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Gall Blvd - Zephyr Commons Bldg (4)
SHEET INDEX FORUME ARCHITECTURAL SHEETS ARCHITECTURAL SHEETS MlMECHANICAL SHEETS A1.01 Title Sheet, Drawing Index & Issue History A6.21 Building Type II - Exterior Elevations M15.00 Apartments Symbols, Abbreviations & General Notes - Mechanical A1.02 Building & Unit Areas, Diagrams & Project Information _ A6.61 Enlarged Exterior Elevations & Details M15.01 Site Plan - Mechanical A1.03 General Notes A6.62 Enlarged Exterior Elevations & Details M15.21 Building Type II - First & Second Floor Plan - Mechanical A1.04 Construction & Referenced Assemblies A7.02 Building Type II - Building Sections M15.22 Building Type II -Third & Fourth Floor Plan_- Mechanical A1.05 Construction & Referenced Assemblies A7.11 Wall Sections M15.61 Enlarged Unit Plans - Mechanical A1.21 Building Type II - 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 A7.95 Flashing Details M15.83 Details - Mechanical S3.21 Building Type II - Foundation Plan A7.96 Flashing Details M15.84 Details - Mechanical S3.22 Building Type II - Second Floor Framing Plan A8.01 Elevator Plans, Sections & Details M15,85 Details - Mechanical S3.23 Building Type 11- Third Floor Framing Plan A8.11 Stair Plans & Section M15.86 Details - Mechanical S3.24 Building Type II - Fourth Floor Framing Plan A8.12 Stair Details M15.91 Risers - Mechanical S3.25 Building Type II - Roof Framing Plan A9.11 Door Schedules & Door Details M15.93 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 - Electrical S4.04.4 Structural Sections & Details PLUMBING SHEETS El6.01 Site Plan - Electrical _S4.11 Structural Sections & Details - _ P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing E16.02 Site Plan Lighting S4.12 Structural Sections & Details P14.01 Site -Plan - Plumbing E16.03 Site Plan Photometrics _S4.21 Structural Sections & Details _ P14.20 Building Type II - First Floor Below Ground Floor Plan - Plumbing E16.04 Enlarged Site Plan Lighting S4.22 Structural Sections & Details P14.21 Building Type II - First Floor Above Ground & Second Floor Plan - Plumbing E16.21 Building Type II - First & Second Floor Plan - Power & Systems S4.23 Structural Sections & Details P14.22 Building Type II - Third & Fourth Floor Plan - Plumbing E16.22 Building Type II - Third & Fourth Floor Plan - Power & Systems P14.61 Enlarged Unit Plans - Plumbing E16.23 Building Type II - First & Second Floor Plan - Lighting P14.62 Enlarged Unit Plans - Plumbing E16.24 Building Type II - Third & Fourth Floor Plan - Lighting ARCHITECTURAL SHEETS P14.63 Enlarged Unit Plans - Plumbing E16.61 Enlarged Unit Plans - Electrical A5.20 Building Type II - Architectural Slab Plan P14.64 Enlarged Unit Plans - Plumbing E16.62 Enlarged Unit Plans - Electrical A5.21 Building Type II - First & Second Floor Plan P14.65 Enlarged Unit Plans - Plumbing E16.63 Enlarged Unit Plans - Electrical A5.22 Building Type II - Third & Fourth Floor Plan P14.66 Enlarged Unit Plans - Plumbing E16.64 Enlarged Unit Plans - Electrical A5.23 Building Type II - 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 Apartments Details - Plumbing E16.72 Riser Diagram - Electrical A5.64 Unit B1 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 34 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 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW oATL 3 CITY OF ZEPHYILL FIRE ANp LIFE &*'M FXAMINEP� REVIEW DATE: 41t CITY OF ZEPHYRHIL BUILDING OFFICIAL Zephyr Commons Building Type II City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new, market -rate, multi -family apartments LOCATION: NE of Gall Blvd & Pretty Pond Rd 1 Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 2011 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.bamey@jlceng.com ISSUE HISTORY 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 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 0 02/17/2022 Karen V McIntyre AR0017018 0 o �,FRr_ SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Title Sheet, Drawing Index, Issue History A1.01 GENERAL CODE REQUIREMENTS APARTMENTS AUTHORITY HAVING JURISDICTION CODE COMPLIANCE: RESIDENTIAL BUILDINGS BUILDING AREA TABLE: RESIDENTIAL BUILDINGS 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" 5V-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. INTERIOR FINISHES: RESIDENTIAL BUILDINGS TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE 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 OW-1 IFE 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. 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 Al 17.1 IS LISTED IN THE CODE COMPLIANCE SECTION OF THESE DOCUMENTS AS MAY BE REQUIRED BY BUILDING CODE, STATE OR MUNICIPALITY, THEN THE APPLICABLE REQUIREMENTS PROVIDING A HIGHER LEVEL OF ACCESSIBILITY SHALL BE FOLLOWED. 3. PUBLIC USE AREAS, AS DEFINED BY FHA, ARE SPACES THAT ARE MADE AVAILABLE TO THE GENERAL PUBLIC AND SHALL COMPLY WITH THE FHA AND THE AMERICANS WITH DISABILITY ACT (ADA) 2010 STANDARDS FOR ACCESSIBLE DESIGN, AS CONSTITUTED WITH AMENDMENTS IN THE 2017 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FAC). 4. TO THE BEST OF THE 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. N ca U UNIT TYPE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME 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 / 1 BATH A3 724 3 0 727 5 2 BED / 2 BATH 131 1053 98 0 1151 28 123 48.81 % 2 BED 12 BATH B2 1061 80 0 1141 40 2 BED / 2 BATH B3 1117 84 0 1201 28 2 BED /2 BATH B4 1039 82 0 1121 15 2 BED / 2 BATH B5 1099 81 0 1180 12 3 BED / 2 BATH C1 1289 66 0 1355 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 1 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 A1-1 BED / 1 BATH 8 A2 -1 BED / 1 BATH 1 A3 -1 BED/1 BATH C1 B5 B2 B2 Al B3 4 B1- 2 BED / 2 BATH 8 1324 2 BED/2 BATH A2 Al Al Al B4 61 A2 4 B3 - 2 BED 12 BATH 3 B4 - 2 BED / 2 BATH C1 B5 B2 B2 Al B3 4 B5 - 2 BED / 2 BATH 4 C1- 3 BED / 2 BATH I /,42 //A1 -'Al ,�-'Al ,-' B4 i 131 52 TOTAL UNITS C1 B5 B2 B2 Al B3 A2 Al Al Al',,-'B4 61 C1 B5 B2 B2 Al B3 A2 Al Al Al A3 B1 TAIRS ENTRY TAIRS BUILDING TYPE II (2 ON SITE) 12 Al -1 BED / 1 BATH 8 A2-1 BED/1 BATH B3 Al B2 B2 Al B3 1 A3 -1 BED / 1 BATH 8 B1- 2 BED / 2 BATH A2 g1 B4 Al B1 A2 8 132 - 2 BED/2 BATH 8 133 - 2 BED 12 BATH 3 134 - 2 BED/2 BATH g3 Al B2 B2 All B3 48 TOTAL UNITS A2 B1 B4 Al B1 B3 Al B2 B2 1 B3 A2 B1 B4 Al B1 B3 Al B2 B2 1 B3 A2 B1 A3 Al B1 0 UNIT TYPE DIAGRAMS UNIT Al 1 BED / 1 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 36'-10" UNIT 61 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 43'-0" UNIT B4 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 43'-0" RS 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 = 4Y-7" UNIT A3 1 BED / 1 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 34'-1 V UNIT B3 2 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 4V-7" UNIT C1 3 BED / 2 BATH TRAVEL DISTANCE WITHIN DWELLING UNIT = 42'-10" m a FORUMN ARCHITECTURE & CL INTERIOR DESIGN, INC. I 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 \/ Mr.IntvrP SET DISTRIBUTIONS: 11/24/21 100% DOD Set 12123/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Building & Unit Areas, Diagrams & Project Information A1.02 M I ABBREVIATION LEGEND Pounds Per Linear Foot 1. FIRE PROTECTION BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED BY THE BUILDING CODE, 1. GENERAL DATA CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY AC Air Condition(edler) FPM Feet Per Minute PLF AFF Above Finish Floor FIR Fire Rated PLYWD Plywood DESIGNED AND INSTALLED TO COMPLY WITH THE APPLICABLE NFPA STANDARD. ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PRE -EN Pre-engineered PROCEEDING WITH THE WORK. AHU Air Handler Unit Plaster PSF Pounds Per Square Foot 2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE ALT Alternate FRP Fiber Reinforced Panel PSI Pounds Per Square Inch PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION ALUM Aluminum FRT Fire Retardant Treated P-T Post Tension WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ AND SHALL OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT APT Apartment FT Foot / Feet PT Pressure Treated Wood SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL, THE MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF BALC Balcony FTG Footing PTAC Package Terminal AC CONTRACTOR SHALL SUBMIT SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. BDA Bi-Directional Amplification FND Foundation PTD Painted 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK System FOB Face of Beam PVC Poly Vinyl Chloride ■ PAINTING ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR BFF Below Finish Floor FOS Face of Stud QT Quarry Tile WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS BLDG Building GA Gauge RAD Radius 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. BLKG BM Blocking Beam GALV GAR Galvanized Garage RCP REF Reflected Ceiling Plan Reference INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. TEXTURES, AND OTHER REQUIREMENTS. BR Bedroom GC General Contractor REFRIG Refrigerator 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND BRG Bearing GLS Glass REINF Reinforce(edling) 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BRZWY Breezeway GLZ Glazing REQD Required COLOR TO MATCH THE ADJACENT SURFACE, UNO. PRIOR TO PROCEEDING WITH THE PROJECT. BTM Bottom GYPBD Gypsum Board RM Room B.O. Bottom of HC Hollow Core RO Rough Opening 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, CAB Cabinet HB Hose Bibb RS Rough Sawn STUDY ELEVATIONS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND CALC Calculation HDR Header RSC Rough Sawn Cedar 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. PROGRAMS, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION CER Ceramic HDW Hardware SAN Sanitary OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, CFM Cubic Feet Per Minute HORIZ Horizontal SC Solid Core 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. CFS Clear Floor Space HR Hour SCH Schedule MANUFACTURER'S WRITTEN INSTRUCTIONS. CIP Cast In Place HT Height SEP Separation 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL CJ Control Joint HVAC Heating, Venting & AC SF Square Feet 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. CL Center Line HW Hot Water S/F Storefront PAINTED AS SPECIFIEDUNO. , 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING CLG Ceiling IBC International Building Code SGD Sliding Glass Door PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR CLOS Closet ID Interior Design SHT Sheet CABINETS & COUNTERTOPS MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL CLR Clear IDF Intermediate Distribution SHTG Sheathing BEFORE SUBMITTING TO THE AHJ. CMU Concrete Masonry Unit Frame Sl Square Inches 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO, REFER TO INTERIOR ELEVATIONS FOR COL Column IIC Impact Insulation Class SIM Similar HEIGHTS, COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE 9, ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR CONC Concrete IN Inch / Inches SOG Slab On Grade THAN V. AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR COND Condenser / Condensate INST Installation SP Spring Point REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN CONT Continuous INSUL Insulation(ed) SPEC Specifications 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, LINO. UPPER CABINETS TO BE 12" DEEP. REFER TO THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING, CORR Corridor INT Interior SPF Spruce -Pine -Fur INTERIOR ELEVATIONS FOR HEIGHTS. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY CID Cement Plaster JB Junction Box SQ Square q 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE CPT Carpet JST Joist SS Stainless Steel FABRICATION OF CABINETS. APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND CT Ceramic Tile JT Joint STC Sound Transmission Class AS REQUIRED BY THE AHJ. CW Cold Water KDAT Kiln Dried After Treatment STD Standard 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED D Dryer KIT Kitchen STL Steel SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT, 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE DAS Distributed Antenna System LAM Laminate STO Storage 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS MANUFACTURER'S INSTALLATION REQUIREMENTS. DIA DIM Diameter Dimension LAV LF Lavatory Linear Feet SIN SW Shear Wall Symmetrical AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., LINO. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT DN Down LGMF Light Gauge Metal Framing SYP Southern Yellow Pine MANUAL SPECIFICATIONS. DIN Dining LIN Linen T&B Top & Bottom SOUND TRANSMISSION CLASS 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON DP Deep LR Living Room T&G Tongue & Groove STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY DR Door LT Light TB Towel Bar 1. COMPLY WITH BUILDING CODE FOR SOUND TRANSMISSION CONTROL REQUIREMENTS. UNLESS OTHERWISE WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER DS Down Spout MAX Maximum TEMP Tempered INDICATED, MAINTAIN RATINGS OF AT LEAST 50 STC AND 50 IIC BETWEEN DWELLING UNITS AND BETWEEN THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE DTL Detail MDF Main Distribution Frame THK Thick DWELLING UNITS AND COMMON SPACES. PENETRATIONS, EDGES, AND JOINTS MUST BE TREATED TO AHJ. DW Dishwasher MECH Mechanical TPD Toilet Paper Dispenser MAINTAIN REQUIRED RATINGS. DWG Drawing MEM Membrane TPH Toilet Paper Holder EA Each MEP MECH, ELEC, PLMG T.O. Top of ■ SITE WORK & FOUNDATION ELEC Electric(al) MFR Manufacturer(ed) TOS Top of Slab INSULATION ELEV Elevation MIN Minimum TOFD Top of Floor Deck 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED ENG Engineer(ed) MIR Mirror TRS Truss 1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING MATERIALS WHICH COMPLY BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS, FOUNDATIONS AND SLABS ARE DESIGNED EOP Edge of Paver MISC Miscellaneous TS Tube Steel WITH REQUIREMENTS INDICATED INCLUDING R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS EOS Edge of Slab MPH Miles Per Hour TYP Typical THE STATE ENERGY EFFICIENCY CODE. ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL EQ Equal MR Moisture Resistant UL Underwriters Laboratory 2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE EQUIV Equivalent MTD Mounted UNO Unless Noted Otherwise ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. EWC Electric Water Cooler MTL Metal VC Vinyl Covered APPLICATIONS INDICATED. Z. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED SITE EXP Expansion NFA Net Free Area VCT Vinyl Composite Tile 3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED EXT Exterior NUM/# NOM Number Nominal VER Verify SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, EXTG FACP Existing Fire Alarm Control Panel NRC Noise Reduction Class VERT VE Vertical Verify In Field STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY FB Blocking Fire Blocking NT NTS Noise Scale VLT Vault GYPSUM BOARD COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL FBC Florida Building Code On Center VWC Vinyl Wall Covering CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY, FD Floor Drain OCC Occupancy I Occupant W Washer 1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR GYPSUM BOARD, UNO. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FE Fire Extinguisher OFW Outside Face of Wall W/ With 2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, LINO. FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE FF Finished Floor OH Overhang W/D Washer/Dryer Combination DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. FFE Finished Floor Elevation OS Outside of Stud W/0 Without 3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S FIN Finish(ed) OSB Oriented Strand Board WC Water Closet RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. PROVIDE 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL FJS Finger Jointed Studs PAN Pantry WD Wood TEXTURE FINISH AS SPECIFIED OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, FLR Floor PKG Package WDW Window THE OWNER. ETC. FM Field Measure PLAM Plastic Laminate WIC Walk In Closet 4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL FOM Face of Masonry /Concrete PLB Plumb WH Water Heater ASSEMBLY LISTED. NOT BE LESS THAN 6 INCHES, UNO. FP Fire Protection PLMG Plumbing SYMBOLS LEGEND CENTERLINE OF BUILDING/OBJECT OD D00 NUMBERED DOOR SYMBOLS 0,_0„ ELEVATION TARGET, INDICATES HGT AFF D_ KEY NOTE WITH LEADER INDICATOR R \ REVISION DELTA Ct „ ,-0 TITLE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: YA X DETAIL NUMBER LOCATION & DIRECTION OF CUT .X SHEET ON WHICH DETAIL APPEARS NOTE PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT AXAX SHEET ON WHICH DETAIL APPEARS NOTE A ELEVATION: X DETAIL NUMBER DETAIL DIVISION SHEET ON WHICH DETAIL APPEARS ASSEMBLY TAG: W� L DESIGNATION 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, 1/8"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. NFPA 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 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, WEATHER/WATER-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. 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 TERMITICIDE 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 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 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, LINO. 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. as 3 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.foru marchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 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 Apartments - Generaf Notes Al .03 E CONCRETE MASONRY UNIT WALL ASSEMBLIES N WOOD FRAMED WALL ASSEMBLIES (CONT) 0 WOOD FRAMED WALL ASSEMBLIES (CONT) CONSTRUCTION ASSEMBLY NOTES " I. a) U TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE C 10 2 HOUR RATED PER FBC TABLE 721.1(2) MATERIAL 3 (WEB THICKNESS RATING PER CALCULATIONS ON THIS SHEET) i I i I I I i i I I i I i I i i i EXT i EXTERIOR FINISH PER ELEVATIONS: A. FIBER CEMENT LAP SIDING, PANEL &TRIM WITH WATER -RESISTIVE BARRIER (BUILDING WRAP) OVER PT 1x WOOD FURRING @ 24" OC MAX CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN) LINOFOR PAINT FINISH AT EXPOSED SURFACES INT 2 HR , TYPICAL AT INTERIOR WALLS C-11 2 HOUR RATED PER FBC TABLE 721.1(2) MATERIAL 3 (WEB THICKNESS FOR RATING PER CALCULATIONS ON THIS SHEET) STC 50-52 PER NCMA TEK 13-1 C INT PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN) UNO PT 2x WOOD FURRING @ 24" OC MAX (1) LAYER 1/2" GYPSUM BOARD INT 2 HR 7. 0 STEEL WALL ASSEMBLIES (CONT) TYPICAL AT SHAFT WALLS S 14 (1) LAYER 1" GYPSUM LINER PANEL STEEL C-H STUDS AT 24" OC MAX WITH CONTINIOUS TRACK AT 2 HOUR RATED TOP AND BOTTOM (2) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) UNDERWRITER'S LABORATORY (UL) DESIGN U415-B SHAFT / CAVITY INT FIRE SIDE FIRE SIDE TYPICAL AT NON -BEARING INTERIOR WALLS S 1 (1) LAYER 5l8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 2 HOUR RATED 25 GA 3 5/8" LIGHT -GAUGE METAL FRAMING AT 24" OC MAX (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES UNDERWRITER'S LABORATORY (3) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT (UL) DESIGN GRADE AT NON -CONDITIONED SPACE) U408 INT INT (FIRE SIDE) FIRE SIDE TYPICAL AT INTERIOR TENANT SEPARATION -5 (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 1 HOUR RATED CALCULATED DOUBLE ROW OF WOOD STUDS AT 16" OC MAX (STAGGERED) PER PER STRUCTURAL DRAWINGS FBC-B 722.6.2(1) & FBC-B 722.6.2(2) 1"AIR SPACE UNFACED BATT INSULATION ON BOTH SIDES (3" MIN) (REFER TO COMPRESSED UNFACED BATT 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 OR STC 56 PER TL-93-266 OTHER INT FIR (FIRE SIDE) OTHER INT 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 59 (1) LAYER 1/2" 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 (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" 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 TYPICAL AT INTERIOR BEARING NON -RATED WALL (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE / PILASTER) NON -RATED WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE WW-5 O BARRIER BUILDING WRAP): BRZWY OR ( ) PATIO/BALCONY A. FIBER CEMENT LAP SIDING, PANEL & TRIM (FIRE SIDE) 1 HOUR RATED CALCULATED i i PER BRZWY OR FBC-B 722.62(1) & j PATIOIBALCONY FBC-B 722.6.2(2) I FIRE SIDE I PROVIDE CONTINUOUS CAVITY FIREBLOCKING PER FLOOR (REFER TO CALCULATIONS I i (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR I GLASS MAT FACED GYPSUM BOARD ON THIS SHEET) ___________ I WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS EXT (1) LAYER 112" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS TYPICAL AT EXTERIOR RATED WALLS - FINISH BOTH SIDES WW9A EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE i I BARRIER (BUILDING WRAP): A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED I � CALCULATED i I � PER FBC-B 722.6.2(1) & FBC-B 722.6.2(2) I (REFER TO I I (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR GLASS MAT FACED GYPSUM BOARD CALCULATIONS ON THIS SHEET) i I I I WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS I I I I EXT I I i EXT TYPICAL AT INTERIOR BEARING OR OTHER FIRE -RATED WALL (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 FBC-B 722.6.2(1) & (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) FBC-B 722.6.2(2) (REFER TO CALCULATIONS ON THIS SHEET) INT INT FIRE SIDE FIRE SIDE TYPICAL AT INTERIOR NON -BEARING WALL INTERRUPTING RATED CEILING PER FBC 714.4.2 le> (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 (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES 77- (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 4� (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 1 HOUR RATED i RESILIENT CHANNELS INSTALLED HORIZONTALLY AT 24" OC MAX WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S LABORATORY (UL) DESIGN R-19 UNFACED BATT INSULATION (COMPRESS INTO 2X4 CAVITIES AS APPLICABLE) U305 (1) LAYER 518" FIRE -RATED TYPE X GYPSUM BOARD STC 51 i PER NGC 2011071 i i i CORRIDOR UNIT i i FIRE SIDE (FIRE SIDE) 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) Zx CALCULATED PER FBC-B 722.6.2(1) & FBC-B 722,6.2(2) (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 FIRE SIDE 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 T' 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 4.2" 2 TYPE X GYP BD TOTAL TIME 60 AT CIP CONCRETE PER FBC 722.2: AT CIP COLUMNS PER FBC 722.2.4: CMU COLUMNS PER 722.3.5 MIN THICKNESS SLABMALL 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 1611+ 4 ASSEMBLY TAG ASSEMBLY TYPE W = WALL F = FLOOR R = ROOF ASSEMBLY MATERIAL W = WOOD C = CONCRETE #�--_-- S - STEEL ASSEMBLY NUMBER N WOOD FRAMED WALL ASSEMBLIES 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 i B. MANUFACTURED STONE VENEER WITH GROUTED JOINTS OVER 1/2" MIN CEMENT PLASTER SCRATCH i COAT ON METAL LATH WITH PAPER BACKING CALCULATED PER FBC-B 722.6.2(1) & FBC -B 722.6.2(2) I (REFER TO CALCULATIONS I i (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS ON THIS SHEET) i I WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNFACED BATT INSULATION AT CONDITIONED SPACES INT EXT i 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 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) & i I FBC-B 722.6.2(2) (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL (REFER TO i i 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 i I BALCONY GLASS MAT FACED GYPSUM BOARD EXT i i FIRE SIDE W C 0 .N C C 0 U 0 a 0 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 22, Altamonte Springs, FL 3271. 