE IN ALL DIRECTIONS AT BREEZEWAYS AND LANDINGS, UNO F PROJECT DESIGNED TO BASIS -OF -DESIGN ELEVATOR LISTED IN SPECIFICATION SECTION 142100 MEETING APPLICABLE BUILDING CODE REQUIREMENTS AND ASME A17.1, ANY PROPOSED SUBSTITUTION MAY REQUIRE REVISION TO HOISTWAY DIMENSIONS, PIT DEPTH, CONTROL ROOM DIMENSIONS AND LOCATION, OVERRUN HEIGHT, ETC, G ALL OPENINGS THROUGH RATED ELEVATOR HOISTWAY SHALL BE EQUIPPED WITH 90 MIN OPENING PROTECTIVE PER FBC 1705.1.2 KEYNOTES 01 SUMP PIT PER STRUCTURAL DRAWINGS 02 ELEVATOR PIT PER STRUCTURAL DRAWINGS 03 SERVICE LIGHT, COORDINATE WITH ELEVATOR MANUFACTURER 04 OSHA APPROVED SERVICE LADDER AT ELEVATOR PIT, COORDINATE WITH ELEVATOR MANUFACTURER 05 SWITCH FOR SERVICE LIGHT, COORDINATE WITH ELEVATOR MANUFACTURER 06 HOISTWAY DOOR ASSEMBLY PER ELEVATOR MANUFACTURER 07 PERMANENT HOISTWAY BEAM, COORDINATE SIZE AND MOUNTING HEIGHT WITH ELEVATOR MANUFACTURER 08 WATERPROOFING AT ELEVATOR PIT, REFER TO SPECIFICATION SECTION 071330 09 STEEL SILL SUPPORT / GROUT STOP, COORDINATE WITH ELEVATOR MANUFACTURER 10 ADA COMPLIANT ELEVATOR THRESHOLD PER ELEVATOR MFR. roFO a v m b e ARCHITECTURE & a U 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 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set L 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Elevator Plans, Sections & Details Sill Detail 1 11 = 11-011 Elevator Section 1 /411 = 11-011 Elevator Plan - First Floor 1 /411 = 11-011 A8.01 Stair Plan - Second Floor Plan Third Floor Similar 1 /411 = 11-011 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A9.11 AND A9.21 FOR DOOR AND WINDOW SCHEDULES D CONTRACTOR AND STAIR MFR TO FIELD VERIFY FLOOR HEIGHT AND NUMBER OF RISERS INDICATED ON DRAWINGS E CONTRACTOR AND STAIR MFR SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BUILDING TO PROVIDE STABLE STAIR INSTALLATION, VERIFY ALL STAIR AND STAIR ENCLOSURE DIMENSIONS IN FIELD PRIOR TO FABRICATION F RAILINGS, HANDRAILS, AND GUARDRAILS SHALL BE ALUMINUM, REFER TO SPECIFICATION 055213, SEPARATE DISSIMILAR METALS WITH NEOPRENE GASKET / RUBBER MASTIC COMPOUNDS G REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, REFER TO SECTIONS AND DETAILS H NO FIELD WELDING ON STRINGERS, RISERS, OR RAILS KEYNOTES 01 1-1/2" DIA HANDRAIL MOUNTED AT 36" ABOVE STAIR THREAD NOSING, INSTALLED TO PROVIDE MIN 2.114" SPACE BETWEEN HANDRAIL AND FINISHED WALL AND TO RESIST 200 PLF IN ALL DIRECTIONS, 02 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW 03 HANDRAIL EXTENSION, EXTEND 12" MINIMUM AT TOP LANDING, EXTEND EQUAL TO DEPTH OF TREAD AT BOTTOM LANDING, BOTH IN THE SAME DIRECTION OF THE STAIR FLIGHT 04 CANE RAIL UNDER STAIRS, RETURN TO WALL. PROVIDE CANE RAIL WHERE HEAD HEIGHT BENEATH STAIR IS < 80"AFF 05 STAND PIPE AND ACCESS PANEL, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 06 LOW ROOF, ROOF SLOPE 5:12, UNO, REFER TO ELEVATIONS 07 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS, SLOPE SLAB TO DRAIN, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, MOUNTED AT 4-1/2" AFF, UNO 08 DOOR PER SCHEDULE 09 WINDOW PER SCHEDULE 9 X ,n a :c a c c FO UM E 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 A ©nnA 7n4 0 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 .. Owner Review Set 02117122 _,._. ___......__ Permit Set Q SHEET REVISIONS: PROJECT NO. 4097 Building Type I & II - Stair Plans & Section Stair Section 1 /411 = 1 1-011 Stair Plan - Fourth Floor Shown 1 /41V = 1 1-011 Stair Plan - First Floor Shown 1 /411 = 1 1-011 A8.11 12" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL RETURN HANDRAIL TO WALL J ca � z � Q ti a t CL o f- zo Od I— "ski �a o ST Handrail Extension at Top of Stair Run Adjacent to Side Wall 3" = 1'-0" DEPTH OF TREAD MIN FRC STAIR NOSE TO END OF HA RETURN HANDRAIL TO WALL Handrail Extension 10 at Bottom of Stair Run Adjacent to Wall 311= 1'-0" 1'-0" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL RETURN HANDRAIL TO GUARD 0 z is 0 w O LL Z" CL =1 O 0 Handrail Extension at Top of Stair Run on Open Side 3/4" = 1'-0" 1" SQ PICKETS W z J CD z Q�NN 0 WALKING SURFACE LESS THAN 4" OPENING BETWEEN PICKETS OR BETWEEN PICKET AND ADJACENT WALL Guardrail Refer to Elevation for Specific Details 3" = 1'-0" CMU WALL PER STRUCTURAL PAINT FINISH AT EXPOSED SURFACES STEEL CHANNEL PER STAIR MFR �X 1" METAL DECK LIGHTWEIGHT CONCRETE PER ASSEMBLY 4 . d4 4 d4 ° dd d ANGLE CONNECTION UNDER METAL DECK PER STAIR MFR DECKING SUPPORT PER STAIR MFR POLYMER KOROLATH SHIM, SIZED TO CONNECTION AT METAL TO CONCRETE CONNECTIONS REFER TO STAIR MFR FOR ALL CONNECTIONS DETAILS Stair Landing Connection TOP OF HANDRAIL TO BE CONTINUOUS AT 36" ABOVE ADJACENT STAIR NOSING OR LANDING. STAIR TO RESIST 200 PLF 1 1/2" DIA POWDER COATED ALUMINUM HANDRAIL FASTENERS TO BE STAINLESS STEEL AND ATTACHED PER STAIR MFR CMU WALL PER STRUCTURAL PAINT FINISH AT EXPOSED SURFACES 1/4" MIN Handrail Connection CMU WALL PER STRUCTURAL PAINT FINISH AT EXPOSED SURFACES DEPTH OF TREADS MIN FROM FRONT OF NOSING TO OUTSIDE OF HANDRAIL z J RETURN HANDRAIL U. 1 1/2" DIA HANDRAIL TO BE TO GUARD o U. CONTINUOUS AT 36" ABOVE w O a ADJACENT STAIR NOSING z OR LANDING. STAIR TO RESIST 200 PLF v . c �- ca " z I1 L41 QQ � O U `" GGG 111 5 FASTENERS TO BE STAINLESS- STEEL AND ATTACHED -0 PER STAIR MFR i/Ltlli►lI�l 311 1 1-011 3" = 1'-0" 1 1/2" SQ. POST @ 4'-0" O,C. MAX STRINGER PER STRUCTURAL - STEEL CHANNEL WITH OUT -TURNED FLANGES, PAINT TO MATCH RAILINGS PRE -CAST CONIC. STAIR TREADS SIZE PER STAIR MFR TREAD CONNECTION SIZE PER STAIR MFR SILL SUPPORT, STEEL ANGLE PER STAIR MFR 1" METAL DECK LIGHTWEIGHT CONCRETE PER ASSEMBLY SEAT OF STAIR STEEL CHANNEL PER STAIR MFR ANGLE CLIP TO STAIR PLATE & LANDING FRAME PER STAIR MFR DECKING SUPPORT PER STAIR MFR ANGLE CONNECTION UNDER METAL DECK PER STAIR MFR STEEL CHANNEL PER STAIR MFR REFER TO STAIR MFR FOR ALL MID -LANDING DETAILS 1 S�tir �tB�otomString�rConnection 311 1 1- III 1 112" SQ. POST @ 4'-0" O.C. MAX POLYMER KOROLATH SHIM, q SIZED TO CONNECTION AT METAL TO CONCRETE CONNECTIONS LIGHTWEIGHT CONCRETE — PER ASSEMBLY \ 1" METAL DECK \ AND RISER ED BEITWEEN NG STRINGERS PLATE d E-CAST CONC. STAIR 14 TR S SIZE PER STAIR MFR 4 G '° 1k1ZNERSTA%1RF, COON TRINGER PR TRUCTURAL - L CHANNEL H OUT -TURNED PAINT TO N�ATI�M RAILINGS ANGLE CONNECTION UNDER-----� / METAL DECK PER STAIR MFR DECKING SUPPORT PER STAIR MFR----'Q d STEEL CHANNEL PER STAIR MFR—� 1 ° °. a d [REFER:TO STAIR MFR FOR ALL MID -LANDING DETAILS 0 Stair �tW�i-Landings 1 1/2" SQ. POST @ 4'-0" O,C. MAX STRINGER PER STRUCTURAL - STEEL CHANNEL WITH OUT -TURNED FLANGES, PAINT TO MATCH RAILINGS PRE -CAST CONC, STAIR TREADS SIZE PER STAIR MFR TREAD CONNECTION SIZE PER STAIR MFR SILL SUPPORT, STEEL ANGLE PER STAIR MFR POLYMER KOROLATH SHIM, SIZED TO CONNECTION AT METAL TO CONCRETE CONNECTIONS 4 q q 4 a q d 4 311 1 1-011 4 d 4 q 4 4 4 d Q a q d 4 _ d q J .4 q - q d d 4 ry 4 dr a,d. Lj. 4 4 q ° " FORUME ARCHITECTURE & l 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 " •" '. n 1 1 1` SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17122 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Stair Details Handrail Extension at Bottom of Stair Run to Open Side 3/4" = V-0" Handrail Connection Plan View 311= 1'-0" REFER TO STAIR MFR FOR ALL LANDING DETAILS Stair at Ground Floor 3" —011 C q d u Q A8.12 v FIBER CEMENT LAP CONT SE 5/4 FIBER CEMU PER ELEV, SEALANT AND B ROD AS N DOOR PER SCF Door Jamb at Fiber Cement Lap Siding & Trim FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER STRIP NO SEALANT CONT SEALANT 5/4 FIBER CEMENT TRIM PER ELEVATIONS CONT SEALANT SEALANT AND BACKER ROD AS NEEDED DOORFRAME PER SCHEDULE Door Head at Fiber Cement Lap Siding & Trim EXTERIOR SHEATHING BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING FIBER CEMENT STARTER STRIP METAL FLASHING GAP, NO SEALANT CONT SEALANT SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM 5/4 FIBER CEMENT TRIM GAP, NO SEALANT HEMMED METAL FLASHING CONT SEALANT CONT SEALANT AT ROUGH OPENING TO DOOR FRAME "RUCTURAL PER ASSEMBLY NCHOR iEATHING 1NT AT RETURN LAME iCHEDULE 311 = 11-011 LINTEL PER STRUCTURAL DRAWINGS INSULATION PER ASSEMBLY INTERIOR SHEATHING 1 PT FURRING CONT SEALANT AT RETURN TO DOOR FRAME DOOR PER SCHEDULE 311 = 11-011 _.INTERIOR SHEATHING \Z WOOD FRAMING PER -- b STRUCTURAL DRAWINGS CONT SEALANT i-CASING SELECTED BY OWNER z N CONT SEALANT CONT SEALANT AT ROUGH OPENING TO DOOR FRAME SHIM AS NEEDED,1/4" MAX DOOR & FRAME PER SCHEDULE Door Head at Fiber Cement Lap Siding 311 = 1'-011 EXTERIOR SHEATHING --- BUILDING WRAP FIBER CEMENT LAP SIDING -- - INTERIOR SHEATHING SELF ADHERING FLASHING TO EXTEND-,-- XTEND WOOD FRAMING PER 2" PAST END OF FIBER CEMENT TRIM i `-- _ _ STRUCTURAL DRAWINGS CONT SEALANT CONT SEALANT 514 FIBER CEMENT TRIM ---- CASING SELECTED BY OWNER --� - --CONT SEALANT CONT SEALANT CONT SEALANT AT ROUGH CONT SEALANT AT ROUGH OPENING TO DOOR FRAME OPENING TO DOOR FRAME SHIM AS NEEDED,114" MAX BUILDING WRAP DOOR & FRAME PER SCHEDULE TURNED INTO OPENING Door Jamb at Fiber Cement Lap Siding 311 = 11-011 DOOR TYPES FG F 2P FULL GLASS FLUSH 2-PANEL 0 UNIT DOOR SCHEDULE MARK DESCRIPTION DOOR FME MA TERIAL HDW (SF) RATING REMARKS TYPE SIZE ---- MATERIAL INT/EXT LOCATION W H 1 EXT UNIT ENTRY 2P T-0" T-0" METAL METAL A 21 1-HR 6 2 EXT PATIO I BALCONY FG 3'-0" 7'-0" MTL / GLS METAL B 21 - 1,3 3 INT BEDROOM / BATH 2P 2'-1011 6'-8" WOOD WOOD C - - 5 4 INT CLOSET 2P 2'-10" 6-8" WOOD WOOD D - - 5 5 INT CLOSET 2P 2'-0" 6'-8" WOOD WOOD D - - 6 INT CLOSET 2P 21-8" 6'-8" WOOD WOOD D - - 7 INT MECH 2P 2'-8" 6-8" WOOD WOOD D - - 4,6 8 INT LAUNDRY 2P 2(2'-6") 6-8" WOOD WOOD D - - BUILDING DOOR SCHEDULE - BUILDING TYPE I MARK DESCRIPTION DOOR MATERIEAL HDW (S� RATING REMARKS TYPE SIZE MATERIAL INT/EX T LOCATION W H 1ST 101 EXT BUILDING ENTRANCE FG 2(V-0") 8'-0" MTL / GLS METAL E 24 45 MIN 1,7 FLOOR 102 EXT SIDE ENTRY FG 3'-0" T-0" MTL / GLS METAL F 21 45 MIN 8,9 103 EXT SIDE ENTRY FG 3'-0" 7'-0" MTL / GLS METAL F 21 45 MIN 8,9 104 EXT STAIR (EXT) F 3'-0" 7'-0" METAL METAL J 21 90 MIN 105 EXT STAIR (EXT) F 3'-0" 7'-0" METAL METAL J 21 90 MIN ill INT STAIR (INT) F 3'-0" T-0" METAL METAL K - 90 MIN 112 1 INT STAIR (INT) F Y-0" 7'-0" METAL METAL K - 90 MIN 113 INT BOOSTER PUMP F 2(3'-0") 7'-0" METAL METAL G - 20 MIN 7,10 114 INT DAS F Y-0" 7'-0" METAL METAL 1 - 90 MIN 115 INT MECH F X-0" 7'-0" METAL METAL H - 20 MIN 116 INT ELEC F X-0" 7'-0" METAL METAL G - 45 MIN 2 117 INT ELEC F 3'-0" 7'-0" METAL METAL G - 45 MIN 2 118 INT RISER F 2(2'-6') 7'-0" METAL METAL H - 45 MIN 7 2ND 121 INT STAIRS F 3'-011 7'-0" METAL METAL K - 90 MIN FLOOR 122 INT STAIRS F Y-0" 7'-0" METAL METAL K - 90 MIN 123 INT BUILDING SERVICES F Y-W 7'-0" METAL METAL G - 20 MIN 124 INT DAS F Y-0" T-0" METAL METAL 1 - 20 MIN 125 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN 3RD 131 INT STAIRS F 3'-0" 71-0" METAL METAL K - 90 MIN FLOOR 132 INT STAIRS F 3'-011 T-0" METAL METAL K - 90 MIN 133 INT BUILDING SERVICES F 3'-0" 7'-0" METAL METAL G - 20 MIN 134 INT DAS F 3'-0" 7'-0" METAL METAL 1 - 20 MIN 135 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN 4TH 141 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN FLOOR 142 INT STAIRS F 3'-0" 71-0" METAL METAL K - 90 MIN 143 INT BUILDING SERVICES F X-0" 7'-0" METAL METAL G - 20 MIN 144 INT DAS F 3'-0" 7'-011 METAL METAL 1 - 20 MIN 145 INT ELEV CLOSET F 3'-0" 7'-011 METAL METAL 1 - 20 MIN 146 INT MECH F T-0" 7'4' METAL METAL H - 20 MIN E BUILDING DOOR SCHEDULE - BUILDING TYPE II MARK DESCRIPTION DOOR FRAME MATERIAL HDW AREA (SF) RATING REMARKS TYPE SIZE MATERIAL INT/EX T LOCATION W H 1ST 201 EXT BUILDING ENTRANCE FG 2(3'-0") 8'-0" MTL / GLS METAL E 24 45 MIN 1,7 FLOOR 202 EXT SIDE ENTRY FG 3'-0" T-0" MTL / GLS METAL F 21 45 MIN 819 203 EXT SIDE ENTRY FG T-0" 7'-0" MTL / GLS METAL F 21 45 MIN 8,9 204 EXT STAIR (EXT) F 3'-0" 7'-0" METAL METAL J 21 90 MIN 205 EXT STAIR (EXT) F 3'-0" 7'-0" METAL METAL J 21 90 MIN 211 INT STAIR (INT) F Y-0" 7'-0" METAL METAL K - 90 MIN 212 INT STAIR (INT) F 31-011 7'-011 METAL METAL K - 90 MIN 213 INT BOOSTER PUMP F 2(3'-0") 7'-0" METAL METAL G - 20 MIN 7,10 214 INT DAS F 3'-0" 71-0" METAL METAL 1 - 90 MIN 215 INT MECH F Y-0" 7'-0" METAL METAL H - 20 MIN 216 INT ELEC F X-O" 7'-0" METAL METAL G - 45 MIN 217 INT ELEC F V-0" 7'-0" METAL METAL G - 45 MIN 218 INT RISER F 2(2'-6') 7'-0" METAL METAL H - 45 MIN 7 2ND 221 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN FLOOR 222 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN 223 INT BUILDING SERVICES F X-0" 71-0" METAL METAL G - 20 MIN 224 INT DAS F X-0" T0" METAL METAL 1 - 20 MIN r225 INT MECH F 3'-0" 71-0" METAL METAL H - 20 MIN 3RD 231 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN FLOOR 232 INT STAIRS F T-0" T-0" METAL METAL K - 90 MIN 233 INT BUILDING SERVICES F 3'-0" 7'4" METAL METAL G - 20 MIN 234 INT DAS F 3'-0" 7'-0" METAL METAL K - 20 MIN 235 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN 4TH 241 INT STAIRS F T-0" T0" METAL METAL K - 90 MIN FLOOR 242 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN 243 INT BUILDING SERVICES F X-0" 7'-0" METAL METAL G - 20 MIN 244 INT DAS F X-0" 7%0" METAL METAL 1 - 20 MIN 246 INT ELEV CLOSET F 3'-0" 71-0" METAL METAL 1 - 20 MIN 246 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN SHEET NOTES 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 STATE'S ENERGY CODE OR OTHER APPLICABLE STANDARD. D IF REQUIRED BY NOTE ON A1.02, 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. J FRONT MAIN ENTRANCE DOOR FOR RESIDENTIAL DWELLING UNITS SHALL HAVE DOOR VIEWER(S); TYPICAL ONE VIEWER PER DOOR AT 60" AFF, EXCEPT FOR UNITS REQUIRED TO PROVIDE TWO VIEWERS PER DOOR, ONE AT 60" AFF AND ONE AT 43" AFF MAXIMUM, UNO. K COORDINATE DOORS THAT REQUIRE ELECTRIFIED DOOR HARDWARE WITH CONNECTIONS TO POWER SUPPLIES AND WITH BUILDING SAFETY AND SECURITY SYSTEMS, L THE KEYING SYSTEM TO BE AS INDICATED IN THE SPECIFICATIONS, OR AS SPECIFIED BY THE OWNER. M ALL SWINGING DOOR AND GATES 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. REMARKS 1 INSULATED DOOR 2 SELF -CLOSING, SELF -LATCHING INSULATED DOOR 3 SAFETY GLASS 4 VENT PER MECHANICAL DRAWINGS 5 GC TO VERIFY WITH DOOR MANUFACTURER THAT 34" NOMINAL CLEARANCE IS PROVIDED AT ALL PASS THROUGH DOORS WITHIN UNITS 6 SOLID CORE 7 DOUBLE DOOR WITH ASTRAGAL, WEATHER STRIPPING ALL SIDES, DOOR SWEEP (AUTOMATIC DOOR BOTTOM) 8 REQUIRES AUTOMATIC DOOR BOTTOM (ASSA ABLOY SA3) FULL DOOR WIDTH 9 T-V DOOR WITH SIDELIGHT HARDWARE A. UNIT ENTRY DOOR: 1. KEYED DEADBOLT - THUMBTURN INSIDE 2. LATCHSET: KEYED ENTRY - WITH LEVER HANDLE 3. HINGES: 1 PAIR 4" X 4" PAINTABLE SPRING HINGES AND PAIR 4" X 4" PAINTABLE STANDARD HINGE. 4. KNOCKER I VIEWER. COORDINATE W/ FHFC REQUIREMENTS 5. STOP: CONVEX WALL STOP. 6. SWEEP/SEAL: PROVIDE DOOR BOTTOM SWEEP TO SEAL AT THRESHOLD AND NOT DRAG ON ENTRY FLOORING 7. ADD DOORBELL - SEE ELEC. DRAWINGS B. BALCONYIPATIO DOOR 1. DEADBOLT - THUMBTURN INSIDE, BLIND OUTSIDE 2, LEVER STYLE LATCHSET: PASSAGE 3. HINGES:1 PAIR 4" X 4" PAINTABLE SPRING HINGES AND '/ PAIR 4" X 4" PAINTABLE STANDARD HINGE. 4. STOP: ADJUSTABLE DOME 5. SWEEP/SEAL: PROVIDE DOOR BOTTOM SWEEP TO SEAL AT THRESHOLD AND NOT DRAG ON FLOORING C. BEDROOM AND BATHROOM DOORS: 1. LATCHSET: PRIVACY LATCH. 2. HINGES: 1 Y PAIR 3'W X 3'Y2" PAINTABLE STANDARD HINGES. 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION. 4. PROVIDE UNDERCUT AT BEDROOM AND HALL DOORS PER MECHANICAL. D. ALL OTHER INTERIOR SWING DOORS (INCLUDING LINEN CLOSET): 1. LATCHSET: PASSAGE LATCH. 2. HINGES: 1 % PAIR 3'Y2" X 3'Y2" PAINTABLE STANDARD HINGES. 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION, E. BUILDING ENTRY DOOR: 1. PULL AT EXTERIOR W/ MAGNETIC KEY / FOB 2. PANIC HARDWARE 3. BOTTOM SWEEP 4. HINGES PER DOOR: (1)PAIR 4" X 4" HINGES AND 1/2 PAIR 4X4 STANDARD HINGE 5. CLOSER 6. KICK PLATE F. BUILDING SIDE ENTRY DOOR: 1. PULL AT EXTERIOR WI MAGNETIC KEY / FOB 2. PANIC HARDWARE 3. BOTTOM SWEEP 4. HINGES PER DOOR: (1)PAIR 4" X 4" HINGES AND 1/2 PAIR 4X4 STANDARD HINGE 5. CLOSER 6. KICK PLATE G. BOOSTER PUMP / BUILDING SERVICES / ELEC CLOSETS: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. PANIC HARDWARE 3. PASSAGE LATCH 4. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 5. BOTTOM SWEEP & DOOR SEAL 6. CLOSER H. RISER / MECH CLOSETS: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. PASSAGE LATCH 3. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 4. BOTTOM SWEEP & DOOR SEAL 5. CLOSER 1. DAS CLOSET/ELEVATOR CLOSET: 1. LATCHSET: PASSAGE LATCH 2. HINGES: (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGES 3. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION J. STAIR - EXTERIOR: 1. PANIC HARDWARE W/ HEAD AND FOOT BOLTS 2. BLIND OUTSIDE (EXIT ONLY FOR SECURITY) 3. BOTTOM SWEEP 4. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE - ADD CONCEALED HINGES FOR SECURITY 5. CLOSER 6. KICK PLATE K. STAIR- INTERIOR: 1. PANIC HARDWARE 2. PASSAGE LATCH 3. BOTTOM SWEEP 4. (1) PAIR 4" X 4" HINGES AND '/ PAIR 4X4 STANDARD HINGE 5, CLOSER 6. KICK PLATE FO UM 0 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 A Mf1r) 17r14 O SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 U z Apartments - Door Schedules & Details A9.11 BUILDING WINDOW SCHEDULE - BUILDING TYPE I UNIT WINDOW SCHEDULE WINDOW TYPES SHEET NOTES CONTINUED SHEET NOTES FIBER CEMENT LAP SIDING — SELF ADHERING FLASHING — METAL FLASHING — FIBER CEMENT STARTER STRIP — NO SEALANT— CONT SEALANT- 6/4 FIBER CEMENT TRIM — PER ELEVATIONS CONT SEALANT — SEALANT AND BACKER — ROD AS NEEDED WINDOW PER SCHEDULE — Window Head 12 at Fiber Cement Lap Siding' FIBER CEMENT LAP SIDING CONT SEALANT 5/4 FIBER CEMENT TRIM PER ELEVATIONS CONT SEALANT SEALANT AND BACKER ROD AS NEEDED Window Jamb �! at Fiber Cement Lap Siding WINDOW PER SCHEDULE---.,. LIQUID APPLIED FLASHING PER---,,,, MFR RECOMMENDATIONS SHIM AS NEEDED, 1/4" MAX--,,, CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME­�� CONT SEALANT---,--. PRECAST SILL SET—",- 4 IN FULL MORTAR BED F CONT SEALANT WITH--/ BACKER ROD AS NEEDED ai FIBER CEMENT TRIM---' CONT SEALANT U) FIBER CEMENT LAP SIDING---- Window w sill I IJJ at Fiber Cement Lap Siding MARK DESC TYPE W H HD HT AREA (SF) REMARKS AA F 3 T-Ow V-0" 81-011 18 SEE SHEET NOTE E 138 F 4 3-41 31.0" 9 SEE ELEVATION - I BUILDING WINDOW SCHEDULE BUILDING TYPE 11 MARK DESC TYPE W H HD HT ARF)EA (S REMARKS CC F 3 31.0" 61-0ff 81-011 18 SEE SHEET NOTE E DD F 4 31-0" x-o" 9 SEE ELEVATION - I BUILDING WRAP - STONE VENEER ---INTERIOR SHEATHING MORTAR SETTING BED EL PER STRUCTURAL CEMENT PLASTER SCRATCH COAT LINT DRAWINGS INSULATION PER ASSEMBLY MORTAR JOINTS LATH PER SPECIFICATIONS -CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME ASPHALT PAPER PTWOOD BUCK CONT SEALANT W/ BACKER LIQUID APPLIED FLASHING ROD AS NEEDED PER MFR RECOMMENDATIONS HARD COAT FOAM BAND W/ DRIP ____----PT FURRING PER ELEVATIONS -SLOPE TOP 150 MIN SELF ADHERING FLASHING — CASING BEAD — GAP, NO SEALANT -CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME METAL FLASHING— PK -CONT SEALANT AT RETURN CONT SEALANT TO WINDOW FRAMESHIM AS NEEDED, 1/4" MAX CONT SEALANT BEHIND WINDOW FIN Window Head 311 1 I -Off 9 at Stone Veneer & Foam Band EXTERIOR SHEATHING BUILDING WRAP INTERIOR SHEATHING STONE VENEER _----CMU PER STRUCTURAL CEMENT PLASTER SCRATCH COAT DRAWINGS MORTAR SETTING BED _----INSULATION PER ASSEMBLY ASPHALT PAPER CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT W/ BACKER FIT WOOD BUCK ROD AS NEEDED LATH PER SPECIFICATIONS LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS SELF ADHERING FLASHING——, -------PT FURRING CASING BEAD HARD COAT FOAM BAND PER ELEVATIONS CONT SEALANT W/ BACKER Rnn Aq Kjppnpn -CONT SEALANT AT ROUGH I xK<1 OPENING TO WINDOW FRAME CONT SEALANT--"Z -CONT SEALANT AT RETURN BEHIND WINDOW FIN TO WINDOW FRAME --WINDOW PER SCHEDULE Window Jamb 311 = 11-01, at Stone Veneer & Foam Band CONT SEALANT AT SILL WINDOW PER SCHEDULE TO WINDOW FRAME SHIM AS NEEDED, 1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2- MIN, GAPS CONT SEALANT W/ BACKER ROD AS NEEDED CONT SEALANT CASING BEAD HARD COAT FOAM BAND PER APRON & SILL ELEVATIONS SLOPE TOP 150 MIN SELECTED BY OWNER SELF ADHERING FLASHING— CONT SEALANT PT FURRING CONT SEALANT W/ BACKER----,,., ROD AS NEEDED 2X PT WOOD BLOCKING ASPHALT PAPER INTERIOR SHEATHING LATH PER SPECIFICATIONS INSULATION PER ASSEMBLY MORTAR SETTING BED CMU PER ARCHITECTURAL MORTAR JOINTS Tl� CEMENT PLASTER SCRATCH COAT STONE VENEER BUILDING WRAP Window Sill 311 = 1 1-011 at Stone Veneer & Foam Band tr MARK DESC TYPE W H HD HT ARF)EA (S REMARKS A SH 1 3!-Ofl 61-011 V.0" 18 B SH 2 V-0" V-0" 8'-0" 36 C SH 1 2'-0' 4'A" 8'.0" 9 D SH 1 2-6" 4'-8" V-0" 12 RIOR SHEATHING ER PER STRUCTURAL DRAWINGS UOR SHEATHING AS NEEDED, 1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 311 = 11-011 —INTERIOR SHEATHING —WOOD FRAMING PER STRUCTURAL DRAWINGS —SHIM AS NEEDED, 1/4" MAX —BUILDING WRAP CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 311 = 1 I-0fI CONT SEALANT AT SILL TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME WOODEN BACK DAM SELF ADHERING FLASHING, WRAPPED INTO ROUGH OPENING AND OVER WOODEN BACK DAM CONT SEALANT APRON & SILL SELECTED BY OWNER CONT SEALANT WOOD FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING EXTERIOR SHEATHING 311 11-011 G WINDOWS SHALL MEET ALL FEDERAL STATE AND LOCAL A MATERIALS TYPES STYLES SIZES AND FINISHES FOR WINDOWS TO BE EXTERIOR SHEATHING BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM CONT SEALANT 5/4 FIBER CEMENT TRIM SLOPE TOP AT 15" METAL FLASHING GAP, NO SEALANT CONT SEALANT CONT SEALANT BEHIND WINDOW FIN O , , , , , , REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, WHERE CLEAR FLOOR SPACE, HEIGHT OF OPERABLE PARTS, AND FORCE APPLICABLE, UNLESS OTHERWISE DIRECTED BY THE OWNER AND REQUIRED TO ACTIVATE OPERABLE PARTS. APPROVED BY THE ARCHITECT. INSTALL WINDOWS LEVEL, PLUMB, H ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH THE SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER PRESSURES LISTED THAT MEET OR EXCEED THE REQUIRED PRESSURE RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT O FOR THE PROJECT AND BEAR A WDMA OR OTHER APPROVED LABEL CONSTRUCTION. COMPLY WITH DRAWINGS, MANUFACTURERS WRITTEN IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, INSTRUCTIONS, AND ALL APPLICABLE CODES. AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE B ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED, COMPLIANCE WITH THE REQUIREMENT OF AAMA/WDMA 101/l.S.2/NAFS. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH J EMERGENCY ESCAPE AND RESCUE OPENINGS: IF REQUIRED, WINDOWS THE STATE'S ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED TO BE INDICATED AS "EMERGENCY EGRESS" ON THE DRAWINGS SHALL ENERGY STAR QUALIFIED, WHERE SPECIFIED. IF REQUIRED, THE O COMPLY WITH APPLICABLE CODE REQUIREMENTS. CRITERIA FOR U-FACTOR AND SHGC: SHALL BE AS INDICATED ON THE DRAWINGS OR AS OTHERWISE SPECIFIED. K WINDOW FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC C IF REQUIRED BY NOTE ON A1.02, WINDOWS SHALL BE IMPACT RATED AND MAY NOT REFLECT THE ACTUAL WINDOW PROFILE PER THE AND COMPLY WITH APPLICABLE CODE AND THE AHJ. WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION D IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE PER SPECIFICATIONS AND DETAILS INDICATED ON THE DRAWINGS. CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. REFER TO L THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE THE DOOR AND WINDOW SHEETS FOR FIRE -RATED LOCATIONS. ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION, THE SUBMITTAL E GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED BY THE BUILDING SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS CODE, SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH RELATIVE TO THE CONDITIONS INDICATED AND AS NOTED ION THE THE BUILDING CODE AND CPSC 116 CFR 1201 OR ANSI Z97.1 AS SPECIFICATIONS. APPROPRIATE. REFER TO DOOR AND WINDOW SHEETS FOR HAZARDOUS LOCATIONS, F OPERABLE WINDOWS, WHERE THE OPENING OF THE SILL PORTION IS MORE THAN 72"ABOVE THE FINISHED GRADE AND LESS THAN 24"ABOVE THE FINISHED FLOOR SURFACE, SHALL HAVE WINDOW OPENING CONTROL DEVICES (WOOD) COMPLIANT WITH ASTM F 2090. EXTERIOR SHEATHING BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM FIBER CEMENT STARTER STRIP HEADER PER STRUCTURAL DRAWINGS GAP, NO SEALANT_, ---HEADER PER STRUCTURAL DRAWINGS -- INTERIOR SHEATHING METAL FLASHING --------INTERIOR SHEATHING ?�i SHIM AS NEEDED, 1/4' MAX 'MAX SHIM AS NEEDED, 1/4f CONT SEALANT 5/4 FIBER CEMENT METAL FLASHING nl r% GAP, NO SEALANT 11 CONT SEALANT AT ROUGH CONT SEALANT ---------CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT OPENING TO WINDOW FRAME CONT SEALANT AT RETURN BEHIND WINDOW FIN CONT SEALANT AT RETURN TO WINDOW FRAME TO WINDOW FRAME A ------WINDOW PER SCHEDULE WINDOW PER SCHEDULE Window Head at Fiber Cement Panel EXTERIOR SHEATHING - BUILDING WRAP - (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL - SELF ADHERING FLASHING - TO EXTEND 2" PAST END OF FIBER CEMENT TRIM CONT SEALANT- 5/4 FIBER CEMENT TRIM- CONT SEALANT - BEHIND WINDOW FIN CONT SEALANT WITH - BACKER ROD AS NEEDED 311 11-off --INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL DRAWINGS SHIM AS NEEDED 1/4" MAX >-< 1 BUILDING WRAP, 1 I ---- FOLD INTO OPENING Window Jamb at Fiber Cement Panel WINDOW PER SCHEDULE SHIM AS NEEDED, 1/4"MAX CONT SEALANT W/ BACKER ROD AS NEEDED DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2" MIN. GAPS 6/4 FIBER CEMENT TRIM SLOPE TOP AT 150 CONT SEALANT SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM FIBER CEMENT PANEL BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) EXTERIOR SHEATHING. Window Sill ' at Fiber Cement Panel CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3v1 = 1 1-011 CONT SEALANT AT SILL TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME SELF ADHERING FLASHING, FOLD INTO OPENING CONT SEALANT APRON & SILL SELECTED BY OWNER CONT SEALANT WOOD FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING 311 = 1 1-011 Window Head at Fiber Cement Lap Siding EXTERIOR SHEATHING BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM CONT SEALANT 5/4 FIBER CEMENT TRIM CONT SEALANT BEHIND WINDOW FIN CONT SEALANT WITH BACKER ROD AS NEEDED Window Jamb ' at Fiber Cement Lap Siding WINDOW PER SCHEDULE SHIM AS NEEDED, 1/4' MAX CONT SEALANT W/ BACKER ROD AS NEEDED DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2' MIN. GAPS 5/4 FIBER CEMENT TRIM SLOPE TOP AT 150 CONT SEALANT SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM FIBER CEMENT LAP SIDING BUILDING WRAP EXTERIOR SHEATHING Window Sill at Fiber Cement Lap Siding 311 0-011 N --INTERIOR SHEATHING _---WOOD FRAMING PER STRUCTURAL DRAWINGS SHIM AS NEEDED, 1/4" MAX BUILDING WRAP, FOLD INTO OPENING CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3" = 1 1-011 CONT SEALANT AT SILL TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME SELF ADHERING FLASHING, FOLD INTO OPENING CONT SEALANT APRON & BILL SELECTED BY OWNER CONT SEALANT WOOD FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING 311=11-011 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 MdntvrP SET DISTRIBUTIONS: 11124/21 100% DD Set L 12/23/21 Owner Review Set —0 2' 7-/ 2' 2 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Window Schedules & Details A9.21 SHEET NOTES 0 EXTERIOR SHEATHING -------- BUILDING WRAP-----___ FIBER CEMENT LAP SIDING. SELF -ADHERING FLASHING PRE -STRIP BUILDING WRAP INTO ROUGH OPENING METAL FLASHING SELF -ADHERING FLASHING TO EXTEND-- 2" PAST END OF FIBER CEMENT TRIM T FIBER CEMENT STARTER STRIP — GAP, NO SEALANT --- —A CONT SEALANT 5/4 FIBER CEMENT TRIM GAP, NO SEALANT HEMMED METAL FLASHING CONT SEALANT CONT SEALANT WITH BACKER ROD AS NEEDED Storefront Head at Fiber Cement Lap Siding EXTERIOR SHEA BUILDING FIBER CEMENT LAP Ic CONT SEALANT 5/4 FIBER CEMENT CONT SEALANT WITH BACKER ROD AS NEEDED CONT SEALANT WITH BACKER ROD AS NEEDED Storefront Jamb at Fiber Cement Lap Siding STOREFRONT STOREF SYSTEM PER SCHI STOREFRONT SYSTEM PER SCHI ALUMINUM THRESHOL IN TWO CONTINUOUS BEADS OF SEALANT. ADA COMPLIANT (112" MAX HEIGHT & 2:1 BEVELS) CONTINUOUS BITUMINOUS EXPANSION JOINT SLOPE - 411 C d d .y � d 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. HEADER PER STRUCTURAL DRAWINGS C IF REQUIRED, STOREFRONT SYSTEM SHALL BE IMPACT RATED AND INTERIOR SHEATHING COMPLY WITH APPLICABLE CODE AND THE AHJ. SHIM AS NEEDED,1/4" MAX D THE CONTRACTOR MUST SUBMIT PROPOSED STOREFRONTS AND ENTRANCES TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. BUILDING WRAP, FOLD INTO OPENING THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED. CONT SEALANT WITH BACKER ROD AS NEEDED 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 CONT INTERIOR SEALANT AT RETURN RESPONSIBLE FOR THEIR PREPARATION AND SUBMITTED TO THE TO STOREFRONT FRAME ARCHITECT BY THE CONTRACTOR. STOREFRONT SYSTEM 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 3" = 1'-011 SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND "CPSC 16 CFR 1201" OR "ANSI Z97.1" AS APPROPRIATE. INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL DRAWINGS SHIM AS NEEDED,1/4" MAX BUILDING WRAP, FOLD INTO OPENING CONT SEALANT WITH BACKER ROD AS NEEDED CONT INTERIOR SEALANT AT RETURN TO STOREFRONT FRAME STOREFRONT SYSTEM DOOR SYSTEM PER SCHEDULE BOTTOM DOOR SEAL WITH AUTOMATIC SWEEP FLOORING PER INTERIOR FINISH SCHEDULE / NOTES v � CONCRETE SLAB / FOUNDATION6 41 d o Storefront at Door T-3" 1,1'-9" co c CV KIE3MIQ PER PLAN TOP OF SLAB FO UMN 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 I 02/17/2022 Karen V McIntyre ARnnl 7n1 R SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set I 22117/2-2 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 U Z Apartments - Storefront Schedule & Details 4 Exterior Storefront Elevations 1/4" = 1'-0" A9.31 FORUME LEGEND I SPECIFICATIONS I GENERAL NOTES DIRECTION OF FLOW IN PIPE PART 1 - GENERAL PART 2 - PRODUCTS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. PITCH PIPE DOWN IN DIRECTION OF ARROW 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 A. MANUFACTURERS: 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND --O-O PIPE UP SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL A.1 B-LINE REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF REQUIREMENTS. A.2 OTHER ACCEPTABLE MANUFACTURERS OFFERING CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY EQUIVALENT PRODUCTS. INSTALLED ON THE SITE. ^, PIPE DOWN 1.2 SCOPE A.2.1 MICHIGAN HANGER A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, A.2.2 PHD 3. ALL DRAINAGE PIPING 2j" AND LARGER SHALL HAVE A MINIMUM j" PER FOOT ----[EJ- EXPANSION JOINT EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND A5 SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SMALL HAVE A MINIMUM" PER CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE 2.2 PIPING INSULATION: FOOT SLOPE, UNLESS OTHERWISE NOTED. SUPERVISION, OPERATION, METHODS AND LABOR FOR THE A. RESIDENTIAL UNITS: (FBC ENERGY CODE SECTION R403.5.3) FLEXIBLE PIPE CONNECTOR FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL A.A. HOT WATER PIPING 3/4 AND LARGER = R-3 MINIMUM FOR 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR PLUMBING INSTALLATION. THE FIRST 8' OF PIPING. LOCATIONS. --ICI-- BALL VALVE A.B. HOT WATER RETURN PIPING = R-3. IF A HOT WATER B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE CIRCULATION SYSTEM IS INSTALLED THE ENTIRE LENGTH OF 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE _ ----�I-- CHECK VALVE, HORIZONTAL SWING INTENDED TO CONVEY THE SCOPE THE INSTALLATION AND TO THE HOT WATER SUPPLY PIPING AND RETURN PIPING LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. SHALL BE INSULATED (R-3). ---D4-- GATE VALVE BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE B. COMMERCIAL SPACE: (FBC ENERGY CODE C404.4) 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING B.A. ALL HOT WATER PIPING TO BE INSULATED PER TABLE C403.2.10 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND -n"ir-- BUTTERFLY VALVE THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND B.B. HOT WATER RETURN PIPING TO BE INSULATED PER TABLE CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY --p®�----- GLOBE VALVE SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE C403.2.10 DISCREPANCIES. DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER C. ALL COMMERCIAL HOT WATER SYSTEMS SHALL BE EQUIPPED WITH BALANCING VALVE SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. A CIRCULATING PUMP PER FBC-ENERGY EFFICENCY CODE SECTION 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS C404.6 SPECIFIED. ----i��- BALANCING COCK C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE D. ALL PIPING WITHIN THE ATTIC OR UNCONDITIONED SPACE SHALL BE INSULATED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND E. MANUFACTURERS: WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. - STRAINER, Y-TYPE AND BLOWOFF VALVE DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT A.1 OWENS CORNING ,, RV PRESSURE RELIEF VALVE (WATER) PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE A.2 JOHNS MANVILLE 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH N0 CHANGES IN SIZING. INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT A.3 KNAUF F. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS --}- PRESSURE REDUCING VALVE SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH N0 INSULATION. 'K' VALUE 0 75 DEGREES F. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING All NECESSARY SUPPORTING �, PRV ADDITIONAL COST INCURRED. .024 G. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR �MAV D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. OTHERWISE. MANUAL AIR VENT OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL 2.3 PIPING: DRAINAGE, WASTE &VENT PIPING 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL A. PVC: ASTM D2665 SCHEDULE 40 PVC SOLID WALL PIPING. FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR SOLENOID VALVE MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF MANUFACTURERS RECOMMENDATIONS. A.2 JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN VALVE OS & Y BE INSTALLED IN ACCORDANCE WITH ASTM D2855. A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. B. FIRE WRAPPED PVC OR CAST IRON PIPING TO BE USED IN ALL HOUSE DRAIN OR STACK CONNECTION). E CAPPED LINE TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION PLENUM SPACES. OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF C. FOAM CORE SCHEDULE 40 DWV PIPE IS NOT AN ACCEPTABLE 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE --- SAN SANITARY SEWER (ABOVE GRADE) THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR ALTERNATE TO STANDARD SCHEDULE 40 PVC. NATIONAL. SANITATION FOUNDATION. - -SAN - - SANITARY SEWER (BELOW GRADE) INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER 2.4 PIPING: WATER PIPING 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO A. CPVC PIPING: ASTM F441/F441 M-15 CHLORINATED POLY PLASTIC CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES - DOMESTIC COLD WATER CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. PIPE. SCHEDULE 40 AND 80 HOT AND COLD WATER DISTRIBUTION WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. BP BOOSTED PRESSURE DOMESTIC COLD WATER F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR BUILDING OWNER AND PROJECT OWNER. A.A. IT IS NOT ACCEPTABLE TO ROUTE CPVC PIPING BELOW 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST GRADE OR WITHIN CONCRETE. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL -- DOMESTIC HOT WATER PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT B. PEX PIPING: ASTM F877-18 CROSSUNKED POLYETHYLENE HOT AND FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE - - - - DOMESTIC HOT WATER RETURN ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT 16, PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). OWNER ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. -- - CD - - CONDENSATE DRAIN (BELOW GRADE) 1.3 EXAMINATION OF BIDDING DOCUMENTS: 2.5 PIPING: CONDENSATE PIPING 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE CD CONDENSATE DRAIN (ABOVE GRADE) A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY A. ALL PIPING RECEIVING CONDENSATE OR DRAINAGE FROM ANY TYPE OF MOUNTING HEIGHTS, AND DIMENSIONS. AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR EVAPORATOR PRODUCING COLD WATER SHALL BE INSULATED. - - ST - -- STORM SEWER (BELOW GRADE) RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER 18. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, PART 3 - INSTALLATION LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. ST STORM SEWER (ABOVE GRADE) INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR SEC SECONDARY STORM SEWER CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. 3.1 INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 19. ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF 10'-0" FROM ANY AIR INTAKES. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID - - GR - - GREASE SEWER (BELOW GRADE) DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL 3.2 PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING 20. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY DISSIMILAR METALS. METALS. --- GR GREASE SEWER (ABOVE GRADE) OTHER METHOD. 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND - -SCW - - SOFT COLD WATER 1.4 SUBSTITUTIONS: A. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS 3.4 INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH EQUIPMENT LOCATIONS) TO ARCHITECT ENGINEER FOR REVIEW AND APPROVAL PRIOR VENT BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN USE OF SPACE. TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. - - G - GAS LINE (BELOW GRADE) THE BIDDING DOCUMENTS. 3.5 GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO G GAS LINE (ABOVE GRADE) B. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO 3.6 INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT EQUIPMENT INSTALLED. POINT OF CONNECTION NEW THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. TO EXISTING THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL 23. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, 3.7 PROVIDE CLEARANCE FOR INSTALLATION OF INSULATON AND ACCESS TO DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT 15 POINT OF REMOVAL FOR DEMOLITION THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE VALVES AND FITTINGS. INSTALLED. SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR AT DELTA T (TEMPERATURE DIFFERENCE) INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 3.8 PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE C. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH ARCHITECTURAL SECTION. EXTERIOR SIDE OF THE PIPING. APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET PARTICIPATING BIDDERS. 3.9 ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO 25. IF NO PLUMBING ELEVATION OR INVERT IS NOTED ON PLANS THE MINIMUM DEPTH A = DETAIL NUMBER. ENSURE PROPER SLOPE AND COVER. OF THE PLUMBING TO CIVIL CONNECTION SHALL BE CALCULATED BASED ON THE B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. D. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY FURTHERS POSSIBLE PLUMBING FIXTURE DISTANCE 11MES 1 %. TOTAL LINE SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, 3.10 ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO LENGTH*1 %=DEPTH B.F.F. AT CIVIL POINT OF CONNECTION. THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED NEW WORK TO ENSURE PROPER SLOPE AND COVER. HB HOSE BIBB IN BID DOCUMENTS. FD ® FLOOR DRAIN 3.11 WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING E. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH HD O HUB DRAIN PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO PRIMER TO WELDING. THE CONTRACT WITH THE SUCCESSFUL BIDDER. TD ® TRENCH DRAIN 3.12 EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE F. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED --A-- COMPRESSED AIR (BELOW GRADE) IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE THE ENGINEER. SYSTEM. A COMPRESSED AIR (ABOVE GRADE) 1.5 REGULATORY REQUIREMENTS: 3.13 RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION TO -0---- FLOOR CLEANOUT A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT CENTER OF NEW CEILING TILE. ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND 0 CLEANOUT REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. 3.14 TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE WITH B. CONFORM TO THE 2020 FLORIDA PLUMBING CODE. THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE COUPLING 0 EXTERIOR CLEANOUT C. CONFORM TO THE 2020 FLORIDA FIRE PREVENTION CODE. MANUFACTURER'S PRE-SET TORQUE WRENCH. D. CONFORM TO THE 2020 FLORIDA BUILDING CODE. ----� HORIZONTAL CLEANOUT 3.15 INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR 1.6 CUTTING AND PATCHING: BATTERY OF FIXTURES WHERE QUICK CLOSING VALVES ARE UTILIZED. . PD PAN DRAIN (FROM WATER HEATER) A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ARRESTORS SHALL BE FACTORY FABRICATED AND CONFORM TO ASSE ELEMENTS. 1010. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE FW FILTERED WATER INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ARE B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, SHOCK ABSORBER CUTTING AND PATCHING WHICH EFFECT: FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-G, 61-113 FU'S PDI-D. B.1 STRUCTURAL INTEGRITY OF ELEMENT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. B.2 INTEGRITY OF WEATHER. GD GARBAGE DISPOSAL B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. B.4 VISUAL QUALITIES OF SIGHT. DW DISHWASHER B.5 WORK OF OWNER OR SEPARATE CONTRACTOR. NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. Joseph, Lawpence & Co Consulting Ingineeips 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 i www.forumarchitecture.com 40 Zephyr 0 c N 8 Commons r A nn rfmonfa N N N K 0) M 0 .c 3 c U 0 v 0 City of Zephyrhills, FL 0 c JLC21.0058.00 0 E 0 0 c 0 �N .y Ui c 0 Q 0 v m °c Adam Joseph Barney P.E. #: 69124 CL SET DISTRIBUTIONS: U !t a 0 0 U) 0 ro v c ro U c c rn .N 0 `o 'C Q SHEET REVISIONS: IV .c Q E LL w 0 a 0 a 0 0 m N C 0 U L c ro 0 0 U EDITED BY: SMBIAJB U) N PROJECT N0, 4097 Apartments Symbols, Abbreviations, and General Notes - Plumbing P14.00 I II II -- �� r— — — — _al V L — — — — — — — — — — — - A I II F r------------- I �z x = o c � I III n 0 ! 111 IN --- c� � Z IN o GD') m I I III I III IN II IN o II I III I !!! II r trail K II I I III IN Uzi ., M Z I I I!I IN II II --i I III IN ! II! x IN - I I III 19 I III II ! III IN I III IN I III IN I Site ill IN I I III IN I I III IN I II IN I III IN I III IN !i ill _ll Plan - Plumbing I�I 1 1 1 1 J l i I I !I I 1 � I '. TOP OF BANK_,,._ ------------._. _---._----__---___-- I ! I I FOISTING STONAGE FACILITY I I (7 Stoly, 5, 100 SF) I ! II, II II j _ I I II I 1 1 II I I II I I I II I I II I I 11 ! I � � IllI I I II I I II I� z l I I I IN y I ! y I II Igml ! I o m I I n ti I I I fe w— ! ! rn 1 if = 60'-0" LEGEND iX BUILDING ID NUMBER y 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 O SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. U2 POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O FIRE SPRINKLER SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. C*I Joseph, LaWIPence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 ro n ,c ARCHITECTURE & CL 107 INTERIOR DESIGN, INC. C a, N N 237 S. Westmonte Drive, Suite 220 o Altamonte Springs, FL 32714 •� 407.830,1400 AA0002731 0 www.forumarchitecture.com Zephyr Commons Apartments City Of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: SMB/AJB 0 PROJECT N0, 4097 F U Z Site Plan Plumbing P14.01 REFERENCE NOTES: o GENERAL NOTES: FORUMN ARCHITECTURE & 6" ITA SEWER BELOW GROUND, A-MUATION SEE CIVIL DRAWIN MIN. INV. EL. = (-3'-0" BFF) Building Type I -First Floor Plan -Below Ground Plumbing NTINUA=SEIL DRAWINGS. 3" POPPLY BELOW - GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O ELEVATOR SUMP PUMP. REFER TO SCHEDULE AND DETAIL. ROUTE SUMP PUMP DISCHARGE BELOW GRADE TO EXTERIOR AND TERMINATE ABOVE GROUND WITH WEATHERPROOF GOOSENECK FITTING. O TERMINATE CONDENSATE DRAIN PIPING ABOVE GRADE AT EXTERIOR WITH SCREENED WEATHERPROOF FITTING, SEE DETAIL. ® TERMINATE WATER HEATER DRAIN PAN PIPING ABOVE GROUND AT EXTERIOR. ® ;J" CONDENSATE DRAIN DOWN. © 1" CONDENSATE DRAIN DOWN. 7J 3" SANITARY DOWN. V 4" SANITARY DOWN, 3" VENT UP. SANITA LOW GROUND, FOR CONTI CIVIL DRAWINGS. INV. EL. = (-3'-0" BFF) 1. PROVIDE WALL CLEAN OUTS AT THE BASE OF ALL SANITARY STACKS, CONDENSATE STACKS, AND RAIN LEADERS 30" 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 P14.71 THRU P14.72 FOR RISER DIAGRAMS. 4. PROVIDE TRAP PRIMER VALVES TPV-1 WITH SHUT OFF VALVE AND j" 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. PLUMBING FIXTURE UNIT CALCULATION * BASED ON 2020 FLORIDA BUILDING CODE - PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 529 738 TOTAL GALLONS PER MINUTE 129 - - SIZE OF SERVICE CONNECTION 3" 2 0 6" /32" = 1'-0" Joseph. LaWipenee & Co Consulting Lngineelrs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB .c PROJECT N0. 4097 r A' Building Type I First Floor Plan Below Ground Plumbing P14,10 REFERENCE NOTES: o FORUMN ARCHITECTURE & Building Typ�el -Secon�dF loor Pla�n- Plumbing C0 U U 000000 00 00 000000 El� H8_1 HB_1 U U 00 Building Type I -First Floor Plan -Above Ground Plumbing IU UI 3/32" = 1'-0" 3/32'1 = 1'-0" �1 DOMESTIC WATER BOOSTER PUMP. SEE SCHEDULE AND DETAIL. Q SHUT --OFF VALVE WITH RATED ACCESS PANEL. TYPICAL. 0 j" CONDENSATE DRAIN CONNECTION TO A/C UNIT, J" CONDENSATE DRAIN DOWN. ® i" CONDENSATE DRAIN CONNECTION TO A/C UNIT, 1" CONDENSATE DRAIN DOWN. O5 1 " CONDENSATE DRAIN DOWN. Josepk, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCGNG.COM CA NO. 28730 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 N C 0 N �l N C 0 U 7 V 0 0. N C Q N �1 C .3 co I L C 0 v ro C Adam Joseph Barney P.E. #: 69124 a SET DISTRIBUTIONS: U U N 4 N N 0 C 0 II N 0 U) N N ro C ro U C C 0) �N N 0 'C SHEET REVISIONS: U E 2 0 LL 0 N 0. 0 — a 0�, L N a, ro N C N C C 0 U 6 C C ro N C W E 7 8 EDITED BY: SMB/AJB PROJECT NO. 4097 Building Type I First Floor Above Ground & Second Floor Plan Plumbing P14.11 FO UM 0 Building Type I -Fourth Floor Plan -Plumbing Building Type I -Third Floor Plan -Plumbing 3/32" = 1'-0" 3/32" = 1'-0" REFERENCE NOTES: o j" CONDENSATE DRAIN CONNECTION TO A/C UNIT, 7J" CONDENSATE DRAIN DOWN. �2 J" CONDENSATE DRAIN CONNECTION TO A/C UNIT, 1" CONDENSATE DRAIN DOWN. JosepL, Lawpenee & Co Consulting Engineers 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 JLC21.0058.00 c Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: U U N a N N L M L 0 4- _1 C 0 N C ro v c ro U c C m 0 0 L 0 'c N A SHEET REVISIONS: L gU 4 E 2 0 0 N 4 0 a N L ro EDITED BY: SMB/AJB PROJECT NO. 4097 U Z Building Type I Third & Fourth Floor Plan Plumbing P14.12 FO UME SAN DN. Unit Al - Floor Plan - Plumbing 1 /4" = 1'-0" Unit A3 - Floor Plan - Plumbing 1 /411 = 1'-0" Unit A2 -Floor Plan -Plumbing " SAN DN. 1 /4" = 1'-0" REFERENCE NOTES: o 0 COLD WATER RISER WITH UNIT SHUT-OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUB —METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. 0 ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL Q WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. Q j" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. Joseph. L owpence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJS 0 .c PROJECT N0. 4097 U Z Enlarged Unit Plans Plumbing P14-61 Unit 131 - Floor Plan - Plumbing Unit B3 - Floor Plan - Plumbing 1 /411 — 1'-01' 1 /4" - 1'-0" a E Unit 132 -Floor Plan -Plumbing 1 /4" = 1'-0" REFERENCE NOTES: o 10 COLD WATER RISER WITH UNIT SHUT-OFF VALVE & REMOTE READ SUB -METER. CONTRACTOR TO INSTALL SUB -METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. o ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. o WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® J" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. © HOT WATER RECIRCULATION PUMP, SEE SCHEDULE & DETAIL. Josepk, Lawipence CSC Co Consulting Engineelrs 1180 HARWOOD AW., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 FO UMN 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMg/AJB PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14.62 FORUME Unit B4 -Floor Plan -Plumbing Unit C1 - Floor Plan - Plumbing 1 /4" = 1'-0" Unit B5 -Floor Plan -Plumbing 1 /4" = 1'-0" D 1 /4" = 1'-0" REFERENCE NOTES: o CD COLD WATER RISER WITH UNIT SHUT—OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUB —METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. 20 ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. �3 WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® I" HW TO DISHWASHER WITH SHUT—OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. *I Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 k 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Z!2� SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14.63 3 m Unit Al -S - Floor Plan - Plumbing Unit A2-S - Floor Plan - Plumbing SAN ON. 1 /41' = 1'-0" 1 /4'1 = 1 i-On SAN DN. Unit Al-S - Fourth Floor - Floor Plan - Plumbing 1 /4" = 1'-0" REFERENCE NOTES: o Q1 COLD WATER RISER WITH UNIT SHUT—OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUB —METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. Q WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. Q J' HW TO DISHWASHER WITH SHUT—OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. Joseph. Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW,JLCENG.COM CA NO. 28730 FO UM 0 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Plumbing P14.AA 3 ro FORUME Unit Al-S-BW - Floor Plan - Plumbing SAN DN. 1 /4" = 1'-0" REFERENCE NOTES: o �1 COLD WATER RISER WITH UNIT SHUT—OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUB —METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. �2 ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. 3� WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® I" HW TO DISHWASHER WITH SHUT—OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. Unit Al-S-BW - Fourth Floor - Floor Plan - Plumbing 1 /4" = 1'-0" JosepL, Lawpence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 N N r w 0 N 0 v 0 E 0 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB r PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14.65 FO U E Unit B2 - Fourth Floor - Floor Plan - Plumbing Unit 132-13W -.Fourth Floor -Floor Plan -Plumbing lr 1 /4" 1'-0" Unit 82-13W - Floor 'Plan - Plumbing 1 /4" = V-0" REFERENCE NOTES: o O COLD WATER RISER WITH UNIT SHUT—OFF VALVE & REMOTE READ SUB —METER. CONTRACTOR TO INSTALL SUB —METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. Q ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. 0 WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® J" HW TO DISHWASHER WITH SHUT—OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. ® HOT WATER RECIRCULATION PUMP, SEE SCHEDULE & DETAIL, Josepk, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO, 28730 0 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14,66 FO UME Unit B4 - Fourth Floor - Floor Plan - Plumbing D 1 /4" = 1'-011 Unit C1 - Fourth Floor - Floor Plan - Plumbing REFERENCE NOTES: o Q COLD WATER RISER WITH UNIT SHUT-OFF VALVE & REMOTE READ SUB -METER. CONTRACTOR TO INSTALL SUB -METER FURNISHED BY OWNER. SEE BUILDING PLAN FOR RISER TAG. o ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL. 3� WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. ® A/C CONDENSATE DRAIN RISER, SEE BUILDING PLANS & RISER DIAGRAMS. Q I" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. 1 /4" = 1 1-0,1 K91 Joseph. Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLC6NG.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 N Ql C 3 m ro N N L C 0 C Adam Joseph Barney ro P,E. #: 69124 SET DISTRIBUTIONS: U 4= N a N N L 0 A C 0 N N N N ro C ro U C C 0) ,N N Q 0 'C N SHEET REVISIONS: U L E LL a a _ _ --- a L Y N C 0 C ro N E 0 U EDITED BY: SMB/AJB m N r PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14,67 uI I IVgyLm 1. FORUME RA110� I 3" I 1 I I I I I 4jN f~ `'k 2Nb poll MI'm I 3" I I 1 1 1 I I I I LR 3Rb 2Nb rLR r wig I I z" I` I I I I I I I I I I I I I 1 I I 24 I I D I I I I I I I I I I I I I I I I I I I I I I 1 1 I � I I I I I ' 4 2N I I I I 1 I I i I 0 MAW] i 2b I I I I I I I I I I I I I I I L G" i I I I I I I I I � I 1 I , I , I , I 2ND I 1 I I I I I z" 1 S1 S1A S2 rS-S) rS 5 S6 rS_7'� NTS NTS NTS NT8 NTS NT8 NT8 NT8 SANITARY RISER DIAGRAMS Joseph, Lawrence Co Consulting Ingineeips 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 S AA0002731 ! www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 L SET DISTRIBUTIONS: SHEET REVISIONS: ti E 4 $ EDITED BY: SMB/AJB N PROJECT NO. 4097 U z Apartments Riser Diagrams - Plumbing P14.71 z4 I Zoo i i i zft no, 3° NMI NTS SANITARY RISER DIAGRAMS IY4 ' 5U6 2� M■ HIM_ _ \ N_ r -m_ , _:_ ll P0 1" C0 10 3/4"1 Cf� CONDENSATE RISER DIAGRAM (D1 NTS NTS TEMP & PRESS. RELIEF VALVE TYPICAL. In -f(D REFERENCE NOTES: O1" CW & HW TO UNIT. CONNECT TO PLUMBING FIXTURES WITHIN UNIT. 0 ELECTRIC WATER HEATER. REFER TO WATER HEATER SCHEDULE AND DETAIL. Q DRAIN PAN PIPING DISCHARGE TO BUILDING EXTERIOR, TERMINATE ABOVE GRADE A MIN OF 1'-0" AWAY FROM BUILDING. REFER TO PLUMBING DETAILS. ® CONDENSATE DRAIN PIPING DISCHARGE TO BUILDING EXTERIOR, TERMINATE ABOVE GRADE A MIN OF 1'-0" AWAY FROM BUILDING. REFER TO PLUMBING DETAILS. O CONDENSATE DRAIN PIPING FROM AC UNIT. PAN DRAIN RISER DIAGRAM Joseph, kwiPence & 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 I www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Adam Joseph Barney P.B. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: ro EDITED BY: sMB/AJB N r PROJECT NO, 4097 U Z z c� Apartments fr w Riser Diagrams - z Plumbing U d D P 14.72 x 0 0 PLUMBING SPECIALTIES SCHEDULE - APARTMENTS MARK FIXTURE WASTE TRAP VENT COLD HOT MANUFACTURER DESCRIPTION WATER WATER /MODEL # WB-1 WASHER BOX - - - - - SIOUX CHIEF ABS BOX 5-1/2" HIGH x 4" WIDE. I" O.D. COMPRESSION ANGLE VALVE. SUPPLY STANDARD: CONNECTION SIZE SHALL BE j" O.D. PROVIDE WATER HAMMER SHOCK ARRESTORS AND 696-2313CF FIRE RATED BOX WHERE REQUIRED. FIRE RATED: 696R2313CF IMB-1 ICE MAKER BOX - - - - - SIOUX CHIEF ABS BOX 5-1/2" HIGH x 4" WIDE. I" SUPPLY CONNECTION. PROVIDE WATER HAMMER STANDARD: SHOCK ARRESTORS AND FIRE RATED BOX WHERE REQUIRED. 696-G1010CF FIRE RATED: 696RG1010CF AAV-1 AIR ADMITTANCE VALVE - - - - - STUDOR AUTOMATIC AIR ADMITTANCE VALVE WITH VENTED ACCESS PANEL. LOCATE FULLY TEC-VENT ACCESSIBLE. 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 38" 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. TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PROVIDE FULLY ACCESSIBLE SHUT OFF VALVE TO EACH PRIMER VALVE. PLUMBING PRODUCTS PR-500 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. ELECTRIC WATER HEATER SCHEDULE - APARTMENTS MARK TYPE GALLONS INPUT KW GPH REC. VOLTAGE/PHASE OPERATING WEIGHT DIMENSIONS SELECTION BASED ON: UNIFORM NOTES ® 90*F RISE (LBS.) MANUFACTURER MODEL # ENERGY FACTOR EWH-1 ELECTRIC 1 38 1 4.5 1 21 208 240V 10 418 32"H x 23"0 - LOW BoYT A.O. SMITH OR EQUAL I ENLB-40 1 .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. BUILDING PUMPSCHEDULE- APARTMENTS FT CONN. SIZE MOTOR DATA SELECTION BASED ON: MARK LOCATION GPM HEAD NOTES OUTLET HP/WATT VOLTAGE/PHASE MANUFACTURER MODEL SP-1 ELEVATOR SUMP PIT 1 50 25 1-1/2" 3 4 HP 120 10 LIBERTY ELV-290 1. & 2. CP-1 UNIT CIRCULATING PUMPI 2.2 1 3.9 1 1/2 8.5 WATTS 1 120/10 GRUNDFOS UP10-16 PM A BU/LC 3. & 4. NOTES: 1. SUMP PUMP PROVIDED WITH OIL DETECTOR CONTROL REQUIRED FOR HYDRAULIC TYPE ELEVATORS. LOCATE ALARM IN MECHANICAL ROOM AND PROVIDE SIGNAGE "ELEVATOR SUMP PUMP". PROVIDE MODEL WITHOUT OIL DETECTOR IF TRACTION DRIVE ELEVATOR IS BEING INSTALLED. 2. PER ASME 17.1 ONE 50 GPM SUMP PUMP IS REQUIRED PER ELEVATOR CAR. 3. UNIT CIRCULATING PUMP SHALL OPERATE PER FBCE R403.5.2. PUMP SHALL START ON FLOW OF DEMAND HOT WATER AND BASED ON MAINTAINING LOOP TEMPERATURE OF 104'F. 4. PROVIDE WITH AQUASTAT AND FLOW CONTROL. BOOSTER PUMP SCHEDULE - APARTMENTS NO. OF GPM/EA SYSTEM PRESSURE VALUES MOTOR DATA AND VALUES SELECTION BASED ON: UNIT # DESCRIPTION PUMPS PUMP TDH (FEET) SUCTION (PSI) BOOST (PSI) SET (PSI) RPM PUMP HP VOLTAGE MANUFACTURER MODEL BP-1 DOMESTIC WATER 2 84 73.5 35 31.82 61.82 3,450 3 208/3 QUANTUMFLO PRODIGY BOOSTER PUMP QUOTE#26404 DUPLEX QES-200 5 BP-2 DOMESTIC WATER BOOSTER PUMP 2 84 73.5 35 31.82 61.82 3,450 3 208/3 QUANTUMFLO QUOTE#26405 PRODIGY DUPLEX QES-200/5 BOOSTER PUMP SHALL BE COMPLETE PACKAGED PUMP SYSTEM WITH END SUCTION PUMPS, VARIABLE FREQUENCY DRIVE PRESSURE CONTROL AND THIRD PARTY CERTIFICATION BY UL2011-65YF AND INCLUDE THE FOLLOWING: SUCTION AND DISCHARGE VALVES, PUMP DISCHARGE NON SLAM CHECK VALVE, 304 S.S SUPPORT FRAME, NEMA 1 (UL 509) TOUCH SAFE CONTROLLER, PROGRAMMABLE EEPROM CONTROL MODULE, PRESSURE TRANSMITTER, PRESSURE GAUGES, CONTROL SWITCHES TO INCLUDE LOW SUCTION PROTECTION, WITH AUTO -RESET, HIGH SYSTEM PRESSURE CUT OFF WITH AUTO -RESET, ILLUMINATED PUMP -AUTO -MANUAL CONTROL SWITCH, AUDIO- VISUAL ALARM INDICATORS AND INCOMING POWER BLOCK, VFD STARTER BLOCK, LIGHTNING ARRESTOR, 24V TRANSFORMER WITH CIRCUIT BREAKER, 24 VOLT PRE -WIRED CONTROL LOGIC CIRCUITRY, PUMP MOTOR BRANCH CIRCUITRY PROTECTION, CIRCUIT BREAKERS, TRANSFORMER PRIMARY FUSING, MAIN DISCONNECT WITH DOOR INTERLOCK, ALL BRANCH 304 S.S. SUCTION AND DISCHARGE MANIFOLDS, 5 YEAR WARRANTY ON COMPLETE SYSTEM, ON SITE START UP AND COMMISSIONING SERVICE AND OWNER TRAINING. PLUMBING FIXTURE SCHEDULE -APARTMENTS MARK FIXTURE WASTE TRAP VENT COLD WATER HOT WATER MANUFACTURER /MODEL # DESCRIPTION WC-1 WATER CLOSET 3" INTEG - 1/2" - STERLING WINDHAM FLOOR MOUNTED TANK TYPE, 17" RIM HEIGHT, 1.28 GALLONS PER FLUSH, WHITE LEFT HAND LEVER: VITREOUS CHINA, ELONGATED BOWL, BRASSCRAFT I TURN ANGLE STOP SUPPLY TUBE & 402082 ESCUTCHEONS. PROVIDE SOLID PLASTIC ELONGATED SEAT WITH COVER. BOWL. 403315 TANK: 404555 RIGHT HAND LEVER: 402082-RA BOWL:403315 TANK: 404555-RA KOHLER BREVIA K-20110 L-1 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" KOHLER 17}"03" RECTANGULAR UNDERMOUNT, VITREOUS CHINA, WITH OVERFLOW DRAIN, TWO K-2882 HANDLE LAVATORY FAUCET, 1.2 GPM, POP UP WASTE, P-TRAP AND WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLIES W/SUPPLY TUBES AND ESCUTCHEONS. MOEN ADLER 84603 S-1 SINK (SINGLE BOWL) 2" 1-1/2" 1-1/2" 1/2" 1/2" ELKAY 30j"x18j"x11j" SINGLE BOWL, 18 GAUGE STAINLESS STEEL, UNDERMOUNT SINK. LUSTERTONE SINGLE LEVER HANDLE PULL DOWN SPRAYER, 1.5 GPM, STAINLESS STEEL FINISH. ELUH281612DBG STAINLESS STEEL STRAINER DRAIN AND TAILPIECE, P-TRAP AND WALL ARM. BRASSCRAFT j TURN ANGLE STOP SUPPLY TUBES & ESCUTCHEONS. MOEN ADLER 87233 BT-1 BATHTUB 2" 2" 1-1/2" 1/2" 1/2" STERLING ENSEMBLE 60"06"06" VIKRELL, SLOPING WITH INTEGRAL APRON AND TILING FLANGE. PRESSURE RIGHT DRAIN, BALANCING MIXING VALVE. TRIM WITH SPRAY HEAD, ARM AND FLANGE, 1.75 GPM, 71101120 CHROME. LSP RAPID FIT LIFT AND TURN WASTE AND OVERFLOW KIT. LEFT DRAIN: 71101110 MOEN CALDWELL 82970SRN SH-1 SHOWER 2" 2" 2" 1/2" 1/2" KOHLER SALIENT 60"x36" ENAMELED CAST IRON, TEXTURED FLOOR AND TILING FLANGE. PRESSURE CENTER DRAIN: BALANCING MIXING VALVE. TRIM WITH SPRAY HEAD, ARM AND FLANGE, 1.75 GPM, K-9055 CHROME. PVC FLOOR DRAIN WITH STAINLESS STEEL STRAINER. MOEN CALDWELL 82495C 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 Lawpence & Co Consultinq Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 U Z 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 JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 22� SHEET REVISIONS: EDITED BY: SMBIAJB PROJECT NO. 4097 Apartments Schedules Plumbing P14-81 REFER TO INSTALLATION INSTRU9 FOR REQUIRED UPSTREAM PIPING LENGTH PRIOR TO FITTINGS. APOLLO #78RV COMBINATION -- SHUT OFF VALVE AND THERMAL EXPANSION RELIEF VALVE. COLD WATER SUPPLY FROM DOMESTIC WATER RISER. 