407.830.140, AR9719 vwwv.foru marchitecture.cor Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 x 1<nrcn \/ Rb-lntvrc SET DISTRIBUTIONS: 11124121 1 100% DID Set 12/23�/211 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 409 Apartments - Construction & Referenced Assemblies A1.04 0 FLOOR / CEILING ASSEMBLIES 0 ROOF / CEILING ASSEMBLIES (CONT) CONSTRUCTION ASSEMBLY NOTES " 4, U TYPICAL AT UNITS / INTERIOR SPACES FW'1 FLOORING PER INTERIOR FINISH SCHEDULE/NOTES 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 - - - li-i(�li 1� 1(lf '�i"li-1(1(1( i(� i, 1(li I RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16" A1176.02-201-10 " " " " " " " " f " " 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 6> 1.5ff MIN NORMALWEIGHT OR LIGHTWEIGHT 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 LOCATION(S) eFLOORING PER INTERIOR FINISH SCHEDULE/NOTES 3/4" POURED GYPSUM CONCRETE UNDERLAYMENT 2 HOUR RATED (1) LAYER 3l4" (NOMINAL) T&G WOOD STRUCTURAL PANEL .. 7 77, SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS 20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S UOWU 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 TYPICAL AT PITCHED ROOF RW-1 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES B. STANDING SEAM METAL ROOF PANELS 1 HOUR RATED -� � C. CONCRETE ROOF TILE SET WITH FOAM ADHESIVE ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS UNDERWRITER'S LABORATORY (1) LAYER 1/2"-518" (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 5/8" FIRE -RATED TYPE C GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) TYPICAL AT 2-HOUR CEILING MEMBRANE (1) LAYER 314n (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 1 AT 24" OC (1) LAYER 518" FIRE -RATED TYPE X GYPSUM BOARD (EXTERIOR ----------- -- - ----- GRADE AT UNCONDITIONED SPACES) INT FIRE SIDE NOTE: NO INSULATION OR DUCTS/DAMPERS ALLOWED TYPICAL AT CAP SLAB WITHIN TRUSS CAVITY AND ABOVE UNFINISHED/UNCONDITIONED SPACE RC-53 2 HOUR RATED 6" THICK CONCRETE SLAB PER STRUCTURAL DRAWINGS CALCULATED PER 4 FBC-B 722.2.2.1 = a. N (REFER TO CALCULATIONS ON THIS SHEET) 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 114"-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 1 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. N 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: 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 16"+ 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, TYPICAL/UNO: R-11 MIN AT TENANT SEPARATION R-13 AT 2x4 STUD FRAMING R-19 AT 2x6 STUD FRAMING R-30 AT ATTIC U Z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Aaprtments - Construction & Referenced Assemblies A1.05 OCCUPANCY & MEANS OF EGRESS: RESIDENTIAL BUILDINGS 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. I Building T Building T Third Floor Similar 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 TRAVEL WITHIN UNIT = 48'-4" (FFPC) = 43'-0" (FFPC) e II - Fourth Floor Life Safety Plan e II -Second Floor Life Safety Plan NA FBC-B REQUIRED FFPC REQUIRED 2 EXITS 2 EXITS PROPOSED 53' 86'-1" 112' 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" Mqr 1 /16" = 1'-0" 1 /16" = 1'-0" i 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 N 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 to SEMI-RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES DESIGNATES DOOR IS NOT AN EXIT 4 FLOOR OCCUPANCY (GROSS UNIT / SQUARE FOOTAGE) USING STAIRS (TOTAL / NUMBER OF 120 STAIRS) 100 ROOM AREA (IN SF) 50 OCCUPANT LOAD FACTOR 2 OCCUPANTLOAD(PERSONS) ® EGRESS LOAD (PERSONS) REQUIRED EXIT WIDTH PER CODE PROVIDED EXIT WIDTH STARTING POINT D=120' - TOTAL DISTANCE TO GRADE LEVEL PATH OF TRAVEL 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 SET DISTRIBUTIONS: 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Life Safety Plans Buildina T e II -First Floor Life Safe Plan 1 /16" = 1'-0" A1.21 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]W130 (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 = (L x wj + L2 x w2 + L3 x w3....)/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76.3x30 + 225x30 + 76.3x30)/602.6 P =762' If = 0.54 W 30 ALLOWABLE AREA DETERMINATION ALLOWABLE AREA DETERMINATION CALCULATIONS PER FBC-B 506.2 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS (FBC-B 506.2.3) EQUATION 5-2 Aa = [At + (NS X If)] x Sa ALLOWED AREA FOR SINGLE STORY: Aa = [12,000 sf + 02,000 X 0.54)] x 1=18,480 SF ALLOWED AREA OF THE TOTAL BUILDING: Aa = [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-8 504.4) 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 = [577.21688 - 0.25] 30130 W = (t.t 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 + 76.3x30)/577.2 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 % 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=0) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [283.91564 - 0.25] 30/30 W = (L x wf + L2 x w2 + L3 x w3....)/F F = 283.9 If = [0.50-0.25] 1 W = (69.3x30 + 131.300 + 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 0 M a C7 to D NTS 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 1 SETBACK INFORMATION, SIDEWALK LOCATIONS, PARKING COUNTS, ACCESSIBLE PARKING AND SITE ACCESSIBLE ROUTE, RETAINING WALLS, GRADING, UTILITY CONNECTIONS, BUILDING LOCATIONS, FINISHED FLOOR ELEVATION FOR EACH BUILDING, AND OTHER ITEMS OUTSIDE THE BUILDING FOOTPRINT C CONTRACTOR SHALL VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION, MAINTAIN THE FOLLOWING: 18" MIN FROM BLANK WALL, 36" MIN FROM FACE OF ELECTRICAL PANEL, AND 36" MIN FROM WINDOW / BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING LEGEND BUILDING LETTER X NO. OF UNITS Y Z BUILDING TYPE, UNO" SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE 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 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Architectural Site Plan Architectural Site Plan 60' 30' 0 60' 120' 1 11 = 60'-0" A2.01 M I N N 0 L N 0 h 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 DRAWING SUBMITTALS 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: General Structural Notes 01100 SCOPE OF SERVICE: STRUCTURAL CONCEPTS & DESIGN, LLC AS THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. 01400 SCOPE OF SERVICE - THRESHOLD INSPECTOR: THE THRESHOLD SPECIALTY INSPECTOR IS RESPONSIBLE FOR THE INSPECTION AND APPROVAL OF THE STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS AND AS INDICATED IN THE THRESHOLD INSPECTION PLAN. THE THRESHOLD SPECIALTY INSPECTOR IS TO BE CONTRACTED BY THE OWNER AND MUST BE A REGISTERED SPECIAL INSPECTOR IN THE STATE OF FLORIDA, IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 02000 FOUNDATIONS: GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY VERONICA DE FREITAS, P.E. & JAMES STEPHENSON, P.E. (FL #86378) OF UNIVERSAL ENGINEERING SCIENCES, INC., 9802 PALM RIVER RD., TAMPA, FL 33619, PHONE: (813) 704-8506, UES PROJECT No. 0830.2100171, UES REPORT No. 1927445 DATED JANUARY 17, 2022. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: • SHALLOW STRIP & SPREAD FOOTINGS w/ MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE = 2,500 PSF THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE. 02200 EARTHWORK: CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. • POST -TENSION CONCRETE FOUNDATIONS* 02210 STRUCTURAL FILL: • STEEL/WOOD STAIRS & HANDRAILS* • ALUMINUM HANDRAILS4t FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE NET • ENGINEERED WOOD FLOOR/ROOF TRUSS SYSTEMS* SOIL BEARING PRESSURE OF 2,500 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY • ALUMINUM CANOPIES/SUNSHADE SYSTEMS* ASTM D-1557. PLACE FILL IN LAYERS OF 12" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A • CONTINUOUS ROD TIE -DOWN SYSTEM (C.R.T.S.)* GEOTECHNICAL ENGINEER, FILL TO BE TESTED TO VERIFY COMPACTION. DELEGATED ENGINEERING CALCULATION REQUIREMENTS: • ALL SUBMITTED CALCULATIONS SHALL BE PRESENTED IN A LEGIBLE MANNER & FOLLOW AN ORDERLY, LOGICAL SEQUENCE. • ALL REFERENCES & SOURCES OF INFORMATION SHALL BE LISTED WITHIN THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. • BASIC LOADS & DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, DEFLECTIONS, CAMBERS, ETC. SHALL BE INCLUDED IN THE CALCULATIONS. INCLUDE ALL UNBALANCED LOADING FORCES AS REQUIRED, LOAD REQUIREMENTS w/ APPROPRIATE FACTORS SHALL BE AS REQUIRED BY THE LATEST EDITION OF THE REFERENCED BUILDING CODE. • DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. • ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED w/ EXPLANATIONS OF INPUT/OUTPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.) & A BRIEF EXPLANATION OF GENERAL THEORY, METHOD, & DESIGN ASSUMPTIONS USED SHALL BE INCLUDED. • ALL CALCULATIONS SHALL BE SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. DELEGATED ENGINEERING SUBMITTALS THAT DO NOT INCLUDE COMPLETE SIGNED & SEALED CALCULATIONS IN COMPLIANCE w/ REQUIREMENTS NOTED ABOVE WILL BE REJECTED WITHOUT REVIEW. • DELEGATED ENGINEERING CALCULATION SUBMITTALS THAT DO NOT MEET THESE REQUIREMENTS WILL BE REJECTED WITHOUT REVIEW. DUE TO MULTIPLE ISSUES w/ DELEGATED ENGINEERS NOT PROVIDING THE REQUIRED SUBMITTAL DOCUMENTS AND/OR CALCULATIONS ON RECENT PROJECTS, THE CONTRACTOR MUST PROVIDE THE NAME OF EACH PROPOSED DELEGATED ENGINEER (FOR EACH DELEGATED ENGINEERING SCOPE OF WORK) TO SC&D FOR REVIEW & APPROVAL PRIOR TO THE CONTRACTOR SUBMITTING ANY DELEGATED ENGINEERING DOCUMENTS TO THE DESIGN TEAM. ANY DELEGATED ENGINEERING SUBMITTALS FROM NON -APPROVED DELEGATED ENGINEERS WILL BE REJECTED WITHOUT REVIEW. NOTE THAT ALL DELEGATED ENGINEERING SUBMITTALS MUST BE REVIEWED & APPROVED BY THE ARCHITECT & ENGINEER OR RECORD PRIOR TO SUBMISSION TO THE BUILDING DIVISION, TYPICALLY. 00200 BUILDING CODES: • FLORIDA BUILDING CODE 7th EDITION (2020) • ASCE/SEI 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES 00500 STRUCTURAL DESIGN CRITERIA: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH METHOD 1 - ALLOWABLE STRESS DESIGN AS REQUIRED BY SECTION 2802.1 OF THE FLORIDA BUILDING CODE. REQUIREMENTS FOR TYPICAL STRUCTURAL LOADS ARE GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. GRAVITY LOADING IS TO BE UNIFORM (U.N.O.) LIVE LOADING PER FLORIDA BUILDING CODE: • GENERAL AREAS: 80 PSF • STAIRS &EXIT WAYS: 100 PSF • MECHANICAL ROOMS: 125 PSF • SLAB -ON -GRADE AREAS: 150 PSF • 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 = 0.051g • SEISMIC DESIGN CATEGORY = "A" • BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD FRAMED SHEAR WALLS • DESIGN BASES 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: L1360 or V L1240 FLOOR MEMBERS: L1360 L1240 WHERE "L" = SPAN LENGTH (IN.) BETWEEN CENTERLINES OF SUPPORTS. 02260 PROOF -ROLLING: ISOLATED SPREAD COLUMN FOOTINGS SHALL NOT BE LESS THAN T-0" WIDE IN EITHER DIRECTION & SHOULD BE BASED 1-6 MIN. BELOW THE FINISHED FLOOR OR FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE. CONTINUOUS STRIP WALL FOOTINGS SHALL NOT BE LESS THAN 2'-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 1'-0" MIN. BELOW THE FINISHED FLOOR ELEVATION & 1'-0" MIN. BELOW THE FINAL EXTERIOR GRADES AT 2,500 PSF MAX. ALLOWABLE NET SOIL BEARING PRESSURE ON SOIL IMPROVED BY PROOF -ROLLING NOT LESS THAN THREE COVERAGES. FOR FOOTING WIDTHS OR EMBEDMENTS LESS THAN THOSE SPECIFIED, THE ALLOWABLE BEARING PRESSURES ARE REDUCED PROPORTIONALLY. PERFORM ALL PROOF -ROLLING OPERATIONS IN ACCORD WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER IN THE PRESENCE OF THE OWNER'S AUTHORIZED AGENCY. 03100 FORMWORK: CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 03200 CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORD WITH THE CURRENT EDITIONS OF ACI 318, ACI 318R, ACI 315, ACI 318, CRSI "MANUAL OF STANDARD PRACTICE", CRSI "PLACING REINFORCING BARS", WIRE REINFORCEMENT INSTITUTE "MANUAL OF STANDARD PRACTICE -STRUCTURAL WELDED WIRE REINFORCEMENT". BARS SHALL CONFORM TO ASTM SPECIFICATION A615(Sl), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONCRETE COVER REQUIRED AS FOLLOWS: A. CAST AGAINST AND EXPOSED TO EARTH: 3" B. FORMED, EXPOSED TO EARTH OR WEATHER: 2" (#6 & LARGER) IY2" (#5 & SMALLER) C. SLABS AND WALLS: NO EARTH OR WEATHER EXPOSURE %4" WI & SMALLER) 3 HOUR FIRE RATING AND LESS Y4" 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: Pc = 4,000 PSI • FOUNDATIONS: Pc = 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: I 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 %" LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. PROFILES AND FORCES BASED ON %" DIAMETER STRANDS Q WIRE). EFFECTIVE STRESS IN PRESTRESSING STEEL AFTER LOSSES IS ASSUMED TO BE 171 KSI WHICH SHALL BE VERIFIED OR MODIFIED BY CALCULATIONS IN ACCORD WITH ACI-ASCE 423 RECOMMENDATION. YIELD STRENGTH OF PRESTRESSING STEEL = 270 KSI. POST -TENSIONED FORCES SPECIFIED IN THE CONTRACT DRAWINGS ARE REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SUBMITTED WITH THE POST -TENSIONING MATERIAL SHOP DRAWINGS SHALL INDICATE THE VALUES FOR ALL LOSSES APPROPRIATE TO THIS PROJECT FOR THE MATERIAL PROPOSED. CERTIFIED TEST DATA SUBSTANTIATING LOSS ASSUMPTIONS SHALL ALSO BE SUBMITTED. NOTE THAT SUBMITTALS INDICATING EFFECTIVE FORCES DIFFERENT FROM THOSE SHOWN ON THE CONTRACT DRAWINGS (SUPPLIER REDESIGN) WILL BE RETURNED, NOT REVIEWED, AS NOT RESPONSIVE TO CONTRACT REQUIREMENTS. ALL STRUCTURAL SUBMITTALS (CALCULATIONS & SHOP DRAWINGS) BY THE POST -TENSIONED SUBCONTRACTOR SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER. 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 IN TYPE "S" MORTAR (1,800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED @ 16" O.C. (TOP AND TWO VERTICAL SIDES). 04230 REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 3„ OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3,000 PSI CONCRETE WITH #8 COARSE AGGREGATE. USE HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 5'-0". WHERE HEIGHT OF OPEN CELL EXCEEDS 5-0% USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS. ALL WALLS TO BE REINFORCED WITH #5 BARS SPACED AT 48" O.C. MAX. VERTICAL, TYP. (U.N.O.) 'er-10 =iVl4111161104 ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 - 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 (RISC) "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 %" x 7Y2" X 8" BEARING PLATE WITH TWO (2) %2" 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. kA 0) Q J �} 1,11 FORUME �m 05525 ENGINEERED STEEL/ALUMINUM CANOPY/SUNSHADE SYSTEMS: VF7 0 ff ARCHITECTURE & ,(a STEEL OR ALUMINUM CANOPY/SUNSHADE SYSTEM INCLUDING MEMBERS, COMPONENTS, & CONNECTIONS SHALL Z 6 INTERIOR DESIGN,INC. BE DESIGNED BY A DELEGATED SPECIALTY ENGINEER & DETAILED BY THE SUPPLIER. SUBMIT COMPLETE SHOP 0 ; DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE E: PLANNING I ARMR CHI`MMRE I ERIORDESIGN 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 ',' ° INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL -C 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 Gs 407.830.1400 U' W fy www.forumarchitecture.com 06110 STRUCTURAL WOOD FRAMING: � (6 'D = ALL DIMENSIONED LUMBER 2" & LESS IN NOMINAL THICKNESS SHALL BE SURFACED DRY & STAMPED BY AN Q AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE & 0 E 7) MANUFACTURED IN ACCORD WITH PS 20-70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. U U � - MINIMUM SPECIES AND GRADES FOR VISUALLY GRADED DIMENSION LUMBER SHALL BE AS FOLLOWS: (a0 I-_ • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 2" to 4" WIDE - REVISED VALUES AS OF JUNE], 2013): Zephyr Fb = 1,100 PSI, Ft = 675 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,450 PSI, E = 1,400,000 PSI +>, u • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 5" to 6" WIDE - REVISED VALUES AS OF JUNE], 2013): 'i. z Commons Fb = 1,000 PSI, Ft = 600 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,400 PSI, E = 1,400,000 PSI 0 I- I- • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 8" WIDE -REVISED VALUES AS OF JUNE 1, 2013): ,C w 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): (0 0 Fb = 800 PSI, Ft = 475 PSI, Fv = 175 PSI, Fcp = 565 PSI, Fc = 1,300 PSI, E = 1,400,000 PSI d • SOUTHERN PINE KD No. 2 (2" to 4" THICK & 12" WIDE - REVISED VALUES AS OF JUNE 1, 2013): U x uj 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 � i- 3 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 Lu z 73 REQUIRED FOR HEADER. DO NOT CUT LET -IN BRACING INTO STUDS. PROVIDE G90 GALVANIZED HURRICANE CLIPS v o IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES & AT ALL FLOORS, TYPICALLY. C W E W City of Ze h P Y rhills, FL 06115 STRUCTURAL SHEATHING: Q) 0 PLYWOOD SHALL CONFORM TO PSI-83 & SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE APA RATED 5/" 'E'' Q) -0 1 z F a . _. _. . . . x ;, I F SHEATHING EXTERIOR EXPOSURE", Y2" or THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR ,A g, _i -,gl, ...,. TRUSSES, TYPICALLY (U.N.O.. FLOOR SHEATHING SHALL BE "APA RATED SHEATHING EXPOSURE 1", 2% " MIN. "APA ^ o-_jr 1 . : - ' ` THICK TONGUE & GROOVE,) TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE RATED SHEATHING EXTERIOR F I, (U.N.O.). EXPOSURE", 15/2" THICK, TYPICALLY U.N.O.. CONFORM TO APA RECOMMENDATIONS FOR INSTALLATION OF N v o � w , PLYWOOD WALL SHEATHING. PROVIDE P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE, TYP. TREAT ALL () 6 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 TEL407/6&2-W ■FAX-ENG.COM WWW.SCD-ENG.COM BUREAU LP-2 OR PROVIDE Y4' THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND 00 w %%%9�I11g°° UNTREATED WOOD MEMBER. 'C z � C . sc/?©9, 11// "APA ����°e°e ° ������ D� �® ORIENTED STRAND BOARD (O.S.B.) SHALL BE APA GRADE -STAMPED. ROOF SHEATHING SHALL BE RATED - ° ® o °°° 0 SHEATHING EXTERIOR EXPOSURE", Y2" or %" THICK PER PLAN WITH PLY CLIPS AT JOINTS BETWEEN JOISTS OR C L U D 0 o °°° TRUSSES, TYPICALLY (U.N.O.). FLOOR SHEATHING SHALL BE "APA RATED STURD-I-FLOOR SHEATHING EXPOSURE V, 0 0.56158 =_ 2%2" (MIN.) THICK TONGUE &GROOVE, TYPICALLY (U.N.O.). WALL SHEATHING SHALL BE "APA RATED SHEATHING m o 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 1N c >- Q �I 2 0° ® � p G O TAT � o ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP-2 OR PROVIDEY4' THICK 60 DUROMETER BEARING PAD C , 11 °°°V,1QoR4�P°°°° D�� Ae BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. a °°°°°°°° ��\ ��d�N�° ®�®� • EXTERIOR WALL SHEATHING: Q) u %6" O.S.B. SHEATHING FASTENED w/ 8d RING SHANK NAILS @ 6" O.C. @ PANEL EDGES & 12" O.C. Robert C. Scroggins, P.E. INFIELD, TYP. (U.N.O.) PROVIDE%2" P.T. PLYWOOD @ FIRST 48" ABOVE SLAB ON GRADE. nl FL Registration No. 56158 U z 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. 5„ , GYPSUM SHEATHING PER ARCH. DWGS. FASTENED w/ #6 x IY4„ BUGLE HEAD SCREWS @ 6„ O.C. @ 0. o z PANEL EDGES & 12" O.C. INFILED, TYP. (U.N.O.) (0W SET DISTRIBUTIONS: • INTERIOR UNIT & CORRIDOR FLOOR SHEATHING: Q)o ,C a- 12/16/2021 OWNER REVIEW SET %4' O.S.B. TONGUE & GROOVE SHEATHING GLUED & FASTENED w/ 8d RING SHANK NAILS @ 6" O.C. 4"' 0 02/17/2022 PERMIT SET @ PANEL EDGES & 12" O.C. INFIELD, TYP. (U.N.O.) W • BALCONY FLOOR SHEATHING: - � _ %4' P.T. PLYWOOD TONGUE & GROOVE SHEATHING GLUED & FASTENED w/ 8d RING SHANK NAILS of @ 6" O.C. @ PANEL EDGES & 12" O.C. INFIELD, TYP, (U.N.O.) (I ° U_ E o • ROOF SHEATHING: %" 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 v Ir Ir 06190 ENGINEERED WOOD TRUSSES: „� Q °za L Q THIS IS A SYSTEM OF CUSTOM ENGINEERED COMPONENTS AND CONNECTIONS IN ACCORD WITH ALL APPLICABLE a Z STANDARDS OF TRUSS PLATE INSTITUTE, INCLUDING BUT NOT LIMITED TO TPI-78 "DESIGN SPECIFICATION FOR tA z METAL PLATE CONNECTED WOOD TRUSSES" AND "INTERIM GUIDELINES", CSP-78 "RECOMMENDED CODE OF 2 N STANDARD PRACTICE," HET-80 "HANDLING AND ERECTING WOOD TRUSSES", BWT-76 "BRACING WOOD TRUSSES", y o QCM-77 "QUALITY CONTROL MANUAL" AND THE DEPARTMENT OF PROFESSIONAL REGULATIONS GUIDELINES. 0 4A Ch SHEET REVISIONS: THE ENTIRE SYSTEM INCLUDING ALL TRUSSES, CONNECTORS BETWEEN TRUSSES, BRIDGING, TEMPORARY BRACING W FOR ERECTION, ANCHORAGE, AND EMBEDMENTS SHALL BE DESIGNED BY A SPECIALTY ENGINEER. THE REVIEW OF r- z ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT 0 oo HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL ;I,;, wj SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. TRUSS CALCULATIONS, COMPONENT V � DRAWINGS, CONNECTOR CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY TRUSS Lij ENGINEER AND SUBMITTED TO LOCAL BUILDING OFFICIAL FOR APPROVAL. DESIGN TRUSSES FOR LOADS SHOWN w ' U 2:ON PLANS. IN THE ABSENCE OF LOADS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF Q) of a BUILDING MATERIALS FOR DEAD LOAD. USE PATTERNED AND PARTIAL SPAN LIVE LOADS WHERE REQUIRED TO LL y PRODUCE MAXIMUM FORCE IN ANY TRUSS MEMBER. APPLY NET WIND UPLIFT ON ROOFS WHEN APPLICABLE. o TRUSS TOP CHORDS SHALL BE GROUP II SPECIES LUMBER. EXPOSED TO VIEW TRUSSES SHALL BE OF SELECT '0 STRUCTURAL GRADE. ALL OTHER GRADE AND SPECIES SELECTION IS AT THE DISCRETION OF THE SUPPLIER. C ° } COORDINATE ALL TRUSS DETAILS WITH ARCHITECTURAL DRAWINGS. FOR CONCEALED TO VIEW TRUSSES, WEB CONFIGURATIONS WHERE SHOWN ARE SUGGESTIONS AND MAY BE MODIFIED BY THE SUPPLIER FOR ECONOMY. C aw PROVIDE SIMPSON "TSS" PLATE, TAR IMPREGNATED FELT PAPER, OR OTHER SUITABLE VAPOR BARRIER BETWEEN (t a TRUSSES AND CONCRETE OR MASONRY BEARING SURFACES. PROVIDE G90 GALVANIZED HURRICANE ANCHORS E DESIGNED FOR NET WIND UPLIFT AT ALL BEARINGS. �_ Q) W .0 a *' � 06200 GLUE LAMINATED WOOD PRODUCTS: Q) z 00 z 0 THIS IS A SYSTEM OF CUSTOM ENGINEERED WOOD COMPONENTS MANUFACTURED BY BOISE CASCADE, LLC WITH -0 THE FOLLOWING CERTIFIED MINIMUM PROPERTIES: Q) W I- • VERSA -LAM 1.8 2750 SP BEAMS 0 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 C F EDITED BY: RCS, TLW • VERSA -LAM 2.0 3100 SP BEAMS %A m 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 N o FORUM PROJECT N0. 4097 • VERSA -LAM 1.8 2750 SP COLUMNS & STUDS Q) C = 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 I_ C U Z 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) CC 2 w General ,_ � o 0 o Structural Notes E w Q) .0 I- z +j 06 4-. 0 w I_ 4-i vA U w Q) i- U Cz D S3.01 I 0 o IL O N N O N N CN N 0 QUALITY ASSURANCE PLAN TABLE 1 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM or MATERIAL INSPECTION REMARKS FLORIDA BUILDING CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CONTINUOUS1 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 FABRICATORS X DETAILED FABRICATION AND QUALITY CONTROL 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 1905.4 10 ACI 318 1.3.2.DACI X 318 5.9-5.10 CONCRETE PLACEMENT ASCE 9 CHAPTER 3 X AT COMPOSITE SLABS 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 ALL CONNECTIONS VISUALLY INSPECTED REFER TO S MEMBERS ERECTION OF PRECAST R ACI 1 1. 