1L1112111CirAWli1 COLD WATER SUPPLY TO UNIT. SEE FLOOR PLANS AND RISER DIAGRAM FOR CONTINUATION. UNION (TYP.) "NEPTUNE" E—CODER WATER METER WITH REMOTE READER, MODEL R900I MEDIA INTERFACE UNIT (MIU) NO EXTERNAL WIRING REQUIRED, INTEGRAL ANTENNAE, SOLID STATE. 7 ), WATER METER DETAIL "Ts (WITH EXPANSION VALVE) NTS DRAIN PIPING EXPANSION WATER HAMMER ARRESTOR, SIOUX CHIEF, WHA-1, TYP: HOSE THREAD END FOR. WASHING MACHINE HOSE LOW SUCTION PRESSURE SWITCH HIGH SYSTEM PRESSURE SWITCH SYSTEM PRESSURE GUAGE CENTRIFUGAL END SUCTION PUMPS BASE MOUNTED. -\ VIBRATION ISOLATORS STRUCTURAL STEEL BASE SUITABLE FOR GROUTING CONNECT HOT WATER RETURN TO COLD WATER SUPPLY TO WATFR HFATFR i TURN SHUT—OFF VALVE (TYPICAL) J" HW—/ 2" SANITARY SEWER 4" AT CONTRACTOR'S OPTION TOP SUPPLY MODEL ACCEPTABLE, WATER HAMMER ARRESTORS MUST BE INSTALLED IN VERTICAL POSITION WHENEVER POSSIBLE BUT IN NO CASE LESS THAN 9F 6 NTS x WASHER BOX PROVIDE FULL LINE SIZE BY—PASS WITH SHUT—OFF VALVES, BYPASS VALVE NORMALLY CLOSED. 4 BOOST NTS VARIABLE FREQUENCY DRIVE CONTROL PANEL NEMA 1, U.L. LISTED. f �---DISCHARGE TO BUILDING MAIN DISTRIBUTION PIPING. I '`--STAINLESS STEEL HEADERS. SUCTION FROM COMBINATION VERTICAL BACKFLOW PREVENTER IN PUMP ROOM. STRUCTURAL STEEL BASE FOR SUCTION & DISCHARGE PIPE MAINFOLDS THERMAL DRAIN ER PUMP DETAIL HOT WATER RECIRCULATING 1� PUMP DETAIL NTS L 5 NTS CW WHEEL HANDLE, LOOSE KEY IF SPECIFIED. "NIDEL" VACUUM BREAKER J" MALE HOSE THREADS ST BRASS BODY HB-1 4 m %J 11voL- THREADS 1i" CW--- rk,r BRASS BODY IME PLATED)- PROVIDE GATE VALVE SHUTOFF ABOVE CEILING (PROVIDE ACCESS PANEL IN HARD CEILING LOCATIONS) L-HEX NUT OPERATOR WITH TEE WRENCH •"NIDEL" VACUUM BREAKER WALL MOUNTED HOSE BIB WATER TIGHT SLEEVE --- S,. --1 PUMP PROVIDE ALARM SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. '---- CHECK VALVE 2'-0" x 2'-0" x 2'-0" SUMP PIT PROVIDE PLACARD BELOW OIL ALARM WITH 2" LETTERS READING "ELEVATOR SUMP PUMP" UNION " 4 3 � ELEVATOR SUMP PUMP DETAIL NTS % �c Joseph, Lawrence & Co Consulfing Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 23730 FORUMN 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, FIL ' J LC21.0058.00 Adam Joseph Barney P.E. #; 69124 SET DISTRIBUTIONS: Z- SHEET REVISIONS: U a EDITED BY: SMB/AJB PROJECT NO. 4097 U Z Uj Apartments W Details z Plumbing 0 W U FW- z U 4 P 14.82 rr 0 u. 0 ^� ARE RATED CEILING TRUSSES HOT & COLD WATER ROUTED UP WITHIN CEILING SPACE TO APARTMENT FIXTURES. REFER TO PLUMBING PLANS FOR SIZING. AHU SCHEDULE 40 PVC CONDENSATE RISER WITHIN WALL. REFER TO COLD WATER, HOT WATER & RISER DIAGRAMS FOR SIZING. MAIN WATER SUPPLY RISER IN WALL. REFER TO oo PLUMBING RISER DIAGRAMS FOR MAIN WATER SUPPLY SIZING. SCHEDULE 40 PVC T&P/PAN HOT & COLD WATER PIPING0-0IN CEILING SPACE OR AS DRAIN RISER WITHIN WALL. SHOWN ON DRAWINGS REFER TO RISER DIAGRAMS FOR SIZING. UNION (TYPICAL) HEAT TRAP (TYPICAL) APOLLO #78RV COMBO SHUT -- OFF VALVE AND THERMAL FULLY INSULATED SCHEDULE 40 PVC EXPANSION VALVE. T&P ROUTED TO DRAIN PAN WITHIN MECHANICAL CLOSET. SIZE T&P PER WATER METER NEPTUNE MANUFACTURER'S REQUIREMENTS. R900i WITH REMOTE READ OUT. REFER TO DETAIL FOR T&P VALVE INSTALLATION. 1" WATER HEATER DRAIN PAN LINE EWH ROUTED TO PAN DRAIN STACK WITHIN DISCHARGE THERMAL WALL OF MECHANICAL CLOSET. EXPANSION VALVE AND REFER TO PLUMBING FLOOR PLANS TEMP. PRESSURE RELIEF FOR EXACT LOCATION. E VALVE ABOVE DRAIN PAN ZZWITH INDIRECT CONNECTION. FRONT VIEW SIDE VIEW (__2� LOWBOY WATER HEATER BELOW AHU NTS DETAIL •�I—�-- 12" MINIMUM CONDENSATE LINE, PAINT WITH APPLIANCE EPDXY. FIN. FLOOR THIS CLOSET IS A RETURN AIR PLENUM ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E--84 25/50 FIRE/SMOKE RATED MATERIAL. USE PLENUM RATED FIELD WIRING OR WRAP WIRE IN METAL FOIL WITHIN AHU CLOSET. 1j" DEEP DRAIN PAN WITH 1" DRAIN CONNECTION. FOOTER . A. L-- 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. 3 )CONDENSATE DRAIN TERMINATION DETAIL NTS 1 NTS FINISHED CONCRETE FINISHI INj WYE B& PLAN ELEVATION TWO-WAY CLEANOUT 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE — SEE PLANS FOR SIZE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT EXTENSION PIECE (SIZE AS NEEDED) *I Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 32072.4466 WWW.JLCLNG.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 JLC21.005&OO Adam Joseph Barney P.E. #:69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 8 EDITED BY: SMB/AJB U) N PROJECT N0. 4097 �i z Apartments Details Plumbing P 14,83 FORUMN Classified by Underwriters Laboratories, Inc. IQ UL 1479 System No. W-L-2078 F Ratings —1 and 2 Hr (See Item 1) T Ratings — 0,1 and 2 Hr (See Items 2 and 3) 1 0-41Y.... A4 Awwk-4 4 rrceer. _ fit SFCTION A.0 co N 1. Wall Assembly — The fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the construction features noted below: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Nom 6/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max diem of opening is 11-1/2 in. (292 mm), The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through -Penetrants — One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. (13 mm). Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe— Nom 10 in, (254 mm) diem (or smaller) Schedule 40 solid -core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 10 in. (254 mm) diem (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nam 6 in. (152 mm) diem (or smaller) Schedule 40 solid -core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. (152 mm) diem (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. E. Polyvinylidene Fluoride (PVDF) Pipe — Nom 4 in. (102 mm) diem (or smaller) PVDF pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. F. Crosslinked Polyethylene (PEX) Tubing — Nom 4 in. (102 mm) diem (or smaller) SDR 9 Uponor AquaPEX or Wirsbo hePLX PEX tube for use in closed (process or supply) piping systems. When max 6 in. diem pipe is used, T Rating is equal to the hourly fire rating of the wall except that when penetrant type 2F is used, T Rating is 0 hr. When nom 8 in. or 10 in. (203 or 254 mm) diem pipe is used, T Rating is 0 hr. I�I!�rlll r Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. HIM Firest0 Systems July 31,2018 p y Page:1 of 2 System No. W-L-2078 N 3. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum two anchor hooks for 1-1/2 and 2 in. (38 and 51 mm) diem pipes, three anchor hooks for 3 and 4 in. (76 and 102 mm) diem pipes, four anchor hooks for 6 in. (152 mm) diem pipes, ten anchor hooks for 8 in. (203 mm) diem pipes and twelve anchor hooks for 10 in. (254 mm) diem pipes. The anchor hooks are to be secured to the surface of wall with 3/16 in. (4.8 mm) diem by 2-1/2 in. (64 mm) long steel toggle bolts along with washers. As an alternate for pipe sizes of nom 4 in. diem or less, min No. 10 by 1.1/2 in. (254 by 38 mm) long drywall or laminate screws with min 3/4 in. (19 mm) steel washers may be used. When the drywall or laminate screw is used, T Rating shall not exceed 1 hr. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5'N, CP 643 63/2"N, CP 643 90/3"N, CP 643110/4"N, CP 643160/6"N, CP 644-200/8" US and CP 644-260/10" US Firestop Collars 4. Fill, Void or Cavity Material* — Sealant - (Not Shown) — Min 1/2 in. (13 mm) thickness of sealant applied within the annular space for nom 8 in. and 10 in. (203 and 254 mm) diem pipes, flush with each side of wall. Sealant in annular space is optional for max 6 in. (152 mm) diem pipes except that for penetrant type 2F, sealant is required. A min 1/4 in. (6 mm) thickness of sealant is required within the annular space, flush with each side of wall, to attain the L Ratings for max 6 in. (152 mm) diam pipes, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ICI � Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestopstems July 31,2018 y Page: 2 of 2 P Clasalfled by Underwriters Laboratories, Inc, to UL 1479 System No. F-C-2160 F Rating —1 and 2 Hr T Rating --1 and 2 Hr Y�V . RM11 A-/l N Lr<- 1. Floor -Ceiling Assembly - The 1 and 2 hr fire -rated solid or trussed lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor -ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Diem of opening shall be 2 in: (51 mm) larger than the nom diem of through penetrant (Item 2). B. Wood Joists* --- Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C, Furring Channels (Not Shown) — Resilient gaiv steel furring installed perpendicular to wood joists between first and second layers of wallboard (Item 1 D). Furring channels spaced max 24 in. (610 mm). D. Gypsum Board* -- Nom 4 ft (1.2 m) wide by 5/8 in, (16 mm) thick as specified in the individual Floor -Ceiling Design. First layer of wallboard nailed to wood joists. Second layer of wallboard screw -attached to furring channels. Diem of opening shall be 2 in. (51 mm) larger than the nom diem of through penetrant (Item 2). 1 A Chase Wall - (Optional, not Shown) — The through penetrants (Item No. 2) may be routed through a fire -rated or non -rated single, double or staggered wood stud/gypsum wall board chase wall. The chase wall shall be constructed to include the following construction features: A. Studs— Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in, (51 by 102 mm) lumber studs, B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) or parallel nom 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diem of opening shall be 2 in. (61 mm) larger than the nom diem of through penetrant (Item 2). C. Top Plate --- The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diem of opening shall be 2 in. (51 mm) larger than the nom diem of through penetrant (Item 2). D. Gypsum Board* — One or two layers of min 112 in. (14 mm) gypsum board. IIIIIII'I ■ ■nalllniwilr • Reproduced by HILTI, Inc, Courtesy of Underwriters Laboratories, Inc. Hilt! Firestop Systems April 06,2018 Page:1 of t System No. F-C-2160 2. Through Penetrants --- One nonmetallic pipe or conduit to be installed concentrically or eccentrically within the firestop system. Annular space between pipe or conduit and edge of opening to be min 1/2 in. (13 mm) and max 1.1/8 in. (29 mm). Pipe or conduit to be rigidly supported on both sides of floor -ceiling assembly, The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 2 in. (51 mm) diem (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diem (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Materials* -Sealant — Fill Material forced into annular space to fill space to max extent possible. Sealant shall be installed flush with top surface of floor or sole plate and bottom surface of ceiling or lower top plate. HiLTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc, Courtesy of Underwriters Laboratories, Inc, Hilt! Firestop Systems April 06, 2018 Page: 2 of 2 551�, cimZ Classified by Underwriters Laboratories, Inc. to UL 1479 System No. F-C-2029 F Rating - 2 Hr C!I N U 11-, System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. 1. Floor -Ceiling Assembly — The fire -rated wood joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L 500 Series Floor -Ceiling Design in the UL Fire Resistance Directory, as summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. B. Wood Joists — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Furring Channels — (Not Shown) — (As required) Resilient galvanized steel furring installed in accordance with the manner specified in the individual L500 Series Designs in the Fire Resistance Directory. D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor -Ceiling Design. 2. Through -Penetrants — One nonmetallic pipe, conduit or tubing to be installed within the firestop system. Diem of openings hole -sawed through flooring system and through two layers gypsum wallboard ceiling to be 0 to 1/2 in. (13 mm) larger than the outside diem of through -penetrant. Pipe or conduit to be rigidly supported on both sides of the floor -ceiling assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 4 in. (102 mm) diem (or smaller) Schedule 40 solid -core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 4 in. (102 mm) diem (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3. Firestop System — The details of the firestop system shall be as follows: A. Steel Collar — Collar fabricated from coils of precut min 0.017 in. (0.43 mm) thick (No. 28 MSG) gale steel available from the sealant manufacturer. Collar shall be nom 1-3/4 in. (44 mm) deep with 1 in. (25 mm) wide by 2 in, (51 mm) long anchors tabs on 2 in. (51 mm) centers for securement to floor and ceiling surfaces. The anchor tabs shall be bent 90 degree outward for securement to the floor and ceiling surfaces. The opposite side incorporates retainer tabs, 1/2 in, (13 mm) wide by 3/16 in. (5 mm) long, prebent toward the pipe surface, Collar shall be wrapped around pipe maintaining a 1 in. (25 mm) distance between pipe and collar, and overlapping min 1 in. (25 mm) at seam. Collar secure to subfloor with wood screws and washers at every other tab. Collar secured to gypsum board ceiling using 3/16 in, (5 mm) diem steel toggle bolts in conjunction with 1-1/4 in, (32 mm) diem steel fender washers at every other tab. After sealant is installed (Item 3B), the collars shall be compressed around the pipe using a 1/2 in. (13 mm) wide by 0.028 in. (0.7 mm) thick stainless steel band clamp fastened at the collar mid -height: B. Fill, Void or Cavity Material* — Sealant — Fill material to be installed to completely fill the collar and provide a min 1/4 in. (6 mm) thickness in the annular spaces at the floor and ceiling. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters laboratories, Inc. Hilti Firestop Systems January 20, 2015 ss 1P, System Na. F-C-2263 W N F Rating —1 Hr 0 classifiedby T Rating —1 Hr Underwriters Laboratories, Inc. to UL 1479 1, Floor -Ceiling Assembly — The 1 hr fire -rated solid' or trussed lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor -ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Max diem of opening shall be 5 in. (127 mm), B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* — Nom 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide as specified in the individual Floor -Ceiling Design. 2. Closet Flange — Acrylonitrile butadiene styrene (ABS) or polyvinyl chloride (PVC) closet stub sized to accommodate drain pipe. Closet flange installed over drain piping within floor opening with flange secured to plywood floor with steel screws. Annular space between closet flange and periphery of opening shall be 1/4 in. (6 mm). 3. Drain Piping — Nom 4 in. (102 mm) diem (or smaller) Schedule 40 acrylonitrile butadiene styrene (ABS) or polyvinyl chloride (PVC) drain pipe and 90 degree elbow for use in vented (drain, waste or vent) piping systems. Pipe installed concentrically within firestop system. 4. Fill, Void or Cavity Materials* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the bottom surface of floor. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 Flexible Firestop Sealant, FS-ONE Sealant or FS-ONE MAX Intumescent Sealant 5. Water Closet — (Not Shown) — Floor mounted vitreous china water closet. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc, Courtesy of Underwriters Laboratories, inc, Hilti Firestop Systems January 18, 2017 Joseph, Lawrence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 0 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, PL JLC21.0058.00 Adam Joseph Barney P.E. ##: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Apartments Details Plumbing P 14.84 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) OX 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 FLOW DIRECTION ACU AIR CONDITIONING UNIT KW KILOWATTS COMMENCING WORK. EXHAUST GRILLE 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 F-� BOWS BUILDING CONDENSER WATER SUPPLY PIPING CD CONDENSATE DRAIN MZ MULTI -ZONE ACCESSIBLE. 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 SHALL 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 CMS 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 CONC 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 FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT SERVES. HEATING WATER RETURN PIPING CONT CONTINUOUS PLBG PLUMBING CID 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 -Co-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 C 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. DWD1 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 EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) FS FLOW SENSOR 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 SP STATIC PRESSURE TRANSMITTER ASSEMBLY EF EXHAUST FAN SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. 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 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-��4w, L RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR (PROVIDE DAMPER IN LOW PRESSURE bUCTWORK ONLY) SIN• 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 LINETYPE) T TEE PLAN (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. DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED EWT ENTERING WATER TEMPERATURE SR SUPPLY REGISTER 22. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL I--� ELBOW (PLAN, UP, DOWN) FC FORWARD CURVED STR STARTER CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE DUCT OFFSETS DOWN DR IN BORNE BY THE MECHANICAL SUBCONTRACTOR. (DROP) DIRECTION INDICATED FCU FAN COIL UNIT SWSI SINGLE WIDTH, SINGLE INLET F_---{ DQ- 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 FLEX FLEXIBLE CONNECTOR OR DUCT TEMP TEMPERATURE 24. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. 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 TSTAT THERMOSTAT LESS WHEN TESTED IN ACCORD WITH ASTM E84. �IIIII� FLEXIBLE DUCT CONNECTION PRESSURE REDUCING VALVE F DEGREES FAHRENHEIT lYP TYPICAL 27. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GA GAUGE GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. FLOW CONTROL VALVE 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 OF THE ----�� -- BALL VALVE FOR PIPING 2-INCHES AND SMALLER, BUTTERFLY G GALVANIZED VALVE FOR PIPING 2-1/2 INCHES AND VS VARIABLE SPEED EXHAUST DUCT CONNECTION. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL LARGER GPPMM GALLONS PER MINUTE W WATTS HP HORSEPOWER 29. CONTRACTOR TO ORDER ALL FIRE/SMOKE DAMPERS WITH INTEGRAL SMOKE DETECTORS AND END STOP INDICATOR OPTIONS. -�: BUTTERFLY VALVE HTWR 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) HTWS HIGH TEMPERATURE HOT WATER SUPPLY W/0 WB WITHOUT WETBULB 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 --{�- CHECK VALVE HW HOT WATER 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 "AS A-100 AIR DEVICE TAG OF DIFFERENTIAL PRESSURE METER. VALVE SHALL SHALL BE REPAIRED TO NEW" CONDITION OR REPLACED AT THE DIRECTION OF THE ARCHITECT/ENGINEER. WHERE MART! -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. 31. DRAWINGS ARE DIAGRAMMATIC AND INDICATE HHH SIDEWALL TRANSFER GRILLE A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL THE GENERAL ARRANGEMENT AND EXTENT OF WORK. EXACT LOCATIONS AND 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 ------III 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 "`---"��� SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOWER VENTURI FLOW METER CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO ARCHITECT/ENGINEER FOR CLARIFICATION AND INSTRUCTIONS. 33. ANY INTERRUP11ON OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED IN ADVANCE WITH THE PRESSURE AND/OR TEMPERATURE PORT 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 Q WALL MOUNTED DDC TEMPERATURE SENSOR ISOLATION SHUT-OFF VALVES, DAMPERS, END CAPS, AND SIMILAR ITEMS) AS NECESSARY TO ACCOMMODATE THE REQUIRED "WET" MOUNT 4'-0" ABOVE FINISHED FLOOR SERVICE INTERRUPTIONS. IF SHUTDOWNS CANNOT BE ACCOMMODATED, PROVIDE MEANS FOR 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'-0" ABOVE FINISHED FLOOR FLEXIBLE CONNECTION BE APPROVED BY BUILDING OWNER PRIOR TO MATERIAL PURCHASE. WALL MOUNTED ED CO SENSOR � 35. FIRE & FIRE/SMOKE DAMPERS ARE REQUIRED TO BE UL LISTED AND APPROVED FOR THE ASSEMBLIES LISTED ON THE MOUNT ABOVE FINISHED FLOOR PRESSURE RELIEF VALVE ARCHITECTURAL DRAWINGS. THESE DAMPERS MUST ALSO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING. a WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR OPENING IN WALL ABOVE CEILING WALL ISTAT SENSOR TED DFlN ENERGY CALCULATION VALUES as MOUNT 4U 0" ABOVE SHED FLOOR PHOTO DETAIL OR SECTION IDENTIFICATION TARGET EQUIPMENT TYPE �./�•. EQUIPMENT TAG ROOF: R-30 NOTE: A R A : DETAIL NUMBER _ MARK WALLS: R-19 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: 25 U VALUE: U-.4 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 VLT: .58 DOORS: NOTED PER THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND DUCT R-2.5 FLOORS: R-11 FLORIDA ENERGY CODE. RD RADIATION DAMPER INSTALLED IN DUCT Joseph. L]wr�ence & Cc NOTE. SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR Consulting EngineePS 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 GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 NOTES MAY NOT BE USED FOR THIS PROJECT. 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: Z!2� SHEET REVISIONS: EDITED BY: SMB/AJB Z PROJECT N0, 4097 U Z Apartments Symbols, Abbreviations, and General Notes - Mechanical M15-00 o FORUME LEGEND X BUILDING ID NUMBER Y NUMBER OF UNITS PER BUILDING BUILDING TYPE I I — � II�� I i ii ii a Ij II I _____ - d Itl K\a' ^ C i� / C i� ✓' 1� C C iti X, ��\ �iI� I--------- ��/® ._-- I II dl II y y ';1 y \/ I/ y y y ~' y ',✓' ,�' '> '.�/ .�' /' .�' I---- --- ----••-_ o -------- � — — — — _— — — — — _----===ate =. -- r O- — - - --� - - - --- -- - - - - _ - -=a ®== --- __® - - - _ - la ! J I I b p Lo II ro N + + I II N CU TYP.4 P.4 - 1 4 e CU I II I II 19 + ! II I I I p, + u N TYP.4 0 o I II i I u w °NIP,_ ----- II n L�TOP OF BANK— Fd I _ ! Ilid 7YP.4 V— ,I IN ,Q yr cu ° I IIIN I! I III - — ° P.4 I ------------------------------I I I n I II IY U � Vk + I I EXISTING STORAGE FACIL11Y (7-Story, 5,700 SF) O III ° m i iii IN ry2-----------� + TYP.4 U U + + �. I — --- --------- — 0 r Cn z I III IINN m ® 4- TYP.4 TYP.14 TYP.4 TYP.2 1YP.4 TYP.4 II I .! r , I III IN + + t + 1( M+1 �4 II i it I I II I I III 7 ® II I I I I II I I I III IN it ll I I � I I � I� z i I + I III IY ` I IN I J II j M- v I III I--- -------------------------- — I ��� o m I i o o I i I I III IY III _lY� I V w I I rn I II I ie W !I III _IN III __llni";3 0 j 0°> Z m I I I II I I i I Site Plan - Mechanical 1 1 It 601-0II 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. Joseph, Lawt'ence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 o ARCHITECTURE & INTERIOR DESIGN, INC. c c .m 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 c AA0002731 www.forumarchitecture.com Zephyr Commons Apartments w City of Zephyrhills, FL 0 c JLC21.0058.00 0 c`4 w E `n Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: sMB/AJB N PROJECT NO. 4097 U Z Site Plan Mechanical M15.01 GENERAL NOTES: FORUMN ARCHITECTURE & Building Type I -Second Floor Plan -Mechanical 3/32" = V-0" (TYP. OF 4) (TYP. OF 4)®� Building Type I - First Floor Plan - Mechanical 3/3211 = 1-011 1. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 2. INSTALL CONDENSING UNIT AND HOUSEKEEPING PAD PER DETAIL. CONDENSING UNITS TO BE INSTALLED WITH REQUIRED MANUFACTURER CLEARANCE. REFER TO OVERALL SITE PLAN FOR PROPOSED CONDENSING UNIT LOCATIONS BASED ON BUILDING LOCATION ON SITE. REFERENCE NOTES: o Oj MOUNT AHU PER DETAIL AND ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN THRU FLOOR(S) AND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE DISPOSAL. ROUTE REFRIGERANT LINES PER DETAIL. 2� ROUTE TOILET EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL CAP WITH BIRD SCREEN PER RISER DIAGRAM. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLANS FOR CONTINUATION. Q ROUTE DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. SEE INDIVIDUAL UNIT PLAN FOR CONTINUATION. OUTSIDE AIR DUCT. ROUTE UP TO TRUSS SPACE AND ROUTE TO EXTERIOR WALL CAP. PRIME COAT AND PAINT WALL CAP TO MATCH ADJACENT SURFACES, OUTSIDE AIR DUCT SHALL BE LOCATED A MINIMUM OF 10 FEET AWAY FROM ANY DISCHARGE AIR. PROVIDE WITH INTEGRAL BIRD SCREEN. O PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT/HUMIDISTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT IN CORRIDOR 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. MOUNT MAU IN ELEC/IT ROOM ABOVE DOOR. ROUTE REFRIGERANT LINES IN WALL DOWN THRU FLOOR(S) AND 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 IF REQUIRED. CONDENSATE PUMP MUST BE ACCESSIBLE. Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: U EDITED BY: SMB/AJB N s PROJECT N0. 4097 ci z Building Type I First & Second Floor Plan Mechanical M15-11 GENERAL NOTES: FO UM E ARCHITECTURE & Building Type I -Fourth Floor Plan -Mechanical Building Type I - Third Floor Plan- Mechanical 3/32" = 1'-0" 3/32" = 1'-0" 1. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. REFERENCE NOTES: o �1 MOUNT AHU PER DETAIL AND ROUTE REFRIGERANT LINES WITHIN MECHANICAL CLOSET WALL DOWN THRU FLOOR(S) AND UNDER SLAB TO GROUND MOUNTED CONDENSING UNIT. SEE PLUMBING PLANS FOR CONDENSATE DISPOSAL. ROUTE REFRIGERANT LINES PER DETAIL. 0 ROUTE TOILET EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP PER DETAIL. 0 ROUTE DRYER EXHAUST DUCT UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP (NO BIRDSCREEN) PER DETAIL ® ROUTE OUTSIDE AIR DUCT FROM MECHANICAL CLOSET UP THROUGH ROOF. TERMINATE DUCT WITH ROOF CAP. PROVIDE WITH INTEGRAL BIRD SCREEN. OUTSIDE AIR DUCT SHALL BE LOCATED A MINIMUM OF 10 FEET AWAY FROM ANY DISCHARGE AIR. O PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT/HUMIDISTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT IN CORRIDOR 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. © MOUNT MAU IN ELEC/IT ROOM ABOVE DOOR. ROUTE REFRIGERANT LINES IN WALL DOWN THRU FLOOR(S) AND 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 IF REQUIRED. CONDENSATE PUMP MUST BE ACCESSIBLE. Joseph, Lawpence & Co Consultinq Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Building Type Third & Fourth Floor Plan Mechanical M 15.12 Unit Al - Floor Plan - Mechanical 1 /4" = 1'-0" Unit A3 - Floor Plan - Mechanical 1 /4" = 1'-0" Unit A2 - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT Al UNIT FLOOR AREA: 566 MIN. VENTILATION AREA: 22.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT Al HORIZONTAL LENGTH: 30 VERTICAL LENGTH: 7 90: (5 FT EACH): 10 45(2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 47 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 47' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALC. UNIT A2 UNIT FLOOR AREA: 640 MIN. VENTILATION AREA: 25.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 58.5 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT A2 HORIZONTAL LENGTH: 34 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' (2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 51 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 51' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /4" = 1'-0" NATURAL VENTILATION CALC. UNIT A3 UNIT FLOOR AREA: 570 MIN. VENTILATION AREA: 22.8 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 30 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT A3 HORIZONTAL LENGTH: 30 VERTICAL LENGTH: 7 90" 5 FT EACH): 10 45" 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 47 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 47' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". GENERAL NOTES: 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE. 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A j" SLOPE TOWARD OUTLETS FOR THE FIRST 5'-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O 0 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. 2O ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. 30 INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL ® ROUTE 4"0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. O5 ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. ® MICROWAVE WITH DUCTLESS HOOD. O PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. O PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7—DAY PROGRAMMABLE THERMOSTAT OR EQUAL. 9� PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE—UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. Joseph, Lawpence & Co Consulting Lngineelrs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 mFO UME n 9 2 ARCHITECTURE & a 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M__ - 1- 5, 6'-"* 1 Unit 61 - Floor Plan - Mechanical Unit B3 -Floor Plan -Mechanical 1 /4" = 1'-011 1 /4" = 1'-0" Unit B2 - Floor Plan - Mechanical NATURAL VENTILATION CALL. UNIT 131 UNIT FLOOR AREA: 785 MIN. VENTILATION AREA: 30.3 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 131 HORIZONTAL LENGTH: 29.5 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 46.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 46.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALC. UNIT B2 UNIT FLOOR AREA: 791 MIN, VENTILATION AREA: 31.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SEC11ON 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALL. UNIT B2 HORIZONTAL LENGTH: 32 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 49 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 49' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALC. UNIT 133 UNIT FLOOR AREA: 852 MIN. VENTILATION AREA: 34 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 73.5 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 133 HORIZONTAL LENGTH: 29.5 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 46.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 46.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /4" = 1'-0" GENERAL NOTES: 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M 1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE. 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL. USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A j" SLOPE TOWARD OUTLETS FOR THE FIRST 5'-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O J MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL 2O ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. 0 INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. ® ROUTE 4"0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. O ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. O MICROWAVE WITH DUCTLESS HOOD. J PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. ® PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7-DAY PROGRAMMABLE THERMOSTAT OR EQUAL O PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE-UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. Joseph, Laweence CSC 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: A SHEET REVISIONS: EDITED BY: SMB/AJS PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.62 Unit B4 - Floor Plan - Mechanical 1/411 - 1'-0" 0 Unit C1 -Floor Plan -Mechanical Unit B5 - Floor Plan - Mechanical 1/411 = 1'-0" a NATURAL VENTILATION CALL. UNIT 134 UNIT FLOOR AREA: 780 MIN. VENTILATION AREA: 31.2 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 134 HORIZONTAL LENGTH: 29 VERTICAL LENGTH: 7 90' (5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 46 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 46' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH", NATURAL VENTILATION CALL. UNIT 135 UNIT FLOOR AREA: 840 MIN. VENTILATION AREA: 33.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT B5 HORIZONTAL LENGTH: 31 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 48 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 48' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1/411 - 1'-0" NATURAL VENTILATION CALC. UNIT C1 UNIT FLOOR AREA: 1000 MIN. VENTILATION AREA: 40 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT C1 HORIZONTAL LENGTH: 20 VERTICAL LENGTH: 7 90' 5 FT EACH): 5 45' (2.5 FT EACH): 2.5 TOTAL EQ. LENGTH (FT): 35.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 35.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". GENERAL NOTES: 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE [CC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE, 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL. USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A r SLOPE TOWARD OUTLETS FOR THE FIRST 5'-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: U �1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. O INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. O ROUTE 4"O EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. O ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. © MICROWAVE WITH DUCTLESS HOOD. �7 PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. ® PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7-DAY PROGRAMMABLE THERMOSTAT OR EQUAL. O PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE-UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED, Joseph, Lawrence & Co Consulting Engineer's 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.9714466 WWW.JLCENG.C©M 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 Zophyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.63 Unit Al-S -Floor Plan -Mechanical Unit A2-S - Floor Plan - Mechanical 1 /4" = 1'-011 1 /411 = 1'-0" Unit Al-S - Fourth Floor - Floor Plan - Mechanical 1 /411 = 1'-0" NATURAL VENTILATION CALC. UNIT Al-S UNIT FLOOR AREA: 567 MIN. VENTILATION AREA: 22.7 (UNIT AREA * 47.) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT Al-S HORIZONTAL LENGTH: 31.5 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' �2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 48.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 48.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALC. UNIT Al-S 4TH FLOOR UNIT FLOOR AREA: 567 MIN. VENTILATION AREA: 22.7 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT Al-S 4TH FLOOR HORIZONTAL LENGTH: 31.5 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): XX THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "'THIS DRYER VENT IS 48.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALC. UNIT AM UNIT FLOOR AREA: 640 MIN. VENTILATION AREA: 25.6 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT A2-S HORIZONTAL LENGTH: 34 VERTICAL LENGTH: 7 90, (5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 51 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR' TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 51' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". GENERAL NOTES: 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE. 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A j" SLOPE TOWARD OUTLETS FOR THE FIRST 5-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O �1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. O ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. 0 INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. O4 ROUTE 4"0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. O ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP NO BIRD SCREEN) PER RISER DIAGRAM. © MICROWAVE WITH DUCTLESS HOOD. PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. ® PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7-DAY PROGRAMMABLE THERMOSTAT OR EQUAL. O PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE-UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. Joseph. Lawpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FO UMN m n o ARCHITECTURE & a INTERIOR DESIGN, INC. c 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 4 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMBIAJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.64 GENERAL NOTES: FORUME Unit Al -S-BW - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT Al-S-BW UNIT FLOOR AREA: 567 MIN. VENTILATION AREA: 22.7 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC, UNIT Al-S-BW HORIZONTAL LENGTH: 31.5 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 48.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS, MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 48.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /4„ - 1'-011 Unit Al-S-BW - Fourth Floor - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT Al-S-BW 4TH FLOOR UNIT FLOOR AREA: 567 MIN. VENTILATION AREA: 22.7 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 51 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN, ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC, UNIT Al-S-BW 4TH FLOOR HORIZONTAL LENGTH: 31.5 VERTICAL LENGTH: 7 99 (5 FT EACH): 10 45' (2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 48.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 48.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 11/4" = V-0" 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE, 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AMU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A j" SLOPE TOWARD OUTLETS FOR THE FIRST 5'-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O Q MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. V INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. ® ROUTE 4"0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. ROUTE 4*0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. ® MICROWAVE WITH DUCTLESS HOOD. 0 PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. ® PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7-DAY PROGRAMMABLE THERMOSTAT OR EQUAL. O PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE-UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P--500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. I* 1 Joseph, Lawrence & Co Consulting Ingineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG,COM CA NO. 28730 Mx 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: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.65 GENERAL NOTES: FO UM E 04 Unit B2 - Fourth Floor - Floor Plan - Mechanical n� Unit 132-13W - Fourth Floor - Floor Plan - Mechanical 1 /4'I - 1'-0" 1 /4" = 1'-0" Unit 132-13W - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT 132 UNIT FLOOR AREA: 802 MIN. VENTILATION AREA: 32 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING. KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT B2 HORIZONTAL LENGTH: 32 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 49 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 49' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". NATURAL VENTILATION CALL. UNIT B2-BW UNIT FLOOR AREA: 802 MIN. VENTILATION AREA: 32 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT B2-BW HORIZONTAL LENGTH: 32 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 49 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 49' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". n� NATURAL VENTILATION CALC. UNIT B2-BW 4th FLOOR UNIT FLOOR AREA: 802 MIN. VENTILATION AREA: 32 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT 132-BW 4th FLOOR HORIZONTAL LENGTH: 32 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 49 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 49' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1/4" - 11-0" 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE. 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A j" SLOPE TOWARD OUTLETS FOR THE FIRST 5'-0". EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: U 1� MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. O INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. O4 ROUTE 4"0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. 50 ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. © MICROWAVE WITH DUCTLESS HOOD. 7� PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. O PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7—DAY PROGRAMMABLE THERMOSTAT OR EQUAL. PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE—UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P-500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES, 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. Joseph, Lawrence cx Co Consulting Engineers 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 JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.66 GENERAL NOTES: Unit B4 - Fourth Floor - Floor Plan - Mechanical NATURAL VENTILATION UNIT B4 4TH FLOOR UNIT FLOOR AREA: 780 MIN. VENTILATION AREA: 31.2 (UNIT AREA * 4%) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALL. UNIT B4 4TH FLOOR HORIZONTAL LENGTH: 29 VERTICAL LENGTH: 7 90' 5 FT EACH): 10 45' 2.5 FT EACH): 0 TOTAL EQ. LENGTH (FT): 0 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNEC11ON STATING "THIS DRYER VENT IS XX' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /4" = 1'-0" Unit C1 - Fourth Floor - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT C1 4TH FLOOR UNIT FLOOR AREA: 1000 MIN. VENTILATION AREA: 40 (UNIT AREA * 4X) ACTUAL VENTILATION AREA: 66 (OPERABLE OPENING AREA) NATURAL VENTILATION CALCULATIONS BASED ON FLORIDA MECHANICAL CODE CHAPTER 4, SECTION 402. PER FMC SECTION 401.2 NATURAL VENTILATION IS BEING PROVIDED TO THE DWELLING UNIT THROUGH OPERABLE WINDOWS AND DOORS. THE ADJOINING KITCHEN SPACE COMMUNICATES DIRECTLY WITH THE LIVING NATURALLY VENTILATED LIVING SPACE PER FMC SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALC. UNIT C1 4TH FLOOR HORIZONTAL LENGTH: 20 VERTICAL LENGTH: 7 90' 5 FT EACH): 5 45' 2.5 FT EACH). 2.5 TOTAL EQ. LENGTH (FT): 35.5 THIS DRYER VENT TOTAL EQUIVALENT LENGTH EXCEEDS THE CODE MAXIMUM OF 35 FEET, ANY CLOTHES DRYER CONNECTED TO THE DRYER EXHAUST SYSTEM IS REQUIRED TO HAVE A MANUFACTURER'S SERVICE RATING THAT MEETS OR EXCEEDS THE OVERALL DRYER VENT LENGTH OF THIS SYSTEM AS CALCULATED PER THE DRYER MANUFACTURER REQUIREMENTS. MECHANICAL CONTRACTOR TO PROVIDE PERMANENTLY AFFIXED LABEL IDENTIFYING THE TOTAL EQUIVALENT LENGTH OF THE UNIT DRYER EXHAUST SYSTEM AS LISTED ABOVE WITHIN 6 FEET OF THE DRYER EXHAUST DUCTWORK CONNECTION STATING "THIS DRYER VENT IS 35.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /4" = 1'-011 1. PROVIDE 1" DOOR UNDER CUT IN ALL BEDROOMS IN ADDITION TO TRANSFER GRILLE. 2. ALL EXHAUST OUTLETS SHALL BE FARTHER THAN 3 FEET AWAY FROM ANY OPERABLE WINDOWS. 3. DUCT SYSTEMS ARE TO BE SEALED WITH TAPE COMPLYING WITH UL 181, MASTIC GASKETS, OR AN APPROVED SYSTEM AS REQUIRED BY THE ICC IRC, SECTION M1601.3.1 OR ICC IMC, SECTION 603.9 TO REDUCE LEAKAGE. 4. ALL MATERIALS INSTALLED WITHIN PLENUM RETURN CLOSET SHALL BE ASTM E-84 25/50 FIRE/SMOKE RATED OR BE WRAPPED WITH ASTM E-84 25/50 FIRE/SMOKE RATED MATERIAL USE PLENUM RATED FIELD WIRING EQUAL TO SOUTHWIRE WITHIN AHU CLOSET. FULLY INSULATE EXPOSED SCHEDULE 40 PVC PIPING WITH 3M FIRE BARRIER PLENUM WRAP 5A+ OR EQUAL. 5. EXHAUST VENT DUCTWORK TO BE INSTALLED WITH A J" SLOPE TOWARD OUTLETS FOR THE FIRST 5-00. EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O O1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL �2 ROUTE REFRIGERANT AND CONDENSATE LINES DOWN WITHIN MECHANICAL CLOSET WALLS TO 1ST FLOOR AND UNDER SLAB. REFER TO PLUMBING PLANS FOR CONDENSATE ROUTING. ROUTE REFRIGERANT LINES PER RISER DIAGRAM. 3� INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL, O4 ROUTE 4*0 EXHAUST DUCT FROM WALL MOUNTED EXHAUST FAN THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP PER RISER DIAGRAM. O ROUTE 4"0 DRYER EXHAUST DUCT THROUGH TRUSS SPACE TO BUILDING SIDEWALL PER DETAIL. TERMINATE DUCT AT EXTERIOR WALL CAP (NO BIRD SCREEN) PER RISER DIAGRAM. © MICROWAVE WITH DUCTLESS HOOD. O PROVIDE RETURN AIR GRILLE ABOVE DOOR TO AIR HANDLER CLOSET. REFER TO AIR DEVICE SCHEDULE FOR EXACT SIZE. ® PROVIDE HONEYWELL VISIONPRO 8000 TOUCHSCREEN 7—DAY PROGRAMMABLE THERMOSTAT OR EQUAL. J PROVIDE LOUVER ABOVE DOOR TO THE LAUNDRY CLOSET FOR DRYER MAKE—UP AIR. UL ASSEMBLY REQUIREMENTS: INSTALL LOWER FLOOR DUCTS IN THE L-500 FLOOR TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL US11NG FOR THE L-500 SYSTEM. INSTALL TOP FLOOR DUCTS IN THE P--500 ROOF TRUSS SYSTEM. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE P-500 SYSTEM. 1. PROVIDE CEILING RADIATION DAMPERS AT ALL SUPPLY AND TRANSFER DUCTS AND REGISTER PENETRATIONS. 2. MAXIMUM DAMPER SIZE OF 324 SQUARE INCHES (18X18) AND NO MORE THAN 162 SQUARE INCHES PER 100 SF OF CEILING AREA. 3. MAINTAIN 1" BETWEEN DAMPERS AND TRUSSES. 4. PROVIDE MINIMUM 2" SEPARATION BETWEEN DAMPERS. 5. INSTALL ONLY RADIATION DAMPERS THAT ARE UL LISTED FOR THE ASSEMBLY IN WHICH THEY ARE INTENDED. Joseph. Laweence & Co Consulting Engineees 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 JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 0 EDITED BY: SMB/AJB r PROJECT NO. 4097 U z Enlarged Unit Plans Mechanical M 15,67 FORUMN ARCHITECTURE & FLEX DUCT SCHEDULE CFM FLEX SIZE 0 - 35 4"0 36 - 60 5'0 61 - 100 600 101 - 140 7"0 141 - 210 8"0 211 - 280 9"0 281 - 400 1000 401 - 600 12"0 601 - 900 14"0 901 - 1,300 16"0 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. FAN SCHEDULE MARK AREA SERVED TYPE CFM T.S.P. HP/WATTS RPM VOLTS/PH SQNES MANUFACTURER & MODEL NO. NOTES EF-1 UNITS CEILING 52 0.25 7.7 WATTS 1,050 120/10 0.5 PANASONIC FV-051OVSC1 OR EQUAL 1., & 2. NOTES: 1. EXHAUST FAN EQUIPPED WITH 4' OVAL CONNECTION. PROVIDE DUCTWORK TRANSITION AS REQUIRED. 2. EXHAUST FAN TO OPERATE ON INDIVIDUAL SWITCH WITHIN BATHROOM. AIR DEVICE SCHEDULE (APARTMENTS) MARK DESCRIPTION FACE SIZE NECK 1 MATERIAL MANUFACTURER & MODEL NO. NOTES A LOUVERED FACE SUPPLY DIFFUSER 81Px4' SEE PLAN STEEL USAIRE 201 M 1. B LOUVERED FACE SUPPLY DIFFUSER 10"x6" SEE PLAN STEEL USAIRE 201 M 1. C RETURN AIR TRANSFER GRILLE 14'x6" SEE PLAN ALUMINUM TAMARACK TECHNOLOGIES RAP 14.8 1. D RETURN AIR TRANSFER GRILLE 14"x8" SEE PLAN STEEL USAIRE 1400 1. E LOUVERED FACE RETURN GRILLE 24"x6" SEE PLAN STEEL USAIRE 1400 1. F LOUVERED FACE RETURN GRILLE 30"x6" SEE PLAN STEEL USAIRE 1400 1. G I LOUVERED FACE RETURN GRILLE 30"x8" SEE PLAN STEEL USAIRE 1400 1. H I LOUVERED FACE SUPPLY DIFFUSER - SIDEWALL 10"x8" SEE PLAN STEEL USAIRE 4000SVM 1. NOTES: 1, COORDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. APARTMENT DX SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE INT UNIT ELEC. UIREMENTS UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE XTER STATIC DRIVE ENTERING LEAVING TOTAL N0. OF TOTAL VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER MOUNTING NOTES SERVED FLOW AIR FLOW PRESS TYPE HP AIR TEMP. AIR TEMP. CAPACITY TYPE EFFICIENCY THICKNESS STAGES KW PHASE CIRCUIT CIRCUIT (H"xW"xDl WEIGHT (CFM) (CFM) IN.WG. (F DB/WB) (F DB/WB) (BTUH) MCA MOCP (LBS.) AHU-1 A1, A2, A3 600 1 0.3 1 DIRECT 1 1 3 1 80.0 67.0 56.0 54.0 1 18,000 1 THROWAWAY 1 25%-30% 1 1" 1 1 1 6 1 208 10 1 36.0 1 40 1 36 x20 x16 84 GOODMAN OR EQUAL AWUF190816* WALL 1., 2. & 3. AHU-2 B1, B2, 133 B4, B51 800 1 1 0.3 IDIRECTI 1 3 1 80.0 67.0 56.0 54.0 1 24,000 1 THROWAWAY 25%-30% 1 1" 1 1 1 6 1 208 10 1 36.0 1 40 1 36"x20"x16" 84 GOODMAN OR EQUAL AWUF250816* WALL 1., 2. & 3. AHU-3 C1 1 1,000 - 0.3 1 DIRECT 1 1 2 1 80.0 67.0 1 56.0 54.0 1 30,000 1 THROWAWAY 1 25%-30% 1 1' 1 1 1 7.5 1 208 10 1 49.1 50 1 36'x24'x21" 109 GOODMAN OR EQUAL AWUF321016* WALL 1., 2. & 3. NOTES: 1. PROVIDE COMPLETE WITH PULL TYPE DISCONNECT SWITCH (PROVIDED BY DIVISION 16) AND HONEYWELL TH8321WFlOOl 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. APARTMENT 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 % ON, NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA MOCP SEER UNIT SIZE (W xW xD) OPERATING WEIGHT (LBS.) QW• FLA (EA.) CU-1 GROUND 95, 1 1 100 1 1 1 1 8 1 208 10 1 9.0 1 1 1 0.70 12.0 11 0 1 14.0 1 28"x26"x26' 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2 GROUND 95, 1 1 100 1 1 1 1 8 1 208 10 1 13.5 1 1 1 0.70 17.6 1 30 114.0 1 33"46"46" 136 GOODMAN OR EQUAL GSX140251* 1. & 2. CU-3 GROUND 95 1 100 1 1 1 1 6 1 208110 12.8 1 1 1 0.95 17.0 1 25 1 14.0 1 33"x29"x29" 162 GOODMAN OR EQUAL GSX140311 * 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. Josepk, Lawpence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U z Z w 0 0 a z 06 w I 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 2�, SHEET REVISIONS: EDITED BY: SMBIAJB PROJECT NO. 4097 Schedules Mechanical z U M 15.71 0 LL 0 FORUME ARCHITECTURE & OUTSIDE AIR CALCULATIONS (CORRIDORS) CLASSIFICATION OCC, FACTOR OCCUPANCY/ 1000 SQFT. (PERSONS) ASHRAE 62.1 VALUES PER TABLE 6.2.2.1 SPACE AREA (SQFT) SPACE LOAD (PERSONS) OUTDOOR AIR REQUIRED (CFM) OUTDOOR AIR SUPPLIED (CFM) Rp Ra Az Pz AHU-1.1 CORRIDOR 0 0 1 0.06 1415 1 84.90 85 AHU-1.2 CORRIDOR 0 0 1 0.06 1247 1 74.82 80 AHU-1.3 CORRIDOR 0 0 1 0.06 1247 1 74.82 80 AHU-1.4 CORRIDOR 0 0 1 0.06 1247 1 74.82 80 AHU-2.1 CORRIDOR 0 0 1 0.06 1355 1 81.30 85 AHU-2.2 CORRIDOR 0 0 0.06 1183 1 70.98 75 AHU-2.3 CORRIDOR 0 0 1 0.06 1183 1 70.98 75 AHU-2.4 CORRIDOR 0 0 0.06 1183 1 70.98 75 TOTAL 10060.00 8.00 603.60 635.00 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 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 (CORRIDORS) MARK DESCRIPTION FACE SIZE NECK MATERIAL MANUFACTURER & MODEL NO. NOTES CA LOUVERED FACE SUPPLY DIFFUSER - CEILING 12"x12" SEE PLAN STEEL TRUAIRE 560 1. CB LOUVERED FACE RETURN GRILLE 180x18" SEE PLAN STEEL TRUAIRE 170 1. NOTES: 1. COORIDINATE SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. CORRIDOR DX SPLIT AIR HANDLING UNIT SCHEDULE FAN COOLING COIL FILTERS ELECTRIC HEATING COIL SINGLE INT UNIT UNIT INFORMATION MARK LOCATION SERVED TOTAL AIR FLOW (CFM) OUTSIDE AIR FLOW (CFM) ESTETAR STIC PRESS IN.WG.• DRIVE TYPE HP I ENTERING ENTERING AIR TEMP. (F DB/WB) LEAVING AIR TEMP. (P DB/WB) TOTAL CAPACITY (BTUH) TYPE EFFICIENCY THICKNESS OF STAGES TOTAL KW VOLTAGE/ PHASE SINGLE CIRCUIT MCA SINGLE CIRCUIT MOCP UNIT SIZE (H xW xD ) OPERATING WEIGHT (LBS-) MANUFACTURER MODEL NUMBER MOUNTING NOTES MU-1.1 CORRIDOR BLDG TYPE 1 800 85 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 24000 THROWAWAY 25%-30% 1" 1 5 208 10 27.0 30 54 x18 x21" 129 GOODMAN OR EQUAL ASPT29814* METAL STAND 1., 2., 3. & 4. AHU-1.2 CORRIDOR BLDG TYPE 1 600 80 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18,000 THROWAWAY 25%-30% 1" 1 5 208/10 27.0 30 45"08"41" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. AHU-1.3 CORRIDOR BLDG TYPE 1 600 80 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18,000 THROWAWAY 25%-30% 1" 1 5 208/10 27.0 30 45"08"41" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. MU-1.4 CORRIDOR BLDG TYPE 1 600 80 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18000 THROWAWAY 25%-30% 1" 1 5 208/10 27.0 30 45"x18"x21` 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. AHU-2.1 CORRIDOR BLDG TYPE II 600 85 1 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18,000 THROWAWAY 25%-30% 1" 1 5 208/10 27.0 30 45"x18`x21" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. MU-2.2 CORRIDOR BLDG TYPE 11 600 75 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18,000 THROWAWAY 25%-30% 1" 1 5 208/10 27.0 30 45`08"x21" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. AMU-2.3 CORRIDOR BLDG TYPE it 600 75 0.8 DIRECT 3 4 80.0 67.0 56.0 54.0 18,000 THROWAWAY 25%-30% 1" 1 5 20$ 10 27.0 30 45"x18"41" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. MU-2.4 CORRIDOR BLDG TYPE 11 600 75 0.8 1 DIRECT 3 4 1 80.0E 56-0 54.0 18 000 THROWAWAY 25%-30% 1" 1 1 5 208/10 1 27.0 30 45"x18"x21" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. 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. CORRIDOR DX SPLIT CONDENSING UNIT SCHEDULE (STRAIGHT COOL) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN TEMP. (F) Q1Y. CAPACITY STEPS % QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA EACH CONDENSER FANS MCA MOCP SEER UNIT SIZE ( H"xW"xD") OPERATING WEIGHT (LBS.) QTY. FLA (EA) CU-1.1 GROUND 95, 1 100 1 1 8 208/10 13.5 1 0.70 17.6 30 14.0 33"x26"x26" 136 GOODMAN OR EQUAL GSX140251 * 1. & 2. CU-1.2 GROUND 95 1 100 1 118 208/10 9.0 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-1.3 GROUND 95, 1 100 1 1 8 208/10 9.0 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-1.4 GROUND 95, 1 100 1 1 8 208/10 9.0 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2.1 GROUND 95, 1 100 1 1 1 8 208/10 9.0 1 0.70 12.0 1 20 14.0 1 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2.2 GROUND 95, 1 100 1 1 8 208 10 9.0 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2.3 GROUND 95, 1 100 1 1 8 208/10 9.0 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2.4 GROUND 95. 1 1 100 1 1 8 208 10 9.0 1 1 0.70 12.0 20 14.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 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 OUTSIDE �R�- DRIVE ENTERING LEAVING TOTAL SENSIBLE COIL COIL (FINS TOTAL VOLTS/ HEATER VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW SRC TYPE FLA AIR TEMP. AIR TEMP. CAPACITY CAPACITY AREA ROW TYPE EFFICIENCY THICKNESS CAPACITY PHASE WATTS PHASE CIRCUIT CIRCUIT (H"xW"xD� WEIGHT (CFM) (CFM) IN.WG. (F' DB/WB) (P DB/WB) (BTUH) (B1TIH) (SQ.FT.) (B1UH) MCA MOCP (LBS.) MAU-1 FACP 1 370 1 - I - I - 1 0.33 1 80.0 67.0 56.0 54.0 1 12,000 1 - I -I - I INTERNAL 1 25%-30% 1 14,000 1 208/10 1 950 1 208/10 1 1 1 - I 12"x35"x10" 29 MITSUBISHI OR EQUAL 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. MINI -SPLIT CONDENSING UNIT SCHEDULE (HEAT PUMP) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMA11ON MANUFACTURER MODEL NUMBER NOTES OUTDOOR DESIGN (P) QTY. CAPACITY STEPS % QTY.NOMINAL HP VOLTAGE/ PHASE COMPRESSOR RLA/LRA CONDENSER FANS MCA MOCP SEER UNIT SIZE (W xW xD) OPERATING WEIGHTTEMP. (LBS.) QTY. F.L.A. MCU-1 GROUND 95 1 1 1 100 1 1 - 208/10 1 7.0 12.0 1 1 0.50 1 11 1 30 2 05T 25"x33"x11" 93 1 MITSUBISHI OR EQUAL TRUZA0121KA70NA 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH TIME DELAY RELAY AND ANTI -SHORT CYCLE TIMER, 2. DISCONNECT SWITCH PROVIDED BY DIVISION 16. Joseph, Lawpence & Co Consulting Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 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: Q SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0, 4097 Schedules Mechanical M 15.72 MOUNT BOTTOM OF UNIT NO LOWER THAN 6'--8" AFF. WALL MOUNTING BRACKET FURNISHED BY MANUFACTURER. WALL SLEEVE WITH CAPS FURNISHED BY MANUFACTURER. CHECK VALVE IN CONDENSATE LINE. (PROVIDED CONDENSATE PUMP AS REQUIRED) WIRING TO WALL MOUNTED THERMOSTAT 1 CONDENSATE LINE SECURE CONDENSING UNIT USING MIAMI TECH CONDENSING UNIT TIE DOW? STRAP. MODEL NUMBER FL14CUTD OR EQUIVALENT. ROUTE REFRIGERANT LINES AND TO CONDENSING UNIT PER PLAN. INSULATED REFRIGERANT SUPPLY & RETURN LINES. OBSERVE MANUFACTURER'S. RECOMMENDED SIZE AND LENGTH 4"0 DRYER EXHAUST DUCT 6" WALL` 1 HR RATED DRYER VENT BOX MODEL 425 BY IN—O—VATE TECHNOLOGIES www.dryerbox.com OR EQUAL. -----�,, MOUNT DRYER BOX WITH BOTTOM EDGE 6" ABOVE FINISHED FLOOR NOTES: A. WHERE WALL IS FIRERATED, INSULATE AND DRYWALL PER UL LISTED BOX INSTALLATION DETAILS TO MAINTAIN RATING. B. FOR TOP FLOOR DRYER BOXES FLIP EXHAUST DUCT TO THE BOTTOM OF THE DRYER BOX WHEN ROUTING THROUGH THE FLOOR BELOW. METAL DUCT TO HAVE A MINIMUM THICKNESS OF 26 GAUGE MIN.—-,_ 4" ROUND EXHAUST DUCT 4" ROUND ELBOW TRUSS SPACE 2x4 TOP PLATE 3" OVAL TO 4" ROUND TRANSITION. 3" OVAL EXHAUST DUCT WALL MOUNTED EXHAUST FAN 6 DRYER VENT BOX DETAIL 5WALL MOUNTED EXHAUST FAN DETAIL 4 NT�) NT$ UNITS NT8 SCHEDULE 80 PVC CONDUIT SECURED TO WALL (TYP.) — TERMINATE CONDENSATE TO GREEN SPACE OR DRYWELL. SCHEDULE 80 PVC 12" BELOW GRADE (TYP.) LIQUID AND SUCTION LINES ROUTED BELOW GROUND WITHIN REFRIGERANT LINE SLEEVE. (SEE REFRIGERANT LINE SLEEVE DETAIL) LIQUID & SUCTION LINES (TYP.) WALL MOUNTED ELECTRICAL DISCONNECT MIR.) SECURE CONDENSING UNIT USING MIAMI TECH /N1\1flr►101\V^ t t\trr Tr r%^IAAt 4" THICK FIBERMESH REINFORCED CONCRETE PAD, 4" ABOVE GRADE. MIN. (2) #10 SHEET METAL SCREWS THROUGH UNIT HOUSING. (1) 1/2" DIAMETER CARBON STEEL TAPCON EMBEDDED 1-3/4" WITH 2-1/2" MIN. PAD EDGE DISTANCE. PROVIDE 1" THICK INSULATION ON ENTIRE LENGTH OF LIQUID LINESET. PROVIDE 1/2" THICK INSULATION ON ENTIRE LENGTH OF SUCTION LINESET AND CONDENSATE LINE. ---i FLUSH AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOL -- 45' BEND PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4"0 FOR ONE SET OF LINES. 