3 8 3 2.E X 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 X MANUFACTURER'S CERTIFIED TEST REPORTS FILLER METALS VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER X COPY OF QUALIFICATION CARDS QUALIFICATIONS WELDING REINFORCING EXCEPT ALL WELDS VISUALLY INSPECTED PER AS NOTED OTHERWISE X AWS D1.4 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 X OF STRUCTURAL ELEMENTS ACI 530 1.14.2' ACI 530 1.14.3' ANCHORAGE OF MASONRY TO FRAMES ACI 530 1.14.4 STRUCTURAL MEMBERS, AND DIAPHRAGMS INCLUDING TYPE, SIZE, X X AND LOCATION OF ANCHORS TYPE, GRADE, AND SIZE OF REINFORCING STEEL X REINFORCING STEEL AND X CONNECTOR PLACEMENT MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS REINFORCING STEEL FOR WELDING MATERIAL VERIFICATION X MANUFACTURER'S CERTIFIED TEST REPORTS OF WELD FILLER METALS AWS D1.4 SECTION 7 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 D1.4 7.5 COLD/HOT WEATHER MASONRY PROTECTION X ACI 530 1.14.1 ACI 530 1.14.2' VERIFYING USE OF REQUIRED GROUT MIX DESIGN ACI 530 1.143 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 I 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 X SMOKE CONTROL SYSTEMS INSTALLATION X RECORD DEVICE LOCATION(S) WOOD FRAMED CONSTRUCTION FABRICATION OF PREFABRICATED STRUCTURAL ELEMENTS 1704.2 X 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 NAIL/STAPLE 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 .7.2 2304.7.2 ROOF SHEATHING SPAN RATING or TABLES 2304 1), X SIZE, SPECIES, &GRADE OF SHEATHING (ES & 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 P , SIZE, GRADE, SPECIES, & FASTENING 2306.4 X 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 TRUSSINSTALLATION, TEMP RA & PERMANENT BRACING X 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 ASTM A6 STRUCTURAL STEEL 2203.1 RISC ASD A3.1a X CERTIFIED MILL TEST REPORTS 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 D1.1 6.9 PENETRATION GROOVE WELDS MULTIPASS FILLET WELDS X SINGLE PASS FILLET WELDS GREATER THAN 5/6" X SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 16' 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 D1.1 7.8 AS NOTED OTHERWISE AWS DIA SECTION 7 WELDING STUDS IN STRUCTURAL X DIAPHRAGMS WELDING STAIR AND RAILING SYSTEMS AWS DIA 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 INSPECTED AFTER SNUGGING AND AFTER BE BE INSPSIONING INDICATOR METHOD, OR TWIST -OFF A325 OR A490 BOLTS 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, COMPONENT X LOCATIONS, BRACING, AND STIFFENERS TABLE 4 REQUIRED TESTING for SPECIAL INSPECTIONS SYSTEM or MATERIAL TESTING REMARKS FLORIDA BUILDING CODE CODE or STANDARD FREQUENCY REFERENCE 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 (6) UNITS PER EACH 50000 UNIT STRENGTH 2105.2.2.1.2 ASTM C140 PRIOR TO CONSTRUCTION GROUT STRENGTH 2105.2.2.1.2 ASTM C1019 EACH 500E WALL A H 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 D1.1 6.14.4 UT - PER DRAWINGS ULTRASONIC (UT) TESTING OF WELDS AWS DIA 6.13 & 6.14.3 PRE -CONSTRUCTION TESTING OF AWS Dl.i 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 1. RESPONSIBILITY THE SPECIAL INSPECTOR IS RESPONSIBLE TO BOTH THE OWNER & THE BUILDING OFFICIAL TO VERIFY THAT 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 ACCORDANCE 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: V. DETAILED SUGGESTED INSPECTION NOTES A. FORBID THE USE OF MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH DOES NOT CONFORM TO SPECIFICATIONS OR WHICH WILL CAUSE IMPROPER CONSTRUCTION RELATIVE TO THE SPECIFICATIONS 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 PERFORMED WITHOUT INSPECTION AND NOT CAPABLE OF BEING INSPECTED OR TESTED IN PLACE. D. REQUEST INTERPRETATIONS (RFI'S) FROM DESIGN ARCHITECT AND ENGINEER. Ill. 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 OF 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 BE 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 DATE, SHIFT, TYPE, AND LOCATION OF WORK; CONTRACTOR'S REPRESENTATIVE; INSPECTOR MATERIALS: KINDS, SOURCES, AMOUNTS RECEIVED, REJECTED, USED, WASTED, AND ON HAND; FIELD SAMPLES SHIPPED TO LABORATORY PARTS OF STRUCTURE PEP PARED 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 OF 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/ REPHORING 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 D1.1 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. 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 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 c. PLACEMENT (LOCATION) d. SUPPORT/TIE/DEGREE OF SUPPORT AND STABILITY DURING POUR e. COVER f. LENGTH AND SPLICES/LAPS/HOOKED BOTTOMS g. APPROVED SHOP DRAWINGS h. CLEAN BEFORE POUR 2. EMBEDDED FIXTURES: a. ANCHOR BOLTS b. INSERTS c. PIPE SLEEVES d. CONDUITS 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 - 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 e. TESTS CONDUCTED f. WATER ADDED g. AGE In. 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. STEEL/STRUCTURAL: 1. ERECTION PROCEDURES (SEQUENCE) 2. APPROVED SHOP DRAWINGS 3. MILL TEST REPORTS 4. MARKSNERIFICATION OF SITE PROVIDED AND SPECIFIED 5. WELD TESTS - INSPECTION/TOUCHING UP THE FIELD WELDS WITH PAINT 6. BOLTING - SIZE/TYPE/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: 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 WALL/LOAD 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 ro +r ro _0 LL dw C 3 U C L 0 V ro 0 ro ro U 0 Iv .i� v C E L 10 0 ro to 0 00 C .c� G C _v .0 V n. ro L C ,3 Ca G 0 U 4-1 ,v 0 L a L L 4- h 0 U U a C ro to C ro a v b v 3 0 L N C W 0) 0 C 4-1 - 0 ++ 0 v W u 3 a J Y m 0 w i FORUME ARCHITECTURE & N z INTERIOR DESIGN, INC. i PLANNING I ARCHITECTURE I ANTERIOR DESM rn w 0 It 237 S. Westmonte Drive, Suite 220 Z Altamonte Springs, FL 32714 05 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL 2965 WEST STATE ROAD 434, SUITE 100 ® LONGWOOD, FL 32779 TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM 000%aoumg§jf C. S lRO, /I/Go o ° pGEN�� � o ©, u� o 2/I 2 ° fi e TAT OFlL o o�0 6 1O�I O L W� %Q�� Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: u z z W o a E W I- z co W it U W I- U it Q fy tY O W O1 Z SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Threshold Inspection & Quality Assurance Plans S3.01 a N N O CN N 0 F- +v+ ro %2" EXP. ISOLATION JOINT ro SEE DETAIL - THIS SHEET PLASTIC CONTROL 6-0" MAX JT. FORMER 2'-0" TYP.T 2'-0" MIN. 0 WIDTH WIDTH WIDTH u, l- o X PLASTIC CONTROL TONGUE & GROOVE z 1^ - ¢ SPLICE SPLICE SPLICE 0 = N JT. FORMER METAL FORM -, � A °O C O ¢ C2 NO WW - - � 7z v 74' THRU JOINT Y4' MIN. \ / � po _ 3 N o v a o o RECTANGULAR \�i`�\/�A/ <� o v a oa C11 v a O OR ROUND �'� N o o+ a s i �-� o '10 f°a + v 9 0� _LU O PNG \� \\� Q C d ° tV a ° p o a Q° o o a -1 CONSTRUCTION JOINTS 7F- 4SEE DETAIL -THIS SHEET ' 1=1 I =i I 1=1 I I- "' - 1=1 -"' =1 I, I I 1-"' _ 1-1 �' 0 6 MIL VAPOR BARRIER - o,, U O O O tu) PLACE \ Sw LU wLU oCUT BARS ONz z z z z"'�'' EA. SIDE OF C g g S g OPENING >1 PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE 20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE s. METHO OF CASTIN LANES 0 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN 'r NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. ro 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 3 244 AT rL OF SLAB ro 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND U O CONTROL JOINT DETAIL O CONSTRUCTION JOINT DETAIL SUB -DIVIDED A7 A MAXIMUM OF 30'-0" CENTERS. ° a ° � °° 0 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR EE = _ _ - N CONTROL JOINTS AS SHOWN. -"'-"' "-"'-"' SLAB ON GRADE -C 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 4 Opening In Slab -On -Grade S3.02 SCALE: %4" = P-0" S .02 SCALE: Y4' = 1'-0" S 3.02 SCALE: Y4' = 1'-0" S ? .O2 SCALE: %4" = F-0" J JJ .7J � v v ro W a LUa� Q0d PIPE THRU = Z 10'-0" MIN. FOOTING v C WALL Z O LL GROUND LINE U LU U- ad CL awl-=- V ,Q BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES c O O a O ° PER SPECS WHEN REQUIRED OR AS REQUIRED ON PLAN. G 4 C FINISH GRADE G D° D FOOTING 1 6 ` 2 TRENCH FOOTING i I1 1 1- C MIN. 1 EXCAV =1-' Q MATCH SCHED'D TRANSVERSE _ p \ 4 B.O.F. ELEV. ° ` a a BAR SIZE & SPACING E 00 - � a v °LU° I = 1 ° EXISTING UTILITY, SEE CONTINUE BOT. O ° ° CIVIL DRAWINGS FOR a a ro D o Z BOTTOM OF TRENCH 2 SIZE & LOCATION. 4a • a a REINF. OF SCHED. U ° m LU -I- - _== ° \ a o FOUNDATIO N SIZE EXCAVATION SHALL NOT a Q-1 1& SPACINGEXTEND BELOW THIS LINE °= a s- a a aa. roa D D OF 1 ° ° ° ° Z .0 n SLEEVE10 ° a 4 COMPACTED FILL 90% DENSITY ° a� 2, H 0 LU � SLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE \ a °a a a a LU 0 THAN O.D. OF PIPES D + 1'-6° BOTTOM OF FOOTING ELEVATION ° NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON %d a O PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2 0" LAP �• MORE THAN Y-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE01 TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE a USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ 0 EXTEND BOT. BARS � TO 3" OF END -P Typical Excavation Typical Stepped 0 5 Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail (� . ('�� SCALE: N.T.S. \�S3.02 SCALE: N.T.S. \�S3.02 SCALE: Y4" = 1'-0" S 2.02 SCALE: %4" = 1'-0"J 0J J L. 0- 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 5 10.00 Kips MF-2.5 2'-6" X 2'-6" 1'-8" (3) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 15.50 Kips MF-3.0 3'-0" X 3'-0" 1'-8" (4) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 22.50 Kips MII 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 5 1.00 KLF TE-1.0 1'-0" CONT. (MIN.) 1'-8" (MIN.) (2) #4 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL _< 2.50 KLF TE-1.3 1'-4" CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL S 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+Li- S 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 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 5.00 KLF TS-2.5 2'-6" CONT. (MIN.) 1'-0" FT (4) #4 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL 5 6.25 KLF ro U #4 CONT. @TOP OF CURB w/ CURB WIDTH AS REQUIRED= CORNER BARS AS REQ'D., TYP. 6 MIN 8" MAX.. a `^ 1 #4 CONT. IN US, CONCRETE SLAB UC I' SLAB, TYP. ° < PER PLAN, TYP. ° ., ro ° �A C 4 ° a ° ro 1 I 1=1 i iEl#4 !1. DOWELS w/ STD. HOOK CURB BOTTOM @ 24" O.C., TYP. N 144 CONT. AROUND PERIMETER. N LAP F-6" AT CORNERS, TYP. (U.N.O.) b4 SEE ARCH. N V CLR. CONCRETE SLAB 3 PER PLAN, TYP. 0 ° ° STD. 90° HOOK, TYO' 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N 1 #4 CONT. IN SLAB, TYP. 16" NOTES: ISLAND 1 SEE ARCH FOR SIZE AND to NOTES: LOCATION OF CURBS, TYP. • SEE CURB DET. FOR #4 HORIZ. C 1. IF THE CONTRACTOR CHOOSES TO USE THE POST -TENSIONED SLAB V.E. OPTION, THE DELEGATED POST -TENSION SPECIALTY ENGINEER MUST SUBMIT COMPLETE SIGNED & SEALED CALCULATIONS FOR ALL FOOTING/SLAB DESIGNS AS 2. PROVIDE INSERTS AS REQ'D BY BAR REQUIREMENTS WELL AS SIGNED & SEALED SHOP DRAWINGS TO THE ARCHITECT & ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. CALCULATIONS MUST ADDRESS BOTH GRAVITY LOADS & WIND LOADS APPLIED TO THE ARCH & MECH. DRAWINGS, TYP. . SLAB REINF. NOT SHOWN FOR Q) BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY 02. 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 r RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & o 9 Reinforced Concrete Footing Schedule ri0 Island @ Slab -On -Grade S3.02 SCALE: N.T.S. S •02 SCALE: Y4' = 1'-0" 0 3 a J T co 0 W F- 0] O a a to z 0 U O a w CE a z 3 a o! 0 W to w z 0 0 W 0 z I- U W 0 r IL U E U W I- V) W F- IE 0 u. r J z 0 0 W U) to W a 0 z Q U z U z FO UME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHTECTURE I INTERIOR DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL 4 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®®®�p60BE9Ap®qB ® DO SAT OF w�® D�NAL ®089BV996!®8 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 mustbe verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W Structural Sections & 0 Details I W z 00 W ry F- U W U S3.02 Q 0 J- N CN N U) N 0 L� r I to +j 4-1 v NOTES: COORDINATE EDGE OF SIDEWALK 0 DETAILS w/ SITE/CIVIL DWGS., TYP. LL WALL & FTG. WALL & FTG. +J TNT. WALL SHEATHING S EXT. WALL SHEATHING PER ARCH. DINGS., TYP. PER PLAN, TYP. WOOD STUD WALL PER WALL SHEATHING PER INGP PER -�-� t WOOD STUD WALL PER WALL SHEATHING PER PLAN & SCHEDULE, TYP. SCHEDULE, TYP. PLAN & SCHEDULE, NOTES: BUILDING SLAB TO EXTEND % " PLAN &SCHEDULE, TYP. PLAN, TYP. WOOD STUD WALL PER CONT. 2x P.T. WOOD BOTTOM N � BEYOND EXTERIOR STUD LINE TO ALLOW ,/-CONT. 2x P.T. WOOD BOTTOM EXTERIOR WALL SHEATHING TO BE FLUSH PLAN & SCHEDULE, TYP. PLATE & CONNECTION PER ro PLATE &CONNECTION PER w/ EDGE OF SLAB CONT. 2x P.T. WOOD BOTTOM CONCRETE SLAB & REINF. I PLAN &SCHEDULE, TYP. '0 PLAN & SCHEDULE, TYP. CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. PER PLAN, TYP. PLATE & CONNECTION PER PLAN & SCHEDULE, TYP. PER PLAN, TYP. CONCRETE w_ X ALIGN SLAB STEP w/ EXT. SLAB & REINF. `I' Q- Q 0 FINISHED GRADE PER PLAN, P. FIN. GRADE PER PLAN, �' LAYER OF SHEATHING PER TYP. > U ARCH. DWGS., TYP. \NL>4 ro co — d 4 III °1 ° d e ° d 4 °1°d° °4 1—__=i p l l l III ° - - _ —_ —I_=1 I— �2z III=III=III °d=_—�_=1 a - - - - - _I I-1 I_I I I —I =1 I _ II ° - - - - - w - d 1= �I—III—I—III --'---I— - _ - _ —1 —I I I_I I I_I I I ° 1 _ -III—I I —I I I_ a d °° d - - - a� ° =1I —I I_I I_I _ w 1 - _ A —I—I 1-1 I— o N ___-- ° °d - - - - - -III-1 I_I I I —III_ ° ° d _ ° Z I —III —III �1 d d ° 1 — +� L a _ _ _ _ U, z -1 I —Ill —I I —III —I I —III _ �- - VAPOR BARRIER V- III —I 1-1 �I —1 I: v= 4 dd o d v °-- ° _ _-7T=,_— i— _ — LU _ _ 1—III—III—III—III w- 0 o -I {-III—i 1=III—III o° o°=� VAPOR BARRIER a a d v I I=1 �' 3' C R REINF.. STL. PER PLAN 3' C R VAPOR BARRIER WIDTH d 4 --—I—I 1-III— o N -I v 1= • =1 I I_ III -"- _ - Cn 3' C R 7 ro e WIDTH REINF. STL. PER PLAN VAPOR BARRIER m REINF. STL. PER PLAN 3 C 3 C R. & SCHEDULE, TYP. &SCHEDULE, TYP. ro & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN WIDTH & SCHEDULE, TYP. 4 v Typical Exterior Footing 2 Typical Thickened Edge 3 Typical Interior Single Wall Footing 4 Typical Slab Depression v S 3J13SCALE: 3/4" = 1'-0" S 3.0 3 SCALE: ; 4" = 1'-0° S 3.0 3 SCALE: %4" = F-0" E S3.03 SCALE: 3/4' = 1'-0" v v ro v U NOTES: COORDINATE EDGE OF SIDEWALK 0 U DETAILS w/ SITE/CIVIL DINGS., TYP. W PER ARCH 4 I FTG. WALL SHEATHING PER 1'-6" LAP 311 2'-0" SQUARE 3" 1'-6" LAP cc HANDRAIL & CONNECTIONS SCHEDULE, TYP. G WOOD STUD WALL PER PER ARCH. DWGS., TYP. I I I I C PLAN & SCHEDULE, TYP. I PRE-ENGINEERED WOOD STUD WALL PER WALL SHEATHING PER �� I jj, STEEL STAIR STRINGER WALL SHEATHING PER PLAN & SCHEDULE, TYP. FOOTING PLAN, TYP. L3"x3"x4" LG. 4" LONG w/%Z'QS "LDT" III J j / SCHEDULE, TYP. BEYOND CONT. 2x P.T. WOOD BOTTOM (LARGE DIAMETER TAPCON) IJ PLOYMER KOROLATH SHIM N PLATE & CONNECTION PER PLAN ANCHORS, TYP. PER ARCH. DWGS., TYP. ° & SCHEDULE, TYP. CONCRETE SLAB &REINF. PER PLAN, TYP. CONCRETE SLAB &REINF. � PER PLAN, TYP. VENEER LEDGE PER ,. CONCRETE SLAB & REINF. Q d• 4 • • • • d , • d V NARCH. 'X. DWGS., TYP. PER PLAN, TYP. LU d ° 4 ° a d ° , 1 ° ° °d 1 4 z FINISHED °d ° - ° ° ° 4 4 4 III I I= I =I I (= ro -11 - - - n~ I—III—III-1 I w _-�' —= = ° d —_ -_— _- a -III—I I_I III. 1 ° 1 III —III III w _ a GRADE W d ° ° ° ° = " #4 @ 12 O.C. - ° - = EA. WAY, TYP. d -' N _ - o-i +C+ -=='' v a - �- I:v = d , d d ° 1= _ 0 Z 1=1 1=1 1=) -III-III-III ° d d d ° SCHEDULED REINF. d WATERPROOF 3' C R VAPOR BARRIER � 3' C R VAPOR BARRIER 2 -0" REINF. STL. PER PLAN w v o .L ° 4 ° d ° PER PLAN (PROVIDE 4 #5 @ 12" O.C.E.W. ° ° ° a, 4 BOTTOM IF NOT - ° � FOUNDATION PER d° d a ARCH. DWGS., TYP. `O v 1d • , 3 WIDTH REINF. STL. PER PLAN & SCHEDULE, TYP. _ SCHEDULED), TYP. 3" LR. 3' C R. ir, _ `"' III=I - =III-III=III 3' C R =� 3' C R �' & SCHEDULE, TYP. =III— = I1- 0. SCHED. WIDTH 6" 611 G 0 U ^U 5 Typical interior Party Udall Footing 6 Typical Footing @ Steel Stair 7 Exterior Spread Footing @ Pilaster 8 Typical Sump Pit Detail a 3.0 ? SCALE: %4" = 1'-0" SCALE: %4' = 1'-0" S3.03 ,r S 3.0 3 SCALE: Y4' = F-0" S 3.0 3 SCALE: %4" = it Ott S 0 4. to 0 ro U rl 8 CMU, TYP. WOOD STUD WALL PER BEYOND 6'-0" VERIFY w/ ELEVATOR MANUF., TYP. PLAN & SCHEDULE, TYP. ^Q) W WALL SHEATHING Q' 2 #5 CONT. 8" CMU PER PLAN, TYP. BOTTOM, TYP. W2 #5 CONT. BOTTOM,N. F1 C TYP. ro to _ IT_LI ITT q d Q ° —TI=I I= ro IT_ a d —III—III_ a o I; III —III— ° I�llllll���lll—�--_ ° v _—IIIIIIIII�II�I III— III III III 1 x4 CONT. KEYWAY —III 1 x4 CONT. KEYWAY —I = 41 � '1,11p1-�III III„III,'' Q -0"— 811 a O ptI !1_I d ° #4 HORIZ. @ 12" O.C. ° v Q WATERPROOF #5 VERT. w/ STD. HOOK FOUNDATION PER 0 w WATERSTOP PER BOTTOM @ 12 O.C., TYP. ARCH. DWGS., TYP. C Y 3 ARCH. DINGS., TYP. p #5 @ 12" O.C. EACH WAY d= 1'-0" L ci! TOP & BOTTOM, TYP. N LU > III —I °—III- Q) ° d ° d d M � 4 4 ° d Q 4-' JL 4 4 ° ° ° 4 d d °. W 4 d 4 4 4 ° 3„ III—III=III 111=I I II l! ITII ITII l li ,l l' IIIIIIII11j1111,; 111- I I 31I N 0 L I L I I .0 L — — — — — — J 4j SUMP PIT SEE "8/S3.03" 4. 0 oe�9� Transverse Section Through ElevatorIiA .0 S3.o3 SCALE: %4' = F-0" SEE "9/S3.02" FOR FOOTING SCHEDULE v 0 3 d J } m 0 W m FORUME ftARCHITECTURE & I z INTERIOR DESIGN, INC. i PLANNING I ARCHTECiURE I INTERIOR DESIGN W W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 w www.forumarchitecture.com W U E W 0 W Zephyr Commons City of Zephyrhills, FL o - -: UR N u 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 o TEL 407/682-2086 ■ FAX 407/682.2386 N WWW.SCD-ENG.COM w' ��dp00�Oppp� � 0 CR9����ao a F03 Lu a o Z ao TAB OF ° o ° �QOG3O,���o Bdo�G 0�QL oo �0 0 oa000u00000 W Robert C. Scroggins, P.E. � FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date 0 and/or Time Stamp shown using a digital signature. Printed copies of this document are not w considered signed and sealed and the signature must be verified on any electronic copies. 0 U SET DISTRIBUTIONS: 0 Of a U E U W W 0 0 W J Z O W N to W of a 0 z a U Z z V) ui 0 SHEET REVISIONS: W Z 05 W W I- U W U K Q E 0 0 tL tL 0 W 0 0 W 2 F- W (Y Q z z W z Z O U K W 0 z F EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 g FORUM PROJECT NO, 4097 W N W I- U Z A Structural Sections & 0 Details W H Z 05 W U W S U S3.03 0 W O t- ro ro b NOTES: COORDINATE EDGE OF SIDEWALK s. DETAILS w/ SITE/CIVIL DWGS, TYP. 0 4 LL WALL & FTG. C WALL SHEATHING PER WOOD STUD WALL PER WOOD STUD WALL PER PLAN &SCHEDULE, TYP. 4-1 � PLAN & SCHEDULE, TYP. PLAN &SCHEDULE, TYP. WALL SHEATHING PER CONT. 2x P.T. WOOD BOTTOM BRG. WALL BEYOND PLAN & SCHEDULE, TYP. CONT. 2x P.T. WOOD BOTTOM PLATE & CONNECTION PER PER PLAN, TYP. PLATE & CONNECTION PER PLAN & SCHEDULE, TYP. U CONCRETE CURB & REINF. PER PLAN &SCHEDULE, TYP. RECESS PER ARCH. DWGS. ro DETAIL "10/S3.02", TYP. CONCRETE SLAB & REINF. CONT. ISOLATION JOINT, TYP. (%4' MAX.), TYP. CONCRETE CURB & REINF. PER CONCRETE SLAB & REINF. PER PLAN, TYP. 0 FINISHED GRADE PER PLAN, TYP. PAVING BY OTHERS CONC. SLAB & REINF. DETAIL "10/S3.02", TYP. U w � PER PLAN, TYP. cc w CONCRETE CURB & REINF. PER U ro ° ° a ° a ° .� DETAIL "10/2.02", TYP.N. C ^t 1N00 N ° ° a ° ° 1 a = z CONCRETE CURB POURED .. =1 I=1 °—Iiliil�Ii `n ° Z_ 11 ICI ��=� I�I—IIIII_I�1= ° °° I___ ° a II�— ° _ °al ° 1 — .I w III= p o LU Q MONOLITHIC w/ SLAB, TYP. Q .. °a VAPOR BARRIER a• ° ° iTl— VAPOR BARRIER - ° v 6 > �o CONCRETE SLAB & REINF. L 0 VAPOR BARRIER 10 a ° -' ° m 3' C R PER PLAN, TYP. C C?a c ° . ° Q ° U U ° REINF. STL. PER PLAN WIDTH REINF. STL. PER PLAN ° 4 ° ro M 3' C R. 3' C R. REINF. STL PER PLAN & SCHEDULE, TYP, rY' 3' C R. 3' CLR. & SCHEDULE, TYP. & SCHEDULE, TYP. — 1= i= —_ _ _ _ I I__ —I —I == = = = r i= ,III— U WIDTH WIDTH - VAPOR BARRIER O N .0 Exterior Footing w/ Curb 2 Exterior Footing @ Garage Door 3 Interior Single Wall Footing w/ Curb 4 Non -Bearing Interior Curb v C 1�2.04 SCALE: %4" = 1'-0" SCALE: Y4" = 1'-0" �2.04 SCALE: %4" = 1'-0" �2-04 ,c_ L S3.O-1' SCALE: Y4' = 1'-0" —I v Q) v ro IA 7 0 NOTES: COORDINATE EDGE OF SIDEWALK DETAILS w/ SITE/CIVIL DWGS., TYP. E 8" CMU SET 1N RUNNING VERT. REINF. IN SOLID WOOD STUD WALL WALL 8" CMU SET IN RUNNING 8" CMU SET IN RUNNING VERT. REINF. IN SOLID C BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE PER PLAN & BOND w/ HORIZ. LADDER BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE E 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.—I 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 N CONCRETE SLAB &REINF. CONC. SLAB &REINF. VERT. REINF. IN SOLID CONC. SLAB &REINF. PER PLAN, TYP. PER PLAN, TYP. Ea GROUTED CELL PER PER PLAN, TYP. U SCHEDULE FINISHED GRADE ° — ——aL _ ° ° a ° I —III —III —I 1 ° — d 1 ==� = w _ =III— 4°_OJ - = = 1 ° 1 — 1= —11 — w— �——" - i CONCRETE SLAB & REINF. �— � _ _ _ _ _ I"' - —III—III— h °L — -U a°4 ° PER PLAN, TYP. —- = i=III=III u, Z ;— _ _ —) i I lI °a VAPOR BARRIER M 3' C R VAPOR BARRIER 3' C R VAPOR BARRIER L ° 0 REINF. STL. PER PLAN 3 ° —1 I =1 ° & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN WIDTH REINF. STL. PER PLAN ° _ 1 - i— ° a v & SCHEDULE, TYP. & SCHEDULE, TYP. Q, _—I — -III-III=III- 6 "' 3" C R. 3" C R. E 0 WIDTH lo +j U v o r5�Non-Bearing Slab Depression 6 Typical Exterior Footing @ CMU 7 Interior Wall Footing @ CMU 8 Interior Wall Footing @ CMU a S3.Oct SCALE: %4' = 1'-0" S 3.O'T SCALE: %4" = 1'-0" SCALE: %4" = 1'-0" S S 3.OT SCALE: Y4" = 1'-0" J 'T J .Oct 'T J �f L 0 4• 0 ro U ,u a h ro C 0. IF COLUMN IS CAST BEFORE DOVETAIL ANCHOR SLOT NO. 100 BY r MASONRY WALL IS RUN UP, HECKMAN (OR ENGINEER APPROVED USE DOVETAIL ANCHORS. SUBSTITUTION). v GROUT FILLED CELL 'tJ IF MASONRY IS CAST BEFORE JOINT v COLUMN, EXTEND REINFORCING 8" INTO COLUMN. i" W. X 16 GA. GALVANIZED DOVETAIL 0 ANCHOR AT 16" O.C. (OR ENGINEER APPROVED SUBSTITUTION) IIA ., v q' C C W 9 GA. GALVANIZED JOINT 1%" CLEAR COVER b0 REINFORCING AT 16" O.C. V1 0 ..0 ++ 4. 0 9 Column/CMU Anchorage Detail Q) S• O'T SCALE: %4' = 1'-0" .0 0 3 d J } 0 W F 2 O X L U z z 0 V) W 0 o! 0 ui W 1-- z C5 rn z 0 rn w of z 0 U U 0 0 O IL Lu W Z Q U Z Z U) W O tY 0 a Lu I- z co W U U W H U Of a i 7 0 0 LL U z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHRECTURE I W MMM DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL �T -A DESIGN ,r'm� 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM o GFNIse ° 00 kP a O � o�C'7 0°°° TAT OF o ° 0 1j° N oL00000 Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 z w Structural Sections & 0 o ninth I iC a w z co n N U a S3.04 0 w O #5 @ 32" O.C., TYP. ❑ ❑ ❑ SEE PLAN & SCHEDULE F-1 (#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 ❑ OPENINGS, TYP. 3. EMBED VERTICAL REINFORCING CLASS T' 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.) Typical Masonry Wall Reinforcing SCALE: %4' = 1'-0" 53.05j STOP GROUT POUR lY2" (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 _ %" (#8). SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. 