6"0 FOR UP TO 3 SETS OF LINES. LIQUID UN UT7 45' BEND 12" MINIMUM CONDENSATE LINE, PAINT WITH APPLIANCE APDXY. FIN. FLOOR 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. a FOOTER ® ID CONDENSATE DRAIN TERMINATION DETAIL I�VVIL VVI\VVit VI\VILI\ COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE 3 WALL MOUNTED SPLIT SYSTEM 2 GROUND MOUNTED CONDENSING UNIT PIPING DETAIL 1 REFRIGERANT SLEEVE DETAIL ns SUPPORT DETAIL "T$ (REFRIGERANT &ELECTRICAL BELOW GRADE) "T$ 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, Lawrence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO, 28730 m A a N d FORUME 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical M15-81 7 NTS ROOF CAP DETAIL UPPER ATTACHMENT PER SMACNA 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 IND) CEILING (T—BAR SHOWN; GYPSUM BOARD SIMILAR '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 ►LL AROUND. ROUND SPIN —IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISI ADJUSTABLE CLAMP MAX. SAG V' PER FOOT o BETWEEN SUPPORT POINTS `—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 4"0 PLASTIC DUCT CONNECTION. —� 6 NTS DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN SUPPLY DUCT SIZE AS F SHOWN ON PLANS 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. TYPICAL EXTERIOR WALL SEAL PENETRATION AND FLASH PER a MANUFACTURER'S RECOMMENDATIONS. FACTORY f INSTALLED GRAVITY BACKDRAFT DAMPER 2 PIECE HEAVY DUTY PLASTIC WALL CAP, PRIMEX MODEL WC-4 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 MAIN DUCT 2—PIECE WALL CAP WITH SCREW ON OUTER COVER. FACTORY INSTALLED BIRDSCREEN. SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) — BELLMOUTH INSULATION AS REFER TO ARCHITECTURAL PLANS FOR FLOORING. —\ FIRE DAMPER WITH 165' F FUSIBLE LINK AND VOLUME ADJUSTMENT 0 THERMAL BLANKET o INSULATION 16 GAUGE STRAP • y 1 LAYER OF GYPSUM BOARD 5 NTS DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET — DRAWBAND ON FLEXIBLE DUCT (INNER SLEEVE) INSULATION AND JACKET r FLEXIBLE DUCT STEEL CEILING GRILLE FACE J VMETAL PLENUM BOX SUPPORT SCREWED TO ADJACENT FLOOR JOIST. NOTES: 1. DAMPER SHALL BE U.L. CLASSIFIED UNDER U.L. STANDARD 555. 2. THERMAL BLANKET INSULATION SHALL BE U.L. CLASSIFIED UNDER U.L. STANDARD 555. 3. APPLIES TO DIFFUSERS RETURN GRILLES AND TRANSFER GRILLES PENETRATING RATED CEILING. WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) OVERLAP FULL DISTANCE OF NECK 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. RADIATION DAMPER DETAIL (FLOOR JOIST INSTALLATION) POTTORFF CFD-521—IP / L521 ASSEMBLY HANGER STRAP 3 FLEXIBLE DUCT DETAIL ('�-2� FLEXIBLE DUCT CONNECTION DETAIL NT8 NTS NTS FIRE DAMPER WITH 166 F FUSIBLE LINK AND VOLUME ADJUSTMENT THERMAL BLANKET INSULATION ATTIC ROOF TRUSS-7 2 LAYERS OF TYPE X GYPSUM BOARD. --- 4 NTS "''PORT FROM STRUCTURE FLEXIBLE D SAG NOT T EXCEED X" FOOT MAX. FLEX DUCT MAINTAIN Rwuw ur BEND TO NOT LESS THAN ONE DUCT DIAMETER, STEEL CEILING GRILLE FACE --� NECK SIZE $M6= THAN CEILING_ OPENING SIZE NOTES: 1. DAMPER SHALL BE U.L. CLASSIFIED UNDER U.L. STANDARD 555. 2. THERMAL BLANKET INSULATION SHALL BE U.L_ CLASSIFIED UNDER U.I.. STANDARD 555. 3. APPLIES TO DIFFUSERS RETURN GRILLES AND TRANSFER GRILLES PENETRATING RATED CEILING. RADIATION DAMPER DETAIL (ATTIC SPACE INSTALLATION) POTTORFF CFD-521—BT / P522 ASSEMBLY FLEX DUCT HANGER DETAIL i..11t(TYP.) 1-1/2- MIN. SUPPORT STRAP 18" MAX. FROM DEVICE AND 5'-0" ON CENTER. u.►inrn C•re W. 20M 16 GAUGE STRAP METAL PLENUM BOX SUPPORT SCREWED TO ADJACENT JOIST. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 5'-0". 2. STRAPS SHALL BE MINIMUM 1-1/2". 3. REFER TO SMACNA AND FLORIDA MECHANICAL CODE FOR ADDITIONAL REQUIREMENTS. 4. FOR COMMERCIAL PROJECTS MAX FLEX DUCT LENGTH TO BE 12'-0". 5. FOR MULTI -FAMILY PROJECTS FLEX DUCT LENGTH HAS NO MAXIMUM LIMIT. Joseph. Lcawrence & c© Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 m �a a FORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. C 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 ' 407.830.1400 AA0002731 www,forumarchitecture. com Zephyr Commons Apartments City Of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical M 15.82 FORUMN FLEXIBLE SUPPLY AIR DUCT --- CEILING PROVIDE RADIATION DAMPER AT CEILING PENETRATION, SUPPLY, RETURN & OUTSIDE AIR SIZED AS FOLLOWS: (0-600 CFM)-12x12 (601-750 CFM)-12x14 (751-950 CFM)-14x14 (951-1500 CFM)-16x16 (1501-2000 CFM)-1$x18 DUCT MOUNTED RADIATION DAMPER RESET ACCESS PANEL. TYPICAL ALL DUCTS WITH RADIATION/FIRE DAMPERS, lo 2"-6" A.F.F. FIN. FLOOR N NTS SUPPLY AIR DUCT AIR HANDLING UNIT STEEL ANGLE UNIT STAND/ RETURN AIR PLENUM VERTICAL AHU DETAIL (CORRIDOR) RETURN AIR DUCT FLEXIBLE RETURN AIR DUCT I;t311WIA1111111 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 PROVIDE RADIATION C AT CEILING PENETRA1 SUPPLY, RETURN & OUTSIDE AIR SIZED A FOLLOWS: (0-600 CFM)-12x12 (601-750 CFM)-12x (751-950 CFM)--14x (951-1500 CFM)-16 (1501-2000 CFM)-1 DUCT MOUNTED RADI DAMPER RESET ACCE PANEL. TYPICAL ALL WITH RADIATION/FIRE DAMPERS. SCHEDULE 40 PVC CONDENSATE RISEI WITHIN WALL. REFI RISER DIAGRAMS FC SIZING. LIAIAI C`I InMI V C111/'.Y'1►Ihh1i CLEAN —OUT PLUG UNION SECONDARY FLOAT SWITCH (SAFE—T—SWITCH SS2) CLEAN —OUT PLUG .,-- (UNIT PRESSURE + 2" ) (UNIT PRESSURE + 2" ) 2" Nom: 4 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. 3 1 CONDENSATE DRAIN DETAIL NTS ICTWORK FIRE RATED CEILING kTER ROUTED VG SPACE TO ORES. REFER LANS FOR )T WATER & 'PLY RISER 2 TO DIAGRAMS SUPPLY EPTUNE TO DETAIL N. 1 -� CLOSET MOUNTED AHU DETAIL NTS (APARTMENT) VILJL V IILVV RETURN GRILLE ABOVE DOOR FOR RADIATION DAMPER ACCESS. REFER TO MECHANICAL UNIT FLOOR PLANS FOR GRILLE MARK AND SCHEDULE FOR SIZING. PROVIDE RADIATION DAMPER ACCESS PANEL IN SUPPLY DUCT AT FRONT. PROVIDE FULLY LOUVERED METAL DOOR. IF LOUVERED DOOR IS NOT PROVIDED RETURN GRILLE: ABOVE DOOR IS REQUIRED TO BE LARGE ENOUGH FOR THE ENTIRE AHU CFM. LL MATERIALS INSTALLED WITHIN PLENUM ETURN CLOSET SHALL BE ASTM E-84 25/50 RE/SMOKE RATED OR BE WRAPPED WITH 3TM E-84 25/50 FIRE/SMOKE RATED ATERIAL. USE PLENUM RATED FIELD WIRING R WRAP WIRE IN METAL FOIL WITHIN AHU LOSET. IEEP DRAIN PAN WITH 1" DRAIN CONNECTION. 10 Joseph, Lawrence & Cc Consulting Engineers 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 JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0, 4097 Details Mechanical M15083 FORUME System No. F-C4014 F Rating —1 Hr T Ratling -- 0 Nr SECWN A -A 1. Floor --- Calling Assembly -- The 1 hr Wrated wood Jold floor-cellassembly "I reed of the materials and In 1ha manner spedled In tfarr lead viduall L540 Series Fl Dr -Ceding Designs in the UL Fire Resistance I)iredpry, as summarized below. A: Flora System — Lumber or plywood srubtcor with finish floor'of lumber, plywood or Floor Topping MlxtuW as specified In Individual Floor Do*, Max diem of floor opening Is 3 in. B. Joists -- Nom 10 In. deep (or deeper) lumbwer, steel or cmc Wnstionm lumber and *0 joists, trusses or Struckiral Wood Memb " with WON as required and with end stopped. C. Gypsum BooW -- Nam 518 In. Oki as specified in the adnriduai Fim-C tg Do&*. Max diary+ of openings Is 3 In, 2. Chase Wall — (mil) - The through penetrant (item 3) may be muted through a 1 hr Are -rat single, double or staggemd woad studlgypsu m wallboard clum wait shall be consfruded of the materials and in the manner specified In the IndivicIuai U300 Series Wd and Partition Designs in the UL Fire Resistance Dirrecto y and she# inducle the Wowing construction features: A. Studs — Nom 2 by 6 In. or double ncstt 2 by 4 In.. lumbar surds. B. Sole Mitts -- from 2 by 6 in, or parsfW 2 by 4 In. k~ plates, tlg*. butted, C. Top Plat —The double trap plate shall consist of two norm 2 by 6 In. or two to, of porallel 2 by 4 In, turrmiber plates, 0ghtly butted. Max diam of openings Is 3 In. D. Gypsum Board* --- Thickness, , , number of layers and fasteners shall be as sWJW in the Ind vidoof WaA and Partitioo Deelgn. Reproduced by HILTI, Inc. Courtesy of �� � �' Underwriters t borator , Inc. HIM Firtalto September le 2007 P ��'�"� Page:1 of 2 System No. F-C4014 F Rating —1 Hr T Rating — 01 Hr 3. Tlhmznugit-Panetrents -- Pipes, conduits, tumbling and cables to be bunctl d and c:ermterad In the wing. The space between penetrants and the periphery of the opening sharp be min iN in. to max 314 In. Pen*of is to be rigidly supported on both aides of the ibor ing assembly. A. Metallic Pipes --- A max of two metallic pipes, conduits or tubing, (one 314 In. diem and one 112 In. diewm) to be Installed within the t%restop system. The Wowing types and sizes of metallic pipes, o duets or tnthirng may be roused: Al. Steal Pipe — Nor 3l4 In. mom (or small Schedule 5 (or heavier) steel pipe. A2. Conde — Nam 34 In. diem (or smaper) steel electrical metallic or steel emit. A& Copper Tubing -- Nom V4 In., mdiam (or smaller) Type L (or heavier) copper tubing. A4. Copper Pipe -- Nom 314 in. diem (or smaller) Regular (or heavier) Wiper pipe. S. Nonmetallic Pipes, — A max of one nonmetallic pie sr be Installed within, the *estop system,"' he followlnp types mtml mores of nonmetallic pipesmay time used, 131. Polyvinyl C (PVC) Pipe — Nom 1i2 In, diem (or smaller) ale 40 solid chore PVC pipe for use In closed (ems or supply) or vented (dram„ waste or vent) pipling systems. 82. Chknrinated Po jtyl CNorids (CPVC) Pipe — Noun 112 in. diem (or smaller) $DR17 CPVC pips for use In dosed (process or supply) or vented (drab, waste or vent) piping systems. C. Cables --- A max of two 410 No.18 AWG (or smaller) thermostat cables with PVC insulation and PVClnyion jacketing maternal. D. Tube ImasAtIon -- Piratic+--- Nett t12 in, ftk scaylonitre d4orlde (AEVPVC) %) as foam krrrilshed In the fora of t ubiing. Tube insulation to be Installed on a max of one metric poe or 4thing. See Ptasti + (QMFZ2) catmm in the Plastics Rid Co rponent Woctory for names of manufacturers. Any Recognized Component tube insulation material the above specifications and having a ill. 94 Flammability Cieosfttion of 94-5VA may be used. 4. Fit 'Void or Cavity Miamian'' -- Sealant --- Met :i14 In. #kAnoss of fill material applied within Ow annulus, Rush! with top surface of floor ,or sole plate. Min 618 irm tlhdness of A8 material applied within the annulus:; flush wwfth than bohDrn surface of the owing or lower top pate. HILTI CONSTRUCTION CHEMICALS, DIV" OF HILTI INC F$ — ONE 8solonnt *Seari% the UL CWssilication Marking +Beaainq the UL Recognized Componeml Bark IMII�� SS I p Reproduced by HILTI, Inc. Courtesy of tLimu Undsrwfts Laboratories, Im rj& t H1M Firs► BWp ';�y�� September 1$, 2007 Page: 2 af2 13't L'LF? � .tw,a wuu 1479 WCamrrmmnMas System No, F-C-7013 ANSPJL1479 (ASTM E614) CAN JLC $115 F Ratttg-- i * F --1 �t T Rafting -- 0 Hr FT Re" —1Ia Hr FH Raft —1 Hr FTH Roling — 0 Hr SECTM A -A 1. Floor.Ceft Assembly - -The t hr Ar"rled sold or trusses kinber)W floor-ceftig ass shell be coed vcW of the materials arc# in the manner sperillied In the lnd[uid W LSW Series Floor-Celling DMIgns In the UL Fire Resistance Directory. The general construcdon features of the flacrrr ceft assembly are summarized beltw. A. Flooring System — Lumber or plywood subdoor with *40 soar of lumber, *rm od or Floor Topping f tune* as specilled In the lndivkuW boar DWgo. Max therm of opeiltg shall be $414 in.; (M mm). •— S. Wood ,Io�t Nor ltii In. (4) deep (or eper)'Iuftsar, shred or corrma*atfon lumber and steel jolds, trusses or Viral Wood Menowo MM as required and Wth ends C. G ' Board` — NM 4 It (112 m) wide by 518 K (16 mm M) tthick as Vecilled In IN Indltmt'ual Flroa'4Coft lea. Max dtam of OpON shall be a-114 In. (133 rut 1.1 Chase Wall -•- (Not shown, Option 'l"her through pmxftft (Item 2) may be muted through a. I hr meted singly, double or staggered wood skid/gypsum waaromrd dtass wall having a fre rating consisterrt with that of the tbor assembly. The chases wallshall be m onstnrcied of the materials arid d in the manner spcciAed in the hAftW #J'.)fift Sedes Wad and Paton Design In tie UL Fire Resistance Diredwy and shal In dude the Nowing construction features: A. Skids — Nom 2 by 61n. (51 by 152 mm) lumber or doubb nom 2 by 4 In. (51 by 102 mitt) lumber c1s. S. Sole Rate — Nom 2 by 6In. (51 by 152 mm) lumber or p&AW 2 by 4 lrr. (51 by 102 mm) lumber planes, tightly boded. Maas diem of opening shall be 6-114 rh C. Top Pate -- The double top pkile ash consist of tiro norm 2 by 6 In. (51 by 152 Harr) lumber plates or two sets of nom 2 by 4 In. (51 by 102 mm) lr armor pis tghlk butt+ad. Marc dram of openirg Is 6-114 th. (133 mmm D. Gypsum Board" -- ftknesss, type, number of layers aW fasterweata shad boas spedlied In kwividual Wall and Pad lwIgn, Reproduced by Hd.n Inc. Courtesy of LWamilem Laboratories, Inc. Wliti Fi restop Systeltns Jana ary20, 2015 Page: System No. F7013 m�• 2. Steel Duct—Nom 4In. (102 mm) deem (or smaller) No. 28 gauge sear heavier)steel duct to be lnsMW eltter conconhbally or ecoontrically win the fireslop system. The annu l ar spaace between duns and periphery of opening sholl be min of 114 In. (6 'ntm) to max 314 in. (191 mm). Steel dud to be m yauk'ran boot sides of floor fay. 3., Fit. VoM or Cavity `dent — Min 314 In. (t0 mm) tiftness of sealant a0w wtliiih the amnm^m*r space, flusFm v* t p surface of ow or sole Oats, Min 5 $ In. (16 runt) thigkn ass of nt Wft annular space, ter with bottorn surka of gypsum boalyd or low top plate. HL71 +CENISTRUC 1 ON CHEWALS, DIV OF HIL11 INC — F$-ONE or FS-ONE MAX Intu rnescent Sealant * IrdcaItes such products staff bear two UL or cUL CwWjd m Mark for)udsdlctlons eff*ykV the UL or cUL Cem1l lesson (so as Canada), respecth*. I�IIIItIII�M M,�NI��I HIM Firestop Systetrns Reproduced by HLTI, Inc. Cmdtay of Uinder►nwrlters Laboratories, Inc. January 20,2015 2 of 2 C v us clodmoy u10W. to UL u79mg CAKU0015 System No. W►-L-7017 ANSVUL1479 (ASTM E814) CANIULC S116 F Radrlg —1 Hr F Rating —1 Hr T Raft-0 Hr FT Rawl—g Hr FN frog —1 Hr FTH Rating -w 0 Hr 8115c N 1. Wd Assembly --The Ma4a3ted gypsum wallboardistud wall assembly shad be constructed of the materials and In the manner described In the k dlAAW U300, U400, V400 or W400 Serfs Wall and Rama Dens In the UL Fire Resistance Directory and shy li nclude the fdlowing construction features: A. &Ws -- Wal boiling may wnslet of eft o wit studs or deal cherinal studs. Wood studs to consist of n r n 2 by 4 In. (51 by 102 men) lumber Wooed 16 ln. (406 mm) OC. Steel ducts to be min 2-1/2 an. (64 mm) wide and max 24 In, (610 mm) t3C. S. Gypsmmm Board *'-- One layer of nom 6/8 In, (16 maim) thick gypsum boomd, as specified In the Individual Wd and Partklon Design. Max diem of opehg is "8 In. (218 rramj. 2. Metallic SWe�1pve��-y����y Nom 8 In. ( 3 mm) alarm ( smaller) Schedule I (c heavier) steel ire cast Into wan assembly with rwt compound and �yy 3. Air Duct —Narn 6 Im (162 rant) dam (or snWW) prefebrl&s4ed No, 28 MSG gaily sheet metal dud. A min 112 In. (13 mom) to max 1-112In, (38 mm)annular space Is megcdred wltNn the flrestop sydem. Duct to be rigidly supported on both sides of wag assembly, 4. Fcsming Mated"' -- Foamed plastic formN material foamed Into opening as a permanent form. Forming material b be recessed from both surfaces of wraf l as reeked to acco mmodste the required thickness of till materiaL HILTI CONSTRUCTION CHFtmA1CALS, DIV OF HILTI INC-- CF812 or CF.AS CJP Foam Slant 5. F1, Vold or Cavity Material* — Min SM In. (16rnlm) thickness of III material applied within annulus, gush wit both surfaces of wra1, HILTI CONSTRUCTION CHEWCALS, DIV OF HILTI INC-- F$-ONE Sealant or FS-ONE MAX fntumri out Seelant * Indicates such products shall bear tiro LiL or UL Csrdllc sfon Mari for juds6dons emtplo tg Ste UL or dIL Certillcratlon (such as Canada), revec"N' ReproducedbyHILTI, lrnc. Cosy of Undenmilem Labarstories. Inc. HIM Fires#op Systems January 26, 2015 Josepk, L iwipence & Co Consulting Engineers 1180 HARWOOD AW., 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 N C r C 0 a C Adam Joseph Barney m P.E. #: 69124 SET DISTRIBUTIONS: U 4= N 0 C 0 m N N c m 0 C 06 A SHEET REVISIONS: EDITED BY: SMBrAJs PROJECT NO. 4097 Details Mechanical M 15.84 C us ans" by Underwefts LsbwdWK km bD UL 1479 XW CAWIC-SI 15 System No. W-L-7042 ANSVUL11479 (ASTM E814) CAN/ULC S115 F Ratings -1 and 2 Hr (See hems I and 3) F Ratings -1 and 2 Hr (See Items I and 3) T Re" - 0 Hr FT Re" - 0 Hr FH Ratings -1 and 2 Hr (See (terns I and 3) FTH Rating - 0 Hr SECTION A -A Reproduced by HILTI, Inc. Courtesy of E= 1 =7M IW I Underwriters Laboratories, Inc. HIM Firestop Systems October 12,2017 System No. W-L-7042 1. Wag Assembly — The I or 2 hr fire rated wallboard/stud wag assembly shad be constructed of the materials and In ft manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shag include tie following construction features. A. Studs — Wall framing may consist of either wood sleds or steel channel studs. Wood studs to consist of nom 2 by 4 in. (61 by 102 mm) lumber spaced 16 in, (406 mm) OC. Steel studs to be min 2-112 in. (64 mni) wide arid spaced 24 in, (610 mm) OC. Additional framing members sheik be used to completely frame the opering for all ducts greater than 20 In. (502 mm) dam. B. Gypsum Board' — For 1 hr assembly, one law of min 5/8 In. (IS mm) 111ft wallboard as required in the Individual Wall and Partition Dealp. For 2 hr assembly, two layers of min 618 In. (16 mm) thick waillboard as reWired In the Individual Well and Partition Design- Max diem of operft Is 14.1/2 In. (368 min) for wood stud wells and 25-112 In, (648 mm) for steel stud wafts,. The hm* F and FH Ratings of the Arestop system are equal to the hwrty fire raft of the wall assembly in which It is jrWaKed, 2. Through Penetrant — Ga1v sled duct to be installed concerMcally or eccentrically within the Areslop system, The annallar space be*mn the, duct and periphery of opening shall be 0 in. (0 mm, point contact) and max 1412 in. (64 mm) Duct to be r1gI* supported on both sides of wall assembly. A. Spiral Wound WAC Duct — Norn 24 in. (610 mm) diem (or smaller) No. 28 MSG (or heavier) gWv steel sp*W wound OA & Sheet Metal Duct — Norn 12 In. (305 mm) diem (or smaller) No. 28 MSG (or heaviv) gslv sheet steel duct, 1 Fill, Void or Cavity Materlall,-4oslant— Min 5M In, (16 mm) and 1-19 In, (32 mm) Wness of 0 material appliod wkWn annulus flush with both skim of wall asurnbly (a I and 2 hr F Ratings, respectNally. When FS-ONE Max is used. min 64 In, (I Omm) thickness i; both I and 2 hr F Ratings. Al the point coritact location between duct and wallboard, a min 112 in, (13 mrn) clam bead of sealant shall be applied at the wallboardIduct Interface on both wdsces of wag assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP6018 Elaslomeric Firestop Sealant, FS-ONE Sealant, FS-ONE MAX Intum"cent Sealant or CP608 Flexible FiffttDp Si SAI Indicatessuch products shall bow the UL or cUL Cartificabon Mark for jurisdictions employing, the UL or cUL Certification (such as Canada), respecovely. smi I Reproduced by HILT], Inc. Courtesy of ON Underwriters Laboratories, I HIM Firestop Systems October 12,2017 EaE 2 of 2 AK't_L7,AV2 clasoad by UndemOters Lobomtories, ler. tD UL 1479 and CAMULC­81 15 System No. W-L-7040 MSVUL1479 (ASTM E814) CANAILC $1 IS F Ratings -1 and 2 Hr (See Items 11and 3) F Ratings -1 and 2 Hr (See Items I and 3) T Rating, - 0 Hr FT Rating - 0 Hr L Rating 'atAmWt - Less Thon, 1,,0FMj$4Lft FI-1,110093 - land ,2 Hr (80 Items I and 3) L Rating at 400T - Less Than I CFWsq ft. FTH Rating - 0 Hr L Rating at Ambient.- Less- Than I CFWsq ft - 7 Rating ,et 400 - 9P!. Less Than I CFM!sq ft 1. Wall Assembly — The fire relied gypsum wallboard/stud wallassehbjy, shall be,construded of the rrigtOrlals and in the manner specified In ft IndividUalrU340 , U00. V400 or V400 Series Wsl[,and 'F`arI1tIon,0e$1i0(jsJn the FIB 'Resistance birectoty. aid shall include he 10dowing cons truction'lostures: A. Studs --'Wall framing may consist, of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. (61 by 102 mm) lumber spaced 16 in. (406:mm) OC. Steel shkW *to be min 2A/2 in. (64 mm) wide and spaced max 24 in. (PI 0 mm). Additional framing members shall be, used to completely frame ground openjm�, B Gypsum Bosrd*:—N*V8.1In. rtaipered edges: The 1gyp8uM,wallboard type, number of, layers aired sheat orientation shall be as specified in tie Individual Wall and Portiopri Design Numoor.'Max Ar" of opining Is 1300 1040,84 m) with the dimension of 50 in. (1. .21 tn). The hourly F and FH Ratings of the firestop system are equal to the Ourly fire rating of the wall assembly In which if Is installed, 2, Steel Duct— Nom 24 In, by Q irk. (610 try 1210, rOm) (or4maller) NO. 24 gauge (or heavier) gale *01 duct to be iristalled within the,firtslop system, The annular, space shall be m, in 0 (point contact) in. to max 2 in,,(61 term)" Duct to be. 00idly supported on, both sides of the WWI aso,mbly. Reproduced by HILTI, Inc,. Courtesy of Uhdorwrilors Laboratories, Inc, HIM Firestop Systems SeP*berI6,20I# Iof System No. W-L-7040 3. Firestop System —The frrestop system Shall Consist of L the fol(Wrig: A. Fill, Void or Cavity MaWdal'- Sealant— Min 5/8 in. .(16mm) thickness of fill material applied Within annulus flush with both suffacesof.wall, At point contact locstion, a min 112' In. (13mm) diam bead of fill material shall beapplied. to the, wall/duct Interlso on, bolh surfaceS, of wall. HILTIICONSTRUCTION'CHEMIt,ALS,,: DIV OF HILT] INC— FS-ONE Sealant, FS-6* �, Intumescent Sealant CP60I S Elastomeric B. , Steel Retaining Angle — No. I 8,'MSG (0.048 in.) gp'lv,stoal: angles cut to . fit conlourof duct r With a 2 in overlap on the.duct and a rnlnI in. overlap on the gypsum board, assembly on both sufaces of wall. 2 in. log of arigo secured.to dud.with min No. 8 by 314 in, long sheet metal screws, spaced a max of 6 in. OC When bead of fill material is used at joint contact locations, angles shall be installed prior to full material curing, Indicatl6s such products shall beer the'UL or cUL C'ert1fication Mark for jprisdictI009 empl00hg:tha'UL:or cUL CoMfid0bri (such as,Cansda), respectively. Reproduced by HILTI, j" Inc.0ourtesy of Underwriters LsboraWft', In . c, HIM Firestop Systems September 1.6, 2015 of *8 CMW%d by UAIMM" L8bV*WW. NM to UL 1479 and CAMC-61 15 System No. W-L-71 53 ANSUUL1479 (ASTM E814) CANIULC S1 15 F Ratings -1 and 2 Hr (See Rem 1) F Ratings -1 and 2 Hr (See Rem 1) T Rating - 112 Hr FT Rating - 112 Hr FM Ratings -1 and 2 Hr (See Item, 1) FTH Raft - M2 Hr I go- A A SEC71ON A -A I, Wall Assembly — The I or 2 hr,fire-rated gypsum wallboardfstud wail assembly shall be onstructed of the malledols sod In the manner described In the Indivilduall U400, V400 orW400 Series Wall or Partition Design In the UL Fire Resistance Directory and shad include the folowing 0onstructiort features: A. Studs — Wad framing shad consist of channel studs. Steel studs to be min 3-112 in, (89 mm) wide and spaced max 24 In. (610 mm) OC. B. Wallboard. Gypsum` — 51e In. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board ", thickness. number of layers, fastenor " and sheet oftnWori shall be as spedfied In the Individual Wall and Partition Des' In the UL Fire ResislIance Directory. Max diem of Wining is 24 in, (610 mm). The hourly F and FH Ratings of the firestop system are equal io the hourly fire rating of the wag assembly in which ft is installed. Reproduced by HILTI, Inc. Courtesy of mm-NdIdju Underwriters Laboratories, Inc, November 15,2017 HIM Firestop Systems 2 System No. W-L-7153 2. Steal Duct — GaIv steel duct to be Installed concentrically or eccentrically within the ftestop system. Duct to be rigidly supported on both sides of wall assembly. A. Spiral Wound WAC Duct — Nom 20 in. (5D8 mm) diem (or smaller) No. 24 MSG (or heavier) gale steel spriial wound duct. B. Sheet " Duct — Non 12 in. (305 mm) dism (or smaller) No. 28 MSG (or heavier) 9allv "at steel duct. 3. Duct Insulation' — Nom 1-110 In, or 2 In. (38 or 51 mm) thick glass fiber be# or blanket (min V4 pd or 56 kg1m3) jacketed on the outside with a fall-scOm-kreft facing. Longitudinal and transverse joints sealed with aluminum foil tape. During the Installation of the fill material, the ban or blanket shall be compressed 5D% such that IN annular space within the firestop system shall be min 114 in, (6 mm) to max 1-1/2 in. (38 mm). See Batts and Blankets - (8KNV) catsM in the Building Materials Directory for names of manufacturers. Any baft or blanket meeting the above specifications and bearing the UL Classilficaton Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index 50 or less maybe used, 4. FIN, Vold or Cavity Material* — Sealant — Min 618 Im (116 mm) thickness of, fill material applied within annulus, flush with both surhum of wall. N vow develop after the 111I materials cures, the vokIs shad be sealed with addWwl 8 material. HILTI CONSTRUCTION CHEMICALS, DIV OF HLTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant Indicates such prodwis shag bear the UL or cUL Cerlificaltion Me* for jurisdictions employing the UL or cUL Certification (such as Canada), resiptictivoly, ELM Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, JnC. L HIM Firestop Systems November 16, 2017 FP-8ge: 2 of 2 0! iosepk, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME ze ARCHITECTURE & 0. .07 INTERIOR DESIGN, INC. 0 C 237 S. Westmonte Drive, Suite 220 0 Altamonte Springs, FL 32714 407.830.1400 S AA0002731 06 www.forumarchitecture.com E 0 U. t Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: ,0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical M 15.85 c� C us qed by Und®a,eaprra Uibmbrim Mci to ut, tars BW CAMILMIS System No. W-L-7059 ANSI UL1479 (ASTM E814) C,AN/ULC Sits F Rags -1 and 2 Hr (See Item 1) F Ratings -1 and 2 Hr (Sae Bern 1) T Raft -112 and 314 Hr (See Item 1) FT Bating -112 aind 314 Ht(Sse fie 1) FH Ratings -1 and 2 fir (See Item 1) FTH Rating -112 anal 3J4 Hr (See Bern 1) SECTION A -,A► 1. Well .Assembly — The 1 or 2 hr 1lre ted gypsum wallboard/stud wall assembly shy be 0orishicted of the materials and In the manner de$dW In the Individual U400, V400 or W400 Series We# or Partkion Design In the UL Fire "btaance Directory and shall include tile Nowing fiction features: A. Studs — Wall framing shall consist of channel studs. Steel studs to be min 2.112 In. (64 mm) wide and spaced max 24 In. (610 mm) OC. The opertirag In the wall to accommodate the steel duct (hem 2) shall be framed on all sides using lentos of studs Installed between the vat studs and attached to the studs at each end The framed opening In the wall shall be a room 61n. (152 mm) wide and 12 In, (305 mm) hlgher than the wMh and height of the duc L D. Wallboard, Gypsum* — 5M In, (16 Want) thick, 4 4 0.22 mm) v4ds with square or tapered edgers. The gypsum wallboard We. thickness, number of layers, fastener type and sheet orkintadon sW be as sped* In the IndMduai U300, U400, V400 or W400 Series Design in the UL Fire t Max are of Is n 7 fIstawriae Directory, a B 3t35 In, 0r25 m2 � triatr dbnne .alone of 26�14Irtw 61i mm for steel studs. The hourly F and FH Ratite of the tirestop system are equal to the houdy!' fire ram of the wall assembly in whine it Is Installed. The hourly T, FT and FTH Ratings are 112 hr and 314 hr for 1 and 2 hr rated assembiles, respectIvely Reproduced by HILTI, Inc, Courtesy of Underwriters Laboratories, Inc. Hull FirestopSystems January 27, 2015 Y -- Paga:1 of 2 System No. W-L-7059 2. Steel Duct-- Nom 24 In. by 12 In. (610 by 305 tram) (or smaller) Now 24 gauge (or haavler) steel duct to be Installed eccentrically AM the framed opening. The annular space shy be rain 1 In. (25 rnrn) to max 144 In. (46 tram) Steel duct to be rigidly supported on both sides of wail assembly. 3. Batts and Blaankete Max 1.112 In. (38 tram) thick glass Ober butt or'blanket (min 314 pcf or 12 k9W) jacketed on ft outside alit a WI-sarimi-kraft Bing. Longltudinal and transverse Juts sealed with aluminum foll tape. Durlrig the Installation of the ill material, the bait or blanket be 60 that n 4 1 n bit reed a the atantt ties r$ sit be rtdrn 1 P 6 mm ma 5 swat 96 attach Isar � lie err► al In. tomax l . 2 mm). See Bads and Blankets - (SKNV) category In the ftli g Material i3 vdn for names of membu sirs, Any bait or blanket meeting the above speollbollom and bearing the UL C3assific allon Marking wkh a Flame Spread Index of 25 or less and a Smoke Developed Index 50 or less may be used. 4. Fill, Vold or Cavity Material" - Sealant — Min 518 In. or 1-114 In. (16 or 32 mm) thickness of fill material applied within annulus, thash with bath surfaces of wall for 1 or 2 hr walls, respectively. If void develop after the 18 matedefs cares, the voids shag be sealed with addilonal If mateltai. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC-- FS-ONE Sealant or FS-ONE MAX Intumesoerd Sealant * ln►lat such products shall bear the UL or cUL Atom Mark for Jurisdictions employing the UL or cUL C,eWcallon (such as Cansdo), respectively. MI lei Reproduced by HILT!, Inc. Courtesy of Undenerriters Laboratories, Inc. HIM Firestop Systems January 27, 2015 Page: 2 of 2 P CAN,L7,L>] CWNW iy under tos tabon111114 , Inc. to UL 141A aw C %%(:-8115 System No. W-L-7151 ANS14JL1479 (ASTM E814) CANIULC S115 F Ratir -1 and 2 Hr (See Rem 1) F Rates -1 and 2 Hr (See Item 1) T Rating - 0,1, and 2 Hr (Soo item 4C) FT Rating - 0. 1, and 2 fir (See Bacot C) FH Ratings -1 and 2 Hr ($99 Melon 1) FTH Ratings - 011, and 2 Hr (See Item 4C) acw► r AM r!►*A 1, Wall Assembly -- The fire -rated gypsum boardrstud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Stiles Was and Partition Designs in the Fire Resistarnce Dkec bq and shall include the following construction features: A- Studs -- Wall framing may consist of either wood studs or sisal channel studs. Wood studs to consist of non 2 by 4 In. (51 by 102 mm) lumber spaced 16 in, (406 mm) 00, Steel shots to be min 3-112 in. (89 mm) wide and spaced max 24 In. (610 mm). Additional framing members shelf be used to eompoletely frame around opening, 8. Gypsum Board* --.. Mom 518 in, (16 Warn) thick with sire or tapered edges. The gypsum wallboard type, number of *6rs and slit orientaWn shalt be as specMW in the individual 'Wall and P"ailtio n feign Number. Max area of opener is 210 sq in. (I &% cm2) with a max width of 14-1 /2 in. (368 mm) for wood studs. Max area of opening is 2457 In2 I A8 W) with ttae max langth or width dimension of 63 in. 1600 mm r steel s. The Mount F FH of liar are l to hourly s gin of I which it is ) for stud y and ,Ratlrrge ..the estop system aqua me IaaJ y dr rating the wall assembly n ch Installed. 