5 S3.05 H 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) /- PROVIDE 4"x6" CLEANOUT HOLE @ EACH REINF. CELL & REMOVE ALL DEBRIS INSIDE CELLS. SEAL PRIOR TO GROUTING, AFTER INSPECTION. 0 4 a d d ad d ad d4 a 4 d 4 d L 4 Q a Typical High Lift Grouting Detail SCALE: %a" = 1'-0" CODOODCKAOCRID011D ALTERNATE COURSES OF 8" C.M.U. CONC. FILLED CELL w/ VERTICAL REINF. CONT. BACKER ROD & SEALANT - TYP. BOTH FACES OF C.M.U. �DCJ11DCHU"-i GD1Dr-0S CONTROL JOINT @ 30'-0" O.C. (MAX) COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS NOTE: CUT LADDER REINF. @ CONTROL JOINT 2 Control Joints in Masonry Walls SCALE: %a" = P-0" 53.05 -b- �r-d- NOTE: g ❑ B DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND b I b THE PRESSURE OF THE GROUT. WAIT MINIMUM OF 24 HOURS, TYP. SEE PLANS AND DETAILS FOR LOCATION AND REINFORCING b I b OF GROUTED CELLS, TYP. 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" GROUT 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" (#8). SLUMP = 8" TO 10". DO N07 ABSORBED BY THE MASONRY UNITS )SE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) a 4 a d d �d d dd °4 a 4 d d 1 � d c a Typical Low Lift Grouting Detail 6 S3.05 SCALE: 3/4" = 1'-0" 8" CMU LINTEL SCHEDULE 4^mr-4444'ri SAFE GRAVITY LOADS (PLF) SAFE LAT RAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH SUS 8F8-OB SFi2-OB 8Fi6-OB 8F20-OB 8F24-OB SF28-OB 8F32-OB SUS 8F8 REINF. CMU" 8FS-iT 8F12-iT BF16-IT 8F20-iT 8F24-iT 8F28-iT 8F32-iT 8F8-1B 8F12-i8 8Fi6-18 8F20-iB 8F24-16 8F28-16 8F32-iB 8F8-2T 8F12-2T 8F76-2T 8F20-2T 8F24 2T 8F28-2T 8F32-2T 2' 10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 1972 3173 4460 5747 7034 8321 9608 3069 4605 6113 7547 8974 10394 11609 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 1 6613 7636 4'-0" (48") PRECAST 1966 2561 2751 3820 4690 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 59T 1057 1207 1940 2724 3508 4292 5077 5861 2189 4375 6113 7547 (n 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 (t9) 8733 (i9) 10127 Q9) 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(t9) 7181 (is) 8328 (20) 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 507 721 483 835 (12) 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 10394(37) 8825 p4) 835 1340 1880 2419 2959 3498 4038 „ 7'-6" (90) PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 727 (23) 1021 1634 p2) 2102 pp 2571 no) 3039 Oo) 3508 p) loll 1729 2661 3898 5681 8467(44) 6472 (15) 727 1166 1634 2102 2571 3039 3508 9'-4" (112" PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 227 591 680 1133 p5) 1471 (,5) 1811 O5) 2152 (16) 2494 (s5) 752 1245 1843 2564 3486 4705(37) 6390(47) 591 851 1326 1705 2084 2463 2842 „ 10 -6„ (126) PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 176 530 552 914 0s) 1185 p5) 1458 (15) 1732 p5) 2007 (is) 643 1052 1533 2093 2781 3643(38) 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 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 582 945 1366 1846 2423 3127 4006 494 599 1028 1422 1738 2053 1 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) 1366 (15) 1582 (15) 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 (14) 783 (14) 962 (14) 1141 (14) 1321 (14) 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 „ 14-0 (168) PRECAST 279 424 706 1002 1326 1697 2127 2630 205 293 98 384 Os) 346 559 (14) 723 Oa) 887 O4J 1052 p4) 1218 p4) 442 706 1002 1326 1697 2127 2630 410 420 709 1050 1 1434 (eJ 1694 (8)1 1954 p) 9 S3.05 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. Typical Pre -Cast Lintel Schedule & Details By Cast -Crete SCALE: 3/4' = 1'-0" NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. 3 S3.05 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 & Corner Reinforcing Detail SCALE: Y4' = P-0" �w T & B BARS, AS SHOWN IN BEAM T & B BARS, AS - SHOWN IN BEAM v .J 4-1 ro 4-1 IA ro _0 IJ. C +r 2 L-BA 4.0 ,3 U C ro U 0 U U L U ro CONC. FILLED CELL w/ VERTICAL >, REINF. EXTENDING THRU BEAM. 4-1 TYPICAL THIS PROJECT. L 0 0 ro ro U 0 IU L Typical Masonry Beam Intersection 00"0q. & Corner Reinforcing Detail C S3.05SCALE: 3/a" = 1'-0" Sw *' t^ 7%" 7%11 ro • 2-#4 CONT. 0 00 - - 00 - - U 145 CONT. >� C KO-1 KO-1 (ALTERNATE) WINDOW C 8" or 12" CMU OPENING -i�r-� WALL BEYOND - 7�" 7�" E VERT. REINF. IN SOLID ; G p Z I GROUTED CELL ADJACENT TO _ oz o Z I I OPENINGS, TYP. (U.N.O.) O Z ? o zQ I za - - G �D O =� 2-#4 CONT. �D O � 1-#5 CONT. O O V TOP & BOT. v TOP & BOT. T.O. CMU -- - - SEE ARCH. e o ° BB-1 BB-1 (ALTERNATE) a "KO-1" IN 8" CMU or "KO-2" IN 0. 12" CMU UP TO 10`-0" WIDE ; 75/" @ RB-I ro OPENING. EXTEND 4" MIN. I]%" @ RB-2 CONC. CAP 7/„ CONC. CAP 0 POURED w/ BEAM POURED w/ BEAM i INTO VERT. FILLED CELL, TYP. CONT. LATH TO RETAIN Q 2-#4 CONT. IN CAP Q 1-#5 CONT. +j GROUT IN UPPER COARSE, TYP. o (2-#5 CONT. @ RB-2) = o - IN CAP j \ O-' N O J VERT. REINF. PER PLAN w/ Z O O Z V O TOP BOT. 0. STD. HOOK @ TOP INTO -- --- BOND BEAM, TYP. 2-#4 CONT. TOP & O BOT. (245 CONT. U RB-1/RB-2 TOP &BIT. @ RB-2) RB-1 (ALTERNATE) U 7 Typical Bond Beam @ Window Sill g S3.05 SCALE: %4' = 1'-0" 53.05 8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE C^='r-�ft�'n SAFE GRAVITY LOADS (PLF) SAFE LATERAL LOADS (PLF) SAFE UPLIFT LOADS (PLF) TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-08 BRF30-OB 8RU6 8RF6 REINF. CMUir 8RF6-iT 8RF10-IT 8RF14-lT SRF18-iT SRF22-IT 8RF26-IT 8RF30-IT 8RF6-1B 8RF10-iB 8RFi4-1B SRFi8-iB 8RF22-1B 8RF26-16 8RF30-16 8RF6-2T 8RF10-2T 8RFi4-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 758 757 1365 905 1748 2635 3522 4409 5296 6183 1891 3699 5206 6639 8060 9479 10893 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 694 693 1249 867 1675 2525 3374 4224 5074 5924 1756 3699 5206 6639 8060 9479 10893 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 406 407 734 675 1301 1960 2618 3277 3935 4594 1167 2481 4567 6389 8060(34) 7917 (t9) 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 (i9) 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 595 788 510 570 1012 1651 2204 2758 3312 3865 901 1825 3120 5048 7915 9479 10893(32) 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 509 674 393 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 755 1490 2459 3776 5743 899809) 10893(48) 506 967 1462 1952 2442 2931 3421 9'-8" 116" PRECAST ( ) AS 411 466 999 1568 2253 3129 4091 3146 370 490 227 395 491 931 (12) 1301 O5) 1640 (t5) 1980 (t5) 2322 p6) 526 999 1568 2253 3129 4150 5891 (47) 395 589 1135 1 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. GENERAL NOTES FOR LINTELS: MATERIALS: i. f c PRECAST = 4000 PSI. 2. fc GROUT = 3000 PSI w/ %" 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 ACl 318 AND ACI 530. CODE DESIGNATION W 0 Masonry Beam Sections H SCALE: 3/4' = 1'-0" F = FILLED w/ GROUT QUANTITY OF #5 FIELD U = UNFILLED ADDED REBAR @ TOP S=SOLID 8F16-1B/1T NOMINAL WIDTH (IN.) NOMINAL HEIGHT (IN.) QUANTITY OF #5 FIELD ADDED REBAR @ BOTTOM OF LINTEL CAVITY NOTE: G.C. TO COORDINATE LOCATION OF RECESS DOOR HEADER w/ ARCH. DWGS., TYP. L 0 4-1 U 4: Q) a ro C ro a C 00 v 3 0 L v C C W C 0 4. 0 .0 C W 3 a J } m O W : FORUME ❑3 2 ARCHITECTURE & z INTERIOR DESIGN, INC. i PLAN NING I ARCHITECTURERIO I WiERDEW3N V) W 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 m 407.830.1400 W ry � www.forumarchitecture.com U Zephyr Commons I- City of Zephyrhills, FL L 0 o -f I o i - o ... ui 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 o TEL 407/682-2086 ■ FAX 407/682-2386 N WWW.SCD-ENG.COM w �pp90V004fl�00 F � o U � 0 o m 00 � o 0 0- uj e z o 22 0 o O TAT OF ORM z ° NAL W Robert C. Scroggins, P.E. F FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date 0 and/or Time Stamp shown using a digital signature. Printed copies of this document are not Fconsidered 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 U W to W 0 0 W } J Z O 0 W N N W a z< Z a U Z Z W W 0 SHEET REVISIONS: Z EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W Structural Sections & 0 Details W z o5 W w i_ U S3.05 0 iL n N N O N n N 0 ;�4SW-1 -�{ - - TE-1.0 { 1 ___ S3.03 _E-1. T0 I i 4SW-1 -� I� I� L------ =-1 53.03 I o { M � I of i 2 •I { ~I I I rJ I I I 1 I I 3 I 53.03 I L----TS_2.0 _------ TS-2.0 --- -_� - - - - - - - - - - - - r_1_ r- - - -� 4SW-4 203 I F -----------'1_.----- F TS 1.5 TS-2.0 - -I _TS-2.0 I I F . 4 S3.03 7 I I I I I I I I I I I lol 1 rl c y 5.03 9 '- 53.0474 TYP 1 0 l 6 IN I I CP sro TE-1.0 I I TS-1.5 - TE_1.5- �------ 4SW-1 Ln TE 1.0mosommumm _ TE-1.0 _ �- 4SW-1 1 CUN A2 F------- o TE-1.0 0 4SW-1 F - - - - TE-1.0 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 "9/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 %6' CDX PLYWOOD or O.S.B. (PROVIDE 1%z' P.T. PLYWOOD @ Ist 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" O.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. SEE SHEET S3.01A FOR THRESHOLD INSPECTION PLAN. 2 7 Key Notes Foundation Plan (4 Story Building) 1. TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.) 2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 6 MIL. (MIN.) VAPOR BARRIER OVER WELL COMPACTED SOIL, TYP. POST -TENSION FOUNDATION ALTERNATE: GENERAL CONTRACTOR MAY PROVIDE A MONOLITHIC POST -TENSION FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS ALTERNATE IS USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. NOTE THAT REINFORCING STEEL FOR CURBS/ISLAND & SPREAD FOOTINGS MAY NOT BE OMITTED OR REDUCED. 3. SEE SLAB CONTROL PLAN IN ARCH. DWGS. FOR ALL DIMENSIONS, STEPS, SLOPES, DROPS, & DRAINS LOCATED IN FLOOR SLAB, TYP. 4. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL EQUIPMENT REQUIREMENTS. 5. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE CONTROL JOINT/ CONSTRUCTION JOINT DETAILS ON SHEET "S3.02.4", TYP. 6. CORNER REINFORCEMENT: PROVIDE (2) #4 REINF. STEEL BARS x 4'-0" LONG @ 8" O.C. MID -DEPTH OF SLAB @ ALL RE-ENTRANT CORNERS, TYP. (U.N.O.) 7. EXPANSION JOINTS: PROVIDE 2" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE CONCRETE SLABS ABUT EACH OTHER, TYP. (U.N.O.) UNIT Al r 8. EXTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5'-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/ w/ SIMPSON "MASH" STRAPS SPACED @ 21" O.C., or 2"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., or2"O SIMPSON "TITEN HD" ANCHORS (4" MIN. EMBED) SPACED @ 21" Q.C., TYP. 9. INTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: PROVIDE DBL 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C. w/ 2x4 SOLID BLOCKING @ 5'-0" O.C. (MAX.) PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/2"O A307 ANCHOR BOLTS (6" EMBED.) @ 24" O.C. or w/ 0.157"0 HILT[ "X-U" P.A.F.'s (12" EMBED.) @ 16" O.C., TYP. 10. INTERIOR NON -BEARING STUD WALLS: PROVIDE 2x VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x P.T. BOTTOM PLATE PER ARCH. DWGS., TYP. 11. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 12. 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. 13. LOAD -BEARING CMU WALLS @ 1st FLOOR ELEVATOR & STAIRS: PROVIDE 8" CMU STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.) 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. 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J uj , FORUME In m O ARCHITECTURE & z INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE 10�I'BWRDESIGN U 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 {�F '� T 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 3277E TEL 407/682.2086 ® FAX 407/682-2386 WWW.SCD-ENG_COM ° ffl O 7 o ' TG��f' ®F ORM 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 I considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 > FORUM PROJECT NO. 4097 Z z W 0 ry W 1- Z co W U W U Q U W Building Type II - Foundation Plan S3.21 N N O N O J 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 (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. SEE SHEET S3.01A FOR THRESHOLD INSPECTION PLAN. 1. FIN. 2nd FLOOR ELEVATION = 11'-10%", TYP. FLOOR TRUSS BEARING ELEVATION = 10'-1%", 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 Y4' 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 112" 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. ® 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" Ox3%4' 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/ 11/2" MINIMUM PENETRATION, TYP. 21. LOW ROOF TRUSS BEARING = VARIES SEE ARCH. DWGS. C4� C*fAi) C*��:) UNIT 62 C*��)CUNIT 63:) CUNIT A2 (*t:�) CUNIT Al C4NIT Bl UNIT A2 I � Building Type II -Second Floor Framing Plan S3.22) 3.22/ SCALE: Y8" = 1'-0" ro ro _0 LL N r r 4-j ,3 N U C ro L 0 U U ro 0 r +r ro ro U 0 T r .0 N C E L v 4-j W ro h0 W b sr ,0 E E C _N ro U a a ro v r 4J r 3 a E 0 U Q) 0 L a h r L. 0 4- C 0 4-1 U 'u v a v C ro kA ro. a v r +-j v ao v Q) 3 0 C V t^ s� v v C C LU 0 Q v r +j 4. 0 i-j V1 Iv 3 a J LU L FORUME 0 ff [1- ttl m ARCHITECTURE & to z INTERIOR DESIGN, INC. z PLANNM I ARCHITECTURE I INTERIOR DESIGN W W 0 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 z O N_ W z z 0 H U 0 O x Q. W d' } z Q W Q 0 z a U z Z O W W n ff 0 a W I- Z www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL s —1C,. t i h� NO F 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM °000eeo0oauoo�000 0 0 �e' ° G� �TATTOF2 Z 0 mac ` _AORV-o �D�o� ° ONAL a000HW 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: A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U z co Building Type rY Second Floor W Framing Plan z C5 W U W I 2 U 0 S3.22 W N cV 0 N N O 0 a LL C O E 0 U L s a v N O N O N Q) v L fl. N O N UJ L a O LL v ro 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 (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. SEE SHEET S3.01A FOR THRESHOLD INSPECTION PLAN. ® Key Notes 3rd Floor Framing Plan (4 Story Building) 1. FIN. 2nd FLOOR ELEVATION = 23'-812", 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 @ 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 Y4" 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 1%" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4" TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED PLYWOOD OR Q.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. 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"00Y4" NAILS @ 12" O.C., 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. C4NIT 63 UNIT Al UNIT B2 C4NIT 62 CUNIT Al UNIT 63 UNIT A2 UNIT Bl UNIT 64 UNIT Al UNIT Bl UNIT A2 1 l Building Type II -Third Floor Framing Plan S 3.2 31 SCALE: %" = 1'-0" v ro ro 0 FL N L 4-1 L +r v U C ro L 0 U U ro .0 ro ro U 0 v L +, .0 '10 v C ,C L Q) 4+ 1A (13 tA Q) 0 Xj E E ,C N .fl ro U a a (a Q) r 4-1r .0 ,3 a E 0 U 4-1 v 0 L a .0 L 0 4- C 0 ro U u v a C ro V1 ro a v V4 v 3 0 H L (v C C W Q) 0 v r 4-1 4. 0 H v A 0 3 Q m WFORUME 0 ARCHITECTURE & z INTERIOR DESIGN, INC. i nM*8MG I MWWrWRM I IWEF"DESIGN W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL M oV, IMPTS }� ' - FIns �N 010 ui 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 Z TEL 407/682.2086 ■ FAX 407/682-2386 0 0 WWW.SCD-ENG.COM W o 000000000000o e W \ C°LD o °EN 'G% o IL ui a o Q o - 2 Wo ©°° TAT OF o ©fy IN�1 AL o00 NPHOW W Robert C. Scroggins, P.E. FL Registration No. 56158 o 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 F considered signed and sealed and the signature must be verified on any electronic copies. O Z SET DISTRIBUTIONS: O U L U W a (n W IL J Z O r) W 0 N W a 0 Z Q U Z Z O W W a 0 SHEET REVISIONS: W Z Z EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U z Building Type LU Third Floor W Framing Plan Z 05 W U W H U x S3.23 O W 0 e N N O N I N O UNIT A2 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 716" 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. SEESHEET 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'-87/", 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"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 @ 4th 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. OVER Y4" 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 1%" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4" 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. 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"00%4" NAILS @ 12" O.C., 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. 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.) C4NIT B3 UNIT Al C*�� C4� C*fAl C4NIT 63 I l Building Type II -Fourth Floor Framing Plan S3.24) 3.24) SCALE: %" = 1'-0" UNIT Bl UNIT A2 ro ro b 0 IL v L L ,3 v U C ro L 0 U U ro 0 L ro ro U 0 OJ r .0 v C L Iv kA 0 bQ ,II .lJ _0 .0 ro u n. a ro N r +r r a 0 U +j U N 0 L a L d-+ L C 0 '+1 ro U 4. U OJ a ro 1A ro n. Q) s +4 v ao 3 0 C V , L Iv C C W 0 0 r +-j 4- 0 Q) .0 Q) 3 Q r m WFORUME 0 a- ARCHITECTURE & LO z INTERIOR DESIGN, INC. z PLANNEVG I ARCFIT =P2 I AJTMM DESM U) w 0 a W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 0 N w z 0 i- U 7 0 O K d w K z Q www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL eT' �m 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682.2386 WWW.SCD-ENG.COM ���®p��80pppgQO C_ TGa1T OF �U 0 ONAL aa0000aOO Robert C. Scroggins, P.E. FL Registration No, 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U Z Building Type Fourth Floor 0 it w Framing Plan z 00 w D F- U W F T U S3.24 12� W a 9 d 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 (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 DETAIL I '� Building Type II -Roof Framing Plan S3.25) SCALE: Y8" = 1'-0" ® Key Notes Roof Framing Plan (4 Story Building) 1. 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%2' 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 %2" 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 3/4' SHEATHING @ FLAT ROOF AREAS, TYP. 17. ROOF TRUSS BRG. ELEV. = +42'-6Y4" @ UNIT "Al" SOLARIUM, UNIT "B1" SOLARIUM, & UNIT "Cl" SOLARIUM & LIVING ROOM. COORS. w/ ARCH. DWGS., TYP. ro +-1 L _0 LL r +d L t 3 U' ro ,II L 0 U ro L 0 L +j 7 ro ro U 0 N .0 +-1 .0 v C L v +-1 ro sA 10 0 U 00 '0 ..r.: v ro U a a ro r +j z t ,3 n. E 0 U U 0 L a 1A r L 0 4- kA C 0 ro U 'u Iv a C ro H C ro a v r v x 10 Iv 3 0 C V i� v C C W C 0 s +r 4- 0 +-+ sA 3 J FORUME 0 W m ARCHITECTURE & Z INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830A 400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL ,. E� {d 2965 WEST STATE ROAD 434, SUITE 100 a LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682.2386 WWW.SCD-ENG.COM 00000a0000��000 0 sle-G�LP°m 4 ob o ��7 2 w m o� �1 OF ZORMD �Q an NAL Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 cz� W W Building Type II - 0 IT Roof Framing Plan I_ Z od n it N 2 U Q S3.25 1 0 IL 10 W m N' N O N 0 WOOD HEADER & ENGINEERED WOOD BEAM SCHEDULE INTERIOR WALL EXTERIOR WALL PLAN MARK BEAM SIZE BEAM TYPE BEAM SPAN NOTES # OF JACK # OF KING # OF JACK # OF KING STUDS REQ'D. STUDS REQ'D. 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 H2-08 (2) 2x8 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 ):2x4 112-10 (2) 2x10 #2 S.Y.P. < 6-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 C .�5)zc X H2-12 (2) 2x12 #2 S.Y.P. < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #1 H3-06 (3) 2x6 #2 S.Y.P. < 6'-6" (1) 2x6 (1) 2x6 (1) 2x6 (1) 2x6 #2 w X iv n` ``\\v`\:,A v k `` V,r x1:�V \� _.x` p H3-08 (3) 2x8 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (1) 2x6 #2 0 v v.> � .X Q113-10 (3) 2x10 #2 S.Y.P. <y 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2 Z1 il.` L\ \ ��,/}I' ` \ .\ X `` T{, i \ \\ �T : 1\ \ `\\ \ `\\x\ ex Z H3-12 (3) 2x12 #2 S.Y.P. < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #2� w Z` X, \ \ 'L<1 \\ .\ ,, \, \ \` \ \\\ .\ 0 v H4-06 (4) 2x6 #2 S.Y.P. < 6'-6" (1) 2x8 (1) 2x8 (1) 2x8 (1) 2x8 #3 x' 114-08 (4) 2x8 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (1) 2x8 #3 V 2 \ \ \ (2)88 #3 _\ \ \ 114-10 (4) 2x10 #2 S.Y.P. < 6'-6" (2)2 x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 �1�\`6r L` <\ ti-0'� " ` x\\ ` ('1 �:� C 114-12 (4) 2x12 #2 S.Y.P. < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #3 i1\ ,4 \ `r., n \ �\ \ .\ \ \,.�:-` \\ i Via\ \ '`' \ `y \•\ \\ . \ \ .�n ` �'k \ ` 82-08 (2) IY4"x7Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 i ` al.' X ,,``rrXX\\� y,�;! ,\ X %� f' �� ,: \ ?'... / \ r'" y '`'4 �i;\ x\.''� f `'r�. yl.\i �j < \"`Xx\i`y�Y v'' k'x¢' T 132-10 (2) 1Y4'x9Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 h' .,11/T ..x �n2 4/ 2 4\rr n Vx :X \>f Y X \<l' ,, y >.,,4\: y,X< X':x' <'` T'.c x xy xx KX sx; xl) \! >'>l 132-12 (2) lY4'x11Y4' VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 �f� a x )! }C =(7• X X, k �>( l �Y <iCT ik FT \y\{ fk/;n X y�,v ,cX ,. .JITX 11 X.-� u.,\ kX\':\ ?y. �Y, a1: `/� �:�J:'>!�.Y X,' B2-14 (2) 1Y4'xl4" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2)2x4(2) 2x4 #4 & #5 \ i 6\6 132-16 (2) 1Y4'xl6" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #5 " r ri yi x < rXi r X v (Y4 �.x >!k y�'x. v i f X1r� \ S T� Y < v y, u\ ti x \X .. / ✓. X X ;>�>. X x \x , x xE /. k%Y,1; t X max,' /�. ) X 'l J l'T \ \<a G .. ,c ;t ! T .: X 132-18 (2) 1Y4'x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 XX skK F/\`� x/(aX,'i\ 7F, h\/� ��^�, \ �'X\'^�x B2-20 (2) 1Y4"x20" VERSALAM 2.0 2650 < 6'-6" (2) 2x4 (1) 2x4 (2) 2x4 (2) 2x4 #4 & #6 , �} x41 <'Y,X x x \>f\3 k % a B3-08 (3) 1Y4'x7Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 % ~ x X i Y. \ k ' X \ k k ' (�?f.� Y .:r X �\ , (x '\! f/ _` .c /!�� /v� X > y,'_ K _ / k `'�E'lLj ?,`��'\' ` ,\,;✓ `\�.x/,KX,r\ nN k7'�; ,�'rr�,X'Y\i ,X B3-10 (3) 1Y4'x9Y4' VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 k , , 'Y Y v��C,�v Y.<x -V x y.Try xy � �c'�J A x ' > yamy `� v' ` � } � x� \ �s` \T.rt y'' �2k, Xx;i \\\, t .�.xx�t\ k# m B3-12 (3) 1Y4"x11Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 O v7�' a �5.. Y� VJ�i Y \ } >, v x k i, n n�..��(( �!`\ ; \' , i6r _ X. j,. \ } u r r v 63-14 (3) 1%4'x14" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 LU :Y� `! w4 . \"Q x \`% x V X; \i .k < (.Q' v k < \i T %%�� "'< �!\j *%� X /t / �\ r ✓ v< ' X\, �...h �✓ d` ✓ \ / � _X X X r' > B3-16 (3) 1Y4'"xl6" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 _Z l7 zy k� CC X X Y \r \,r j X ruy x i X�< vkr X W i? a� f B3-18 (3) 13/4"x18" VERSALAM 2.0 2650 < 6'-6" (2) 2x6 (1) 2x6 (2) 2x6 (2) 2x6 #4 & #6 F 2 0<� x T\,.X r> �l <_/ �✓ T `, x F xV���xX��i X `X \LX' k,\\ t / (wF� C� i'\ / X x Z x t\ ;X B4-08 (4) lY4'x7Y4' VERSALAM 2.0 2650 < 6'-/6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 61 Y x\( �(`2) 4-10 (4) 1Y4'x9Y4" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (1) 2x8 2x8 #4 & #7 x8\ (�\2'x8#4\�s k \ x k> B4-12 (4) 1%4"x11Y4" VERSALAM 2.0 2650 <6 61� (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 B4-14 (4) 1Y4"A4" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 k . \ B4-16 (4) lY4"x16" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 d) 134-18 (4) 1Y4'xi8" VERSALAM 2.0 2650 < 6'-6" (2) 2x8 (1) 2x8 (2) 2x8 (2) 2x8 #4 & #7 `' p (r i '. YiY i<[*i 1. X'C \-�! `n '1 Y }•�' .! �! { 'J;;\'�V h,�\(', 'u x \ ,X{s-y . 4 >i T \ `i\ FrV ^ ..A " `t\ �x ;! '_ X u ,. ti 'x .. X� fi'>`,C `,c r' a V�\ x x x n x 1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/Y" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF Y2" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW. 2. 