2. Steel Duct -- Nom 36 in. by 60 In. (914 mm by 1624 mm or smaller) gale steel duct to be Installed within the lakestop system. The duct shall be constructed and reinforced in accordance with SMACNA construction standards. Duct to be rigidly supported on both sides of the wall assembly. 3. Batts and Btatflcets* Max 2 In. (51 mm) thick min 314 pcf (12 kW) glass Ober bait or blanket jacketed on the outside with a fol-scrimrkraft ". Longitudinal and transirerse joints sealed with alurnafnum foil tape. During the Installation of the fit material, the bast or blanket shall be compressed minimum 50% such that the annular space within the illrestop system shall be nun 114 in. (6 mm) to a max 3.112 in. (83mm); refer to. the table below. See Betts and Blankets - (8KW) caataegtary In 111v Building Malledals Directory for names of manufacltusers. Any bait or blanket meetirl the above specifications and bearing the UL Classification with as Flame Spread index of 26 or lass and a Smoke Developed Ind as 60 or � nA p l less may be used, .. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, lnc. Hilts Firestop Systems Augtrst22' 2018 P t3:1 +ref 2 System No. W-L-7151 4.-Filresiop ,system -- The *estop syai4eM Shall caorlslstof the ow ig: A. ,lacking Material •— Min 3-1f2 in. (t)9'mm) lhlcklvess of min 4.0 pd (64 kg/013) mineral wool batf In^rsulaatlion Ortrily packed hate the opening as as poirmanent form. Packing material to be tecessedi from both sides of the wail to accommodate the a aired lluiakness of fig malleft. B. Fill Void or Cavity llafartrarlat* u"ealaalt Kira W8 In. 16 mm illness of Olt material applied wltfrin annulus flush wit both surfaces of ttne mall. HILTI CONSTRUCTION CHEMICALS, DiV OF HILTI INC — FS-ONE MAX Intumescent Sealant C. Steal Retaining Angle — No.18 MSG (or heavier) gals steel angles. When duck dimension exceeds 48 in. (1219 mm), angles shall be No. 16 MSG (or heavier), Aloes cull to It contour of duct with a 2 in. (51 mm) overlap on the duct and a met 1 in. (25 mm) overlap on the gypsum board assembly on both surfaces of wag. 2 in. (51 mm) leg of arm secured to duct with min No. 8 by 314 in. (19 mm) long sheet metal screws, spaced a max of 6 in. (152 mm) OC. Angles are opts for ducts 30 In. (762 mm) by 24 in. (610 mm) and smaller. In addition, see table below for additional conditions ;and options regarding retakft aungies, Max Did Duct Thickness Manx Instdabon ThldcrrtieU (Item 3) Annular Sparer f sting fVialmial (Item 4A) Required ,m (item 4C) Required ati T- r� HrDimension **24 in. (610 24 ga or 1-112 in. (38 114 in. min to 1 in. max (6 No No 0 mm) heavier mm) to 25 rnrn) 25 In. (636 V4 in, twin to 1 and 2 mm) wills by 24 go or 2 In, (51 3�4122 In, ,yes No (Sara as 45 in. (1143 heavier mm) max (6 to 89' wall rating) mm) high mm) Indicates thal when max 1-1/2 ion. (38 mm) loidc emulation Is used, sloes angles are optional for those sides of the duct that do not exceed the dimension specified. indicates such products shall beer the UL or cUL Certification Mark for jurisdhlans employing the UL or c1JL Certification (such as Canada), respectively. Reproduced by HILTi, Inc. Courtesy of Underwitters Laboratories, Inc. HIM Firestop Systems must22, 2018 Page: 2 of 2 Classified by Underwiters Laboratories, Inc. to ANSVUL 1479 (AS'rM E$14) and CAWULC S115 System No. F-C-7060 ANSilUL1479 (PNSTM E814) CAN/ULC $115 F Rating -1 Hr F Rating -1,Hr T Ratings -I Hr FT Ratings -1Hr L Ratting At Amiblent - Less Than 1 CI`MIsq ft FH Kiting -1 Hr FTH Ratings-1 Hr L Rating At Ambient - Loss Than 1 CFMIfiq ft 1, Floor - Ceiling; Assembly -,The 1 hr fire -rated wood Joist loos -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L.500 Designs In the UL Fire Resistance Directory, as summarized below: A. Flooring System - Lumber or plywood subiloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified In the individual Floor -Ceiling design_ B. Wood Joists - Noon 10 In, (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood MemboW with bridging as required and with ends firestopped. C. Gypsum Board' -Thickness, type, number of layers and fasteners: as required In the individual Floor -Ceiling Design. Diam of opening le to use max 1-,112 in. (38 mm) larger than diam of steel duct. 1 A. Chase Wall - (optional, Not Shown) - The through penetrant (item 2) may be routed through'a 1 hr fire rated single, double of staggered ,wood studtdypsum;bcard chase WON. Depth of chase. varall'stud a:a'vity to ba, ruin 112 in. (1;3 mm) greater than diameter of opening cut *tip plates to.accommodat+e the through penetrant (Item 2). The chase wall shall be constructed of the materials and in the manner specified In the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall Include the following construction features:, A. Studs Nom'2 by 4`In. (51 by 102 mm), 2 by 6 In. (51 by 152 mm) or double nom 2 by 4 in. (61 by 102 trim) lumber studs. B. Sole Plate - Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (61 by 152 mm)or parallel 2 by in. (51 by 102 mm) (umber plates, tightly butted. C. Top Plate - The double top plate shall consist of two nor 2 by 4 in (51 by 102 mm)., two nor 2 by 6 in. (51 by 152 mm) or two sets of parallel' 2 by 4 In. (51 by 102 rmri) lumber plates, tightly butted. pram of opening Is to be max 1.112 In, (38 mm) larger than diem, of steel duct: As an alternate; the opening may be square -cut with a max dimension 1-112 in. (38 mm) greater than the'diam of the pipe. Plates may be discontinuous over opening, terminating at two opposing edges of opening, hoax leragtllt of disc ntinuity Is 7-V2 In, (101 mm). D Steel Plate-'VW"hen lumber plates are discontinuous, nom 1<-112 In, (38 mm) wide No, 20 gauge for heavier) galy steel plates, shall be installed to connect discontinuous lumber platers and to provider a form. fo. (40e till material. steel plates sized to lap 2 In. (tit ruin) canto eaoh discontinuous lumber plate and secured to lumber plates wlth steel screws or nails. E. Gypsum Boar& - Thickness; type; number of layers and fasteners shell be as speeded In the individual Wall and Specified Technologies Inc- 210 Evans Way Somerville, NJ 08876 Reproduced courtesy or Underwriters Laboratories, Inc. ��tt Created or Revised: January 07, 2tif5 c YL as ST L (8©0)'992.11ar1 • (908)526-WOO FAX (908)23�1-8416 • E-Ma llachservQstiflresdop.com • 1Nebsite;www.spireskop.com AGE1 �a3{i PAGE 1' {aF 2 2. Steel Duct - One nom 6 In, (152 mm) diarn (care smaller) No. 30 GA (ors heavier) galvanized steel duct to be. Installed either concentrically or ecoontridally within the opening. Annular space to be rein O In. (point contact) to max 1.112 In. (38 moot). Steel duct to be rigidlyr supported on bath sides of floor -calling assembly. 3. Fill. Void or Cavity Material*-Seaalant - Min 518 In. (16 mni) thickness of fill material applied within the annulus, flush with bottom surface of ceding or top plate, Min 114 In. (6 mm) diam bead of fig material applied at point contact location at the penetrant/ceiling or chase wall top plate interface. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant, SpeoSeal LC150 Sealant or Type.WF300 Caulk Indicates such products shall bear the UL or cUL certification Mark for Jurisdictions employing the UL or cUL CertMootion (such as Canada), respectively.. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Ge courtesy of Underwriters Laboratories, Inc. C rrS "' j�" Reproduced Y 1 p aged or Revised.. Jianusry r)7. 2ta15 F-C-7060 (800)9�92-1180 • (WS)526 6t�04 • FAX (908)231.8�415 * it-MallechservQs6 irestop.com • Websitemm.st�restop.com PAGE 2 0i I ON Joseph, Lawpence & Co Consultinq Lngineeps Ui c 0 C 0 3 0 o. P 0 Z FORUMM 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: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical M 15.86 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLC6NG.COM CA NO, 28730 FORUME ARCHITECTURE & EXHAUST DUCT PENETRATION DETAIL IN RATED FLOOR CEILING ASSEMBLY SHALL BE CONSTRUCTED OF SHEET STEEL NOT LESS THAN 26 GAUGE IN THICKNESS AND SHALL BE CONTINUOUS FROM THE UNIT TO EXTERIOR OF THE BUILDING. PROVIDE HEAVY DUTY PLASTIC WALL CAP: WALL CAP TO BE PRIMER MODEL WC-4 PLASTIC WALL CAP OR EQUAL.. COORDINATE CONNECTION SIZE WITH PLANS. PROVIDE BACKDRAFT DAMPER, OMIT BIRD SCREEN ON DRYER WALL CAPS. PRIME COAT AND PAINT TO MATCH BUILDING COLOR. USE A FULL 4" OPENING WALL CAP, NOT THE COMMON 2.5" OPENING CAP. C, GALV. METAL ROOF CAP F ATTIC SPACE SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS WALL MOUNTED EXHAUST FAN.- 4TH FLOOR TRUSS SPACE 4" GALV. STEEL BATH EXHAUST .r.� WALL MOUNTED EXHAUST FAN. SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS 3RD FLOOR TRUSS SPACE 4" GALV. STEEL BATH EXHAUST WALL MOUNTED EXHAUST FAN. SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS 2ND FLOOR TRUSS SPACE 4" GALV. STEEL.�� BATH EXHAUST WALL MOUNTED SLOPE HORIZONTAL PORTIONS OF EXHAUST FAN. RESTROOM VENTS SLIGHTLY, WITHOUT DIPS 1 ST FLOOR RI AR nN r;RAnF 3 � BATH EXHAUST VENT DIAGRAM NTS DRYER DUCT PENETRATION DETAIL IN RATED FLOOR CEILING ASSEMBLY SHALL BE CONSTRUCTED OF SHEET STEEL NOT LESS THAN 26 GAUGE IN THICKNESS AND SHALL BE CONTINUOUS FROM THE UNIT TO EXTERIOR OF THE BUILDING. PROVIDE HEAVY DUTY PLASTIC WALL CAP: WALL CAP TO BE PRIME( MODEL WC-4 PLASTIC WALL CAP OR EQUAL. COORDINATE CONNECTION SIZE WITH PLANS. PROVIDE BACKDRAFf DAMPER, OMIT BIRD SCREEN ON DRYER WALL CAPS. PRIME COAT AND PAINT TO MATCH BUILDING COLOR. USE A FULL 4" OPENING WALL CAP, NOT THE COMMON 2.5" OPENING CAP. 2 NTS GALV. METAL ROOF CAP—\ f ATTIC SPACE RUN DRYER DUCT JOINTS IN THE DIRECTION OF THE AIRFLOW SO AS NOT TO CATCH LINT DRYER 4TH FLOOR TRUSS SPACE RUN DRYER DUCT JOINTS IN THE DIRECTION OF THE AIRFLOW SO AS NOT TO CATCH LINT SLOPE HORIZONTAL PORTIONS OF DRYER DRYER VENTS SLIGHTLY, WITHOUT DIPS 3RD FLOOR TRUSS SPACE DRYER 2ND FLOOR TRUSS SPACE DRYER 1 ST FLOOR SI AR nW MAM DRYER EXHAUST VENT DIAGRAM REF. CHAV� L W­T __ 11 REFRIGERANT LINE ROUTING DIAGRAM NTS Joseph. L©Wnence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 0 U 7 0 C1 W C r, 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 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Risers Mechanical M 15,91 eCOMcheck Software Version COMcheckWeb �j( Envelope Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 24% 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-Multifamily: Residential 54602 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factors.) Perimeter Roof: Attic Roof with Wood Joists, [Bldg. Use 1 - Multifamily] 13651 0.0 30.0 0.032 0.027 Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Multifamily] (c) 700 --- --- 0.730 0.730 NORTH Exterior Wall North: Wood -Framed, 16" o.c., [Bldg. Use 1 - 9231 0.0 13.0 0.060 0.064 Multifamily] Window Type B: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 2232 --- -_- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1- Multifamily] (b) Window Type A: Vinyl/Fiberglass Frame:Operable, Perf, Specs.: 144 --- --- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Door Type FG: Glass (> 50% glazing):Metal Frame, Non- 84 ___ ___ 0,400 0.650 Entrance Door, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) EAST Exterior Wall East: Wood -Framed, 16" o.c., [Bldg. Use 1 - 3064 0.0 13.0 0.060 0.064 Multifamily] Window Type A: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 216 --- --- 0.400 0,650 Product ID NA, SHGC 0,25, [Bldg. Use 1 - Multifamily] (b) Window Type C: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 108 ___ ___ 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type D: Vinyl/Fiberglass Frame:Operable, Perf, Specs.: 4$ ___ ___ 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type AA: Vinyl/Fiberglass Frame:Fixed, Perf, Specs.: 54 ._ ___ 0.400 0.500 Product ID NA, SHGC 0.25, [Bldg, Use 1 - Multifamily] (b) Window Type Side Entry Window: Metal Frame:Fixed, Perf. 13 --- --- 0,400 0.500 Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Project Title: Zephyr Commons Apartments - Building Type I Report date: 02/14/22 Data filename: Page 1 of 20 86COMcheck Software Version COMcheckWeb /1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type I 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 24590 ft2 0.07 No 1844 Total Tradable Watts (a) = 0 Total Allowed Watts = 1844 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 (24590 ft2): Non -tradable Wattage H: LED Other Fixture Unit 16W: 1 51 21 1071 BC: LED Other Fixture Unit 50W: 1 18 53 954 BW: LED Other Fixture Unit 50W: 1 4 36 144 Total Tradable Proposed Waits = 0 Exterior Lighting PASSES: Design r .0% better than code 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. _o.� 02/14/2022 Name - Title Signature Date Fr;� gp G Project Title: Zephyr Commons Apartments - Building Type I Z= Report date: 02/14/22 Data filename: T Page 5 of 20 OR IOP,G`�w����� 10NAIIII Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor.) Perimeter Multifamily] (b) Door Type FG: Glass (> 50% glazing): Metal Frame, Non- 69 _._ -__ 0.400 0.650 Entrance Door, Perf. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) SOUTH Exterior Wall South: Wood -Framed, 16" o.c., [Bldg. Use 1 - 9231 0.0 13.0 0.060 0.064 Multifamily] Window Type B: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 2232 ___ ... 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type BB: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: 36 --- --- 0.400 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type A: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 72 _-_ -_- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Door Type FG: Glass (> 50% glazing):Metal Frame, Entrance 48 ___ --- 0.400 0.830 Door, Pen`. Specs.: Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Door Type F: Insulated Metal, Swinging, [Bldg. Use 1 - 42 -__ -__ 0.090 0.610 Multifamily] WEST Exterior Wall West: Wood -Framed, 16" o.c., [Bldg. Use 1 - 3064 0.0 13.0 0.060 0.064 Multifamily] Window Type AA: Vinyl/Fiberglass Frame:Fixed, Perf. Specs.: 54 --- --- 0,400 0.500 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type A: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 216 --- --- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type D: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 48 __ _ 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type B: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 108 ___ -__ 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type Side Entry Window: Metal Frame: Fixed, Perf. 13 --- --- 0.400 0.500 Specs.: Product ID NA, SHGC 0,25, [Bldg. Use 1 - Multifamily] (b) Door Type FG: Glass (> 50% glazing):Metal Frame, Non- 69 --- --- 0.400 0.650 Entrance Door, Perf. Specs.: Product ID NA, SHGC 0,25, [Bldg. Use 1 - Multifamily] (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 •, Design 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. A. / J �«+ _ 02/14/2022 Name - Title Signature V-1-11 Date 86COMcheck Software Version COMcheckWeb /1 Mechanical Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type I Location: Zephyrhills, Florida Climate Zone: 2a 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 Mechanical Systems List Quantity System Type & Description 28 HVAC System 1 (Single Zone): Cooling: 1 each - Split System, Capacity = 18 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Capacity Residential Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP and fan efficiency method) : Passes Fans: FAN 1 Supply, Constant Volume, 600 CFM, 0.3 motor nameplate hp, 0.00 fan energy index , fan exception: Single fan < 1 HP or < 0.89 kW 24 HVAC System 2 (Single Zone): Cooling: 1 each - Split System, Capacity = 24 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, 800 CFM, 0.3 motor nameplate hp, 0.00 fan energy index , fan exception: Single fan <1HPor<0.89kW 4 HVAC System 3 (Single Zone): Cooling: 1 each - Split System, Capacity = 30 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, 1000 CFM, 0.5 motor nameplate hp, 0.00 fan energy index , fan exception: Single fan <1HPor<0.89kW 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 - Building Type I Data filename: Report date: 02/14/22 Page 6 of 20 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type I 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-Multifamily 54602 0.61 33416 Total Allowed Watts = 33416 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-Multifamily A: LED Other Fixture Unit 16W: 1 208 15 3120 B: LED Other Fixture Unit 16W: 1 104 21 2184 C: LED Other Fixture Unit 16W: 1 100 17 1700 Cl: LED Other Fixture Unit 16W: 1 110 17 1870 D: LED Other Fixture Unit 28W: 1 110 30 3300 G: LED Other Fixture Unit 25W: 1 82 21 1722 F: LED Other Fixture Unit 50W: 1 135 55 7425 BA: LED Other Fixture Unit 50W: 1 78 14 1092 BB: LED Other Fixture Unit 50W: 1 18 14 252 Total Proposed Watts = 22665 Interior Lighting PASSES: Design 32% better than code Interior Lighting Compliance 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. Project Title: Zephyr Commons Apartments - Building Type I Report date: 02/14/22 Data filename: Page 3 of 20 Adam J. Barney, P.E. I -' 02/14/2022 Name - Title Signature Date f,. Project Title: Zephyr Commons Apartments - Building Type I Data filename: 124 .� Report date: 02/14/22 Page 7 of 20 Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ro a m3 o 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 JLC21.0058.00 °c Adam Joseph Barnev l5 P.E. #: 69124 ro CL SET DISTRIBUTIONS: U w U 0 0 N d L 0 0 N N v ro a c ro U C c rn N N C] r 0 c 0 SHEET REVISIONS: U .0 Q E 2 0 W. 0. 2 -- a $ EDITED BY: SMB/AJB ro r PROJECT NO. 4097 U Z Energy Calculations Mechanical M 15,92 ELECTRICAL SYMBOL LEGEND WIRING AND POWER NOTE: SYMBOLS SHOWN ARE FOR REFERENCE PURPOSES ONLY. -a WALL OUTLET BOX AND SINGLE RECEPTACLE ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE PROJECT. =0 TWO GANG WALL OUTLET BOX AND (2) DUPLEX RECEPTACLES =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE WITH TOP HALF SWITCHED =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE CONNECTED TO EMERGENCY SYSTEM m CEILING OUTLET BOX AND SINGLE RECEPTACLE ® CEILING OUTLET BOX AND DUPLEX RECEPTACLE :9 WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE =9 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 =QWP 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 ® JUNCTION BOX AND BLANK PLATE ABOVE CEILING m SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE [MWP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND COVER mPB FLUSH GRADE FIBER COMPOSITE PULL BOX AS NOTED 4Y MOTOR CONNECTION AS NOTED E] FLUSH SHUNT -TRIP BUTTON, MOUNTED 80" TO TOP ® CONTROL AND/OR POWER EQUIPMENT CONNECTION E33 TIME CLOCK PHOTO CELL [}� DISCONNECT SWITCH, SIZE AS NOTED 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED = 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED �- 277/480V BRANCH CIRCUIT PANELBOARD TRANSFORMER AUTOMATIC TRANSFER SWITCH BRANCH CIRCUIT HOMERUN WITH PANEL NAME AND CIRCUIT NUMBER, A-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 (Sl. CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 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 O CEILING MOUNTED RECESSED DOWNLIGHT FIXTURE WITH EMERGENCY BACKUP HP WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP 4&;P WALL MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE MEMO CEILING MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ®� CEILING MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE F®� WALL MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE H:'t COMBINA1ON 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 FIRE ALARM SYSTEM LEGEND QF MANUAL PULL STATION 24cd WALL MOUNTED HORN WITH STROBE (cd=CANDELA RATING) 94WP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @I CEILING MOUNTED HORN WITH STROBE EOM WALL MOUNTED MINI HORN 24M WALL MOUNTED MINI HORN WITH STROBE EO WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE (94 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE RD WALL MOUNTED STROBE Ci SMOKE DETECTOR ©CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR -2 DUCT MOUNTED SMOKE DETECTOR © HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH (NUMBER INDICATES QUANTITY) ® FAN SHUT -DOWN RELAY ® ELECTROMAGNETIC DOOR RELEASE DEVICE �-- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) 10 FIREMAN'S PHONE JACK ® SPRINKLER SYSTEM SUPERVISORY SWITCH CONNECTION ® SPRINKLER SYSTEM FLOW SWITCH CONNECTION ® CONTROL MODULE MONITOR MODULE ® LOCK BOX F FIRE ALARM CONTROL PANEL F® FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL �T 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 WAIL MOUNTED TELEPHONE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. V 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 TTB 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. TELEPHONE TERMINAL CABINET, SIZE AS NOTED ON PLAN. GENERAL NOTES 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'-O" 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 MULTIWIRE 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 13Y 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). iosepk, Lawrence & Co Consulting Engineers 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 JLC21.0058.00 Blake Lawrence Suddeth P,E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: 8 EDITED BY: MJwBLS PROJECT N0. 4097 Apartments Symbols, Abbreviations, and General Notes - Electrical E16-00 I I I I I .._'_�.. � 1 II I I I II ii 1 j I II li w I „�I r -- —..--- ---_ 7e) r/ r• i, r• r• ,"� j r� r• r• r• r� r' r, =�d`w I I -----._. - .✓d I I r-1 _ ---�I r r r r r r r L-----------JI r___________�I 41 L LJI I 0 11 III II II II I i III II I III II I III II i III II Site Plan - Electrical i ! pia► I � ICI I I I I I I '. TOP OF BANK_ _ _I + 1 If = 60'-0" ■ LEGEND QY X BUILDING ID NUMBER NUMBER OF UNITS PER BUILDING BUILDING TYPE 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 CONDUff 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. REFERENCE NOTES: O O1 REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. 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. �3 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. O4 PROVIDE IN GROUND WEATHERPROOF PULL BOX AND CONDUIT TO CONNECT GATE CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG,COM CA NO. 28730 3FORUME 2 ARCHITECTURE & a INTERIOR DESIGN, INC. ,r m 'N 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com U Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 ! Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 1 EDITED BY: MJR/BLS N PROJECT NO, 4097 U Z Site Plan Electrical E16,01 .09 \ \ \ i I III r" I � I III Itl �' I III Itl ! III Itl i III IA I III Itl' It 11 I III G II Itl I III Iq I I III Itl I I III Itl PI III Ltl I III IN III 19 I !III _I6 II IW Site Plan - Lighting � ii II M II - f I I_ ---_—_______a i I II L------___.. - IF--- F- I 4 x,i TOP OF BANK._... ------------- EXISTING 5TORRGE FRC1L17Y (7-.Story, 6, 100 SF) �..—_-- —v it !I I I 1 li it I II fill II U I II I II I I , J I! I I j M I _17 w rn I Cb yr I nm II 1 11 = 601-011 N LEGEND X BUILDING ID NUMBER Y NUMBER OF UNITS PER BUILDING BUILDING TYPE 0 0 I fV 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. THE CONTRACTOR SHALL STAKE THE LOCATION OF ALL LIGHTS SHOWN ON THIS PLAN FOR REVIEW BY THE OWNER, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. F. THE CONTRACTOR SHALL ALSO BRING ANY DISCREPANCIES/CONFLICTS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. G. NO LIGHTS SHALL BE INSTALLED IF THERE ARE OBVIOUS CONFLICTS ON SITE. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR REVIEW. REFERENCE NOTES: o U1 ALL EXTERIOR SITE LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTACTOR ASSOCIATED WITH THAT BUILDING'S HOUSE PANEL. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. MINIMUM 2#10 CU. AND 1#10 CU. GND. IN 3/4"C FOR ENTIRE LENGTH OF CIRCUIT. Q PROVIDE WEATHERPROOF JUNCTION BOX WITH 120V CONNECTION FOR TRELLIS FESTOON LIGHTING. COORDINATE LIGHTING REQUIREMENTS AND SPECIFICATIONS WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH —IN, PROVIDE ALL ACCESSORIES AND SUPPORTS AS REQUIRED FOR A COMPLETE INSTALLATION. O ELECTRICAL CONTRACTOR SHALL PROVIDE WALL MOUNTED LED LIGHT IN POOL ENCLOSURE CONNECTED VIA SWITCH LOCATED IN POOL PAVILION EQUIPMENT ROOM. COORDINATE REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. CONNECT LIGHT TO CIRCUIT BREAKER IN POOL PAVILION PANEL AS REQUIRED. Z / PROVIDE IN —GROUND WEATHERPROOF JUNCTION BOX WITH 120V CONNECTION TO MONUMENT SIGN AS REQUIRED. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH —IN. O CONNECT SPORTS COURT LIGHTING VIA WEATHERPROOF DIGITAL TIMER MOUNTED TO POLE. COORDINATE TIMER REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. & C Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 FO UM ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmante Drive, Suite 220 Altamonte Springs, FL 32714 407,830.1400 s AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL i J LC21.0058.00 r Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT N0, 4097 Site Flan Lighting E 16.02- es� SITE LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP FIXTURE WATTS QTY WATTS MODEL LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL DIMMING, SLA4HS HOUSE -SIDE SHIELD AND 4000K COLOR TEMP. MOUNTED PHIWPS GARDCO ECF-S-48L-1A-NW-G2-AR-4-UNV-CM30-HIS-BK UNV 1 159 LED 159 25'-0" AFG ON 32' DIRECT BURIAL CONCRETE POLE LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL, DIMMING, SLC HOUSE -SIDE SHIELD AND 4000K COLOR TEMP. MOUNTED PHILLIPS GARDCO ECF-S-48L-1A-NW-G2-AR-4-UNV-CM30-HIS-BK UW 1 159 LED 159 15'-0" AFG ON 20' DIRECT BURIAL CONCRETE POLE WLA3 LED WALL MOUNTED LIGHT WITH TYPE 3 DIST. AND 4000K PHIWPS GARDCO 111L-16L-550-NW-G2-3-UNV-PCB-BK UNV 1 29 LED 29 COLOR TEMP. MOUNTED 15'-0' AFG NOTES: DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE MANUFACTURERS, TYPES, OPTIONS AND FINISHES WITH OWNER/ARCHITECT/INTERIOR DESGINER PRIOR TO ORDERING. Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 33 SLA4HS SINGLE ECF-S-48L-1A-NW-G2-4-HIS SLA4HS 0.950 14913 158.7 5554.5 16 WLA3 SINGLE 111L-16L-550-NW-G2-3 WLA3 0.950 2735 1 28.8 460.8 2 1 SLB ISINGLE I ECF-S-48L-1A-NW-G2-4-HISj SLB 1 0.950 1 14913 1 158.7 5554.5 Calculation Summary Label CalcType Units Avg Max Min Av /Min Max/Min Dog Park Illuminance Fc 0.41 0.7 0.3 1.37 2.33 Parking & Drive Area Illuminance Fc 1.64 4.6 0.5 3.28 9.20 Property Line Illuminance Fc 0.19 0.7 0.0 N.A. N.A. Sports Court jIlluminance jFc 16.73 110.6 14.7 11.43 12.26 • -. rail,'•' � / �. r k1C1;;v,0�, „1 >�r w 31 � 11' 41 I I Q (0I e-.�-..- '1.3'11.711 , I n I I I IIll IN .1 o I i itl ,1 I1 = z 0 rn Ca I I I I 1 I 1 L I I IN r- m v m , j II 1 0 2.1 I I Itl I !1 + a),; I I N w t r t 1 r 1 1 r. 17 IIS�In; 1 t 1 1 Site Plan ass Photometric / II / I i I I I I I 1. TOP OF BANK_...- ------------------------------I I I L•XIS71NG STORAGE FACILITY I , I 7-Story, 5, /00 SF) li I II I Il I I II I I II I II I I II i II I I II , I I I I I II II I II ; II I II I I II I II , I II II I ii I II I I I I , co l I , I co o I I � l I I t m I o i I fTI � 2 i II Sto `n I I 1 11 - 601-011 PHILIPS GARDCO Ordering guide E EJ Protect Cat.No:...__ Typc. Qty: Nolen The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more In a compact, low profile LED tuminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED Coior- Prefix of LEDs Current Generation Mounting Distribution Voltage Dimmingcomroh Motion sensing Photo-seming Electrical Luminaire Finish EC 48L IA NW-G2 AR 4 UNV CM30 " = = HIS BK ECF-S 12L 130 WW-62 All Type2 120 120V DO 0-loVExternal IMRI3 PCB Fusing Square Pole Textured EcoForm 32 LEDs 53D. Warm White Arm Mount 27Ypei".__." 208 208V dimming (by others)` Imegralwith Phurcounlrol F1 Single Adapter UK Black Site and Area, (2modules) 700 3000K.70CRI (standard)° 2,0 Rotated 240 240V DCC Dual Circuit Control° #3lensr Buhnn"' (120.277347VAC)l included In Wit White Small 700MA Geneaellon2 left 90' 277 277V FAWS Field Adlustable" IMRI7 TLRD5 F2 Double standard B2 Bronze The allowing IA NW-02 2.270 Rotated 317 3471 SW Interlace module Integral with 1WIst Lock (208, 240, 480VAgr product pGY Dark Gray 1050 MA Neutral White mounting right 270, 460 480V forsheWiseu" #7lens" Receptacle 5 Pill TO MGY Medium Gray 1.2A 4000K,70CR1 kits must UNV 120-277V LLC2 Integral module IMRO TLRW Pole Mount Fusing Terminal Custemertped6,d FPI Single g 1200mA Generadon2 beoMered Type3 (SO760Nz) w8h#21ens1° Pole mounted Twist Lock Block' -- separately HVII 347-480V LLC3 Integmlmodule motionsensor s Receptacle7Pln (120,277,347VAC)' RPA PAL Specify 3Type 3 48L 900 CW-G2 (Seer 3-9D Rotated (50/60Hz) wW #31ens1b (see ac<essodas) T�� FP2 double Round Pole optional 48 LEDs 900mA Cool White occessorfes) Lek 90' LLC4 Integral module Twlsl lock (208, 240, 480VAQ) Adapter coloror RAL (3 modules) 1A 1050mA Generatlon2 Generation SF 3-270 Rotated with#41ens'^ Receptacle w/ FP3 Canadian Double (fits to 3'- 3.9 (ex'. RAL7024) CC color 1.2A Slip Filter right 270' DynaDlmmer. Automatic PhotocelP Pull OD. pole)" (MussCustom (Must supply 1200 mA Mount" TyPe4 rofile Dimming ' HIS color chip (fitsto2V? C 50%..