3-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/%" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF EACH %" 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/ 3/" PLYWOOD BETWEEN EACH OUTSIDE PLY & 12" PLYWOOD BETWEEN CENTER PLIES. ATTACH LUMBER EITHER SIDE OF EACH Y2" 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 OFY2"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 Y" 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 OFY"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 Y2" 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 Y"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 1z"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. 7. 4-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF Y"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF Y" 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 Y" O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. Wood Header & Engineered Wood Beam Schedule .00V 00• SCALE: N.T.S. 3%" N� N�_- IN 2-PLY (NAILED) SY" or 5%" N� 3-PLY (NAILED) N�__ 4-PLY (SCREWED) 3 4.00. a NOTE: DO NOT CUT, NOTCH OR DRILL HOLES IN BEAMS/HEADERS EXCEPT AS INDICATED ON ILLUSTRATION & TABLE 7 1/4" - 20" ` 2" Allowable Holes in PSL Beams/Headers SCALE: Y4" = 1'-0" 4 4.00. 3-PLY 2x4 3-PLY 2x6 (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED 30d COMMON WIRE NAILS) COMMON WIRE NAILS) 2 .00. STUD FACE %"MIN. MAX. BORED HOLE DIAMETER = 40% OF STUD WIDTH (60 0 OF STUD WIDTH IF DOUBLE STUD) NOTCH 25% OF STUD WIDTH MAX. EXTERIOR OR DC/AKIINV WALL STUD FACE $" MIN. - MAX. BORED HOLES DIAMETER = 60% OF STUD WIDTH. NOTCH 40% OF STUD WIDTH MAX. NON -BEARING PARTITION PENETRATIONS THRU WOOD STUDS Wall Size Load -Bearing or Exterior Wood Stud Wall (Max. Bored Hole Size) Non -Load -Bearing Wood Stud Partition (Max. Bored Hole Size) Load -Bearing or Exterior Wood Stud Wall (Max. Notch Size) Non -Load -Bearing Wood Stud Partition (Max. Notch Size) 40% Max. 60% Max. (Dbl. Stud)" 60% Max. 25% Max. 40% Max. 2x4 1 Ys" --- --- 7/s' 1 % 1i (2) 2x4 --- 2%" 71/8" 7/1t 1/11 2x6 2Y4" --- ---- 1Y8" 2Y8" (2) 2x6 --- 3Y16 ` 3Y16" 13 s" 2Ys" 2x8 28" --- --- 11%61 Z78" (2) 2x8 --- 43/8" 4Y8" 11 16n 2/n * 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 IY" 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 1Y4' 2x6 2Y4' 2x8 3 " Cutting, Notching, &Bored Holes in Studs &Plates SCALE.. 3 - 1'-0" /4n - 0 O q 4D C) O a M 2 4-PLY 2x4 0 ROW OF STAGGERED 30d COMMON WIRE NAILS EACH PLY) I I NOTE: ALL BORED HOLES & NOTCHING IN FRAMING SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP. t 4-PLY 2x6 (2 ROWS OF STAGGERED 30d COMMON WIRE NAILS EACH PLY) Built-up Wood Stud Column Sections SCALE: Y4' = 1'-0" 1A Ili ro IA ro 0 u. L +j r 3 U ro 0 U ro 0 {d rol U' 0 L +j n� .1J v C �C L ro 0 U bCA A C E .f� ro U a ro v r 3 a E 0 U U ,v 0 L a L 4- in 0 +j V U a h ro C ro n. Q) 4I ^b4 W 3 0 , L. �v+ 1. r.+ W b0 Q) 0 L +J 4- 0 0 v A v 4-1 XI a J FORUME 0 a. tYl W F- m ARCHITECTURE & L5 z INTERIOR DESIGN, INC. z M-MN G I ARCHITECTURE I NM=R DESM 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL K SET - 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM 00000d00000�oo� S a ° ° �QO Gal �® N,8� T///���T OF o O � � u V Q� S� ��" �00000aaao Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: U z z to w 0 0 SHEET REVISIONS: w z cc w re D I- U w U U K Q i 0 0 iL W 0 } LU W o IL w W a F z W Z z 0 U lY W 0 z N EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 W N W 2 U z z W Structural Sections & I Details W 1- z co W I U W F- U S4.00.1 0 IL 0 N N O N N 0 t- rn 0 v C O E 0 U a n N O N O , N •tv aLo. a N O N 1J .0 L 4 E O LL v vOi v L - LL �Z 0 0 OOVo z- a Q � w LL C1, t=ir dU 2 4.040 7 z �o z 1 GABLE ROOF �. HIP ROOF =LOOR 'RUSS BRG. Florida Building Code C&C Wind Design Pressures •04•IJ SCALE: N.T.S. a 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED 1N 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 WOOD STUD THING WOOD PLATE Interior Shearwall Sheathing Layout &Fastener Pattern SCALE: IY2" = V-0" E 11 TOP OF FLOOR FLOOR TRUSS BRG. . . ... . . . . . . ... .. . . . . . .. 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED 1N 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 THING WOOD PLATE ® 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.). PRE-ENG. WOOD TRUSS PER PLAN, TYP. 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 WA[ PLAN & SCHEDULE NOTE: CRIPPLES ARE NOT REQ'D @ UPPER TOP FLOOR TRUSSES UNLESS ROOF TRUSSES BEAR ON WALL ABOVE. 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 16"/19.2"/24" O.C. 16719.2"/24" O.C. 16"/19.2724" O.C. 16719.2724" 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/ 846d NAILS INTO TOP & BOTTOM PLATES Y2" 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. 3 Exterior Shearwall Sheathing Layout & Nailing Pattern SCALE: 1%" =1'_0" 4 Typical Shearwall Blocking LO.1 2 V4 .04.1j SCALE: Y4" = V-0" CONNECTOR SCHEDULES TYPICAL TRUSS STRAPPING UPLIFT REQUIREMENT RECOMMENDED SIMPSON CONNECTOR MODEL NO. UPLIFT CAPACITY LATERAL CAPACITY 0 - 500 LBS 11H2.5A" 600 LBS 110 LBS 500 - 1000 LBS "H10A" 1140 LBS 285 LBS 1000 - 1500 LBS "MTS12" + "H2.5A" 1600 LBS 110 LBS 1500 - 2500 LBS "HTS20" + "H10A" 2590 LBS 285 LBS 2-PLY GIRDER (3000 LB MAX) 11LGT2" + "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 "MSTI26" (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 3.0" 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 10% 0.037" 0.754" 4th Floor System 2x Wood Truss 18.0" 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 18.0" 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 4.040 4-Story Wood Shrinkage Calculation Schedule SCALE: N.T.S. v r.� ro tA ro v _0 E v r ,4-1 N U ro L 0 U ro L z ro U 0 C 4-1 .fl v C E L V) ro V) 0 .00 G G ,C v .Cl 4-1 ro a a N L C t ca G 0 U +r U 0 L a L tj L 0 0 ro U nut W a h C ro C 4-1 a N Iv _v 3 0 .2 L N Q) C W hC^ W O /vrim 4-+ 4- 0 4-1 .fl 1J 3 Q J }PORUME 61 W F m ARCHITECTURE & z INTERIOR DESIGN, INC. z PLANKING I ARCHITECTURE I IINTERIOR DESIGN W W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 W www.forumarchitecture.com W a 0 z a U z z W w 0 L 0 a W z co W D U U W F U U Q z D tY 0 IL n Zephyr Commons City of Zephyrhills, FL F Z C E 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM C. SCR99 ®®��ao��eseaao® Nse LP O 1rAT OF NAL 11ilHesW 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 dgital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W Structural Sections & C1 Details W W L. c6 W L U W I- U S4.04.1 y O W O Wood Stud Shear Wall Schedule for 4 Story Apartment Buildings O O TYPICAL STUD FRAMING ® EXTERIOR WALL SHEATHING (or UNIT SIDE OF PARTY WALL) INTERIOR WALL SHEATHING BASE CONNECTIONS @ BOTTOM OF SHEARWALL SHEARWALL PLAN MARK LEVEL TYPICAL STUDS NO. OF STUDS SHEATHING BASE SHEAR NAILING PATTERN 7 O NAILING PATTERN 7 O CONT. PLATE ANCHORAGE EACH END OF WALL @ (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 ROOF 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 180 7/6" CDX PLY WOOD 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 ® SHEATHING 10 WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. 3rd FLOOR TO 4th FLOOR 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-1" ® SHEATHING 10 WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. EXTERIOR WALL 2nd FLOOR TO 3rd FLOOR 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 350 %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-"HDU8-SDS2.5" 6,100 ® SHEATHING 10 WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. 1st FLOOR TO 2nd FLOOR 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 450 %6" CDX PLYWOOD WALL 8d @ 4" O.C. 8d @ 12" O.C. 5/" TYPE "X" GYPSUM #6x1%4" BUGLE HEAD #6x1%4' BUGLE HEAD %" 0 A307 A.B. (6" EMBED.) @ 1"HDUll-SDS2.5" 9,700 ® 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 %$' TYPE "X„ GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1"CS16" 1,000 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. 8 O WALLBOARD 3rd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 170 5/" TYPE „X„ GYPSUM #6x1%4' BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1"CS16" 1,600 4th FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. 114SW-2" ® WALLBOARD CORRIDOR WALL 2nd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 220 %$' TYPE "X" GYPSUM #6x1Y4" 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 %" TYPE "X" GYPSUM BUGLE BUGLE ---------- ---------- ---------- Y2" 0 A307 A.B. „ (6 EMBED.) @ 1"HDU5-SDS2.5" 4,700 2nd FLOOR SCREWS @ 4" O.0. SCREWS @ 4" O.0. WALLBOARD 24" O.C., TYP. O 4th FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 90 �" 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 "XII 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. - "4SW-3" @) WALLBOARD INTERIOR PARTY WALL 2nd FLOOR TO DBL. 2"x4" @ 16" O.C. (3) 2"x4" BLOCKED 135 %" TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- --------- --- ------ 2-16d @ 12" O.C. 1-"HDU2-SD2.5" 2,500 3rd FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. O WALLBOARD 1st FLOOR TO DBL. 2"x4" @ 16" O.C. (3) 2"x4" BLOCKED 170 %" TYPE "X" GYPSUM BUGLE BUGLE SCR4EWS ---------- ---------- ---------- %2" 0 A307 A.B. (6 EMBED.) @ 1"HDU5-SD52.5" 5,000 2nd FLOOR SCREWS @ 4" O CD @ 4" O.0. O @) WALLBOARD 24" O.C., TYP. O 4th FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 130 8" TYPE „X„ GYPSUM 1 n #6x1/4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD %t' TYPE "X,r GYPSUM 1 „ #6xl/4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD 2-16d @ 12" O.C. 1-"CS16" 1,400 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. SCREWS @ 6" O.C. SCREWS @ 6" O.C. 8 O WALLBOARD WALLBOARD 3rd FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 195 5/s t TYPE "X„ GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 " #6x1/4 BUGLE HEAD %" TYPE "X'r GYPSUM 1 „ #6x1/4 BUGLE HEAD 1 n #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'r 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. 0 @) WALLBOARD WALLBOARD 1st FLOOR TO DBL. 2"x4" @ 16" O.C. (3) 2"x4" BLOCKED 325 %$' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1%4" BUGLE HEAD %" TYPE "X" GYPSUM #6x1%4' BUGLE HEAD #6x1Y4' BUGLE HEAD Y2" 0 A307 A.B. (6" EMBED.) @ 1-"HDU14-SDS2.5" 11,600 2nd FLOOR SCREWS @ 4 O.C. SCREWS @ 4 O.C. SCREWS @ 4 O.C. SCREWS @ 4 O.C. 0 ® WALLBOARD WALLBOARD 24" O.C., TYP. NOTES: 10 SIMPSON "MASA" MUDSILL ANCHORS @ 21" O.C. MAYBE USED IN PLACE OF Y"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. 5O DBL. 2x4's ARE TO BE FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED, TYP. (U.N.O.) ( 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. O 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF THEY"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ SCHEDULED HOLDDOWNS EACH END OF WALL, TYP. © CONFIRM DIAMETER OF ANCHOR BOLT FOR HOLD-DOWN w/ STRAP MANUFACTURER & PROVED 6" MIN. EMBED., 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. 1 Wood Stud Shear Wall Schedule For 4 Story Apartment Buildings , 04, 2 J SCALE: N.T.S. EXTERIOR 2nd & 3rd Floors @ 3-Story 1st & 2nd Floors @ 2-Story 1st Floor @ 3-Story 2 1 Shearwall "T" Intersection 4.04.2% SCALE: 11z" = 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. EXTERIOR Ist Floor @ 3-Story 3 \ Shearwall Corner Intersection 0 04. 2 I 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. 1st Floor @ 3-Story 4 '\ Shearwall "T" Intersection • 0 , 2/ 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, 1st Floor @ 3-Story 5 \Interior Shearwall Intersection •04.7 % SCALE: 1312" = 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.). kA 0) ro ro _0 LL N L ,3 V ro tf L 0 U ro 0 .0 ro' ro U 0 Q) .i7 v c L v ro to '0 „0 W Ei :3 E v ro U n. ro r �3 LL C 0 +j U N 0 tA a r L In C 0 +r a 1A C ro ro d Z 4-1 00 3 0 L v v 00 W C 00 v S 4-1 4. 0 4-1 IA N .0 N 3 a J } m 0FORUME 0 ff a. m ARCHITECTURE & z INTERIOR DESIGN, INC. �. , k , ,n z O I2 W z z 0 U U 7 0 w D_ a K } z Q U Z z w W 0 2 x w Z z 1 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®o��oa0000ecae® ®o®®®® C. SC19%°®®®® q ® 0 -On° 2�� o �� TAT OF All NAL 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: Z�' SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 z w Structural Sections & 0 IX Details w I— z ar w D I— U w I— U S4.04.2 tr 0 w W u O N N O N in N 0 SIMPSON "LSTi @ 32" O.C. HEADER PER P & SCHEDULE, 1 BEAM & HEAD ANCHORAGE SCHEDULE, TY NAIL STUDS TC w/ 16d NAILS E @ 12" O.C. 2 SIMPSON "C5 2x BLOCKING UNDER STUDS @ HEADER FLOOR TRUSSE PER PLAN, TYP HEADER PER R & SCHEDULE, I BEAM & HEAD ANCHORAGE SCHEDULE, TY NAIL STUDS TC w/ 16d NAILS E @ 12" O.C. 2 SIMPSON "CS 2x BLOCKING UNDER STUDS @ HEADER FLOOR TRUSSE PER PLAN, TYP HEADER PER P & SCHEDULE,1 BEAM & HEAD ANCHORAGE SCHEDULE, TY NAIL STUDS TC w/ 16d NAILS E @ 12" O.C. 2 SIMPSON "C5 2x BLOCKING UNDER STUDS @ HEADER FLOOR TRUSSE PER PLAN, TYP HEADER PER P & SCHEDULE, 1 BEAM & HEAD ANCHORAGE SCHEDULE, TY NAIL STUDS TC w/ 16d NAILS E @ 12" O.C. 3 SIMPSON "SP ROOF TRUSSES @ 24" O.C. IMPSON STRAP PER 'LAN & SCHEDULE, rYP. EACH TRUSS rYP. CONNECTION OF ,IRDER TRUSS TO POST IMPSON SP2 EVERY )THER STUD 'ROVIDE DOUBLE TUD (MIN.) UNDER A. GIRDER, TYP. U.N.O.) VOOD STUDS 'ER PLAN, TYP. IMPSON CS20 VERY OTHER STUD 'LOOR TRUSSES 'ER PLAN, TYP. LOCKING w/ DBL STUD FLOOR SPACES, TYP. SIMPSON "CS20" VOOD STUDS 'ER PLAN, TYP. IMPSON CS20 VERY OTHER STUD LOOR TRUSSES 'ER PLAN, TYP. ;LOCKING w/ DBL STUD FLOOR SPACES, TYP. SIMPSON "CS20" VOOD STUDS 'ER PLAN, TYP. IMPSON CS20 VERY OTHER STUD LOOR TRUSSES 'ER PLAN, TYP. 'ROVIDE FULL BLOCKING N FLOOR SPACES, TYP. IMPSON "CS20" 'ACH STUD, TYP. OLID 2x BLOCKING @ -0" O.C. (MAX.), TYP. VOOD STUDS 'ER PLAN, TYP. IMPSON HTTl6 TYP. w/ 18) 16d NAILS @ STUDS D, TRUSS 1)SIMPSON SPl OR (1) 13 EVERY OTHER STUD '.T. BOTTOM PLATE TO 1AB CONNECTION PER 'LAN, TYP. (U.N.O.) LTYP GIRDER TYPICAL WALL HOLDDOWN 1 4.040 4T HIP GIRDER TRUSS )ROVIDE SIMPSON 'HCP2" NAIL TO TRUSS & TO DOUBLE )LATE BELOW IMPSON STRAP PER PLAN L 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. -LOOR TRUSSES )ER PLAN, TYP. )ROVIDE FULL BLOCKING N FLOOR SPACES, TYP. >IMPSON "CS20" =ACH STUD, TYP. )OUBLE STUD 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. )OUBLE STUD ;OLID 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" EACH STUD, TYP. )OUBLE STUD >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 CLAN, TYP. (U.N.O.) WALL @ HIP END WALL @ GABLE END Typical Bearing Stud Wall Holddown Elevation - 4 Story SCALE: %$' = P-0" ;IMPSON STRAP PER PLAN St SCHEDULE, TYP. EACH TRUSS 4T GABLE END TRUSS )ROVIDE SIMPSON _TSA24 NAIL TO TRUSS St 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" 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" EACH STUD, TYP. DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. (1)SIMPSON SPl OR (1) H3 EVERY OTHER STUD P.T. BOTTOM PLATE TO SLAB CONNECTION PER PLAN, TYP. (U.N.O.) PRE-ENGINEERED Rc & GIRDER TRUSSES, SIMPSON "HTT4" T & BOT. w/ THREAE ROD, TYP. 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 BLOCKIN( @ EACH VERT. STUD 11 FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE VERT. IN TRUSS AS REQT TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HTT4 TC BOT. w/ THREADEI ROD THRU FLOOR _SOLID 2x BLOCKIN 5-0" O.C. (MAX.), " PROVIDE (4) 2x4 STU UNDER EACH GIRDEI 110 THRU BOLTS @ OR 16d NAILS EACH 1 12" O.C. TYP. (U.N.O. PROVIDE 2x BLOCKIN( @ EACH VERT. STUD 11 FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDI VERT. IN TRUSS AS REQT TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HT74 TC BOT. w/ THREADEI ROD THRU FLOOR -SOLID 2x BLOCKIN 5'-0" O.C. (MAX.), " PROVIDE (4) 2x4 STU UNDER EACH GIRDEI 12"O THRU BOLTS @ OR 16d NAILS EACH I 12" O.C. TYP. (U.N.O. PROVIDE 2x BLOCKIN( @ EACH VERT. STUD 11 FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDI VERT. IN TRUSS AS REQT TRANSFER LOADS THRU FLOOR SYSTEM SIMPSON HTT4 TC BOT. w/ THREADEI ROD THRU FLOOR SOLID 2x BLOCKIN 5'-0" O.C. (MAX.), " SIMPSON HTT4 I L �° ` L FOUNDATION FOUNDATION a° TYP. GIRDER HOLDDOWN FOR GIRDERS Uplift Load More Than 3,000 LBS. :2: Girder Truss Connections - 4 Story .04• SCALE: V = 1'-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)/2" 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 Y16' 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. In v 41 ro b _0 5: v C 14-1 U C ro L 0 U U ro ,C t L. t ro ro U 0 v C A 0 C E L 01 +j Iv ro '0 0 U bC4 .II G E E Q) A ro U n. 0. (0 v L +'1 C �3 n. E 0 U +-1 U 0 L a L +-1 S. 0 4. V, C 0 ro U 4. U a C ro V) C ro o, N L +r v v 3 0 s_ v C C W C �o v 0 r +, 4- 0 +r to v 3 Q J } 4] FORUME H m 0 ARCHITECTURE & N C; INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE I INTQtIOR DESIGN U) W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 W www.forumarchitecture.com w Zephyr Commons City of Zephyrhills, FL ? ' _ C. .E T y m . _ . 1. 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM 0��®640800➢OD000 0 '° Cleo * o m _ o 0 0 o 00 TAT OF o ONAL ��OMWO� 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: z� SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 I. IA W Structural Sections & 0 Details ry W Z co 11 9W 0 T U S4.04.3 ry 0 0 SIMPSON "LSTA24" @ 32" O.C. 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 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 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 FLOOR TRUSSES PER PLAN, TYP. °o LL Q 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 6':J�tAxaa FOUI\tDTIQN :. TYP. HEADER TYP. STUD/TRUSS HOLD DOWN TYPICAL WALL 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.) TYP GIRDER HOLDDOWN 4T HIP GIRDER TRUSS PROVIDE SIMPSON -ICP2 NAIL TO TRUSS SL TO DOUBLE STUD 3ELOW IMPSON STRAP PER CHEDULE, TYP. EACH 'RUSS LID 2x BLOCKING MID -SPAN, TYP. DUBLE STUD DOD STUDS R PLAN, TYP. DOR TRUSSES R PLAN, TYP. DUBLE STUD LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS R PLAN, TYP. DOR TRUSSES R PLAN, TYP. DUBLE STUD LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS R PLAN, TYP. DOR TRUSSES R PLAN, TYP. IRRI-BOLT REQ'D. LID 2x BLOCKING MID -SPAN, TYP. DOD STUDS R PLAN, TYP. DUBLE STUD BOTTOM PLATE TO B CONNECTION PER N, TYP. (U.N.O.) c r r cur BIRDER WALL @ HIP END GIHOLDDOWN DERS WALL @ GABLE END 3 i 2l 4T GABLE END TRUSS )ROVIDE SIMPSON _TSA24 NAIL TO TRUSS S<TO DOUBLE STUD 3ELOW @ 32" O.C. >IMPSON STRAP PER SCHEDULE, TYP. EACH TRUSS ;IMPSON SP2 EVERY DITHER STUD DOUBLE STUD SOLID 2x BLOCKING @ 5-0" O.C. (MAX.), TYP. WOOD STUDS PER PLAN, TYP. OOR TRUSSES :R PLAN, TYP. OUBLE STUD )LID 2x BLOCKING MID -SPAN, TYP. 1OOD STUDS :R PLAN, TYP. OOR TRUSSES :R PLAN, TYP. iOUBLE STUD )LID 2x BLOCKING MID -SPAN, TYP. 1OOD STUDS :R PLAN, TYP. OOR TRUSSES :R PLAN, TYP. JRRI-BOLT REQ'D. )LID 2x BLOCKING MID -SPAN, TYP. 1OOD STUDS :R PLAN, TYP. IOUBLE STUD BOTTOM PLATE TO Q CONNECTION PER 4N, TYP. (U.N.O.) Typical Wood Stud Bearing Wall Elevation w/ C.R.T.S. - 4 Story Building 2 4.04. SCALE: %" _ ,r-0" \54.040 PRE-ENGINEERED RC & GIRDER TRUSSES, HURRI-BOLT AS REC SOLID 2x BLOCKINI 5'-0" O.C. (MAX.), -I PROVIDE (4) 2x4 STUI UNDER EACH GIRDEF Y2"O THRU BOLTS @ OR 16d NAILS EACH F 12" O.C. TYP. (U.N.O., —PROVIDE 2x BLOCKNNC @ EACH VERT. STUD It FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE VERT. IN TRUSS AS REQ'E TRANSFER LOADS THRU FLOOR SYSTEM HURRI-BOLT AS REC —SOLID 2x BLOCKIN, 5-0" O.C. (MAX.), l PROVIDE (4) 2x4 STU UNDER EACH GIRDEF %"QJ THRU BOLTS @ OR 16d NAILS EACH F 12" O.C. TYP. (U.N.O. —PROVIDE 2x BLOCKIN( @ EACH VERT. STUD It FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE VERT. IN TRUSS AS REQ'E TRANSFER LOADS THRU FLOOR SYSTEM �— HURRI-BOLT AS REC SOLID 2x BLOCKIN, 5-0" O.C. (MAX.), l -PROVIDE (4) 2x4 STU UNDER EACH GIRDEF Y"0 THRU BOLTS @' OR 16d NAILS EACH F 12" O.C. TYP. (U.N.O. —PROVIDE 2x BLOCKIN( @ EACH VERT. STUD It FLOOR SPACE, TYP. TRUSS ENG. TO PROVIDE VERT. IN TRUSS AS REQ'E TRANSFER LOADS THRU FLOOR SYSTEM SOLID 2x BLOCKIN, 5-0" O.C. (MAX.), l HURRI-BOLT AS REC U R : U -1 ° fOUN.DA�'ION F0,UI�IDATIQN TYP. GIRDER HOLDDOWN FOR GIRDERS C.R.T.S. Wall Elevation for Girder Truss Uplift Loads more than 3,000 lb. - 4 Story 1 SCALE: %$' = F-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 Y" 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 F-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 Y16' 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. tA Q) +.i ro ro v 0 FL N L C 3 V C ro 0 U U ro +t S. C +-j 7 ro ro U 0 v C 4-j '10 C �C L ly tA ro 0 b4 11 G G C ,C N ,fl ro U a a ro N C +j .0 .+-1 3 cn. G 0 U U Iv 0 4-1 a C +r L 0 4. 0 ro U 4= U N a in C ro 1n ro n, .0 4-1 b0 'D v 3 0 C L. Iv C C W C bo v 0 Iv s +j 4. 0 +j kA 3 Q J Y m 0 w F FORUME a. ARCHITECTURE & L z INTERIOR DESIGN, INC. P'LAI�ANG I ARCHITECiURE I IMERIOR DESIGN 2 w 0 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830.1400 lu www.forumarchitecture.com W Zephyr Commons City of Zephyrhills, FL s I K i j 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/662-2086 0 FAX 407/682-2386 WWW.SCD-ENG.COM 009aoo¢ooaoJ a C CRP >3 ° o m o o 02 �7,�22 �© TAT 0� 0 D0��0 NAL Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C, Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, SET DISTRIBUTIONS: U z z c� W 0 fr 0 1 W P- z o5 W I— U W 2 U y 0-1 IL no SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S4.04.4 ON LL c 0 E 0 v s a v N 0 N O Q) •o a N 0 CN L i 4 E s_ 0 LL Q) N N ro H Li ro kA ro SHEATHING PER FIRE BLOCKING PER SHEATHING PER SCHEDULE, TYP. ARCH. DWGS., TYP. 0 SCHEDULE, TYP. CONT. 2x BOTTOM PLATE SHEATHING PER SCHED., TYP, GYP-CRETE TOPPING LL WOOD STUD WALL PER PER ARCH. DWGS. WOOD STUD WALL PER GYP-CRETE TOPPING PER ARCH. DWGS. PLAN &SCHEDULE, TYP. 2-16d NAILS AT GYP-CRETE TOPPING WOOD STUD WALL PER ---- ER PLAN &SCHEDULE, TYP. C PLAN & SCHEDULE, TYP. EACH TRUSS PER ARCH. DWGS. FLOOR SHEATHING PER .0 FLOOR SHEATHING PER FLOOR SHEATHING PER ARCH. DWGS., TYP. FIN. FLOOR ARCH. DWGS., TYP. ARCH. DWGS., TYP. FLOOR SHEATHING PER SEE PLAN ARCH. DWGS., TYP. Q) TRUSS TO TRUSS CONNECTIONS C 2x4 BLOCKING BETWEEN 2-16d NAILS TOE 2x4 WOOD BLOCKING BY TRUSS ENGINEER, TYP. GYP-CRETE TOPPING TRUSSES. FASTEN w/ 2 12d NAILED EACH END. BETWEEN TRUSSES, TYP. PER ARCH. DWGS. 2 NAILS EACH END, TYP. 0 U U ro TRUSS BRG. SEE PLAN 'C SIMPSON STRAP PER PLAN, TYP. PRE-ENG. WOOD PRE-ENG. WOOD 16d NAILS AT TRUSS, TYP. 8" O.C., TYP. PRE-ENG. TRUSS j ,O TRUSS PER PLAN, TYP. CONT. 2x10 RIPPED TO FIT—Z WOOD STUD WALL PER 2x4 BLOCKING BETWEEN TRUSSES. FASTEN w/ 2 12d NAILS EACH END, TYP. 2x BLOCKING BETWEEN TRUSSES CONT. DBL. 2x WOOD C PLAN & SCHEDULE, TYP. WOOD STUD WALL PE TOP PLATE, TYP. WOOD STUD WALL PER PRE-ENG. TRUSS TRUSS ro CONT. DBL. 2x WOOD PLAN & SCHEDULE, TYPR. PLAN & SCHEDULE, TYP. BEYOND U 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 ) Truss ri'C Bearing @ Endwall 2 Truss Bearing @ Interior Wall 3 Truss Bearing @ Interior Party Wall 4 Truss Bearing @ Girder Truss SCALE: Y4' = 1'-0" 54 SCALE: Y4' = 1'-0" S4.11 SCALE: %4" = P-0" 54.11 E SCALE: %4" = 1'-0" 54.11 .11 v +-1 v '0 ro t^ '0 0 NOTE: DIAGONAL BRACING OCCURS @ 4'-0" O.C., TYP. NOTE: DIAGONAL BRACING WOOD STUD WALL PER C OCCURS @ 4'-0" O.C., TYP. PLAN &SCHEDULE, TYP. SHEATHING PER PLAN, TYP. 2x4 BLOCKING BETWEEN TRUSS TOP CHORDS @ KICKER. FASTEN SHEATHING TO TOP BLOCKING SHEATHING PER CONT. 2x BOTTOM PLATE SHEATHING PER FIRE BLOCKING PER ARCH. DWGS., TYP. SHEATHING PER ~ C WOOD STUD WALL PER w/ (5) 10d NAILS @ 4" O.C., TYP. SCHEDULE, TYP. SCHEDULE, TYP. SCHEDULE, TYP. 00& PER LTYP. PLAN &SCHEDULE, TYP. GYP-CRETE TOPPING GYP-CRETE TOPPING GYP-CRETE TOPPING P SCHEDULE, C CONT. 2x BOTTOM PLATE PER ARCH. DWGS. WOOD STUD WALL PER PER ARCH. DWGS. CONT. 2x BOTTOM PLATE PER ARCH. DWGS. G C FLOOR SHEATHING PLAN & SCHEDULE, TYP. FLOOR SHEATHING PER FLOOR SHEATHING PER GYP-CRETE TOPPING PER ARCH. DWGS. G PER PLAN, TYP. ARCH. DWGS., TYP ARCH. DWGS., TYP. CONT. 2x BOTTOM PLATE C FIN. FLOOR SEE PLAN FLOOR SHEATHING PER C x x ARCH. DWGS., TYP. G - -" FIN. FLOOR PRE-ENGINEERED LADDER TRUSS SEE PLAN 1� w/ VERT. MEMBERS @ 24" O.C. 2x4 FLAT BLOCKING x ro (MAX.), TYP. 4'-6± w/ (2) 16d NAILS " U x x EACH TRUSS 1st 2 BAYS a x TRUSS BRG. _----- _ -- - - _. --- --- _----- ---- _- -- - - -_ a ro SEE PLAN ty SIMPSON STRAP PRE-ENG. WOOD PRE-ENG. WOOD TRUSS PER PLAN, TYP. PRE-ENG. WOOD PRE-ENG. WOOD TRUSS PER PLAN, TYP. PRE-ENG. WOOD TRUSS PER PLAN, TYP. Alk TRUSS BRG. - - -- - SEE PLAN - -- +' PER PLAN, TYP. TRUSS PER PLAN, TYP. TRUSS PER PLAN, TYP. WOOD STUD WALL PER 2x4 DIAGONAL BRACE @ 48" O.C. CONT. DBL. 2x WOOD TOP PLATE, TYP. PRE-ENGINEERED LADDER TRUSS wf VERT. MEMBERS CONT. 2x10 TOP PLATE PRE-ENG. WOOD TRUSS PER PLAN, TYP. PRE-ENG. WOOD ,� 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 �. SHEATHING PER TOP PLATE, TYP, PLAN & SCHEDULE, TYP. SCHED., TYP. TYP. SCHED., TYP. G PLAN, TYP. E U +•+ U v o 5 Deck Bearing @ Endwall 6 Deck Bearing @ interior Wall 7 Deck Bearing @ Interior Party Wall g Wall/Truss Bearing r Tr @ Girder Truss a 54.11 SCALE: %4" = 1'-0" 54.11 SCALE: %4' = 1'-0" S4.11 SCALE: Y4' = P-0" +' 54.11 SCALE: Y4" = 1'-0" '1' ✓'T 'T ✓'T L 0 1z It U v:. 'u a h C SHEATHING PER WOOD STUD WALL PER NOTE: DIAGONAL BRACING ro PRE-ENG. HANDRAIL & NOTE: DIAGONAL BRACING GLAZING & CONNECTIONS SCHEDULE, TYP. PLAN & SCHEDULE, TYP. OCCURS @ 4'-0" O.C., TYP. '^ C CONNECTION PER ARCH. DWGS., TYP. OCCURS @ 4'-0" O.C., TYP. PER ARCH. DWGS., TYP. H3-08 WOOD BLOCKING @ CANOPY:\� "HUC" L.W. CONC. TOPPING CONT. 2x BOTTOM PLATE ro SUPPORT WITH SIMPSON PER ARCH. DWGS. a 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. +' FLOOR SHEATHING PER FLOOR SHEATHING PER ARCH. DWGS., TYP. CONNECTION BY SPECIALTY SLOPE &DRAIN PER FLOOR SHEATHING PER ARCH, DWGS., TYP.00 ARCH. DWGS., TYP. SIMPSON "H2.5A" FIN. FLOOR ENGINEER, TYP. ARCH. DWGS., TYP. FIN. FLOOR EACH TRUSS, TYP. SLOPED TOP CHORD x x SEE PLAN . •.. ... --- --- xx xx 3 0 SIMPSON SIMPSON "HUS" PER SIMPSON C P. SCHEDULE, TYP. "H2.5A", TYP. xAlk TRUSS BRG.�j SEE PLAN xl L� x - --- --- -- TRUSS BRG. SEE PLAN L 0)- C WOOD HEADER PER PLAN & SCHEDULE, TYP. DBL. 2x8 P.T. WOOD LEDGER DIAGONAL BRACING PER CONT. WOOD BEAM PER DBL. 2x8 P.T. WOOD LEDGER DIAGONAL BRACING PER ,, � 3 w/ (2) /$ O x 6 LONG LAG 5/S4.12 @ 48 O.C., TYP. PLAN & SCHEDULE, TYP. PRE-ENG. BALCONY w/ (2) 8"O x 6" LONG LAG 5/54.12 @ 48 O.C., TYP. W 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 C FASTEN w/ 2 12d NAILS EACH END, SEE ARCH. PLATE, TYP. SIMPSON w/ VERT. MEMBERS @ 24" O.C. STRAP pp SIMPSON STRAP TYP. (MAX.), TYP. PER PLAN, TYP. DBL. 2x CONT. WOOD PER PLAN, TYP. DBL. 2x CONT. WOOD �N WOOD HEADER PER PLAN PLATE, TYP• SHEATHING PER WOOD STUD WALL PER PLAN &SCHEDULE, TYP. PLATE, TYP. & SCHEDULE, TYP. GLAZING & CONNECTIONS SCHEDULE, TYP. PER ARCH. DWGS., TYP. 4-• 9 BalconyTruss/Deck Bearing EndwallK01Q g @v Balcon section @ Pre -en ineered g Canopy S4.1 1 SCALE: %4' = 1'-0" S4.1 1 SCALE: 3/4" = 1'-0" v 4-1 3 d J } co W 0 FORUME ARCHITECTURE & Z INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I KrEMORDESIGN W w 0 K 0 237 S. Westmonte Drive, Suite 220 Z Altamonte Springs, FL 32714 co 407.830.1400 z z O U U 7 0 0 W } z U z z W 0 O a W z 05 w 1— U W N S U Q i O W N www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL I low - r 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 . FAX 407/682-2386 WWW.SCD-ENG.COM ®®��p9V068906�g®® O ° TAT OF Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S4.11 Q N N 0 Q N O {v+ tA Iro VERT. REINF. IN SOLID GROUTED CELL PER SHEATHING PER SHEATHING PERPLAN, PLAN & SCHEDULE. PROVIDE 48 BAR 0 LAP 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 LADDER REINF. @ FASTEN w/ 2 12d NAILS EACH END, P. PROVIDE 48 BAR QS 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 *' PER ARCH. DWGS. PER ARCH. DWGS. 8" CMU w/ HORIZ. LADDER PER ARCH. DWGS. PLATE, TYP. PER ARCH. DWGS. PLATE .0 ,I,., FLOOR SHEATHING SHEATHING REINF. @ 16" O.C., TYP, PLYWOOD SHEATHING PLYWOOD SHEATHING PER PLAN, TYP. AlkFLOOR FIN. FLOOR SEE PLAN PER PLAN, TYP. FIN. FLOOR SEE PLAN PER PLAN, TYP. FIN. FLOOR SEE PLAN PER PLAN, TYP. FIN. FLOOR SEE PLAN U C - - 7A PRE-ENGINEERED LADDER 2x4 WOOD BLOCKING s. TRUSS w/ VERT. MEMBERS BETWEEN TRUSSES, TYP. 0 _ @ 24" O.C. (MAX.), TYP. • U U CONT. "BB-1" BOND BEAM, TYP. - - N e CONT. "BB-V BOND BEAM, TYP. CONT. "BB -I" BOND CONT. "BB -I" BOND C BEAM, TYP. BEAM, TYP. PRE-ENG. WOODJ PRE-ENG. WOOD PRE-ENG. WOOD #5 VERT. REINF. IN SOLID TRUSS PER PLAN, TYP. GROUTED CELL @ 32" O.C., TYP. 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. 2x � DBL 2x10 LEDGER PLATE w/ 12"!D HILTI "HAS" SIMPSON "H2.5" EACH DBL. 2x4 TOP 2x4 WOOD BLOCKING PLATE, TYP. BETWEEN TRUSSES, TYP. PLATE, TYP. (t5 THREADED RODS DRILLED &EPDXIED 41 " (� TRUSS, TYP. (U.N.O.) 2x WOOD STUD WALL 8" CMU, TYP. EMBED.) @ 32" O.C. STAGGERED w/ HILTI DBL 2x10 LEDGER PLATE w/YFO HILTI PER PLAN & SCHED., TYP. "HY-150" INJECTION ADHESIVE, TYP. "HAS" THREADED RODS DRILLED & VERT. REINF. IN SOLID 2x WOOD STUD WALL PER _ 8" CMU, TYP. 0 EPDXIED (4Y2" EMBED.) @ 24" O.C. GROUTED CELL PER PLAN & SCHED., TYP. - STAGGERED w/ HILTI "HY-150" SCHEDULE N C INJECTION ADHESIVE, TYP. Deck Bearing @ Truss Bearing @ .� 1 CMU Elevator Shaft Wall 2 CMU Elevator Shaft Wall 3 Deck Bearing @ Wood Stud Wall q• Truss Bearing @ Wood Stud Wall 54.12 SCALE: Y4' = 1'-0" (/f SCALE: YW = 1'-0" �S,4.12 SCALE: %4" = 1'-0" C/) SCALE: Y4" = 1'-0" y .12 .7'T✓'T .12 Q) v lA h 0 n�N�/� V 1211 #5 Z-BAR LAP 8" NOTE: COORDINATE BEARING PLATE ELEVATIONS C BEAM & WALL BEAM & WALL TOP & BOT. DOWEL WITH TOP OF STEEL ELEVATIONS, TYP. - SEE PLAN 'Lj EXTENSION WF BEAM PER PLAN NOTE: FULLY GROUT ALL VOIDS BETWEEN 70P & „Q LAP VERT. REINF. 48 BAR O's 2 BOTTOM FLANGES, TYP. EACH SIDE OF BEAM, TO VERT. REINF. P C 8"x16" C.I.P. CONCRETE ABOVE SLAB WHERE REQ'D., TYP. w PROVIDE CONTINUITY OF CMU PILASTER BEARING LAP 48 BAR sETYFN. PRE-ENGINEERED STAIR & C BEAM w/ (2) #5 TOP & m CAPACITY ABOVE & BELOW, TYP. LANDING, TYP. BOTTOM & #3 STIRRUPS , a z @ 8" O.C., TYP. ° ° O m 11/2" 11/2" _ c� G FIN. FLOOR FIN. FLOOR 7 d FIN. FLR. &LANDING ° N EL. SEE PLAN EL. SEE PLAN S4.12 SEE PLAN J - U d • "KO-1" BOND BEAM CONT. .` :. (6) #5 CONT. IN 8"x24" NC / I� 54.12 BB-1 II. rtl POURED MONOLITHIC w/ SOLID GROUTED CMU O BEARING PLATE %4'x6"x BEAM �� CONCRETE BEAM, TYP. TIE BEAM, TYP. _ V FLANGE WIDTH PLUS 6" FOR I� CONNECTION BY STAIR DESIGNER ,� a• ° 8" C.M.U. w/ (2) %"0 x 8" WF BEAM INTO SOLID GROUTED BOND +' LONG ANCHOR BOLTS III (PER PLAN) 8" CMU TYP.BEAM, TYP. C 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 iL @ 16" O.C., TYP. TO PROPER ELEVATION. GROUT POCKET CONCRETE OR E SOLID AFTER BEAM PLACEMENT MASONRY COLUMN AT EXTERIOR WALL LOCATIONS HOLD END 0 ORIGINAL TIE BEAM ALTERNATE TIE BEAM OF BEAM TO INSIDE OF BLOCK SHELL. U U Typical Reinforcing @ o 5 Typical Tie Beam @ Elevator Core 6 CMU Wall Penetration 7 WF Beam Bearing @ CMU g Typical Tie Beam Detail @ Stair a SCALE: Y4' = 1'-0" SCALE: Y4' = F-0" SCALE: Y4' = 1'-0" � SCALE: %4' = 1'-0" S4.12 54.12 54.12 54.12 1. 0 4,. IA 0I U'I U N, d 8" CMU w/ HORIZ. REINF. PRE-ENGINEERED STAIR & @ 16" O.C., TYP. (U.N.O.) LANDING, TYP. V1 1 a' Q) ROOF SHEATHING & FASTENERS PER PLAN, TYP. N SIMPSON "A35", TYP. CONNECTION BY STAIR DESIGNER v SLOPE a INTO SOLID GROUTED BOND BEAM, TYP. "HUS28" 3 SIMPSON PER a STRAP PER PLAN, TYP. SCHEDULE, TYP. a CONCRETE BEAM & REINF. PER NAIL @ 6" O.C. w/ PLAN POURED MONOLITHICALLY N 6d COMMON NAILS a w/ CONCRETE SLAB, TYP. C PRE-ENG. WOOD C W 2x WOOD FASCIA PER ARCH. ROOF TRUSS DWGS w/ 2-8d COMMON •° NAILS EACH TRUSS, TYP. PRE -CAST LINTEL PER PLAN @ SCHEDULE, TYP. v 0 VERT. REINF. PER PLAN & SCHED. v w/ STD. HOOK @ TOP, TYP. .0 4. 0 9 Low Roof Section @ CMU Stair 54.12 SCALE: Y4" = F-0" Q) 0 3 a J } m W F n7 0 O to U z z U) w 0 0 W w z W W W u_ 0 Lo z 0 a U _ 0 0 E 0' 0 vi z 0 N_ W o! u z 0 U U 7 0 0 o_ W r Q 0 Z a 0 W W z 0 0 W t- 0 z U w 0 O fL fL W U W N w _ F_ 0 IL r J z 0 0 w Lo W a z a U Z z 0 W w af 0 a W Z E rd FORUME ARCHITECTURE & INTERIOR DESIGN, INC. R AW MG I AII;N FM I NTMM DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL I kA�- 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®®a�aou�aa�a�oo 0 ® ° U V ed/ OF o Z®R69�°���� a�uo9oo�®®® Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W Structural Sections & 0 Details a W I— z co n it U S4.12 O IL O h r Ili ROOF TRUSS NOTES: 20 PSF ROOF LIVE LOAD (REDUCIBLE) ro +j 1. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND kA LOADS SHOWN AND ALL COMBINATIONS OF THESE LOADS AS SET FORTH IN THE FLORIDA c0 BUILDING CODE. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DESIGN CRITERIA. TRUSS SHEATHING C.B. T) FABRICATOR SHALL SUBMIT S&S SHOP DRAWINGS & DESIGN CALCULATIONS SEALED BY A L PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED FOR 10 PSF TOP CHORD DEAD LOAD, TYPICALLY REVIEW PRIOR TO TRUSS FABRICATION. 2x4 DIAGONAL BRACE (@ EA. END WALL AND @ 20'-'-0" (15 PSF TOP CHORD DEAD LOAD @ OVERFRAMED AREAS) MAX. INTERVALS ALONG v 2. ROOF DEAD LOADS SHOWN SHALL BE DIVIDED EQUALLY BETWEEN TOP AND BOTTOM .0 10 PSF BOTTOM CHORD DEAD LOAD, TYPICALLY CHORDS TO ACCOUNT FOR DEAD LOAD OF ROOFING AS WELL AS HANGING MECHANICAL LATERAL BRACE. +' r AND CEILING DEAD LOADS. � 3 3. WIND LOADS SHOWN ARE FOR WINDS APPROACHING FROM THE LEFT OF THE TRUSS CONTINUOUS LATERAL BRACE (CB) ASREQUIRED BY TRUSS DESIGN AND ELEVATIONS SHOWN. FABRICATOR SHALL DESIGN AND FABRICATE ALL TRUSSES 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 C WIND LOAD MAY BE USED TO RESIST UPLIFT, TYP. S DIRECTION ��� PLO ►rid AVU� 4. SEE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, AND ROOF FRAMING PLANS FOR U ADDITIONAL DEAD LOADS ON TOP OR BOTTOM CHORDS OF TRUSSES DUE TO MECHANICAL WEB MEMBER U EQUIPMENT, WHERE APPLICABLE. 450 ± ro J CONTINUOUS BOTTOM BRACE (BB) 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 #H THAN 10 FT. O.C. COMMENTARY AND RECOMMENDATION, BWT-76 (TRUSS PLATE INSTITUTE). INSTALL BRACING AS 'L 6. POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING THE TRUSSES ARE ERECTED. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THE 0 TRIBUTARY WIDTHS GREATER THAN 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 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 C 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 b ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. ANY ONE AREA & THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. U SEE NOTE #4 7. COORDINATE ROOF CONFIGURATION, SLOPE, DIMENSIONS, OVERHANGS, HIPS AND VALLEYS 0 WITH ARCHITECTURAL DRAWINGS, TYPICALLY. 2• ALL BRACING (DB,CB,BB) SHOWN 1N 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 Q .0 8. TRUSS WEB CONFIGURATIONS SHOWN IN TRUSS ELEVATIONS ARE SCHEMATIC IN NATURE. DIAGONAL BRACES @ 20'-0" MAX. P 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 9 WITH ARCHITECTURAL AND MECHANICAL SPACE REQUIREMENTS. 1 g' 2 Typical Wood Truss Bracing@EA.7RUSSlNTERSECTION. 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 C �S4.21 SCALE: %' = 1'-0" TRUSS SYSTEM, TYPICALLY. ��.� SCALE: N.T.S. E L. Iv tA (0 BLOCKING REQUIRED N BETWEEN OUTRIGGERS HURRICANE CLIP "H2.5" @ 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 U 7/6" STRUCTURAL 2x4 BLOCKING @ @ 24" O.C. SHALL BE BRACED AND SECURED, IN PLACE, AS DETAILED. 04 ROOF SHEATHING SHEATHING JOINT C 4" FROM GABLE U-HANGER 2x4 BARGE 1. GABLE TRUSS SHALL HAVE 2x4'S ADDED TO THE SOME GABLE ENDS MAY REQUIRE OTHER TYPES OF 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 THESE CONDITIONS. C NAILS AT 12 INCHED ON CENTER - SEE GABLE END ,p ® BRACING DETAIL ® E TOP CHORD OF GABLE 2. THE RAKE OVERHANG FROM A GABLE END SHALL NOT SECURE VERTICAL 2x4 "L" BRACES 7 2x4 X-BRACE @ VERHAN END TRUSS DROP 3%" EXCEED 24 INCHES WITH AN OUTRIGGER BACK A w/ 10d NAILS @ 16" O.C., TYP. j E i 8'-0" O.C. PER ARCH MINIMUM OF 24 INCHES. 2x4 SCAB CONT. o C TOP TO BOTTOM CONT. 2x4 SCAB FROM TOP TO _x 3. 2x4'S "X" BRACING SHALL BE REQUIRED AT GABLE ENDS i GABLE END STUDS @ 00 E 00 E CHORD @ 8" BOTTOM CHORD @ X-BRACING MORE THAN 48 INCHES TALL, NOT TO EXCEED 8 FEET 24" O.C. (MAX.), TYP. Z FROM GABLE (PROVIDE ADDITIONAL 2x4" @ ON CENTER. q F= VERTICAL IF HIGHER THAN 60" TO 00 FROM AN "L" SHAPE - SEE "4/S-6.1") 4. THE "X" BRACE SHALL EXTEND NO LESS THAN 8 FEET O Q H U (3) 12D NAILS, BEYOND THE GABLE END. UNLESS IT IS CONNECTED o L a TO A GIRDER TRUSS. THE MAXIMUM UNSUPPORTED Ln V a TYPICAL @ 2x4 BLOCKING 48 O.C. BETWEEN LENGTH OF THE "X" BRACING MAY NOT EXCEED 10 (10 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 C 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. a. 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 "C522" @ 48" O.C., TYP. 7. ALL NAILING FOR ROOF SHEATHING ON A GABLE END SHALL BE 4 INCHES ON CENTER WITHIN 4 FEET OF THE 0 3 Typical Gable End Framing/Bracing Detail GABLE TRUSS WITH BLOCKING FOR ALL EDGES WITHIN q. Gable End Bracing Detail (Vult < 150 MPH) a THAT 4 FOOT AREA. 54.21 SCALE: N.T.S. S4a21 SCALE: N.T.S. t sr 0 v. V1 0 U GIRDER TRUSS U n. rIONS BY -MUST TH FT )NS SIMPSON S IM PSON"F ED R WOOD TOP ER PLAN & TYP. D COLUMN SCHEDULE, SIMPSON"HTT2 5 Girder Truss 6 Girder Truss Bearing @ Wood Stud Wall r 7 S4.21 SCALE: N.T.S. S •21 SCALE: N.T.S. S4a21 ED WOOD , TYP. !x WOOD TOP AS REQ'D., TYP. wvvu rirAur-K PER PLAN & SCHEDULE, TYP. Girder Truss Holddown @ Wood Header SCALE: N.T.S. C NOTE: G.C. TO COORDINATE HOLD DOWN ro LOCATIONS w/ TRUSS LAYOUT, TYP. C ro a v PER -ENGINEERED .0 GIRDER TRUSS SIMPSON STRAP PER PLAN, TYP. 4-1 r v b4 v 3 0 d C DRILL & EPDXY HILTI "HAS" ROD _ (DIAMETER PER STRAP MANUF.) w/ 6" MIN. EMBEDMENT. USE HILTI N "HY-150" INJECTION ADHESIVE, TYP. N l� II r W C 04 MASONRY BOND BEAM OR 7 CONCRETE BEAM PER PLAN, Q TYP. N 8 Girder Truss Holddown4.0 0 S41 SCALE: 3/q" = F-0" 1 ^W .LJ v • 0 3 Q J FORUME W m a. ARCHITECTURE & Us z IIV I CrCIVR LJCJIVIV, IIVI�. Z PLANNING I ARCHITECTURE I KrERIORDESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL U C. , T 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 i TEL 407/682-2086 a FAX 407/682-2386 WWW.SCD-ENG.COM i ��@9V6�dp99 ®®® /// ®®® C°°SCRO, B�eo m ®O ° TAT OF ° Q ° 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 i considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO, 21-020 FORUM PROJECT NO. 4097 U z z W 0 0 a W z 06 W H U W F S U Q Ir 0 LL n_ Structural Sections & Details S4.21 J I— ro ro 'L _0 LJ. ROOF SHEATHING & ROOF SHEATHING & TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING TRUSS MANUF. TO PROVIDE VER . MEMBER OVER BEARING POINT, .0 FASTENERS PER PLAN, TYP. ® FASTENERS PER PLAN, TYP. POINT, TYP. (U.N.O.) TYP. (U.N.O.) t ® � SIMPSON STRAP SLOPE®� SIMPSON STRAP SLOPE® 3 PER PLAN, TYP. PER PLAN, TYP. TRUSS BRG. SEE PLAN Alk TRUSS BRG. SEE PLAN u C (0 NAIL @ 6" O.C. w/ 6d COMMON NAILS ® TRUSS BAG. SEE PLAN NAIL @ 6" O.C. w/ 6d COMMON NAILS ® TRUSS BRG. SEE PLAN SIMPSON STRAP U SIMPSON STRAP PER PRE-ENG. WOOD ROOF TRUSS PRE-ENG. WOOD ROOF TRUSS PRE-ENG WOOD TRUSS PER PLAN, TYP. SCHEDULE, TYP. PRE-ENG WOOD TRUSS PER PLAN, TYP. CONT. DBL. 2x WOOD U ro 2x WOOD FASCIA PER ARCH. DWGS w/ 2-8d 2x WOOD FASCIA PER ARCH. DWGS w/ 2-8d WOOD STUD WALL PER CONT. DBL. 2x WOOD TOP PLATE, TYP. TOP PLATE, TYP. >. COMMON NAILS EACH COMMON NAILS EACH PLAN & SCHEDULE, TYP. WOOD HEADER PER PLAN & SCHEDULE, TYP. L TRUSS, TYP. WOOD STUD WALL PER CONT. DBL. TOP PLATE .TYP PLAN & SCHEDULE, TYP. TRUSS, TYP. B.O. HEADER CONT. DBL. TOP WOOD HEADER PER SEE ARCH. PLATE, TYP. SHEATHING PER SCHEDULE, TYP. WOOD STUD PER PLAN &SCHEDULE, PLA BTYP.EO. RE HDER 0 C PLAN & SCHEDULE, TYP. WOOD STUD PER SHEATHING PER SCHEDULE, TYP. SHEATHING PER PLAN &SCHEDULE, SHEATHING PER WOOD JAMB BEYOND ro SCHEDULE, TYP. WOOD WOOD JAMB BEYOND SCHEDULE, TYP. U 0 .0 +r 1 Truss Bearing @ Wood Stud Wall Truss Bearing @ Wood Header 3 Cont. Truss Bearing @ Wood Stud Wall 4 Cont. Truss Bearing @ Wood Header 'Qj SCALE: %4' = V-0" S4 (' /� � � SCALE: Y4' = V-0" SCALE: Y4' = V-0" �S4.22 SCALE: %a' = V-0" \,S4.22 • G J' j. • v Iv 7 ro 0 00 TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING PRE-ENG. WOOD C .fl POINT, TYP. (U.N.O.) SIMPSON STRAP PER TRUSS TRUSS MANUF. TO PROVIDE SCHEDULE, TYP. 2x8 WOOD PLATE (FLAT) VERT. MEMBER OVER BEARINGPOINT cc @ 4'-0" O.C. w/ SIMPSON SIMPSON "A35" , . ... TYP(U.N.O.) G SIMPSON "A35"�,N "A35" EITHER SIDE. @ 24" O.C., TYP. Ic C @ 24" O.C. TRUSS BRG. C SEE PLAN TRUSS BRG. Agkv SEE PLAN ro PRE-ENG WOOD 2 ( ) %4"QS x 2%4' LONG v 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. PRE-ENG WOOD SIMPSON STRAP PER a 0. TRUSS PER PLAN, TYP. SCHEDULE, TYP. ro WOOD STUD WALL PER PLAN & SCHEDULE, TYP. CONT. DBL. 2x WOOD N +J T TOP PLATE, TYP. SHEATHING PER SCHED., TYP. WOOD STUD SHEATHING PER SCHEDULE, TYP. WOOD STUD PER NOTE: TRUSS MANUF. TO ACCOUNT FOR 6 KIP LATERAL LOAD ALONG SHEATHING PER 3 PER PLAN, TYP. PLAN &SCHEDULE, TYP. BOT. CHORD, TYP. SCHEDULE, TYP. WOOD STUD PER d +L4TRUSS PLAN & SCHEDULE, NOT ALIGNED w/ WALL ALIGNED w/ WALL TYP. 0 U U r5"*Truss Bearing @ Wood Stud Party Wall 6 Truss Bearing @ Wood Stud Party Wall K7 Shear Wall Connection @ Truss 8 Roof Truss Bearing @ Stud Wall a SCALE: %4' = V-0" S /I � � SCALE: %4' = V-0" h C S/I S.SCALE: %4' = 1'-0" (/I SCALE: %4" = V-O" `� .7`i • J'T • 'T • L. 0 4- 0 ro U E 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 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. Q h ROOF SHEATHING & ROOF SHEATHING & ro ROOF SHEATHING & FASTENERS PER PLAN, TYP. FASTENERS PER PLAN, TYP. ® FASTENERS PER PLAN, TYP. ` f/ vA C a ® SLOPE® SIMPSON STRAP SLOPE TRUSS MANUF. TO PROVIDE VERT. MEMBER OVER BEARING � SLOPE® SIMPSON STRAP PER PLAN, TYP. PER PLAN, TYP. POINT, TYP. (U.N.O.) L +' SIMPSON STRAP PER PLAN, TYP. NAIL @ 6" O.C. w/ ® NAIL @ 6" O.C. w/ �� TRUSS BRG. 6d COMMON NAILS SEE PLAN NAIL @ 6" O.C. w/ TRUSS BRG. 6d COMMON NAILSAlk SEE PLAN '0 TRUSS BAG. 6d COMMON NAILS - - PRE-ENG. WOOD - - PRE-ENG. _N SEE PLAN WOOD TRUSS BAG. 3 PRE-ENG. WOOD ROOF TRUSS ROOF TRUSS SEE PLAN 0 - ROOF TRUSS 2x WOOD FASCIA PER CONT. "66-1" @TOP 2x WOOD FASCIA PER CONT. "BB-1r' @ TOP OF WALL, TYP. 2x WOOD FASCIA PER ARCH. DWGS w/ 2-8d ARCH. DWGS w/ 2-8d OF WALL, TYP. COMMON NAILS EACH ARCH. DWGS w/ 2-8d COMMON NAILS EACH . " CMU PER PLAN w/ HORIZ. PRE-ENG WOOD STRAP PER PLAN, TYP. �A L 7' COMMON NAILS EACH WOOD HEADER PER TRUSS, TYP. TRUSS, TYP. REINF. @ 16" O.C., TYP. B.O. LINTEL TRUSS PER PLAN, TYP. v TRUSS, TYP. PLAN & SCHEDULE, TYP. SHEATHING PER (U.N.O.) SEE ARCH. VERT. REINF. PER PLAN & C SCHEDULE, TYP. PRE -CAST LINTEL PER VERT. REINF. PER PLAN & SCHED. PLAN & SCHEDULE, TYP. CONT. "BB-1" @ TOP SCHED. w1 STD. HOOK @ TOP, TYP. i)4 C CMU PER PLAN w/ HORIZ. w/ STD. HOOK @ TOP, TYP. OF WALL, TYP. 8" CMU w/ HORIZ. REINF. @ W C VERT. REINF. PER PLAN & SCHED. REINF. @ 16" O.C., TYP. 16" O.C., TYP. (U.N.O.) DO w/ STD. HOOK @ TOP, TYP. (U.N.O.) GLAZING PER ARCH. N DWGS., TYP. v 01 9 Truss Bearing @ Wood Header 10 Truss Bearing @ CMU Wall 11 Truss Bearing @ Pre -Cast Lintel rl2 Roof Truss Bearing @ Int. CMU Wall 4.. v 3 n_ r n S4.2 2 SCALE: /4 = 1-0 J Q) 3 u_ r n • 2 2 SCALE: /4 = 1-0 'gyp 3 n_ r n S4.22 SCALE: /4 = 1-0 3 n_ r n /� • 2 2 SCALE: /4 = 1-0 S4.22 ' j' .0 4-1 3 a J } ttl W L 0 O IL IL L Z a 0 W U) W 2 z 0 0 W 0 0 z U W 0 a U U W a W H 0 0 W } J Z O O W N N W a Z a U Z Z 0 W 0 0 0 a W t- Z w D U U W U Q F 0 0 IL W 0 } w a 0 W a W W ry a z z w z z 0 U W 0 z a z z w F U 0 0 W W w U z 10 FORUME ARCHITECTURE & INTERIOR �DESIGN, INC. C 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL Fq R_ 'xv� 0,14ocepOrTs. 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM 0a�ooeoo��A 44 W o OF P4OR10° ONAL �u�uooaa�a® Robert C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W Structural Sections & 0 0 nAtaIIC W I- z ad n 2 U z S4.22 I O U_ v ro +.j ro �L 0 I_L .0 i-J ,3 U C ro 0 U PRE-ENGINEERED ROOF SHEATHING & PRE-ENG. WOOD GIRDER TRUSS ro WOOD TRUSS, TYP. FASTENERS PER PLAN, TYP. w/ 2x6 MIN. BOTTOM CHORDEACH SIDE CHIMNEY, TYP. ROOF SHEATHING & 0 FASTENERS PER PLAN, TYP. Z +j ro ro U 0 6" (MIN.) 4, 00 psi C.I.P. CONCRETE SLAB w/ #5 BARS @ v 12" O.C. T&B SHORT DIRECTION & #4 TEMP. BARS @ 16" O.C. ON rOP 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 DIP ECTION & #4 TEMP. BARS @ 16" O.C. ON TOP OF & FERP. TO BOTTOM REINF., TYP. G d c d a d O d D O ° a d a d • -J/d G ° d LW T.O. CMU •' °d Alk T.O. CMU a d ° . °d v PER ARCH. PER ARCH. v ELEVATOR HOIST _ _ _ _ CONT. "BB-1" BOND BEAM ro BEAM PER PLAN @ TOP OF WALL, TYP. v CONT. "BB-1" BOND BEAM @ TOP OF WALL, TYP. U 6 U CONT. METAL LATH TO CONT. METAL LATH TO 54.12 RETAIN CONCRETE IN TOP COURSE, TYP. RETAIN CONCRETE IN TOP COURSE, TYP. A E 8" CMU w/ HORIZ. LADE ER Q 8" CMU w/ HORIZ. LADDER Q REINF. @ 16" O.C., TYP. REINF. @ 16" O.C., TYP. E O O Q a E -- -- -- -- W W TRUSS BRG. W Alk TRUSS BRG. - LU U U SEE PLAN Z SEE PLAN Z a °C CONT. "BB-1" BOND BEAM ro 0 0 @ TRUSS BEARING, TYP. N PRE -CAST 8" LINTEL PER PLAN & SCHEDULE, TYP. r ,3 1 2 � 54.23 54.23 ll E 0 U U 1 Longitudinal Section @ Elevator Hoistway 2 Transverse Section @ Elevator Hoistway 'o a J4.2 3 SCALE: Y44' = 1'-0" \,S4.23 SCALE: %4' = 1'-0" � L 42 ro U UU 0. to ro kA C ro n. .0 hyn�� V4! W 0 ,x i. v LU 00 v 0 .0 4. 0 iA 0 3 a J } m W W m 0 a rn U Z z 21 tN W O 0 O tY W F- z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I IWI MM DESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL Zo w- , O lY. {.�. mr.�� �. ui 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 Z TEL 407/682-2086 e FAX 407/682-2386 rn WWW.SCD-ENG.COM w ®�Op8BBB9d!!® S C R90 ®�® U N 5� °° a e m Z o � OZ 22 ° ° °° ° W' 0°° IIAT OFNAL �® ®®� W Robert . Scroggins, P.E. FL Registration No. 56158 Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date 0 and/or Time Stamp shown using a digital signature. Printed copies of this document are not Fconsidered signed and sealed and the signature must be verified on any electronic copies. 