--.^...,.--. 550 Safety SO% Safety Surge Protection Internal for required 4Typeq 64L 900 O.D.tenon) 4-90 Rotated Dimming, 7hours' (10kAstandard) Housing factory quote) 64 LEDs 900mA yY5 14 90' CMSO Median50% SP2 Inoeased20kA Si e5 field' (4 modules) IA Wall mount 4.2T0 Rotated mm Diin,8hours' g 1050 mA with surface right 270' CESO Economy SO% conduit Dimming, 9 hours' rearentry Types OASO AR Night 50% _ 5 Type permitted Dimming' RAM SW Type 5W C530 Safety 30% Rehofitarm AFR Dlmming,7hours' mount kit' Auto Front Row CM30 Median 30% AFR-90 Dimming, 0 hours' Auto Front Row, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 Almming'l Night 30% AFR-270 Di Auto front flow, Rotated right 21. 1. Available Only on 120. 204. 240, and 277(or UNY) 6. DCC and LLC2/3/4 not available with any other wntrals 2, Spodly Vollage 7. TBnotavallable with DCC 3. Not available with 347 or 480 voltage 8_ RCF-IMl equipped with out -boarded sensor housing when 4� HIS not available with Type $or SW optics voltage is HVU(347-48OV) 5. DD is required for LLCR and pole mount motion sensor. 9. Mounts to a 4" round pole with adapter Included for Dimming leads are supplied through back of Luminaire. square poles. Must be ordered separately (See accessories page) 10. Not available with SF and WS, RPAsprovided with black finish standard ECF-5 Gen2 09/17 page 1 of 9 � Fixture Type 'SLA4HS' & 'SLC' PHILIPS GARDCO It. Limited to a maximum of 45 degrees aiming above horizontal 12. SW option is not available with any other control options with the exception of IMRD. IMR17 and SW-IMRO motion response options 13, Available only on 120V and 277Y 14. Not available with DCC, IMRI3, IMRI7, SW, LLC and CS/CMICE/DA (DynaDlmmer). Project I. ocatlon . Cat, No - Type. Qty: Notes Lei Philips Gardco 111 LED mini sconce luminaires are compact in size, perfect for low mounting height wall mount applications. III LED luminaires are designed to integrate naturally to wall surfaces. 111 LED luminaires are available with three (3) different distribution patterns, providing full cutoff performance (in the normal downlight position) and featuring LED arrays. Luminaires provide performance exceltence and advanced Philips Gardco LED thermal management technology. High performance Class 1 LED systems offer potential energy savings of 50 % or more compared to HID systems.111 LED luminaires are also available with 0-10V Dimming. Ordering guide example:111L-16L-350-CW-G2-2-UNV-DD-BK Prefix No, of LEDs Drive Current Cotor/Generation Distribution Voltage Controls Eles,Oiaal/Luminafre Finish 111E 76 550 NW- 2 UNV PCB BK 111E 1611. 16 LED 350 35OmA GW-82 Cool White 2 Type II UNV 120-277V PCB Photocontrol Ft Single fusing Textured Trapezoidal module 550 S50mA STOOK, 70 CRI Wide Throw Optic, 50hz/60hz Button' (120,277VAC)' BK Black Wed a LED g generation 2 with maximized 120 120V DO 0-10V Dimming F2 Doubtefusing 750 750mA NW-62 Neutral White lateral throw (208, 240VAC)' WIN White 4000K, 70 CRI 3 Type III 208 208V generation 2 Preferred 240 240V F3 Canadian double BIZ Bronze W W-02 Warm White Wide Throw Optic, 277 277V pull fusing (208, 240VAC)' C10Y park Grey 3000K, 70 CRI with Improved MGYMedium Grey generab on 2 forward throw OL Diffusing Lens 4 Type IV WS Wall Mounted Customer specified Maximized Box for Surface RAL Specify optional forward throw Conduit Optic color or RAL (ex: OC-LGP or OC-RAL7024) CC Custom cot (must supply color chip for required factoryquote) 1. Provide spedfic Input voltage. Dimensions Note: Mounting plate center is located in ~_T the center of the luminalre width and 2.38" 2" (6.03cm) above the luminalre bottom (lens 5-11/3 1357 2' down position). splices must be made in the -. boxdbothersMounting plate must be secured by max.1/4" (.64cm) diameter bolttt s (by others) structurally to the wall. 7" 30.79 cm 17.78 cm 1C-111_LED Spec Sheet 12/16 page 1 of 2 Fixture Type'WLAT cc PC cc PC 25FT MOUNTING HEIGHT POLE DETAIL 15FT MOUNTING HEIGHT POLE DETAIL [I IICATED ICATED Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO, 28730 3 m FORUMN Z ARCHITECTURE & INTERIOR DESIGN, INC. C c m (D a L 237 S. Westmonte Drive., Suite 220 Altamonte Springs, FL 32714 407.830.1400 C 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: n EDITED BY: MJR/BLS N r PROJECT NO. 4097 U Z Site Plan Photometrics E 16,03 LANDSCAPE LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP FIXTURE WATTS OW WATTS MODEL SLB LED AREA BOLLARD WITH CONCRETE BASE TECH LIGHTING 7000TUR8404240CHUNVS UNV 1 26 LED 26 SLF LED LANDSCAPE LIGHT VISION 3 LIGHTING FL3A-BL-C4-K1-140X-0-0-H1/M01A-BL-S2-12-0-0 UNV 1 20 LED 20 SLF2 LED LANDSCAPE LIGHT VISION 3 LIGHTING FL3A-BL-C4-K1-1370X-0-0-H1/M01A-BL-S2-12-0-0 UNV 1 20 LED 20 NOTES: 1) DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE SPECIFICATIONS AND FINISHES WITH OWNER/LANDSCAPE ARCHITECT PRIOR TO ORDERING. Enlarged Site Plan -Lighting 1 if = 20'-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. THE CONTRACTOR SHALL STAKE THE LOCATION OF ALL LIGHTS SHOWN ON THIS PLAN FOR REVIEW BY THE OWNER, OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. F. THE CONTRACTOR SHALL ALSO BRING ANY DISCREPANCIES/CONFLICTS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. G. NO LIGHTS SHALL BE INSTALLED IF THERE ARE OBVIOUS CONFLICTS ON SITE. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR REVIEW. REFERENCE NOTES: o 1O ALL EXTERIOR SITE LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTACTOR ASSOCIATED WITH THAT BUILDING'S HOUSE PANEL. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. MINIMUM 2#10 CU. AND 1#10 CU. GND. IN 3/4"C FOR ENTIRE LENGTH OF CIRCUIT. CO PROVIDE WEATHERPROOF JUNCTION BOX WITH 120V CONNECTION FOR TRELLIS FESTOON LIGHTING. COORDINATE LIGHTING REQUIREMENTS AND SPECIFICATIONS WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH -IN. PROVIDE ALL ACCESSORIES AND SUPPORTS AS REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE 120V CONNECTION FOR GRILL LIGHT AND GRILL STARTER AS REQUIRED. COORDINATE ALL REQUIREMENTS AND SPECIFICATIONS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. PROVIDE CONNECTION TO GAS SHUT-OFF VALVE AS REQUIRED. ® PROVIDE 120V CONNECTION AND ALL RECEPTACLES/ELECTRICAL FOR POOL CABANA. COORDINATE REQUIREMENTS WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH --IN. 0! Joseph. Laweence & Co Consulting Engineers 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 JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: � SHEET REVISIONS: EDITED BY: MJR/BLS Enlarged Site Plan Lighting E 16.04 .M 2 H 1-23 H 1-44:46 3foo H 1-20:22:24 H1-25 Enlarged Plan -Electrical Building Type I -Second Floor Plan -Power &Systems \_1J WP (TYP. OF 4) 1 (TYP. OF 4) Building Type I -First Floor Plan -Power &Systems 00 Oo L 1 /4" = 1'-0" 30 20 -27 00 do MM1 A r ME I I M -48:50 Enlarged Plan -Electrical 1 /4" = 1'-0" 3/32" = 1'-0" (TYP. OF 4) 3/32" = 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. REFER TO ENLARGED TYPICAL UNIT PLANS FOR ALL ELECTRICAL IN UNITS. REFERENCE NOTES: o U1 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. CONNECT CONDENSING UNIT TO CORRESPONDING UNIT PANEL, REFER TO TYPICAL UNIT PLANS AND SCHEDULES FOR CIRCUITING AND SIZING INFORMATION. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. 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. 0 COORDINATE EXACT LOCATION WITH THE ELECTRIC UTILITY AND ARCHITECTURAL PLANS. VERIFY 3'-0" CLEARANCE EXISTS IN FRONT OF METER CENTER AND HOUSE PANEL. A MAXIMUM OF 6'-6" SHALL BE MAINTAINED FROM GRADE TO THE CENTER OF THE HIGHEST METER. O PROVIDE 2" UNDERGROUND CONDUIT FROM FACP BACK TO MASTER FACP LOCATED IN CLUBHOUSE. REFER TO FIRE ALARM RISER DIAGRAM FOR ADDITIONAL INFORMATION. O5 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. © COORDINATE EXACT LOCATION OF BUILDING SHUNT TRIP WITH FIRE MARSHALL PRIOR TO ROUGH —IN. SHUNT TRIP TO SHUT OFF ELECTRICAL SERVICE TO MC#X AND MC#X. O7 COORDINATE EXACT LOCATION OF TAMPER AND FLOW SWITCHES WITH FIRE PROTECTION DRAWINGS PRIOR TO ROUGH —IN. ® ELECTRICAL CONTACTOR SHALL PROVIDE (1) 8"X8" JUNCTION BOX WITH COVERPLATE ON EACH FLOOR OF BUILDING FOR FUTURE DAS SYSTEM IF REQUIRED. PROVIDE 20C. (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. ® PROVIDE TWO—WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2018 FFPC, AND 2018 NFPA 101 LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH —IN. 'H 1' H —1 O3 M C NTER #1 15cd H —21 Enlarged Plan - Electrical Room 1 /4" = 1'-0" Joseph. Lawlrence & Co Consulting Lngineelrs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 E FORUME :9 ARCHITECTURE & a 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 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Building Type I First & Second Floor Plan Power & Systems E16.11 FORUMN Building Type I -Fourth Floor Plan -Power &Systems Building Type I - Third Floor Plan - Power & Systems 3/32" = 1'-0" 3/32" = 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. REFER TO ENLARGED TYPICAL UNIT PLANS FOR ALL ELECTRICAL IN UNITS. REFERENCE NOTES: 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. �2 PROVIDE TWO—WAY C0MMUNICA71ON SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2018 FFPC, AND 2018 NFPA 101 LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION PRIOR TO ROUGH —IN. AH 1 1.3 3 IFH1-29 H1 Enlarged Plan - Electrical H1-31 H1 1 /4" = 1'-0" Uarmailm Enlarged Plan -Electrical 1/4" = 1'-0" Joseph. Lawpence & 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 JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Building Type I Third & Fourth Floor Plan Power & Systems E16,12 GENERAL NOTES: FORUME ARCHITECTURE & Building Type I - Second Floor Plan - Lighting L------------ ; Building Type I -First Floor Plan -Lighting 3/32" = 1'-0" 3/32" = 1'-0" 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. REFER TO ENLARGED TYPICAL UNIT PLANS FOR ALL ELECTRICAL IN UNITS. F. 'NL' NEXT TO FIXTURE DESIGNATES FIXTURE TO BE CONNECTED AHEAD OF AUTOMATIC CONTROLS TO OPERATE CONTINUOUSLY. G. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED "HOT" TO THE INDICATED LOCAL LIGHTING CIRCUIT. H. EMERGENCY ILLUMINA11ON SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL 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. REFERENCE NOTES: U CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. 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 2017 6TH EDITION SECTION C405.6.1. 3� MOUNT STAIRWELL FIXTURE APPROXIMATELY 8' ABOVE STAIR TREAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF FIXTURE OVER STAIR WITH ARCHITECT PRIOR TO ROUGH —IN. Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 i C 0 N 'S v 0 Z z 0 Uj 0 a 0 it LU Z 05 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: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Building Type I First & Second Floor Plan Lighting E 16.13 GENERAL NOTES: FO UM M ARCHITECTURE & Building Type I - Fourth Floor Plan - Lighting Building Type I - Third Floor Plan - Lighting 3/32" = 1'-0" 3/32" = 1'-0" 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. REFER TO ENLARGED TYPICAL UNIT PLANS FOR ALL ELECTRICAL IN UNITS. F. 'NL' NEXT TO FIXTURE DESIGNATES FIXTURE TO BE CONNECTED AHEAD OF AUTOMATIC CONTROLS TO OPERATE CONTINUOUSLY. G. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED "HOTS' TO THE INDICATED LOCAL LIGHTING CIRCUIT. H. EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL 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. REFERENCE NOTES: O 1D CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. 0 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 2017 6TH EDITION SECTION C405.6.1. O MOUNT STAIRWELL FIXTURE APPROXIMATELY 8' ABOVE STAIR TREAD. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF FIXTURE OVER STAIR WITH ARCHITECT PRIOR TO ROUGH -IN. Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO, 28730 (; C 0 �N N c 0 3 0 a ro C c Q vi rn C ro N c 0 0 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: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Building Type Third & Fourth Floor Plan Lighting E16.14 GENERAL NOTES: FORUME CU 1 30 • 2 20 "h A-6:8 P5 Unit Al - Floor Plan - Electrical Unit A3 - Floor Plan - Electrical 1 /4" = 1'-0" 1 /4" = 1'-0" Unit A2 - Floor Plan - Electrical 1 /4" = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTEC11ON OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: U O1 CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. O2 PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. Q3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. ® REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. 6U PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND LISS CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. U7 12%18"x3" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. O8 PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. ® PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. 11 PROVIDE 250V/40A/1 0 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 250V/30A/1 0 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. 0! Josepk, Lawrence & Co Consultinq Lngineers 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 JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: 6 EDITED BY: MJR/BLS s PROJECT N0, 4097 Enlarged Unit Plans Electrical E16.61 Unit 131 - Floor Plan - Electrical Unit B3 -Floor Plan -Electrical 1 /4" = 1'-01 1 1 /4" = 1'-0" Unit B2 - Floor Plan - Electrical 1 /4" = 1'-0" GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWINGS 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 13Y NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: O \ / CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. O PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. ® REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. ® PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. 7O 12"08"0" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. ® PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. O PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. 11 PROVIDE 250V/40A/1 0 OUTLET FOR RANGE, COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. i2 PROVIDE 250V/30A/10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 367AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FORUMN ro a n o ARCHITECTURE & a 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 C J LC21.0058.00 0 E 0 N C a v` a, 0 a Blake Lawrence Suddeth P.E. #: 69060 a SET DISTRIBUTIONS: U u 12/23/21 Owner Review Set a 02/17/22 Permit Set N v r 4 o C - 0 V 0 N ro C ro C m a� `o .2 SHEET REVISIONS: a, U N L _ U - 2 E 7 0 LL -- --- w a 0 - a L N ro - N C 0 AL Q .0 Y C ro W C C N E 7 U 1 EDITED BY: MJR/BLS .CPROJECT NO. 4097 r Enlarged Unit Plans Electrical E 16.62 GENERAL NOTES: FORUME ARCHITECTURE & Unit B4 - Floor Plan - Electrical Unit C1 -Floor Plan -Electrical a 1 /4" = 1'-0" Unit B5 - Floor Plan - Electrical 1 /4" = 1'-0" 1 /4" = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: U �1 CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. O2 PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. �3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. ® REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. U6 PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. U7 12"0 8"x3" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. ® PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. 11 PROVIDE 250V/40A/1 0 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 250V/30A/1 0 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 367AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. Joseph, Lawrence & Co Consulting Engineeps 1180 14ARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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 m Ui 0 U 0 CC ►A C 0 v 2 c Blake Lawrence Suddeth P.E. #: 69060 o SET DISTRIBUTIONS: 0 U N N r 0 c 0 0 m C m C Z�, SHEET REVISIONS: EDITED BY: MJR/BLS s PROJECT NO. 4097 U z Enlarged Unit Plans Electrical E 16.63 GENERAL NOTES: FORUME Unit Al-S - Floor Plan - Electrical Unit A2-S - Floor Plan - Electrical 1 /4" - 1'-0" 1 /4" - 1'-0" Unit Al-S - Fourth Floor - Floor Plan - Electrical 1/4" = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: Q O CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. O2 PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. �3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. ® REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O5 PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. © PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. �7 12%18"0" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. ® PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. V PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 487AFF. 11 PROVIDE 250V/40A/1 0 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 250V/30A/10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. Joseph, Lawrence & Co Consulting Engineers 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 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 r PROJECT N0. 4097 U Z Enlarged Unit Plans Electrical E 16.64 GENERAL NOTES: FORUME ARCHITECTURE & Unit Al-S-BW - Floor Plan - Electrical 1 /411 = 1'-0" v I L Unit Al -S-BW - Fourth Floor - Floor Plan - Electrical 1 /411 = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12, G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: O O CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. �3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. O REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O PROVIDE ELECTRICAL CONNECTION TO UNITS ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. ® PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. O 12"x18"x3" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. ® PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. Q PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 487AFF. 11 PROVIDE 250V/4OA/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 250V/30A/10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. Josepk, Lawrence & Co Consulting Engineers 1180 HARWOOD AVG., SUITE 3000 ALTAMONTG SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 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: A SHEET REVISIONS: EDITED BY: MJR/BLS N r PROJECT N0, 4097 Enlarged Unit Plans Electrical E 16,65 Unit B2 - Fourth Floor - Floor Plan - Electrical 1 /4" = 1'-011 Unit 132-13W - Fourth Floor - Floor Plan - Electrical 1 /4t1 = 1'-01 1 Unit B2-BW - Floor Plan - Electrical 1 /411 = 1'-0" GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH —IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS,, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER —RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: 0 0 CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. U2 PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. 0 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. ® REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O5 PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. © PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITQN #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. �7 12%18"0" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. O8 PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. ® PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 487AFF. 11 PROVIDE 25OV/40A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 250V/30A/1 0 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. Joseph. Lawrence & co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO, 28730 FO UMM 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: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.66 GENERAL NOTES: FORUME ARCHITECTURE & v r Unit B4 - Fourth Floor - Floor Plan Electrical 1 /411 = 1 1`011 Unit C1 - Fourth Floor - Floor Plan - Electrical 1 /4" = 11-011 A. DO NOT SCALE ELECTRICAL DRAWINGS 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. WHERE AVAILABLE THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL DEVICES PER THE DIMENSIONED ARCHITECTURAL DRAWINGS (KITCHENS, BATHROOMS, ETC.), ELEVATIONS AND DETAILS PRIOR TO ROUGH -IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING AND BLOCKING WHERE DEVICES ARE REQUIRED TO BE IN A SPECIFIC LOCATION PER FAIR HOUSING REQUIREMENTS, ADA OR LOCAL AUTHORITY HAVING JURISDICTION. E. ALL 120V, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A U90 ARC -FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT AS REQUIRED BY NEC 210.12 AND LOCAL ORDINANCES. F. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT AS REQUIRED BY NEC 406.12. G. ALL SMOKE ALARMS IN DWELLING UNITS SHALL BE INTERCONNECTED AND INSTALLED IN ACCORDANCE WITH NFPA 101, 2018 EDITION, SECTION 30.3.4.5. H. ALL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL BE OF A LOW FREQUENCY SIGNAL TYPE IN ACCORDANCE WITH NFPA 72, 2016 EDITION, SECTION 18.4.5.3. REFERENCE NOTES: O O1 CONNECT MECHANICAL UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. �2 PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. 0 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. 04 REFER TO POWER RISER DIAGRAM AND UNIT PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O PROVIDE ELECTRICAL CONNECTION TO UNIT'S ASSOCIATED CONDENSING UNIT. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. COORDINATE ROUTING OF CONDUIT THROUGH BUILDING WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. INCREASE WIRE SIZE AS REQUIRED FOR CIRCUIT LENGTH PER FBC AND NEC. ® PROVIDE COMBINATION 120V TAMPER RESISTANT RECEPTACLE AND USB CHARGER OUTLET (LEVITON #T5632—W OR APPROVED SUBSTITUTION). COLOR AS SELECTED BY OWNER. PROVIDE JUNCTION BOX SIZED AS REQUIRED BY NEC AND MANUFACTURER FOR DEVICE. COORDINATE OUTLET LOCATION WITH OWNER PRIOR TO ROUGH —IN. O7 12"x18"x3" DEEP FLUSH MOUNTED CABINET WITH DOOR FOR TELEPHONE AND TV CABLE TERMINATIONS. "NTC" CABINET. COORDINATE MOUNTING HEIGHT AND EXACT LOCATION WITH ALL TRADES PRIOR TO ROUGH —IN. CONTRACTOR TO PULL AND LABEL ALL LINES IN STAR CONFIGURATION. �8 PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. U9 PROVIDE 120V CONNECTION FOR GARBAGE DISPOSAL. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 10 PROVIDE 120V OUTLET FOR REFRIGERATOR, 48"AFF. 11 PROVIDE 250V/40A/10 OUTLET FOR RANGE. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 12 PROVIDE 25OV/30A/10 OUTLET FOR DRYER. COORDINATE PLUG CONFIGURATION AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 13 PROVIDE 120V OUTLET FOR WASHER, 36"AFF. 14 IN ISLAND LOCATIONS, LOCATE 120V RECEPTACLE IN LOW WALL BELOW COUNTER WITHIN 12" OF COUNTERTOP AS REQUIRED BY NEC 210.52(5). COORDINATE LOCATION WITH AHJ PRIOR TO ROUGH —IN. JosepL, Lawpence & Co consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO, 28730 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: Q SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.67 GENERAL NOTES: !L I "' °III T FORUMN Enlarged Elevator Plan - 4th Floor Building Type I Shown (Building Type II Mirrored) 1/2" = 1'-0" '-1 Enlarged Elevator Plan - 1st Floor Building Type I Shown (Building Type II Mirrored) 1 /2" = 1'-011 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. REFERENCE NOTES: O U1 REFER TO ELEVATOR SHOP DRAWINGS FOR EXACT LOCATIONS OF ELECTRICAL WORK IN ELEVATOR PIT AND MACHINE ROOM, PROVIDE CONNECTION SWITCHES, LIGHTS AND RECEPTACLES AS PER NEC 620.23 AND 24. CONNECT FIRE ALARM AND TELEPHONE DEVICES IN ELEVATOR SHAFT LOBBY AND EQUIPMENT ROOM PER STATE FIRE MARSHALL REQUIREMENTS. O2 PROVIDE LOCKABLE RK5 DISCONNECT SWITCH WITH 20A AUXILIARY CONTACTS, REJECTION CLIPS AND RK5 FUSES AS REQUIRED BY ELEVATOR INSTALLER. CONNECT ELEVATOR CONTROLLER. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. O3 30A, 120V LOCKABLE DISCONNECT SWITCH WITH REJECTION CLIPS AND 20A RK5 FUSE. LABEL "ELEVATOR CAB LIGHTS". CONNECT ELEVATOR CONTROLLERS: (2)#12 AND (1)#12 GND. IN 1/2"C. ® ELEVATOR CAB TELEPHONE. COORDINATE WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH —IN. O5 COORDINATE DISCONNECT SIZE, BREAKER SIZE, AND CONDUIT/CONDUCTOR SIZING WITH APPROVED ELEVATOR SHOP DRAWINGS AND PROVIDE AS REQUIRED. ® CONNECT ELEVATOR SHAFT LIGHTING ON TOP FLOOR TO ELEVATOR PIT LIGHTING ON FIRST FLOOR. FIXTURES TO BE CONTROLLED BY 3—WAY SWITCH AS SHOWN ON PLANS. O7 MOUNT MOISTURE PROOF HEAT DETECTOR WITHIN 18" OF FIRE PROTECTION SPRINKLER HEAD. FIELD COORDINATE PRIOR TO ROUGH —IN. ® ELEVATOR RECALL CONTROL MODULES. COORDINATE WITH ELEVATOR CONTRACTOR PRIOR TO ROUGH —IN. �9 ELEVATOR POWER SHUTDOWN CONTROL MODULE. 10 ELEVATOR POWER SHUTDOWN CONTROL CIRCUIT SUPERVISORY MONITOR MODULE. 11 ELEVATOR PHASE 1 EMERGENCY RECALL VISUAL SIGNAL CONTROL MODULE. COORDINATE TERMINATION REQUIREMENTS WITH ELEVATOR CONTROLLER. 12 PROVIDE TWO—WAY COMMUNICATION SYSTEM AND CABLING TO MAIN BASE STATION AS REQUIRED BY 2020 7TH EDITION FBC, 2018 FFPC, AND 2018 NFPA 101 LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDIC11ON PRIOR TO ROUGH —IN. 13 PROVIDE 60A/3P, NON —FUSED DISCONNECT SWITCH AT TOP OF ELEVATOR SHAFT FOR CONNECTION OF ELEVATOR MOTOR TO ELEVATOR CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH ELEVATOR MANUFACTURER SHOP DRAWINGS AND INSTALLER PRIOR TO ROUGH —IN. MAINTAIN ALL NEC REQUIRED CLEARANCES FOR DISCONNECT SWITCH. 14 TO NON —FUSED 60A/3P DISCONNECT LOCATED AT TOP OF ELEVATOR SHAFT. PROVIDE (3)#6 AWG CU. AND (1)#10 AWG CU. GND. IN 1 "C. AS REQUIRED. 15 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. Joseph. Lowlrence & Co Consulting Engineees 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.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 JLC21.0058.00 N m C m N r C 0 0 c Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: U U 0 a 0 0 0 C 0 a 0 7 N N 0 L lU r G M 0 c c m �N N L 0 Y SHEET REVISIONS: 05 u L L E 2 0 LL o - L a 0 Y L N C C N 0 U L N L C N C 0 E U U I EDITED BY: MJR/BLS 0 N PROJECT NO, 4097 U Z Z U N LU Enlarged ° Elevator Plans z Electrical 06 Uj x U F U E 16.68 0 0 FLOOR THIRD FLOOR SECOND FLOOR FIRST FLOOR UNIT FEEDER SCHEDULE 208V/10 RESIDENTIAL LOAD CENTERS UNIT LOAD CENTER MAXIMUM DISTANCE (FEET) MINIMUM FEEDER SIZE (ALUMINUM SER CABLE) 125A 125 (3)11/0 AWG AL & (1)#2 AWG AL GRID 156 (3)12/0 AWG AL & (1)#1 AWG AL GIRD 192 (3)13/0 AWG AL & (1)#1/O AWG AL GRID 250 (3)#4/0 AWG AL & (1)12/0 AWG AL GIRD NOTES: 1. FEEDER SIZES BASED ON NEC TABLE 310.15(B)(16) 75-C COLUMN. 2. FEEDER SIZES BASED ON 3% VOLTAGE DROP. 3. BASIS OF DESIGN: SOUTHWIRE SERVICE ENTRANCE CABLE - TYPE SER THREE CONDUCTOR WITH BARE GROUND. UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'A' PNL. 'C' PNL. 'A' PNL. 'B' PNL. 'A' PNL. 'A' PNL. 'B' 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL 'A' PNL 'C' PNL. 'A' PNL 'B' PNL. 'A' PNL. 'A' PNL. 'B' 125A MILD 125A MLO 125A MILD 125A MLO 125A MILD 125A MLO 125A MILD 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'A' PNL. 'C' PNL 'A' PNL. 'B' PNL. 'A' PNL. 'A' PNL. 'B' 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'A' PNL 'C' PNL. 'A' PNL 'B' PNL. 'A' PNL. 'A' PNL 'B' 125A MLO 125A MILD 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W CONDUIT &CONDUCTOR SIZES: O l^J 5 SETS [(4)#600 kcmil AL, 4"C.] 2 SETS [(4)#250 kcmil AL & (1)#1 AWG. AL GND. IN 3"C.] PER(2020 FBCEC C405.6.3, 7th EDITION): ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS ARE DESIGNED FOR A MAXIMUM OF 5% VOLTAGE DROP TOTAL. BUILDING SHUNT TRIPO TYP Power Riser Diagram -Meter Center #1 METER CENTER #1 SQUARE 'D' - "EZ METER-PAK" METER CENTER (OR EQUAL). 1600A, 120/208V, 30, 4W, NEMA 1 MAIN SECTION WITH 1600A, 3P MAIN CIRCUIT BREAKER AND (52) 125A, 208V, 10, 3W, NEMA 1 METER SOCKETS WITH (52) 125A/2P TENANT SERVICE BREAKERS. MINIMUM AIC RATING SHALL BE 65K 782A ; IRV- 11% A REFERENCE NOTES: o (1 REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. �2 COORDINATE ALL 'REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. O COORDINATE ROUTING OF SERVICE ENTRANCE RATED CABLE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH -IN. ® COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH -IN. PROVIDE METER LABELING AS REQUIRED BY UTILITY COMPANY. O PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANEL/METER CENTER. 0 PROVIDE IDENTIFICATION SIGNAGE ON MAIN DISCONNECTS TO CONFORM WITH NEC 230.2(E) AND LOCAL UTILITY COMPANY. J COORDINATE EXACT LOCATION OF BUILDING SHUNT TRIP WITH FIRE MARSHALL PRIOR TO ROUGH -IN. SHUNT TRIP TO SHUT OFF ELECTRICAL SERVICE TO MC11. ® PROVIDE #6 AWG CU. GND. INTER -SYSTEM BONDING JUMPER TO INTER -SYSTEM BONDING TERMINAL PER NEC 250.94. O9 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. SQUARE 'D' - "EZ METER-PAK" METER SECTION. 400A, 120/208V, 30, 4W, NEMA 1, COMMERCIAL METER SECTION WITH (1) 400A, 3P SERVICE BREAKER. MINIMUM AIC RATING SHALL BE 65K r AIC=27,942A HOUSE PNL. 