0 U SET DISTRIBUTIONS: O ry a U a U W OIL W 0 0 W } J Z O tJ W 0 N W Q Z Q U z z co W 0 a a SHEET REVISIONS: W Z U Z Z C9 co W 0 tr 0 ff W z W U W 7: 2 U Q 0 tL EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S4.23 SHEET NOTES C Enlai at Unit Al ed Slab Plan T3 3/4" 3'.9114" 1'.5" 13'-5112" 10'-71/2" 1'-5" 1 V-21/2" 6" 9'-31/2" EOS CN Uj EOS pLU SLOPE _ 0 NCn FEATHER CONCRETE SLAB AT DOOR TO FEATHER CONCRETE ENSURE 1/2" MAX SLAB AT DOOR TO TRANSITION ENSURE 1/2" MAX TRANSITION Barged On Plan at Side Entry 1 /2" = 1'-0" 11'-8" a 0 io cn 101/2" N � M N19k -0'-1" N EOS 10'-91/2" 1'-5" 13'-71/2" Enlarged Slab Plan 1/4" = 1'-0" � -T % at Building Entrance 1/4" = 1'-0" Enlarged Slab Plan at Unit B2 1/4" = 1'-0" 61/2" 14'-71 /2" i w a 0 6112" c' 61/2" 0 N -0'-1" c L —� EOS 1'-5" 12'-4"ol 19� 15'-2" Enlar �ed�Sl ab Plan 3 at Unit B1 I 1 /4" = 1'-0" rn 1'-5" 01.01 6112" " I Enlarged Slab Plan at Unit B3 1/4" = 1'-0" FEATHER CONCRETE N 4 SLAB AT DOOR TO ENSURE 1/2"MAX TRANSITION U'> 0 101/2" O° co `71 N EOS oo 13'-31/2" Enlar ed Slab Plan 2 at Unit 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 1/2" 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 -5'-0- AFF, VERIFY SIZE AND DEPTH WITH ELEVATOR MANUFACTURER SPECIFICATIONS 03 SUMP PIT AT -T-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 A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE 05 SIDEWALK PER CIVIL AND LANDSCAPE, PROVIDE 1/2" COMPRESSIBLE FILLER WHERE SIDEWALK ABUTS BUILDING SLABS LEGEND i INDICATES LEVEL SLAB TO SLOPE SLAB iXl/T/ INDICATES STEP IN SLAB FRAMING OFFSET DETAILS EDGE OF FRAMING :A EDGE OF FRAMING EDGE OF SLAB 1/ N FORUM■ 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 I Karen V McIntyre W C 0 2 SET DISTRIBUTIONS: 11124/21 100% DD Set i 12123/21 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: 'ROJECT NO. 4097 Building Type II - Architectural Slab Plan Building Type II - Slab Control Plan 3/32" = 1'-0" A5.20 00 N 11 ai v/i e u 4 A6.21 2 2 A6.211N A7.02 n.�n� o a,n" n��roei i of m nun nw�aoin►� VIA M ,1 ,1 m f f � f m ( f II H � +►-.o u I:o � N. r .. - - y *& t� ��� N � I►�► I u I►.�I � H: II •• ��' ■�. �� ■� rvi r .. ��[ \ [�]I _ [ill [ I[� / .�. ,, .__. [ill [ I[� [ I■ LVI;IM I1. ��II ■-411 0 go ����rl \ .I■1 �i :� 1■Ir 11-.11.� � �I► / �� � ■I► / yy ' � 11'll .I�1 �i i� ICI► / N � �i ii�l '�I■ _ 'tl■ =R1 I.� YI� n ■I►� n ��i _ IL► n I■I► ■ a I►.1► I -_.� i�.- . li - I I►:Il r •I• _ it-�-1 I I►:/► r •I•II .. �� � � �■ � WN I �� ■ ice•+; �/ � �"�� .. III ►c_ , :. r 1 m a 3 1 A7.02 A6.21 Second Floor Plan Building Type II 2 2 A6.21 A7.02 91q'_q 1/9" nxxpw I RI III r11Nf: f11hAr-m-W)N ■ 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, LINO K ALL EXTERIOR TENANT SEPARATION WALLS SHALL BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, LINO 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 3 AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT A6.21 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, LINO 02 LOW ROOF, SLOPE 5:12, LINO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING WI 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 3/32" = 1'-0" '1 •1 m m m m Tiff li ,L .I►, I —NVA I1./1 /�� II, ��1� �.. / c� _— / � — ! �r ■�.' -� � � • / 1 ! r \ r • ,;, ... - III I _ - �_ ! — '..__ �� ?' M. ,� e — � � �., ' ,III—�•: �� , � � -'�.. ? � — f ■ ► • �� (:., '� � \ ❑I C-;� � \ � ■� , Cll C•;) �,, � / �� ® - -�, I❑, ..� , � .1 , , Cll �;� If. it � [) I❑ / � �■ �I. , / I; I['], �.�■ C/ ��� 12'-2- Elm, 1 i='i /, f�Jl c--y r. n Ifs \\ L� ■ �,� �: I[� �� r■T■ c I[� �\ I i■-� ♦' �! /i Cll �' , , ?ifflu I[� 'f■Ii \ .ICI ICI► III► / C] ■I► �I■ — / �] �® ■I► — / - C] ■I►. \, IL11 [� .ICI ICI► _ __- --- � / — ]III � � I n n I►�1 � n n n I� n ■I► - _ -- IN - IN -- _ - IN III �.= �■� � ®► =� III 1 1:! I:1 . . r f r r m 1 q r 1 r First Floor Plan Building Type II 3/32" = V-0" LEGEND WALL INDICATES SPECIFIC WALL TYPE � FIRE EXTINGUISHER IN CABINET, REFER TO FL_GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RESIDENTIAL BLDG TYPE II BLDG # ON SITE 1,2 # UNITS / BLDG TYPE 48 (2 TOTAL ON SITE) A/C NON -A/C GROSS 1ST FLOOR 12,652 1,641 14,293 2ND FLOOR 12,650 1,439 14,089 3RD FLOOR 12,650 1,439 14,089 4TH FLOORS 12,650 1,439 14,089 BUILDING TOTAL 50,602 5,958 56,560 QUANTITY ON SITE 2 TOTAL SF ON SITE 113,120 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 j AR0017018 RM� IT R 1 01 •V SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Building Type II - First & Second Floor Plan A5.21 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 FORUME ARCHITECTURE & 4 A6.21 00 CV m U 2 2 A621 A7.02 LIG-J I/G VYLI VILL UVIL✓II'1 7 L/IIYIL.1\VIVI\ 3'-9114" 40'-311 24'-11 1/2" 37'-2" 37'-2" 24'-11 1/2" 40'-3" 3'-9114" 1 1/2" 1 1/2" 1 112" 1 1/2" WW-5 E08 �4 rl- TYP WW-3 I 0 '4 d TY TYP WW1 TYP UNIT B3 UNIT Al ww�1 UNIT B2 UNIT B2 UNIT Al UNIT B3 TYP WW-1 A 81 I — © — I A8.01 MIRR 79 ilAm MAC I FF I 234 0 � © BUILDING SERVICES 0 ELET/z aL LU 23 23 — J� — ZA4 0 87'-9 3/4" 12'-2" 10'-0" 87'-9 3/4" o V CD z 4 0 A7.02 3'-3 3/4" 231 M E C H DAS 2" 2" 232 T-3 3/4 m W o TAI S 0 00 0 op ob 00 0 0 o ° o I � If — I E 0 I I� Eli1 I I A7.02 WC-10 ,' WW53 STAIRS M DD DB 0 `chi UNIT A2 2 UNIT B1 1UNIT B4 UNIT Al UNIT B1 2 UNIT A2 % A8.11 a A8,11 to w C co 0 M � U % 02 02 p 112" 25'-1" 1/2" 10'-9 1/2" 1/2" 1 1/2" 39'-3" 37'-2" 1 1/2" 24'-11 1/2" 1 1/2" 1/2" 39'-3" 112" 10'-9" 1/2" 25'-1" JA 3 1 A7.02 A6.21 Third Floor Plan Building Type II 3/32" = V-0" D REFER TO SHEETS A9.11, A921 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, 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 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 N 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 -0'-112" AFF, UNO 02 LOW ROOF, SLOPE 5:12, LINO, 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 il FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES mwommmmmm INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RESIDENTIAL BLDG TYPE II BLDG # ON SITE 1,2 # UNITS / BLDG TYPE 48 (2 TOTAL ON SITE) A/C NON -A/C GROSS 1 ST FLOOR 12,652 1,641 14,293 2ND FLOOR 12,650 1,439 14,089 3RD FLOOR 12,650 1,439 14,089 4TH FLOORS 12,650 1,439 14,089 BUILDING TOTAL 50,602 5,958 56,560 QUANTITY ON SITE 2 TOTAL SF ON SITE 113,120 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 AOnnI7n-l0 SET DISTRIBUTIONS: A SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Third & Fourth Floor Plan A5.22 BUILDING: TYPE II ATTIC SPACE: C BUILDING: TYPE II ATTIC SPACE: B BUILDING: TYPE II ATTIC SPACE: A 2x BLOCKING AROUND PERIMETER OF OPENING SPRING WOOD SHEATHING DRAFTSTOP DOOR D raftsto Roof Plan Building Type II Door Detail ROOF TRUSS PROVIDE AUTOMATIC LATCH FOR DRAFTSTOP DOOR 1-1/2" = V-0" REQUIRED NFA VENTILATION Attic area (Including Soffit): 2883 SF NFA read (Attic Area / 300): 9.61 SF Total reqd ventilation area in SI (Net Free Area X 144): 1383.84 SI Upper portion reqd (Total Reqd Vent Area X 50%): 691.92 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 691.92 SI PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276.00 St ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420.00 SI Total Provided: 696.00 SI REQUIRED NFA VENTILATION Attic area (Including Soffit): 2597 SF NFA reqd (Attic Area / 300): 8.66 SF Total reqd ventilation area in SI (Net Free Area X 144): 1246.56 SI Upper portion reqd (Total Reqd Vent Area X 50%): 623.28 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 623.28 SI PROVIDED NFA VENTILATION - UPPER ( 3) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 414.00 SI (1) 6 Ft Tamoo Off -Ridge Vents X 210 SI/vent = 210.00 SI Total Provided: 624.00 SI REQUIRED NFA VENTILATION Attic area (Including Soffit): 2162 SF NFA reqd (Attic Area / 300): 7.21 SF Total reqd ventilation area in SI (Net Free Area X 144): 1037.76 SI Upper portion reqd (Total Reqd Vent Area X 50%): 518.88 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 518.88 SI PROVIDED NFA VENTILATION - UPPER ( 0) 4 Ft Tamoo Off -Ridge Vents X 138 Sllvent = 0.00 SI ( 3) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 630.00 SI Total Provided: 630.0031 0 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B ALL ROOF SLOPES TO BE 5:12, LINO C ALL EAVE OVERHANGS TO BE V-4", UNO D ALL RAKE AND GABLE OVERHANGS TO BE 8", UNO 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 PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION -LOWER F REFER TO STRUCTURAL DRAWINGS FOR ALL ROOF TRUSS Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent Mfr:Tamlyn Model: 2" Snapvent REQUIREMENTS AND DETAILS Total LF of soffit to be installed: 159 LF Total LF of soffit to be installed: 82 LF Total LF of soffit to be installed: 125 LF Sq. In. NFA per LF of soffit: 9.00 / LF Sq. In. NFA per LF of soffit: 9.00 / LF Sq. In. NFA per LF of soffit: 9.00 / LF G LOW -SLOPE ROOF TRUSSES SHALL HAVE A TOP CHORD SLOPED AT A Total provided: 1431.00 SI Total provided: 738.00 SI Total provided: 1125.00 SI 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 KEY PLAN BUILDING: TYPE 11 ATTIC SPACE: D H DOWNSPOUTS SHALL NOT TERMINATE ABOVE GRADE UNLESS DISCHARGED DIRECTLY INTO GUTTER OF A LOWER ROOF, DOWNSPOUTS REQUIRED NFA VENTILATION SHALL NOT DISCHARGE DIRECTLY ONTO ASIDEWALK OR BUILDING Attic area (Including Soffit): 2404SF ACCESS NFA reqd (Attic Area / 300): 8.01 SF Total reqd ventilation area in SI (Net Free Area X 144): 1153.92 SI Upper portion reqd (Total Reqd Vent Area X 50%): 576.96 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 576.96 SI PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 Sllvent = 276.00 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 420.00 SI Total Provided: 696.00 SI PROVIDED NFA VENTILATION - LOWER Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 77 LF Sq. In. NFA per LF of soffit: 9.00 / LF Total provided: 693.00 SI BUILDING: TYPE II ATTIC SPACE: E REQUIRED NFA VENTILATION Attic area (Including Soffit): 2894 SF NFA reqd (Attic Area / 300): 9.65 SF Total reqd ventilation area in SI (Net Free Area X 144): 1389.12 SI Upper portion reqd (Total Reqd Vent Area X 50%): 694.56 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 694.56 SI PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 Sllvent = 276.00 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420.00 SI Total Provided: 696.00 SI PROVIDED NFA VENTILATION - LOWER Mfr:Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: 166 LF Sq. In. NFA per LF of soffit: 9.00 / LF Total provided: 1494.00 SI 3 A6.21 3/32" = V-0" J DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE 0 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 ' ATTIC ACCESS i �.x.-� i Imo____ -I ¢_M DOWNSPOUT ®� L - - - J OFF -RIDGE ROOF VENTS PER ATTIC VENTILATION REQUIREMENTS -D-D- DRAFTSTOPPING PER ASSEMBLY ° SELF -CLOSING 22"x36" DRAFTSTOP ACCESS DOOR 1 W/ AUTOMATIC LATCH RESIDENTIAL BLDG TYPE II BLDG # ON SITE 1,2 # UNITS / BLDG TYPE 48 (2 TOTAL ON SITE) A/C NOWA/C GROSS 1ST FLOOR 12,652 1,641 14,293 2ND FLOOR 12,650 1,439 14,089 3RD FLOOR 12,650 1,439 14,089 4TH FLOORS 12,650 1,439 14,089 BUILDING TOTAL 50,602 5,958 56,560 QUANTITY ON SITE 2 TOTAL SF ON SITE 113,120 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 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 II - Roof Plan A5.23 SHEET NOTES 24'-11 112" (CL TO CL) F— I TI 0 O — d- u L _ J I �) co U) Al-ALT UNIT AT STAIR WALL \k 31 Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR O Al-ALT UNIT AT SHARED BALCONY WALL O Al-ALT UNIT AT 4TH FLOOR ►N2 BALCONY IIc l c CO 1 D BALCONY II i O I V O BALCONY ({ , c" M NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS UTA 1 117 /rl Tr) rl 1 24'-101/2" (OS TO OS) 1/2" 12'-0 1/2" 12'-10" r3l-On 51-8" d T-41/2" 1'4" 10'-101/2" 71/2". S N N m 2'-0" 6'-5" Le T-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR V 'M-11 1 /9" /rl Tr) rl 1 112" 24'-101/2" (08 TO OS) /2-1. 12'-0 1/2* 12'-10" oe 5'-10" 6-2 1/2" 1'-4" 10'-101/2" 71/2" 5 CV N 2'-0" 6'-5" d 3'-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL U 9d'_11 1 /9" MI Tr) N 1 1/2" 24'-101/2" (OS TO 08) 1/2" 12'-0 1/2" d 12'-10" 3'-0" 5'-8" T-41/2" 11-4" 101-4" 1'-2" �4 5 N N 2'-0" 6-5" T-11 1/2" Al-ALT UNIT AT 4TH FLOOR \A 24'-11 1/2" (CL TO CL) 1/2" 24'-101/2" (OS TO OS) 112" 12'-0 1/2' 12'-10" 5'-10" 6'-2112" 10 1'-4" 104" 10 �4 BALCONY 2'-0" 61-5" d T-11 1/2" 0 BEDROOM ILIVING ROOM 6-6 1/2" 3'-9" /3�'-01/2' 12'-6 1/2' — �T-6 1/2" '-11 1/2" 6'-01/2" II WIC � COAT � f —__� I I II " N M N N eF III I I_ L� I I �T M BATH I I —� N I T I KITCHEN 010 o 13'-4" 5'-5" 3'-9" r' T-111/2" 3'-4" 5'-1"0 • -L _ _ Lj M " O 1414", 10'-61/2" 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, 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 COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 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 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 Apartments - Unit Al Plans Unit Al - Note Plan 1 /4" = 1'-0" Unit Al -Dimension Plan 1 /411 = 1'-0" UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NON -A/C GARAGE Al 716 83 0 799 72 A5.61 a SHEET NOTES C 00 u U U) tl o I�--T \� BATH M 14 13 . - — 5'-5" _ � 5 24'-11 1/2" (CL TO CL) d cc Unit Al Shower Option Plan & Elevations SEE BUILDING PLANS FOR LOCATIONS 20 �� / / 18" REQ. 15" MIN. l \ N 00 \ 00 LU / E=o - o DB12 VSB21 DB12 PCB1882 21 OA - FILLER Unit Al - Bath Elevation 05 FILLER W2442 W3624 W2142 W3024 W2142 / /\ ,/ v \ MICROWAVE / \Y k a' \! HOOD / / / / / � I \\ I I ��\\ �\\ DISH ,� \\ WASHER RANGE \ PCB1896 SB36 DB21 B9 O FILLER Unit Al - Kitchen Elevation .M„M., C ------------ FILLER C' r 3/8" = 1'-0" 3/8" = 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 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 N LEGEND WALL INDICATES SPECIFIC WALL TYPE fe 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 Al 716 83 0 799 72 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 PlAAA7A4A SET DISTRIBUTIONS: 11/24121 100% DD Set 12/23/21 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit Al Interior Elevations A5.61 b 3/8" = 1'-0" SHEET NOTES C 00 u ICU ® N M BATH M 14 13 I I � M — 5'-5" 3'-9" L—J B ,c=n 5 ( �) A5.62 A o 0 U 24A 1 1/2" (CL TO CL) ' 00 Unit A2 - Shower Option Plan & Elevations SEE BUILDING PLANS FOR LOCATIONS 11 ?0 i I.' 18" REQ. 15" MIN. 1 LU CID i 0 LDB12 VSB21 DB12 PCB1882 04 17 21 FILLER Unit A2 - Bath Elevation 05 FILLER W2442 W3624 W2142 W3024 W2142 � MICROWAVE \I ' HOOD - DISH \ \ WASHER RANGE PCB1896 SB36 O DB21 B9 A FILLER Unit A2 - Kitchen Elevation 11 02 M r ILLLI\ FILLER C, 3/8" = 1'-0" 3/8" = 1'-0" Unit A2 -Note Plan 25A"(CL TO OS) 1/2" 25'-01/2" (OS TO OS) IT-21/2" 10'-81/2" ,1'-4 514' 61-711 I, 14'4" % 10'-81/2" I, Unit A2 - Dimension Plan 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 LINO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 LINO G TYPICAL TENANT WALLS ARE WW-54 LINO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS M 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 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, 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 W1 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 N LEGEND WALL INDICATES SPECIFIC WALL TYPE ® FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD. WI STRUCTURAL DRAWINGS RECESSED 1 ELECTRICAL PLANSICAL PANEL, REFER TO ;0 N M d ZIP 20 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE A2 797 80 0 877 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 02/17/2022 Karen V McIntyre AQnnl 7nl Q SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: r PROJECT NO. 4097 F U z Apartments - Unit A2 Plans & Interior Elevations A5.62 3/8" = 1'-0I1 1 /411 = 1'-0" G 00 V 11 i J 20 ` / / 18" REQ. 15" IN.co r\ co MM — — O / O DB12 VSB21 DB12 PCB1882 LE 17 21 ( FILLER Unit A3 - Bath Elevation 00 0 05 r FILLER W2442 W3624 W2142 W3024 W2142 MICROWAVE vy 3, �' vvf 1/' HOOD ,r / , / / , \\ 1 1 �\\ DISH �'� �� \\ WASHER RANGE \ PCB1896 SB36 O DB21 B9 FILLER ;,� Unit A3 - Kitchen Elevation iruEr.1 FILLER 3/8" = 1'-0" f c c O O 01 BEDROOM ILIVING ROOM Ee II -- II C4 L\IIII II WIC O 29 II 02 SIII 1C0A5.63 IE 03 I BATH O 10 LL= TI I 01 1 27 31 KITCHEN 01� C I 0 O I( — -� A 4 A5.63 B UAWID Y I— I —'� 1 ------I--� Unit A3 Note Plan First Floor Unit OS,"�MEIILN re�u►�r.�i�.Taii BUILDING ENTRANCE RISER ELEC SEE BUILDING PLANS FOR COMMON DOOR INFORMATION 141 = 1'-0" 1/2" 37'-1" (OS TO OS) 1/2' 25-01 /2" 12'-01 /2" 5'-10" 12'-91/2" 5'-1" 11-4" 10'-101/2" 1'-2" N N CV BUILDING ENTRANi,7E N � N 12'-81/2" 12'4' 3'-5" 4'-2" 4'-51/2" N BEDROOM ILIVING ROOM RISERej CV z co 5'-61/2" 3'.9" 3'-01/2" 4'-61/2" '-11 1/2" 6'-21/2" ZD CV J fV N � II N WIC M —? II II— — — �� ELEC I N N II I IL —J I � f T co — { N KITCHEN]O10 �5'-5" 0 3'-9" 13' 4" "' lO 11 3' 11 3' 112" 4" 5'-3'� Y -- I 7--- N-- ----J O U �? c� iv � iv 0 5'-10" (, 14'-4" 16'-11 Unit A3 - Dimension Plan First Floor Unit 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 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 LINO 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, 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 N 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-AIC GARAGE A3 724 3 0 727 5 roFORUME a a m a ARCHITECTURE & 10 .07 INTERIOR DESIGN, INC. c c rn m 237 S. Westmonte Drive, Suite 220 0 Altamonte Springs, FL 32714 c 407.830.1400 AR97193 www.forumarchitecture.com 6 c 0 c 0 U 7 v 0 a 0 c Q 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 02/17/29 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit A3 Plans & Interior Elevations A5.63 3/8" = 1'-0" 1 /4" = 1'-0" SHEET NOTES 00 n U U) 18" REQ. 15" MIN. �\ N ED \ ap _�A Uj H , DB12 VSB21 DB12 PC81882 21 O -. � FILLER Unit B1 - Bath 2 Elevation r ILLGR rA" *' \ U nit B 1 - Bath 1 Elevation FILLER W2442 W3624 W1542 W3024 W3042 MICROWAVE `\ ' `k a' `� HOOD- 11 DISH WASHER RANGE SB36 DB15 O B18 FILLER O 1 ILLLI\ FILLER 3/8" = 11-011 1 ILLLI\ 1 IL -LR AT BLDG II ONLY AT BLDG II ONLY Unit B1 - Note Plan W_T' /rl Tr) rl 1 1 /411 = 11-01' 1/2" 39'-2" (OS TO OS) 1/2" 12-0112" 15'-1" 12'-0 1/2" T-10" 6-2 1/2" 1'-4" 12'-5" V-4" 5'-91/2" 6'-3" 6'-711 6-0" 2'-6" BALCONY N LIVING ROOM � Co BEDROOM 2 IBEDROOM 1 CV ED � M cM � - Y 3 1 n -6 2'-0 n 1 n n 1/2 4 -9 2'-01/2 I n 14 -71/2 12'-21/2n M co 6-11 112" 2'-5 1/2" T-81/2" 2'-8" 2'-2 3/4" 2`-91/4" '-8 3/4" 1 4'-3 3/4" CNJ CIDN N 3'-9" T-01/2" � — IIIW N IIIIII III �I �� IIIIII o - TOI0 ' Il � KITCHEN I OI0o O CO 39 - 5 46-10" 5- 6- — _ — ILAb=RYI TII BATH 1 U M ih N 1 CV OC:c e 0 14'-5" 24'-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 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 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFERTO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS N LEGEND WALL INDICATES SPECIFIC WALL TYPE fo FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRIG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24121 100% DID Set 12/23/21 Owner Review Set 02/17122 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit 131 Plans & Interior Elevations Unit B1 - Kitchen Elevation 3/8" = 11-011 Unit B1 - Dimension Plan 1 /411 = 11-011 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE B1 1053 98 0 1151 28 A5.64 SHEET NOTES 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 B2-ALT UNIT AT 4TH FLOOR NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. BALCONY O BEDROOM 2 O 101 III\ 1111\0 Unit B2 - Note Plan H 9 LIVING ROOM 02 L06 — II I 10 �� III I 11 I II .]7 08 1 10 KITCHEN C 1 IC I A5.65b A B I I A(D O O O BEDROOM 1 II - II II WIC � D C �— B 2 IE A5.65b A L BATH 1 1 /4" = 1'-0" 37'-2" (CL TO CL) 1/2" 3T-1" (OS TO OS) 1/2" 10 1 V-101/2" 12'-61/2" 12'-8" 7112" 1 V-3" 1'-4" 5'-5" 5'-91/2" 3'-7" 5'-8" 3'-5" BEDROOM 1 I toBALCONY N N o LIVING ROOMI A 5'-7 3/4" 6-0 1/2" If B2-ALT UNIT WITH SHARED BALCONY WALL AT 4TH FLOOR 37'-2"{CL TO CL) 1/2" 3T-1" (OS TO OS) 1/2" 1 V-101/2" 12'-6 1/2" 12'-8" 71/2" 1V-3" 114" 5'-5" 5'-9112" 6'-5" 6'-3" BEDROOM 1 00 BALCONY N N o M LIVING ROOM 5'-7 3/4" 6-0 1/2" " ' rt7 132-ALT UNIT WITH SHARED BALCONY WALL 37'-2" (CL TO CL) 10 37'-1" (OS TO OS) 1/2" 1 V-101/2" 12!-6 1/2" 12'-8" ,1'-2" ,, 10'-8 1/2" ,114" ,, 5'-5" 6-9 1/2" 3'-7" 6-8" 31-5" II I I I T BEDROOM 1 BALCONY N N Co=� M co M 6-10"6-0112" LIVING ROOM `" 13 2-ALT UNIT AT 4TH FLOOR /-1/2" 1 V-101/2" 10'-8 1/2" 5'-10" BALCONY 6'-01/2" 12'-4" M CV BEDROOM 2 37'-2" (CL TO CL) 37'-1" (OS TO OS) 12'-6 1/2" 11-4" 5'-5" 6-9 1/2" N T jV fV LIVING ROOM 12'-6 1/2" T 1/2" 12'-8" 6'-5" 1, 6'-3" 0 BEDROOM 1 4'-1 1/2" ,, 3'-91/2" 4'-31/2" N M N II II �, II WIC U'i 6-6 1/2" 3'-9" 3'-01/2" 4'-101/2" 2'-51/2" X-81/2" 11-6" II 6'-2" 6'-01/2" EN —� � I D I _ L--1 ►I III I cn i�_� II —_ III I N I o BATH 1 C I I II I � I 0 II I L_—� L I M BATH 2 1 ff =__ 010 I I N KITCHEN o OIO D Q —� M 5'-5" 13'-4" 3'-11 112" 31-4" 6'-1" o o I y NN U M N M CV C _7 IN 14'4" 1 V-61/2" 1 V-21/2" Unit B2 - Dimension Plan 1 1 /411 = 1'-0" A REFER TO SHEETA1.03 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 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, 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 E 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 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 40 ARCHITECTURE & INTERIOR DESIGN, INC. A i i 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 i AR97193 www.forumarchitecture.com I Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V Mrintvre 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 - Unit B2 Plans A5.65a 00 T � iv U U) 11 zo 18" REQ. 15" MIN. r N co co �a LU z ' DB12 VSB21 DB12 PCB1882 21 O - FILLER Unit B2 - Bath 2 Elevation I 1 LLLI% Unit B2 - Bath 1 Elevation FILLER r- FILLER W2442 W3624 W2142 W3024 W3342 v MICROWAVE ' k �' I/' HOOD I I DISH WASHER RANGE SB36 DB21 B21 FILLER 4 FILLER Unit B2 - Kitchen Elevation 1 ILLLI\ FILLER 4 3/8" = 1'-0" 3/8" = 1'-0" I ILL",. I ILLLI. 