'H1' ro 400A MLO 120/208V LIGHTING 30, 4W CONTACTOR REFER TO DETAIL #3/0 CU \-PROVIDE INTER -SYSTEM BONDING JUMPER No Scale 6ft MIN i i Q _(D CONCRETE ENCASED 5/8%20' CU CLAD GROUND ROD GENERAL NOTES: 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). UNIT UNIT UNIT UNIT UNIT UNIT PNL 'B' PNL 'B' PNL 'B' PNL. 'A' PNL 'B' PNL. 'A' 125A MLO 125A MILD 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'B' PNL. 'B' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'A' 125A MILD 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'B' PNL. 'B' PNL. 'B' PNL 'A' PNL. 'B' PNL 'A' 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W AIC=9,873A UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'B' PNL. 'B' PNL. 'B' PNL 'A' PNL. 'B' PNL 'A' 125A MLO 125A MLO 125A MLO 125A MILD 125A MLO 125A MLO 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W 10, 3W RTH FLOOR FLOOR SECOND FLOOR 1 2 NEW 120/208V, 30 UTILITY PAD MOUNTED TRANSFORMER AVAILABLE SCC = 57,09 1 Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCCNG.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 JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: MJwBLS PROJECT NO. 4097 Riser Diagram Electrical E16.71 F.A.C. 61G15-32.008 DESIGN OF FIRE ALARMS L DETECTION SYSTEMS FORUME 61G15-32.008 DESIGN OF FIRE ALARM AND DETECTION SYSTEM COMPLIANCE NOTES FOR APARTMENTS AND CLUBHOUSE: ALE 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 #D991 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 SURVIVABILJTY: 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 N011FICA11ON 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 CONNEC71ON 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. I. 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 40'F OR EXCEED 100'F. 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. 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 CAL ULATIONS 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. (6) 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 #553.885. FIRE ALARM SYSTEM LEGEND ® MANUAL PULL STATION n4cd WALL MOUNTED HORN WITH STROBE (cd=CANEDLA RATING) 04WP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @4 CEILING MOUNTED HORN WITH STROBE RIM WALL MOUNTED LOW FREQUENCY MINI HORN EOM WALL MOUNTED LOW FREQUENCY MINI HORN WITH STROBE 21 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE ®4 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE & WALL MOUNTED STROBE FIRE ALARM BELL © SMOKE DETECTOR OCO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR __0 DUCT MOUNTED SMOKE DETECTOR Q 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) Ijp] FIREMAN'S PHONE JACK ® SPRINKLER SYSTEM SUPERVISORY TAMPER SWITCH CONNECTION 0 SPRINKLER SYSTEM FLOW SWITCH CONNECTION CM CONTROL MODULE ® MONITOR MODULE ® LOCK BOX FIRE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET j FIRE ALARM ANNUNCIATOR PANEL DIGITAL ALARM COMMUNICATOR TRANSMITTER CONTROL UNIT ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL z z P d p z N M o 3 �• _j g g Ej ffi z S6 Q Q N d i-N _ Q W n Z 3a wa UJ O c o z Rmo`oo , at W Z O a a z z Cn W O Y � � � � c''.� vi can Z 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 • • • • • Is • 1 • 6 ELEVATOR LOBBY SMOKE DETECTORS - UPPER FLOORS • • • • • • • • 7 WATER FLOW • • • • • • • • 8 SPRINKLER CONTROL VALVE • • • 10 9 OPEN CIRCUIT • • 1 • 101 GROUND FAULT • • 1 • 111 NOTIFICATION APPLIANCE CIRCUIT SHORT 1 10 01 1 1 • FIRE ALARM MATRIX OF OPERATIONS NO SCALE i 0! Josepk. Laweence & 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 JLC21,0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: 1 EDITED BY: MJR/BLS m PROJECT NO. 4097 z Fire Alarm Riser Diagram Electrical E 16,73 RESIDENTIAL UNIT TYPE Al, A2, A3 ELECTRICAL SERVICE LOAD SUMMARY 800 SQUARE FT. x 3 VA = 2,400 VA (GENERAL LIGHTING/RECEPTACLE LOAD) 1,500 VA x 2 = 3,000 VA (SMALL APPLIANCE LOAD) 1,500 VA x 1 = 1,500 VA (WASHING MACHNE) 5,000 VA x 1 = 5,000 VA (ELECTRIC DRYER) 4,500 VA x 1 = 4,500 VA (ELECTRIC WATER HEATER) 1,200 VA x 1 = 1,200 VA (DISHWASHER) 800 VA x 1 = 800 VA (DISPOSAL) 840 VA x 1 = 840 VA (REFRIGERATOR) 1,200 VA x 1 = 1,200 VA (MICROVAVE/HOOD) 10,000 VA x 1 = 10,000 VA (ELECTRIC RANGE/OVEN) CONNECTED GENERAL LOAD = 30,440 VA CONNECT HEAT/AC LOAD = 4,732 VA (PER NEC 220.82) CAR CHARGER @ 125% = 0 VA (PER NEC 625.42) TOTAL CONNECTED LOAD = 35,172 VA TOTAL DEMAND LOAD = 22,908 VA (PER NEC 220.82) TOTAL DEMAND AMPS = 110.13 AMPS 125A @ 208V/1 PH SERVICE RESIDENTIAL UNIT TYPE B1, 1321 B3, B43 B5 ELECTRICAL SERVICE LOAD SUMMARY 1,120 SQUARE FT. x 3 VA = 3,360 VA (GENERAL LIGHTING/RECEPTACLE LOAD) 1,500 VA x 2 = 3,000 VA (SMALL APPLIANCE LOAD) 1,500 VA x 1 = 1,500 VA (WASHING MACHNE) 5,000 VA x 1 = 5,000 VA (ELECTRIC DRYER) 4,500 VA x 1 = 4,500 VA (ELECTRIC WATER HEATER) 1,200 VA x 1 = 1,200 VA (DISHWASHER) 800 VA x 1 = 800 VA (DISPOSAL) 840 VA x 1 = 840 VA (REFRIGERATOR) 1,200 VA x 1 = 1,200 VA (MICROVAVE/HOOD) 10,000 VA x 1 = 10,000 VA (ELECTRIC RANGEIOVEN) CONNECTED GENERAL LOAD = 31,400 VA CONNECT HEAT/AC LOAD = 4,732 VA (PER NEC 220.82) CAR CHARGER @ 125% = 0 VA (PER NEC 625.42) TOTAL CONNECTED LOAD = 36,132 VA TOTAL DEMAND LOAD = 23,292 VA (PER NEC 220.82) TOTAL DEMAND AMPS = 111.98 AMPS 125A @ 208V/1 PH SERVICE RESIDENTIAL BUILDING TYPE I LOAD SUMMARY - METER CENTER #1 UnitType Al 35,172 VA x 16 = 562,752 VA UnitType A2 35,172 VA x 8 = 281,376 VA UnitType A3 35,172 VA x 1 = 35,172 VA UnitType 131 36,132 VA x 4 = 144,528 VA UnitType B2 36,132 VA x 8 = 289,056 VA UnitType 63 36,132 VA x 4 = 144,528 VA UnitType B4 36,132 VA x 3 = 108,396 VA UnitType B5 36,132 VA x 4 = 144,528 VA UnitType C1 37,908 VA x 4 = 151,633 VA TOTAL CONNECTED UNIT LOAD = 1,861,969 VA TOTAL UNIT DEMAND LOAD = 465,492 VA (PER NEC 220.84) TOTAL HOUSE PANEL LOAD = 59,970 VA TOTAL DEMAND AMPS = 1,459.62 AMPS 1600A @ 208V/1 PH, 3W SERVICE RESIDENTIAL UNIT TYPE C1 ELECTRICAL SERVICE LOAD SUMMARY 1,290 SQUARE FT. x 3 VA = 3,870 VA (GENERAL LIGHTING/RECEPTACLE LOAD) 1,500 VA x 2 = 3,000 VA (SMALL APPLIANCE LOAD) 1,500 VA x 1 = 1,500 VA (WASHING MACHNE) 5,000 VA x 1 = 5,000 VA (ELECTRIC DRYER) 4,500 VA x 1 = 4,500 VA (ELECTRIC WATER HEATER) 1,200 VA x 1 = 1,200 VA (DISHWASHER) 800 VA x 1 = 800 VA (DISPOSAL) 840 VA x 1 = 840 VA (REFRIGERATOR) 1,200 VA x 1 = 1,200 VA (MICROVAVE/HOOD) 10,000 VA x 1 = 10,000 VA (ELECTRIC RANGE/OVEN) CONNECTED GENERAL LOAD = 31,910 VA CONNECT HEAT/AC LOAD = 5,998 VA (PER NEC 220.82) CAR CHARGER @ 125% = 0 VA (PER NEC 625.42) TOTAL CONNECTED LOAD = 37,908 VA TOTAL DEMAND LOAD = 24,762 VA (PER NEC 220.82) TOTAL DEMAND AMPS = 119.05 AMPS 125A @ 208V/1 PH SERVICE RESIDENTIAL BUILDING TYPE II LOAD SUMMARY - METER CENTER #2 UnitType Al 35,172 VA x 12 = 422,064 VA UnitType A2 35,172 VA x 8 = 261,376 VA UnitType A3 35,172 VA x 1 = 35,172 VA UnitType B1 36,132 VA x 8 = 289,056 VA UnitType 62 36,132 VA x 8 = 289,056 VA UnitType B3 36,132 VA x 8 = 289,056 VA UnitType B4 36,132 VA x 3 = 108,396 VA UnitType 85 36,132 VA x 0 = 0 VA UnitType C1 37,908 VA x 0 = 0 VA TOTAL CONNECTED UNIT LOAD = 1,714,176 VA TOTAL UNIT DEMAND LOAD = 445,686 VA (PER NEC 220.84) TOTAL HOUSE PANEL LOAD = 59,970 VA TOTAL DEMAND AMPS = 1,404.60 AMPS 1600A @ 208V/1 PH, 3W SERVICE Joseph, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 ro a 'n FORUME o ARCHITECTURE & 0. INTERIOR DESIGN, INC. c m 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 c AA0002731 m www.forumarchitecture.com 0 r U Q r 0 Zephyr U. Q C W 0 Commons U f� 7 0 .0 3 a C 0 E a 0 0 ro 0 m 4- City of Zephyrhills, FL 0 c JLC21.0058.00 0 E 0 N c 0 'N N C 0 'i N rn c m ro v N N L �i ro m 0 C Blake Lawrence Suddeth t P.E. #: 69060 m 'o $ SET DISTRIBUTIONS: U 4: 'U N N N r 0 w C 0 ro N 7 W N 0 N ro C N U C C N N 0 .0 N SHEET REVISIONS: U N L U E 0 LL w 0 0 a o -- C1 r m N C N pC ro C ro 1.' E U EDITED BY: MJR/BLS N L PROJECT NO. 4097 1 Schedules Electrical E16.81 3 m 0 0FORUME ., , 4 LIGHTING FIXTURE SCHEDULE - TYPICAL UNITS MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP LAMP LAMP FIXTURE QTY WATTS MODEL WATTS A DECORATIVE LED CEILING MOUNT FIXTURE LOCATED AT TBD TBD 120 - 15 LED 15 KITCHEN. ENERGY STAR RATED. B DECORATIVE LED MINI -PENDANT FIXTURE LOCATED AT KITCHEN. ENERGY STAR RATED. TBD TBD 120 1 17 LED 17 B1 DECORATIVE PENDANT FIXTURE LOCATED OVER DINING TABLE. TBD TBD 120 1 21 LED 21 ENERGY STAR RATED. C DECORATIVE LED CEILING MOUNT FIXTURE LOCATED AT TBD TBD 120 1 17 LED 17 HALLWAYS. ENERGY STAR RATED. C1 DECORATIVE LED CEILING MOUNT FIXTURE LOCATED AT UTILITY TBD TBD 120 1 17 LED 17 CLOSET. ENERGY STAR RATED. D LED WALL MOUNTED VANITY LIGHT FIXTURE LOCATED ABOVE TBD BATHROOM SINK. ENERGY STAR RATED. TBD 120 1 30 LED 30 F 52- CEILING FAN WITH LIGHT KIT LOCATED AT BEDROOMS AND TBD TBD 120 1 55 LED 55 LIVING ROOM. ENERGY STAR RATED. G LED DOWNUGHT CLOSE -TO -TUB FIXTURE. UL DAMP LABEL TBD TBD 120 1 21 LED 21 RATED. ENERGY STAR RATED. H EXTERIOR LED SURFACE MOUNTED FIXTURE LOCATED AT BALCONY. UL WET LABEL RATED. ENERGY STAR RATED. TBD TBD 120 1 21 LED 21 NOTES: 1. DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. LIGHTING FIXTURE SCHEDULE - BUILDINGS MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP LAMP LAMP FIXTURE QTY WATTS MODEL WATTS 7- ROUND LED SUM SURFACE MOUNTED FIXTURE ALUMINUM BA FINISH, UL LISTED, ENERGY STAR CERTIFIED, DAMP LOCATION PHIWPS S7R835K1OAL 120 - 14.4 LED 14.4 RATED LOCATED AT MAIN CORRIDORS AND MISC. ROOMS. 7- ROUND LED SLIM SURFACE MOUNTED FIXTURE ALUMINUM BB FINISH, UL USTED, ENERGY STAR CERTIFIED, DAMP LOCATION PHILLIPS S7R835K1OAL 120 1 14.4 LED 14.4 RATED LOCATED AT STORAGE CLOSETS. BC 4' WALL MOUNTED LED STAIRWELL WITH INTEGRATED MOTION PHILUPS SF4C38A35UDZT-US-EMLED 120 1 53 LED 53 SENSOR AND BI-LEVEL BALLAST, BJ 1'X4' LED SURFACE MOUNTED ENCLOSED AND GASKETED COLUMBIA LXEM4-35ML-DFA-EU 120 1 47 LED 47 FIBERGLASS FIXTURE. UL WET LABEL RATED. BM EXTERIOR LED ADDRESS LIGHTER DOWNUGHT WITH STEEL TBD TBD 120 1 5 LED 5 HOUSING. UL WET LABEL RATED. BW EXTERIOR BUILDING LED WALL SCONCE IN DIE-CAST ALUMINUM H.E. WILLIAMS VWPH-L30/740-T3-DBZ-SDGL-DIM- 120 1 36 LED 36 HOUSING, IP RATED, UL WET LABEL RATED UNV EM WALL MOUNTED EMERGENCY LIGHT WITH THERMOPLASTIC BEGHELU 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 BEGHELU EL-SE-205LED- 1 20/277-W 120 2 5 LED 10 HOUSING, BATTERY BACKUP, UL WET LABEL RATED UNIVERSAL FACE/MOUNT EXIT SIGN WITH WHITE X1 THERMOPLASTIC HOUSING, RED LETTERS, BATTERY BACKUP, BEGHELU PX-R-SA-AT 120 - - LED - DAMP LABEL RATED NOTES: 1. DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. MECHANICAL CONDENSING UNIT FEEDER SCHEDULE 208V/10 RESIDENTIAL LOAD CENTERS CU # MAXIMUM MINIMUM FEEDER SIZE (BREAKER SIZE) DISTANCE (FEET) (COPPER) CU-1 165 (3)#10 AWG CU & (1)#10 AWG CU GND IN 3/4-C (20A) 250 (3)#8 AWG CU & (1)#8 AWG CU GND IN 1-C 112 (3)#10 AWG CU & (1)#10 AWG CU GND IN 3/4-C CU-2 (30A) 171 (3)#8 AWG CU & (1)#8 AWG CU GND IN 1-C 267 (3)#6 AWG CU & (1)#6 AWG CU GND IN 1-C. 116 (3)#10 AWG CU & (1)#10 AWG CU GND IN 3/4-C U- CU-3 177 (3)#8 AWG CU & (1)#8 AWG CU GND IN 1-C 276 (3)#6 AWG CU & (1)#6 AWG CU GND IN 1-C. NOTES: 1. FEEDER SIZES BASED ON NEC TABLE 310.15(B)(16) 75"C COLUMN. 2. FEEDER SIZES BASED ON 2% VOLTAGE DROP. TYPICAL UNIT PANEL 'A' LOCATION: UNIT TYPE 'A' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 10K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 125A ® MLO ❑ MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 ~ CIRCUIT DESCRIPTION BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION 6 0 NEU GND COND 0 NEU GND COND 1 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 3.00 40/2 10 10 10 NM AMU-1 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 3.00 - 10 - - - - 4 5 BATHROOM RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.00 20/2 - - - - 4 CU-1 6 7 REFRIGERATOR 1 14 14 14 NM 15/1 0.84 B 1.00 - - - - 9 GARBAGE DISPOSAL/DISHWASHER 3 12 12 1 12 NM 20/1 2.00 A 6.00 40/2 8 8 10 NM IRANGE 10 11 MICROWAVE/HOOD 1 12 12 1 12 NM 20/1 1.20 B 6.00 - 8 - - - - 12 13 BEDROOM LIGHTS/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 10 10 NM 2 EWH-1 14 15 LMNG ROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - 16 17 KITCHEN UGHTS/CORRIDOR RECEPTS. 1 14 14 14 NM 15/1 1.20 A 2.50 30/2 10 10 10 NM DRYER 18 19 ISPACE ONLY - - - - - - B 2.50 - 10 - - I - I - 20 21 SPACE ONLY - - - - - - A 1.50 20/1 12 12 12 1 NM 131WASHER 22 23 SPACE ONLY - - - - - - B - - - - - - I SPACE ONLY 124 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 2) PROVIDE 'LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31 3 PROVIDE COMBINATION ARC -FAULT AND GFCI CIRCUIT BREAKER PER NEC 210.12 AND 210.8 4) REFER TO CONDENSING UNIT FEEDER SCHEDULE TOTAL DEMAND AMPS: 110.13 AMPS PER UNIT SERVICE CALCULATION TYPICAL UNIT PANEL'B' LOCATION: UNIT TYPE 'B' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 10K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' -TYPE QO MAINS: 125A ®MLO ❑MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 r Ei CIRCUIT DESCRIPTION W W z BRANCH CIRCUIT BKR LOAD KVA PHASE LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION i NEU GND OND NEU GND COND 1 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 3.00 40/2 10 10 10 NM AHU-2 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 3.00 - 10 - - I - 4 5 BATHROOM RECEPTACLE 12 12 12 NM 20/1 1.50 A 1.46 30/2 - - - - 4 CU-2 6 7 REFRIGERATOR 1 14 14 14 NM 15/1 0.84 B 1.46 - - - - - - 8 9 GARBAGE DISPOSAL/DISHWASHER 3 12 12 12 NM 20/1 2.00 A 6.00 40/2 8 8 10 NM RANGE 10 11 MICROWAVE/HOOD 1 12 12 12 NM 20/1 1.20 B 6.00 - 8 - - - 12 13 BEDROOM LIGHTS/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 10 10 10 NM 2 EWH-1 14 15 LIVING ROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - - 16 17 KITCHEN UGHTS/CORRIDOR RECEPTS. 1 14 14 14 NM 15/1 1.20 A 2.50 30/2 10 10 10 NM DRYER 18 19 BATHROOM RECEPTACLES 12 12 12 NM 20/1 1.50 B 2.50 - 10 - - - - 20 21 BEDROOM/BATHROOM UGHTS/RECEPTS 1 14 14 14 NM 15/1 1.20 A 1.50 20/1 12 1 12 12 NM 3 WASHER 22 23 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 24 EQUIPMENT SERVED CONN. LOAD L.F. D.F. I DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 2) PROVIDE 'LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31 3) PROVIDE COMBINATION ARC -FAULT AND GFCI CIRCUIT BREAKER PER NEC 210.12 AND 210.8 4) REFER TO CONDENSING UNIT FEEDER SCHEDULE TOTAL DEMAND AMPS: 111.98 AMPS PER UNIT SERVICE CALCULATION TYPICAL UNIT PANEL 'C' LOCATION: UNIT TYPES 'C' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 10K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS TYPE 'NM' CABLE WHERE APPROVED BY A.H.J. TYPE: SQUARE 'D' -TYPE QO MAINS: 125A ® MLO ❑ MCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB --FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 �- 6 CIRCUIT DESCRIPTION N p z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT p z CIRCUIT DESCRIPTION � NEU GND ICOND 0 NEUT GND COND 1 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 4.09 50/2 10 10 10 NM AHU-3 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 4.09 - 10 - - - I - 4 5 BATHROOM RECEPTACLES 12 12 12 NM 20/1 1.50 A 1.41 25/2 - - - - 4 CU-3 6 7 REFRIGERATOR 1 14 14 14 NM 15/1 0.84 B 1.41 - - - - - 8 9 GARBAGE DISPOSAL/DISHWASHER 3 12 12 1 12 NM 20/1 2.00 A 6.00 40/2 8 8 10 NM RANGE 10 11 MICROWAVE 1 12 12 1 12 NM 20/1 1.20 B 6.00 - 8 - - - - 12 13 BEDROOM LIGHT'S/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A 2.25 30/2 1 10 10 10 NM 2 EWH-1 14 15 LIVING ROOM LIGHTS/RECEPTACLES 1 14 14 14 NM 15/1 1.20 B 2.25 - 10 - - - I - 16 17 KITCHEN LIGHTS/CORRIDOR RECEPTS. 1 14 14 14 NM 15/1 1.20 A 2.50 30/2 10 10 10 NM DRYER 18 19 BATHROOM RECEPTACLES 12 12 12 NM 20/1 1.50 B 1 2.50 - 10 - - - 20 21 BEDROOM LIGHTS/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A 1 1.50 20/1 12 12 12 NM 3 WASHER 22 23 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 24 25 BEDROOM LIGHTS/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A - - - - - - SPACE ONLY 26 27 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 28 29 SPACE ONLY - - - - - - A - - - - - - SPACE ONLY 30 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 2) PROVIDE 'LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31 3) PROVIDE COMBINA11ON ARC -FAULT AND GFG CIRCUIT BREAKER PER NEC 210.12 AND 210.8 4) REFER TO CONDENSING UNIT FEEDER SCHEDULE TOTAL DEMAND AMPS: 119.05 AMPS PER UNIT SERVICE CALCULATION iosepk, Lowpence & Co Consulting Ingineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCCNG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. ' 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407,830.1400 s 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: 0 EDITED BY: MJR/BLS r PROJECT NO. 4097 Schedules Electrical E 16.82 FORUME ARCHITECTURE & 9 1 t3 PANEL 'H 1' (SECTION 1) LOCATION: ELECTRICAL ROOM VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 400A ® MLO ❑ MCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION [3 z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION 0 NEUT GND D NEUT GND COND 1 RECEPTACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 A 4.80 60/3 4 4 10 .25 ELEVATOR CONTROLLER 2 3 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 B 4.80 - 4 - - - - 4 5 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 C 4.80 - 4 - I - - 6 7 RECEPTACLES - CORRIDOR 12 1 12 12 1/2" 20/1 0.72 1 A //// //// - I - - - ELEVATOR SHUNT TRIP COIL 8 s RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 B 1.00 20/1 10 10 10 3/4"1 ELEVATOR CAB LIGHTS 10 11 RECEPTACLES - EXTERIOR 10 10 10 3/4' 20/1 0.90 C 1.00 20/1 10 10 10 3/4"1 ELEVATOR PIT LIGHTS/RECEPS 12 13 RECEPTACLES - EXTERIOR 10 10 10 3/4" 20/1 1.08 A 1.00 20/1 10 10 10 3/4" SUMP PUMP 14 15 RECEPTACLES - ELEC. ROOM 12 12 12 1/2" 20/1 0.18 B 0.18 1 20/1 10 10 10 /4" JELEVATOR SERVICE RECEPTACLE 16 17 RECEPTACLES - TTB 12 12 12 1/2" 20/1 0.36 C 0.18 20/1 10 10 10 /4" ELEVATOR SERVICE RECEPTACLE 18 19 RECEPTACLES - TTB 12 12 12 1/2" 20/1 0.36 A 2.52 30/3 10 10 10 /4" BP-1 20 21 FACP 4 12 12 12 1/2" 20/1 0.50 B 2.52 - 10 - - - - 22 23 DAS SYSTEM 4 12 12 12 1/2" 20/1 0.50 C 2.52 - 10 - - - - 24 25 RECEPTACLES - PUMP ROOM 12 12 12 1/2" 20/1 0.18 A 1.00 30/2 10 10 10 /4" MCU-1 26 27 RECEPTACLES - 2ND FLR BLDG. SERV. 12 12 12 1/2" 20/1 0.18 B 1.00 - 10 - - - - 28 29 RECEPTACLES - 3RD FLR BLDG. SERV. 12 12 12 1/2' 20/1 0.18 C 1.00 30/2 10 10 10 /4" MCU-1 30 31 RECEPTACLES - 4TH FLR BLDG. SERV. 12 12 12 1/2" 20/1 0.18 A 1.00 - 10 - I - - 32 33 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 34 35 SPARE - - - - 20/1 - C - 20/1 - - - SPARE 36 37 SPARE - - - - 20/1 - A - 20/1 - - - - SPARE 38 39 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 40 41 SPARE - - - - 20/1 - C - 20/1 - - - - SPARE 42 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 0.00 KVA 125% 0.00 KVA RECEPTACLES - GENERAL 7.02 KVA 100% 7.02 KVA EQUIPMENT 30.32 KVA 100% 30.32 KVA PANELS (SECTION 2) 22.63 KVA 100% 22.63 KVA NOTES` 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 'LC1' 2) PROVIDE GFCI CIRCUIT BREAKER 3) NON -COINCIDENTAL LOAD NOT INCLUDED IN LOAD CALC 4) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE 5) REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS TOTAL DEMAND LOAD: 59.97 KVA TOTAL DEMAND AMPS: 166.58 AMPS PANEL 'H 1' (SECTION 2) LOCATION: ELECTRICAL ROOM VOLTAGE: 208Y/120V 36 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 400A ® MLO [IMCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 9 CIRCUIT DESCRIPTION op BRANCH CIRCUIT BKR LOAD KVA PHA 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION NEUT GND COND 0 NEUj GND COND 43 LIGHTS - 1ST FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.50 A 2.25 30/2 10 10 10 /4" AHU-1.1 44 45 LIGHTS - 2ND FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.40 B 2.25 - 10 - - - - 46 47 LIGHTS - 3RD FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.40 C 2.25 30/2 10 10 10 3/4" AHU-1.2 48 49 LIGHTS - 4TH FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.40 A 2.25 - 10 - - - - 50 51 LIGHTS - STAIRS 12 1 12 12 1/2" 20/1 0.15 B 2.25 30/2 10 10 10 /4" AHU-1.3 52 53 LIGHTS - STAIRS 12 12 12 1/2" 20/1 0.15 C 2.25 - 10 - - - - 54 55 LIGHTS - STAIRS 12 12 12 1/2" 20/1 0.15 A 2.25 30/2 10 10 10 /4" AHU-1.4 56 57 LIGHTS - STAIRS 12 12 12 1/2" 20/1 0.15 B 2.25 - 10 - - - - 58 59 LIGHTS - EXTERIOR 1 10 10 10 /4' 20/1 0.10 C 1.46 30/2 10 10 10 /4" 3ICU-1.1 60 61 LIGHTS - SITE POLES 1 10 10 10 3/4" 20/2 0.60 A 1.46 - 10 - - - - 62 63 - 10 - - - - 0.60 B 1.00 20/2 12 12 12 1/2' 3 CU-1.2 64 65 LIGHTS - WALLPACKS 1 10 10 10 /4" 20/1 0.20 C 1.00 - 12 - - - I - 66 67 SPARE - - - - 20/1 - A 1.00 20/2 12 12 12 1/2" 3 CU-1.3 68 69 SPARE - - - - 20/1 - B 1.00 - 12 - - - 70 71 SPARE - - - - 20/1 - C 1.00 20/2 12 12 12 1/2" 3 1 CU-1.4 72 73 SPARE - - - - 20/1 - A 1.00 - 12 - - - - 74 75 SPARE - - - - 20/1 - B - - - - - - - 76 77 SPARE - - - - 20/1 - C - - - - I - - - 78 79 SPARE - - - - 20/1 - A - 30/3 10 10 10 3/4" SURGE PROTECTIVE DEVICE (SPD) 80 81 SPARE - - - - 20/1 - B - - 10 - - - - 82 83 SPARE - - - - 20/1 - C - - 10 - - - - 84 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 3.70 KVA 125% 4.63 KVA RECEPTACLES - GENERAL 0.00 KVA 100% 0.00 KVA EQUIPMENT 18.00 KVA 100% 18.00 KVA NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 'LC1' 2) PROVIDE GFCI CIRCUIT BREAKER 3) NON -COINCIDENTAL LOAD NOT INCLUDED IN LOAD CALC 4) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE 5) REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS TOTAL DEMAND LOAD: 22.63 KVA LOAD CARRIED OVER TO FIRST SECTION PANEL 11-12' (SECTION 1) LOCATION: ELECTRICAL ROOM VOLTAGE: 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NQ MAINS: 400A 19MLO ElMCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION 00 z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 .LOAD KVA BKR BRANCH CIRCUIT � z CIRCUIT DESCRIPTION 0 JNEU GND COND 0 NEUT GND ICOND 1 RECEPTACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 A 4.80 60/3 4 4 10 .25 ELEVATOR CONTROLLER 2 3 RECEPTACLES - CORRIDOR 12 12 12 1/2- 20/1 0.72 B 4.80 - 4 - - - - 4 5 RECEPTACLES - CORRIDOR 12 12 12 1/2' 20/1 0.72 1 C 4.80 - 4 - - - - 6 7 RECEPTACLES - CORRIDOR 12 1 12 1 12 1/2" 20/1 0.72 1 A //// //// - - - - ELEVATOR SHUNT TRIP COIL 8 9 IRECEPTACLES - CORRIDOR 12 1 12 1 12 1 /2' 20/1 0.72 B 1.00 20/1 10 10 10 /4' ELEVATOR CAB LIGHTS 10 11 RECEPTACLES - EXTERIOR 10 1 10 10 /4" 20/1 0.90 C 1.00 20/1 10 10 10 /4' ELEVATOR PIT LIGHTS/RECEPS 12 13 RECEPTACLES - EXTERIOR 10 10 10 /4" 20/1 1.08 A 1.00 20/1 10 10 10 /4" SUMP PUMP 14 15 RECEPTACLES - ELEC. ROOM 12 12 12 1/2' 20/1 0.18 B 0.18 20/1 10 10 10 3/4" ELEVATOR SERVICE RECEPTACLE 16 17 RECEPTACLES - TTB 12 12 12 1/2" 20/1 0.36 C 0.18 20/1 10 10 10 3/4"1 ELEVATOR SERVICE RECEPTACLE 18 19 RECEPTACLES - TTB 12 12 12 1/2' 20/1 0.36 1 A 2.52 30/3 10 10 10 3/4" BP-2 20 21 FACP 4 12 12 12 1/2' 20/1 0.50 1 B 2.52 - 10 - - - 22 23 DAS SYSTEM 4 12 12 12 1/2' 20/1 0.50 C 2.52 - 10 - - - - 24 25 RECEPTACLES - PUMP ROOM 12 12 12 1/2" 20/1 0.18 A 1.00 30/2 10 10 1 10 /4" MCU-1 26 27 RECEPTACLES - 2ND FLR BLDG. SERV. 12 12 12 1/2" 20/1 0.18 B 1.00 - 10 - - - 28 29 RECEPTACLES - 3RD FLR BLDG. SERV. 12 12 12 1/2" 20/1 0.18 C 1.00 30/2 10 10 10 3/4" MCU-1 30 31 RECEPTACLES - 4TH FLR BLDG. SERV. 12 12 12 1 /2' 20/1 0.18 A 1.00 - 10 - - - - 32 33 SPARE - - - - 20/1 - B - 20/1 - - - - ISPARE 34 35 SPARE - - - - 20/1 - C - 20/1 - - - - SPARE 36 37 SPARE - - - - 20/1 - A - 20/1 - - - - SPARE 38 39 SPARE - - - - 20/1 - B - 20/1 - - - - SPARE 40 41 SPARE ft: - - t - - 20/1 - C - 20/1 1 - - - - SPARE 42 EQUIPMENT SERVED CONN. LOAD L.F. D.F. I DEMAND LOAD LIGHTING 0.00 KVA 125% 0.00 KVA RECEPTACLES - GENERAL 7.02 KVA 100% 7.02 KVA EQUIPMENT 30.32 KVA 100% 30.32 KVA PANELS (SECTION 2) 22.63 KVA 100% 22.63 KVA Nam' 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 'LC1' 2 3) PROVIDE GFCI CIRCUIT BREAKER NON -COINCIDENTAL LOAD NOT INCLUDED IN LOAD CALC 4) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE 5) REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS TOTAL DEMAND LOAD: 59.97 KVA TOTAL DEMAND AMPS: 166.58 AMPS PANEL 11­12' (SECTION 2) LOCATION: ELECTRICAL ROOM VOLTAGE. 208Y/120V 30 4W MIN. AIC RATING: 42K AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND & NEUTRAL BUS TYPE: SQUARE 'D' - TYPE NO MAINS: 400A ® MLO ❑ MCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION z BRANCH CIRCUIT BRANCH BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT z CIRCUIT DESCRIPTION 0 NEUT GND COND 0 NEUT GND COND 43 LIGHTS - 1ST FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.50 A 2.25 30/2 10 10 10 /4" AMU-2.1 44 45 LIGHTS - 2ND FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.40 B 2.25 -- 10 - - - - 46 47 LIGHTS - 3RD FLOOR CORRIDOR 1 12 12 12 1/2' 20/1 0.40 C 2.25 30/2 10 10 10 3/4' AHU-2.2 48 49 LIGHTS - 4TH FLOOR CORRIDOR 12 1 12 1 12 1/2" 20/1 0.40 A 2.25 - 10 - - I - I - 50 51 LIGHTS - STAIRS 12 12 12 /2" 20/1 0.15 B 2.25 30/2 10 10 10 /4" AHU-2.3 52 53 LIGHTS - STAIRS 12 12 12 /2" 20/1 0.15 C 2.25 - 10 - - - - 54 55 LIGHTS - STAIRS 12 12 12 1/2' 20/1 0.15 A 2.25 30/2 10 10 10 /4" AHU-2.4 56 57 LIGHTS - STAIRS 12 12 12 1/2', 20/1 0.15 B 2.25 - 10 - - - - 58 59 LIGHTS - EXTERIOR 1 10 10 10 iil /4" 20/1 0.10 C 1.00 20/2 12 12 12 1/2" 3 CU-2.1 60 61 LIGHTS - SITE POLES 1 10 10 10 /4' 20/2 0.60 A 1.00 - 12 - - - 62 63 - 1 10 - - - - 0.60 B 1.00 20/2 12 12 12 1/2' 3 CU-2.2 64 65 LIGHTS - WALLPACKS 1 10 10 10 /4" 20/1 0.20 C 1.00 - 12 - - - - 66 67 LIGHTS - SITE FESTOON LIGHTS 1 10 10 10 /4" 20/1 0.50 A 1.00 20/2 12 12 12 1/2- 3 CU-2.3 68 69 SPARE - - - - 20/1 - B 1.00 - 12 - - - - 70 71 SPARE - - - - 20/1 - C 1.00 20/2 12 12 12 1/2' 3 CU-2.4 72 73 SPARE - - - - 20/1 - A 1.00 - 12 - - - 74 75 SPARE - - - - 20/1 - B - - - - - - 76 77 SPARE - - - - 20/1 - C - I - - - - - 78 79 SPARE - - - - 20/1 - A - 1 30/3 10 10 10 3/4" SURGE PROTECTIVE DEVICE (SPD) 80 81 SPARE - - - - 20/1 - B - - 10 - - - - 82 83 SPARE - - - - 20/1 - C - - 10 - - - 84 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD LIGHTING 3.70 KVA 125% 4.63 KVA RECEPTACLES - GENERAL 0.00 KVA 100% 0.00 KVA EQUIPMENT 18.00 KVA 100% 18.00 KVA NOTES: 1) CONNECT CIRCUIT VIA LIGHTING CONTACTOR 'LC1' 2) PROVIDE GFCI CIRCUIT BREAKER 3) NON -COINCIDENTAL LOAD NOT INCLUDED IN LOAD CALC 4) PROVIDE CIRCUIT BREAKER WITH LOCKING HANDLE 5) REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS TOTAL DEMAND LOAD: 22.63 KVA LOAD CARRIED OVER TO FIRST SECTION Josepk, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments Z City of Zephyrhills, FL 0 c JLC21.0058.00 0 b 0 E 0 0 c 0 .N C 0 U 0 a c N rn v m N N r C 0 Y °c Blake Lawrence Suddeth 0 P.E. #: 69060 4 SET DISTRIBUTIONS: U U a N r 0 c 0 r 0 N N `m c ro U C C m 0 0 c SHEET REVISIONS: 3 L E 2 0 LL 0 a� a 0 a r ro U) c m C 0 U Q) C N Ul C E 0 U 8 EDITED BY: MJR/BLS N r PROJECT N0. 4097 U Z Schedules Electrical E 16.83 ■I■s � lu��u,..,., �miw, iru y u►>uu�u �ur;luw� 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. 4" CONDUITS TO PROPERTY TELECOM SERVICE DEMARKATION FIRST FLOOR PHOTOCELL 120V CONTROL L CIRCUIT (N 0� —j —0 A ------i COIL CLEARING CONTACTS TIME CLOCK L N L LIGHTING N CIRCUITS L L 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. H-O-A SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE TWO WIRE 2P CONTROL RELAY C I CR 1 — I CR C I I 1 LATCH L—J CLEAR I I I I I I —I MECHANICALLY HELD LIGHTING CONTACTOR, MOUNT IN NEMA 1 ENCLOSURE WITH TWO WIRE�FORM 9R6/LXG CONTROLI ES RELAY) (G.E. #CR160MB SERIES WITH TWO WIRE CONTROL RELAY) (ALLEN BRADLEY #702L.P-BA SERIES WITH TWO WIRE CONTROL RELAY) TO LIGHT CEILING 101 AUDIO ONLY DEVICE FINISHED FLOOR W V U_ N o a O tZ oL4 �— z z 3 rn CEILING MOUNTED SMOKE DETECTOR 3' MINIMUM N.F.P.A 72 �w N0 zp AUDIOVISUAL NAND VISUAL ONLY DEVICES SYNCHRONIZE MORE THAN TWO APPLIANCES IN ANY FIELD OF VIEW N.F.P.A. 72 z W o U_ OC7n a oaf ma �p z z CONTACTOR'LC1' SCHEMATIC - (_4� COMMUNICATION RISER DIAGRAM � PHOTOCELL & TIMECLOCK CONTROLLED - ('�6 o NTS NTS NTS STRIP IN TIETEX #272 STITCHBOND POLYESTER (FABRIC WT. = 3 OZ.) SEE NOTES BELOW. 12" MIN. 1/2" CLEAR CAULK PERIMETER W/ FLEX SEAL SEBS (WHITE) 24 GA. GALV. STEEL FLASHING — 20" 8" MIN. 16" I I t—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. ROOF PENETRATION WEATHERPROOF DETAIL Nrs J �,ssiF,� c us Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 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. Fieestop 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 batt 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 Mtl Thkns In. F Rating Hr. T Rating Hr. 2A 1/4 2 1/4 2B 112 2 0 *Bearing the UL Classification Mark 2 NTS UL FIRE RATED DETAIL (W-J-1020), A/C SUPPLY DIFFUSER ACCEPTABLE HERE NOT ACCEPTABLE HERE MANUAL L% PULL STATION NOT TO EXCEED 5'-0" STANDARD MOUNTING HEIGHT DETAIL SsiF, C%Wus 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 CFMIsq ft 4" FINISHED WALL — 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 conduit/wall interface on both sides of the assembly, lapping 1/4 in. on the conduit and 1/4 in. beyond the periphery of the opening. *Bearing the UL Classification Mark 3 -� UL FIRE RATED DETAIL (W-L-1 175) NTS N SIDE WALL Josepk, Lowpence & Co Consulting Engineeips 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 W C 0 �N Blake Lawrence Suddeth I P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR/BLS r PROJECT NO. 4097 I- U Details Electrical E16,91