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, 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 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 fo 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 GARAGE 62 1061 80 0 1141 40 mFORUMN a o 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 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: r PROJECT NO. 4097 F U z Apartments - Unit 132 Interior Elevations A5.65b 3/8" = 1'-0" 00 hi U Cn 00 FILLER Unit B3 - Bath 1 Elevation FILLER W2442 W3624 W2142 W3024 W3042 i \ MICROWAVE a' \\I HOOD \4 i — DISH WASHER RANGE \ SB36 DB21 B18 O FILLER FILLER FILLER Unit B3 -Kitchen �Elevation O BEDROOM 2 O III I\0 III I EO Cl) 0 LIVING ROOM C KITCHEN 4 1 IAIC"I P1I n ACT PO c cc FILLER 3/8" = 11-011 CS C, NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. BALCONY BEDROOM 1 0 O� 151 �j�ll o sIR U 0 18" REQ. 15" MIN, r\ clI co \ w \ \ DB12 VSB21 DB12 PCB1882 L-2 LE 21 O FILLER Unit B3 - Bath 2 Elevation 1 ILLLI \ 1 ILLL-IN 1/2" 3/8" = 11-011 1 V-101/2" 6'-2" 6-8 1/2" T-0 3/4" 40'.3" (CL TO OS) 40'-21/2" (OS TO OS) 14'-1 1/2" 7'-0 3/4" 3/8" = 1'-011 12'-8 1/2" 1'-6" 611 9'-41/2" 1'4' 1'-6" M M co CP LIVING ROOM I BALCONY N 0 %12'-4" 13'-8" 6-21 /2" 6-6" 10 N N N <f> CV N BEDROOM 2 `= BEDROOM 1� N p2 O 60 O C+) 7 V-61/2" 3'-9" 3'-01/2" 4'-10" 2'-51/2" 3'-81/2" 2'-6" 12'-101/2" N O II N 1-10112" �N? WIC 5'-51/2" 6-6 1/2" N ILL-1 I IIIIII �l "' ATH 2 LN a 010 I OI KITCHEN II WIC " oo 5'-5" 3' 3 5 5�- w 3'4112"34 0 N � —o e 0 co D�:) oK F zyj to I M U_ N_ J 0 IF- — oa N --- o �oF�% I I___r 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 LINO, 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 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, 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 COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 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 aren V McIntyre AR0017018 Ny nn 7 4 /6. SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set I 02117/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit B3 Plans & Interior Elevations Unit B3 - Note Plan Upper Floor Unit 1 /411 = 1 1-011 14'4" 26-101/2" Unit B3 - Dimension Plan Upper Floor Unit 1 /411 = 11-011 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE B3 1117 84 0 1201 28 A5.66 SHEET NOTES 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY 64-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY B4-ALT UNIT AT 2ND FLOOR 37'-2" (CL TO CL) 1/2" 3T-1 (OS TO OS) 1/211 1 V-10112" 11'-10" 13'41/2" 3'-0" 5'-811 T-21/2" T-11" 5'-811 2'-3" 114" , 10'-101/2" X-2" B4-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY 37'-2" (CL TO CL) 1/2" 37'-1" (OS TO OS) 1/2" 11'-101/2" 11'-10" 13'-41/2" Ile5'-10" 6'-01/2" 1 T-11" 5'-8" 2'-3" 11-4" 10'-101/2" V-2" . BALCONY CV LIVING ROOM BEDROOM 2 B4-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY IBEDROOM 2 64-ALT UNIT AT 2ND FLOOR 1/2" 1 V-101/2" 5'-10" 6'-01/2" N N 1 CV N N M 37'-2" (CL TO CL) LIVING ROOM 3T-2" (CL TO CL) 37'-l" (OS TO OS) 11'-10" 6'-9" 5'-1" 1/2" 13'-41/2" 114" 1, 10'-101/2" 1'-2" 6'-3" BALCONY �4 CO 5'-9112" N M CV LIVING ROOM 12'-61/2" 17-4" 12'-2112" in CV el 5'-6112" BEDROO 3'-9" 3'-01/2" q' M 4'-101/2" 2'-51/2" T-81/2" N I BEDROOM 1 �-Tl'-10 " 1'-6" 1T-13/4" 10 6'-01/2" CV lo M BATH 2 73. 13'-4" �' I M N I�=� III I II I � L � � — N KITCHEN o T-11 1/2" 3'-4" I D I —� 6'-0112" — �� ILr t'7 II WIC N II-_-9 I I 6'-1" II II II I II II II---- M I I M 5'-5" O1O OlOF[F2 o 5'-2" I f 1) x O CV O " 221-9" 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 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" & BO" 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 mwommmmmm INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. i 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 3 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: i 11/24/21 100% DD Set 12123/21 Owner Review Set 02117/29 Permit Set A SHEET REVISIONS: C m E V 0 m PROJECT NO. 4097 Apartments - Unit B4 Plans Unit B4 - Note Plan Upper Floor Unit 1/411 = 11-011 Unit B4 - Dimension Plan Upper Floor Unit 1 /411 = 1'-011 E 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 A5.67a SHEET NOTES e 00 u U U) " FILLER 11 ?o I , 18" REQ. 15" MIN. T\ N w 00 LLI z � D o 0 F- DB12 VSB21 DB12 PCB1882 21 ) FILLER Unit B4 - Bath 2 Elevation I I ,� 11 ' 2( \\J 000 N i� 15" 18" REQ. co LU \\ o M PCB1882 VSB30 DB15 VSBkj O 17 04 FILLER Unit B4 - Bath 1 Elevation FILLER FILLER 0 W W2442 W3624 W2142 W3024 W3342 W3942 W3324 `\I v ' MICROWAVE HOOD 11 � C2 \ `\ 21d REFRIG DISH WASHER RANGE C.0 ' \ _, SB36 DB21 B21 B27 PCB1896 O4 4FILLER O FILLER FILLER Unit B4 - Kitchen Elevation FILLER 1414 A 3 FtM"I 3/8" = 1'-0" 1 ILLL.11 1 1L lI 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 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 HOLDER119"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 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS N LEGEND WALL INDICATES SPECIFIC WALL TYPE FIRE EXTINGUISHER IN CABINET, REFER TO fo GENERAL NOTES INT. LOAD BRG. WALLS COORD, W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS AREA TABLE IUNIT IT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON-AIC GARAGE B4 1039 82 0 1121 15 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.foru marchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 i SET DISTRIBUTIONS: 11124/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: r PROJECT NO. 4097 U z Apartments - Unit B4 Interior Elevations A5.67b 3/8" = 1'-0" SHEET NOTES a 00 U U) 11 �\ 20 ` / / ol 18" REQ. 15" MIN. 04 CO \ w UJI - / DB12 VSB21 DB12 PCB1882 21 O - FILLER Unit B5 - Bath 2 Elevation I ILLLI � Unit B5 - Bath 1 Elevation FILLER W2442 W3624 i \ DISH WASHER ' FILLER W2142 SB36 DB21 O W3024 MICROWAVE RANGE W3342 B21 FILLER FILLER Unit B5 - Kitchen Elevation N M ' co I ILLLI\ C FILLER C, C, 3/8" = 1'-0" 3/8" = 1'-011 I ILLLI \ I ILLLI Unit B5 - Note Plan 171_7 IN rn N � NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. 1 /4" = 1'-0" 01 1/2" 3T-1" (OS TO OS) 1/21' 1 V-101/2" 11'-101, 13'-41/2" 5'-10, 6-0 1/2" 6'-9" 5'-1" 114" 11'-511 7112" BALCONY - �p 5'-91/2" (11 12'-21 /2" I 6'-3' 0 ro N CV LIVING ROOM 12'-61 /2' = 12'-4" (V 6-6 1/2" BEDROOM 21 3-9" 3' 01/2" O it 4'-101/2" 2'-5112" T-81/2 K T-6" I BEDROOM 1 N N V-2" 1'-101/4" T-13/4" 6-0112" J J IIII 00 "' COAT M M BATH 2 m 1 n c" 13-4 71� o U Cl) Qj Q �� III III III _ L� -D KITCHEN o 1 " I 11 3-11 1l2 3-4 10 IL___N_ II II WIC N II _ - - IF f 1 11 6 1 I 1 I � Ix T II II - coII II II II _ II M II IT-----� W1 11 0 5-2 _ N o BATH 1 O 1 n-5 6 01/2 F� I N 11 O10 O0 1 1 cV T _ C)o --- —� 0 14'-4" 22'-911 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 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 COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS UNIT AREA TABLE T 7MNAE UNIT AREA IN SF TOTAL UNIT AREAINSF UNIT TOTAL BYNAME E A/C NOWA/C GARAGE 1099 81 0 1180 12 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: i 11/24/21 100% DD Set IL 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit 135 Plans & Interior Elevations 3/8" = 1'-0" Unit B5 - Dimension Plan 1 /41'= 1'-0" A5.68 b P R 00 6 U U) cc cc I ILLLR 0 r ILLLI\ Unit C1 - Bath 1 Elevation FILLER On W2442 W3624 W2142 W3024 W3042 \I 1// MICROWAVE `\ ' \� a' \I HOOD l J - DISH \ WASHER \ SB36 DB21 FILLER I ILLLI\ Unit C1 - Kitchen Elevation FILLER C, r RANGE B18 FILLER FILLER r ILLCR 1 ILLLI � u 3/8" = 1'-0" 1 /411 = 11-011 O C1-ALT UNIT AT 4TH FLOOR CC] oil �I C �s•• Unit C1 -Note Plan NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. O BALCONY O 2 O BEDROOM 2 I LIVING ROOM O — � O -1 —� BATH2� CIO C —�A 5 A5.69 B A41 7 7/4" O C KITCHEN O 0 BEDROOM 1 WIC JJI BATH 1 IC C By L — 4 A5.69 A 1 /4" = 1'-0" 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 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. 03 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 24 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, LINO 21 TOILET PAPER HOLDER,19" AFF 11 22 LIGHT CENTERED ON SINK 18 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 21 24 LINEN CABINET WITH SHELVING SYSTEM 17 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 BALCONY N o N CV T U? 0 CV I 1 ° N ti WIC N 1BEDR00M 2 LIVING ROOM 1BEDR00M 1 Mx CV 1 V-51/2" 12'-5 7/8" 12'-0" WIC 1 `D I 4'-10' 2'-51/2" 3'-8 3/8" V-6" �3'-O 2'-10 3/4" 6-01/2" I CV N M II Ij IIIIIIIIII C? C CV BEDROO II L IIIIII , o �ICC_—� KITC 010 Q IO2 BATOMN_NH 0 f 1V-8" 4 22 34j 4'-11/2" 3 5 4'-111/2" 6-01/2Nr "ao ti — — — 4 zo V-51/2" — I zo I C? M° N -—A - 25'-71/2" 25'-71/2" C1-ALT UNIT AT 4TH FLOOR Unit C�1- Dimens�on�Pan 22'-6 7/8" WALL INDICATES SPECIFIC WALL TYPE foFIRE 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 NC NON -A/C GARAGE C1 1289 66 0 1355 12 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 I Karen V McIntyre AR0017018 L SET DISTRIBUTIONS: I 11/24/21 100% DO Set i i 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit C1 Plans & Interior Elevations A5.69 3/8" = 1'-0" 1 /411 = 1'-011 UNIT FINISH SCHEDULE SHEET NOTES c r L) U LIGHT (ABOVEI 46" HIGH WIDTH TO MATCI• V5b3n Cabinets & Accesso Tnu rT n�nrn � ins nrn SIN ROD BATH W1 TUB IN ADAPTABLE BATHROOMS Heiahts O COUNTERTOP SECTION DETAIL Cabinet Blocking Detail at Kitchen our 24" CA CO CABINET BLOCKING DETAIL LO r SHELVES AS NEEDED .T AS NEEDED JNTERTOP AS NEEDED I" ABINET 3/411 = 1 1 -0" SINGLE SHELF IN LAUNDRY & W/H COATED SINGLE SHELF VINYL COA WIRE SHEL% W/ HANGING 1 CLOSETS FLOOR BASE WALL CEILING z z w z� w o w z o w z z a z CD z z a a Cnn U O a L V Uz V Z S2 Q g ,' o U_ = t% Z Cn w O a U o_ U ccnn = O O p LU C) z M a s z O M co Y LU o x w oa z o -s3 J z w � i w o I— z 0 c� z C'i U z 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 2 1 GARAGE j 2 1 BALCONY 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" O o ¢CEO BOTTOM SHELF ONLY APPLIES TO CLOSETS n DEEPER THAN 24" WITH DOORS PROVIDING LESS THAN A 32" CLEARANCE COAT CLOSETS Enlarged Floor Plan at Fourth Floor 3/8" = 1'-0" 3/8" = 1'-0" Enlarged Floor Plan at Second & Third Floor Enlar at First Floor CLOSET CEILING TO BE 2-HR RATED ASSEMBLY FW-7 -90-MIN FIRE RATED DOOR & HARDWARE' ed Floor Plan 3/8" = 1'-0" 3/8" = 1'-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, LINO 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 -0'-1/2" AFF, LINO 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 TFEF FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS mFORUME a e ARCHITECTURE & a INTERIOR DESIGN, INC. c 11 237 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 l Karen V McIntyre A nn-17n10 11/24/21 12123/21 02117/22 SFT nl.gTRIRI ITI(1NS- 0 SHEET REVISIONS: PROJECT NO. 4097 Enlarged Plans, Unit Finish Schedule & Accessibility Details A5.81 0 KEYNOTES co iv U TUB CLEAR FLOOR SPACE i o J LAVATORY CLEAR FLOOR SPACE Units B2, B3, B4 & B5 Bath 2 FHA Specification "B" TUB CLEAR FLOOR SPACE Unit B 1 Bath 2 FHA Specification "B" SHOWER CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE Unit Al A23 A3 Bath - Shower FHA Specification "B" TUB CLEAR FLOOR SPACE LAVATORY CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE to MANEUVERING CLEAR FLOOR SPACE MANEUVERING CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE 1 /411 = 1'-011 1 /4" = 1'-0" 1 /4" = 1'-0" L ii L II it i DI o 03 o L_ �t �W MANEUVERING CLEAR FLOOR SPACE WATER CLOSET CLEAR FLOOR SPACE 01 30" X 48" CLEAR FLOOR SPACE -UNIVERSAL 02 48" X 60" CLEAR FLOOR SPACE - FORWARD TUB APPROACH 03 48" X 56" CLEAR FLOOR SPACE -SIDE TOILET APPROACH 04 48" X 66" CLEAR FLOOR SPACE -FORWARD TOILET APPROACH FORUME ARCHITECTURE & L INTERIOR DESIGN, INC. i 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 vwwv.forumarchitecture.com i Zephyr Commons Apartments City of Zephyrhills, FL i 02/17/2022 i Karen V McIntyre A Mt)A4 7r14 Q L SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Apartments - FHA Bathroom Clear Floor Space Diagrams Unit Al & A2 Bath -Tub FHA Specification "B" 1 /41' = 1'-01 1 A5.91 KEYNOTES 3 01 30" X 48" CLEAR FLOOR SPACE -UNIVERSAL N aFORUME 02 48" X 60" CLEAR FLOOR SPACE -FORWARD TUB APPROACH m 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. 237 S. Westmonte Drive, Suite 220 r Altamonte Springs, FL 32714 0 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments 0 I r I I I I City of Zephyrhills, FL I — — _ _ N = I— r— c 02/17/2022 01 I 01 1 01 01 I of Karen V McIntyre 1 1 11 11 I I AR0017018 11 r 01 II F 11 (� II F E L� -� ` • .!Q I0 0 I O O l0 i X O l0 cr _ 00 010 0l N� o►� r'�F. 7o A 171 D P►RG . a c RANGE CLEAR FLOOR SPACE SINK CLEAR FLOOR SPACE DISHWASHER CLEAR FLOOR SPACE REFRIGERATOR CLEAR FLOOR SPACE Unit B2 Kitchen 1 /4" = 1'-0" m Q a SET DISTRIBUTIONS: 11/24/21 100% DD Set r� 12/23121 Owner Review Set I = 02117/22 Permit Set `o c ram==� ��T� fF_ �F_ ��_� I I I--_� I I o1 ��_� ► I��-� I I m I o1 1 I LOFo1101 III 1 01 it I 01 Ell 2 01 I I I ( v I� I� I� c 010 010 010 " w 010 010 010 010 010 N I �Z 0 00 00 00 �� 010 O� i0 OO0KD� A SHEET REVISIONS: --- I --- 1 --- 1 — — - ---_j ----� ---J 0124) ----� ---- —� ----� _� r U E 2 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 B4 Kitchen Unit B1 Kitchen Q 5 2 nit B5 similar 1 /4" = 1'-0" 1 /411 = 1'-0" r Y NN 43 c R® V L 6 II I II I II II I I� I I� I �� I �� I I E �1 °I �I ° II °I 01 II °I I� I I� I II� I I I 11 1 I I 1 1 I I 01 1 1 0 01 11 01 I 01 m r o1 _ _ t— _ I L _ I L 01 L:_ I I D PROJECT NO. 4097 ti 1 I 1 z 010 010 50 010 z O 01 01 rz 01 010 010 010 :Z 010 w 10 10 o O o Iu 010 2 o I Apartments - FHA Kitchen Clr • I I ea Floor Cn ---� ---� ---� 01 ---� --- -----� --- ----� --- ----J 01 Space Diagrams 06 rr t- U w 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 _ U Unit B3 Kitchen Unit Al Kitchen A5.92 � Unit C1 similar 1/4" = 1'-0" 1 Unit A2 & A3 similar 1/4" = 1'-0" ro a m B e ARCHITECTURE & 2 a __ _ _ __ 1 INTERIOR DESIGN, INC. 7 \V/ Z I Z Z I 12" MIN* 12" MIN I I I 237 S. Westmonte Drive, Suite 220 x I 24"MIN I 22„ Altamonte Springs, FL 32714 L _ _ — N 407.830.1400 AR97193 www.forumarchitecture.com m C Q E 2 FRONT APPROACH PUSH SIDE PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH, PUSH SIDE, HINGE APPROACH, PUSH SIDE, DOOR � Zephyr BOTH CLOSER AND LATCH Y=48" MIN IF DOOR HAS CLOSER Y=48" MIN IF BOTH CLOSER AND LATCH PROVIDED o C to C C Commons ManeuveringClearance at Outside of Unit EntryDoors FHA Change in Levels FHA 14Apartments 1/4" = 1'-0" At Unit Entry NTS so a x m r 0 M E STANDARD DEPTH SINKS UP ENVIRONMENTAL ELECTRICAL LIGHT 0 w " CONTROLS OUTLETS SWITCHES m ------ TO 9 DEPTH PERMITTED, =oUj REAR DRAIN PREFERRED r City of Zephyrhills, FL 00 *� z HOT WATER & DRAIN PIPES m (0INSULATED �— _ 0 02/17/2022 z Q N Z Karen V McIntyre AR0017018 t ADJACENT CABINETS, WALL, E co AND FLOOR MUST BE FINISHED —10" 10" >10" 24" MAX TO MATCH 0 OF, FL MAX MAX C UNOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED SIDE REACH °1 yAft .9 Side Reach FHA Knee & Toe Clearance FHA Control Locations FHA ,� A 00 8� 1 /2" = 1'-0" Sink With Pipe Protection 1 /2" = 1'-0" 4 Forward & Side Reach Unobstructed 1 /2" = 1'-0" 9V 0. 'G R ... P►R 36" rA 24" 10 12" 20" MAX >20" - 25" MAX c 10 .3 CONTROL v OR OUTLET CONTROL OR OUTLET r Al C N rybo "' STANDARD 6", 7", 8", AND 9" od ----- DEEP SINKS WITH CENTER DRAIN C-O-----UNTERT_COUNTERTOP 0 16 co 00 M a z PIPE PROTECTION & z_ MIN 30"WIDE _z MIN 30"WIDE 0. SET DISTRIBUTIONS: APPEARANCE PANEL CLEAR CLEAR E 11/24/21 100% DO Set o N N KNEE SPACE N KNEE SPACE J I Z o o zd ¢ z a 12123/21 Owner Review Set ADJACENT CABINETS, WALL, m 02/17/22 Permit Set Co AND FLOOR MUST BE FINISHED " 3" MIN TO MATCH ------------------� 12"PREFERRED 8 SECTION SECTION MIN 0 UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH 0 Side Reach with Obstruction FHA Forward Reach FHA Knee & Toe Clearance FHA Control Locations FHA 1 Kitchen Sink 1/2" = 1'-0" 1 1/2" = 1'-0" Sink With Panel 1/2" = 1'-0" Forward Reach Over Obstructions 1/2" = 1'-0" 18"MIN 18"MIN NFPA GRAB BAR: NFPA GRAB BAR: PROVIDE BLOCKING FOR VERTICAL GRAB PROVIDE BLOCKING FOR VERTICAL 7" 7" BAR AT THE LEAST OBSTRUCTED FOR GRAB BAR AT THE LEAST OBSTRUCTED 7" 7" ENTRY AND EGRESS FOR ENTRY AND EGRESS m 0 OFFSET WALL m CONTROL SHEET REVISIONS: 18" MIN 18" MIN OR OUTLET z IN 6" 48" MIN 6" z 24 \1 i 5 c % :2 f Uj STANDARD 24" " z DEEP CABINET r % STANDARD DEPTH SINKS UP 251/2 MAX 2 o TO TUB EDGE IF " w z N NO OFFSET WALL �� z--------- -' TO 6" DEPTH PERMITTED %, COUNTERTOP .o 0 251/2" MAX Q z TUB p _j REAR DRAIN PREFERRED 0 COUNTERTOP E z z z U €o STANDARD 24" LL o �, z PIPE PROTECTION & u. DEEP CABINET - 0 APPEARANCE PANEL co CONTROL 0 TUB `' o a N OR OUTLET TUB ` C14i TUB i N TUB ADJACENT CABINETS, WALL, Q 1 _ N " ---- ------ 3" MIN AND FLOOR MUST BE FINISHED r " BACK WALL PLAN W/OFFSET WALL TO MATCH 12" PREFERRED SIN SECTION PLAN FOOT (CONTROL WALL) BACK WALL HEAD c m � j Water Closet At Tub Wall Blockin FHA Tub Wall Blockin FHA Knee & Toe Clearance FHA Control Locations 16 1 /2" = 1'-0" 11 1 /2" = 1'-0 Sink / Disposal With Panel 1 /2" = 1' FHA —0" Side Reach Over Obstructions 1 /2" = 1'-0" NFPA GRAB BAR: 8"MIN S PROVIDE BLOCKING FOR VERTICALc E GRAB BAR AT THE LEAST OBSTRUCTED -I -1 FOR ENTRY AND EGRESS PROVIDE PIPE PROTECTION m 18 z 17" MIN " FOR DRAIN & HOT WATER SUPPLY " r PROJECT NO. 4097 FLUSH CONTROL SHALL BE ON (19 TO 21 WITH PIPE INSULATION OR 32 F THE OPEN SIDE OF THE TOILET 14" 14" 10" 46" g TYP PER PLAN) MIN CLEAR 0 MIN MIN '� c'' VANITY COUNTERTOP REMOVABLE PANEL Z APRON � z 111�1� 1L�� W - N 1� - i p � W Ix a Apartments z z _ CD Fair Housing >g� Z Z z U Cl)Uj 9 Cl)M M coCD l7 O°- Z M Z Requirements e N Sk MINIMUM SPACE AREA F BACK WALL SIDE WALL 19" MAX L SUPPORT BRACKET Uj F- AT SHOWERS < 60" LONG = CONTROL WALL BACK WALL NON -CONTROL WALL 0 Water Closet At Side Wall Blockin FHA Shower Wall Blockin FHA Knee S ace FHA Clear at DOOCS FHA D A5.93 15 1 /2" = 1'-0" 10 1 /2" = 1'-0" 6 Roll -Under Vanity / Lavatory 1 /2" = 1'-0" 1 1 /2" = 1'-0" 0 1 5/4X6 D Elevation - Rear Building Type II Elevation - Left 071 5/4X6 061 `--10715/4X8 19 5/4X6 5/4X4 D A 1-'TRUSS m m �� IIII. ,� HOME] Sol 11 . 1-'TRUSS BRG 06 plllllllll�,�III II ■I■I■I�I�I�I�I� MENIII ��� _I��,I . ■� .=� _� Imm-LIN.IIIII , m514X6 �illl ,-, I'.L�"'=�■ICI I��■1■1■I■1�1■I■I■ 11■I■I■III 11= ■__:_ _ ■ _ ■ 1 TRUSS BRG 10 D ■I __ ._. TRUSS BRG Ilk 01-0 % ■ ■ ■ �� a ��.�:.: No �■ -�...�.�� `� Elevation - Right 04 '--E B 04 15 07 5/4X6 06 LE 5AX8 081 15 07 514X4 O6 101 B `-109 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 ■ 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 3/32" = V-011 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 01 SELECTED BY OWNER 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 4IA6.61 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 41' 6 3/4" BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP TRUSS BRG DRAWINGS FOR REVIEW 07 5/4X6 12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL 07 5/4X4 GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22, 32'-6 318" COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR 4TH FIN FLR ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION 30'-8 7l8" DETAIL TRUSS BRG 08 13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS 10 D 14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS 21'.81/2" 15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 3RD FIN FLR 19'-11" 16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS TRUSS BRG THAN 3 FEET IN ANY DIRECTION FROM OPENINGS E G OPERABLE t • s WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL 11 BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO - COORDINATE 10'.10 518" 17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE 2ND FIN FOR ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR / OWNER, PROVIDE - 9'-1 118" SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT TRUSS BRG LOCATION WITH OWNER, VENDOR AND AHJ 18 ELEVATOR HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS 19 EXHAUST VENT, REFER TO MECHANICAL DRAWINGS - 0'-0■ TYPICAL TRUSS HEEL DIAGRAM 3/32" = V-0" 00 Z 0 wLU Cow a SCALE 3/4" =1'-0" 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 Mclntyr AR0017018 A 0 1 •j 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 II - Exterior Elevations Elevation - Parking Side Building Type 11 3/32" = V-0" A6.21 SHEET NOTES 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 5/4X6 0 A C B O 31/2" 31/2" 31/2" p. p d O O O Foam Band Detail 1-1 /2" = 1'-0" 5/4X6 5/4X4 5/4X6 5/4X4 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 5AX6 5AX6 5/4X4 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, LINO 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 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 j SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 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" A6.61 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 5/4X6 0 A C B 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 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 M 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 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 41A6.61 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 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 FORUM■ 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 09/17/29 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" A6.62 CORRIDOR CORRIDOR CORRIDOR �- 3'-9", REFER TO DETAIL 10/A7.24 OPPOSITE SIDE OF CORRIDOR Section / Building Type 11 "BS" IS FOR BLDG. SERVICES i A 4l-P, WA" CORRLDOR O BS El 0 —110 TRUSS BRG EL 4TH FIN FLR CORRIDOR FQM BS RE] El EL —OIL 39-8 7/8" TRUSS BRG OL 2V-81/2" _ 3RD FIN FLR CORRIDOR M © "M" IS FOR ® MECHANICAL L EL OL 19'-11" TRUSS BRG 2ND FIN FLR CORRIDOR ❑ ❑ ip TRUSS BRG 4 A9.31 MIR EL ELECTRICAL—' "EL" IS FOR ELEVATOR 10 A7.11 9 A7.11 Section Building Type II RISER 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 WWA, UNO G ALL UNIT TO CORRIDOR WALLS TO BE WW-52, LINO 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 2 4 A9.31 MIR 1 3/32" = 1'-0" 4 A8.01 J W I = CV _ 41'-6 3/4" TRUSS BRG UNIT R-1 © ELEV I UNIT I I _-4 OL 37-6 /8" I I 4TH FIN FLR o /\ II o II I III o ELECTRICAL <> IIICIIII ICI 114111 Idl "C" IS FOR CORRIDOR L` —JJ _ O, 21'-81/2" 3RD FIN FLR _ O,10'-10 518" 2ND FIN FLR —1 , Q1.1 1 /R" 3/32" = V-0" _ L 41'-6 3/4" TRUSS BRG _ OIL 32'-6 3/8" 4TH FIN FLR 30'-8 7/8" TRUSS BRG _ O, 21'-81/2" 3RD FIN FLR OIL '-F TRUSS BRG _ OIL 10'-10 5/8" 2ND FIN FLR 9'-1 1/8" TRUSS BRG L 01.0" 3 2 TYPICAL TRUSS HEEL DIAGRAM C0 z o_ W ~ y fn W w a SCALE 3/4" =1'-0" roFO UME a m e ARCHITECTURE & a INTERIOR DESIGN, INC. c c 237 S. Westmonte Drive, Suite 220 r Altamonte Springs, FL 32714 m 407.830.1400 "tl AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre j 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 U z z Building Type II Building Sections Section Building Type 11 ENTRY 3/32" = V-0" A7.02 SHEET NOTES Typical Unit Balconv At Roof BALCONY GUARDRAIL ENCLOSURE PER PLANS & ELEVATIONS COLUMN OR WALL BEYOND--,,,,,,FW-5 PER PLANS & ELEVATIONS Id 10 A7.21 BEAM PER STRUCTURAL EXTERIOR FINISH PER ELEVATION LEDGE PER STRUCTURAL :::�' 8 CONTINUOUS EXTERIOR WALL I A7.21 SHEATHING PER STRUCTURAL EXTERIOR FINISH PER ELEVATION WW-1 OR WALL BEYOND PER PLANS & ELEVATIONS �T�ical Balcony Section I V / GUARDRAIL PER PLANS & ELEVATIONS COLUMN OR WALL BEYOND PER PLANS & ELEVATIONS N_ I U / cn / L--� PATIO UNIT UNIT 1 If - 1'-0" CORRIDOR FW-1 F -1/2" GYPBG HEINX MBL PRE ENGINEERED WOOD TRUSS 6 UNIT A7.21 FW-1 Floor Trusses at Corridor PER PER ASSEMBLY PER STRUCTURAL % Perpendicular / Perpendicular Condition 1" = 1'-0" CORRIDOR 6 UNIT A7.21 FW-1 FW-1 — j — — L — FIN. FL — — — — — — — — — — — — — — — — ...:...., , :... ,.:... ...:.,., .. , ,... PER EL CONTINUOUS DRAFTSTOPPING -1/2" GYPBD OR 7/16 EXT GRADE SHEATHING INSULATI N PER PER ASSEMBLY ASSEMBL PRE ENGINEERED WOOD TRUSS CEILING PER ASSEMBLY Floor Trusses at Corridor % Parallel / Perpendicular Condition FIN. FIL PER ELEV CORRIDOR FW-1 ---------J- 1 " - 1'-0" INSULATION PER ASSEMBLY v EXTERIOR FINISH PER ELEVATION------,� 3 A7.21 Yll CONCRETE FOUNDATION &SLAB PER STRUCTURAL S� LOPE — I TOS VAPOR BARRIER \ PER SPECIFICATIONS � — — — — — — — — — — / 1/2" GYPBD OR 7116 EXT GRADE SHEATHING PER ASSEMBLY PRE ENGINEERED WOOD TRUSS 1 If = 1'-0" 6 UNIT A7.21 FWA L— — — — — — — — — -- A, FIN- FL CEILING PER ASSEMBLY Floor Trusses at Corridor j Parallel / Parallel Condition CORRIDOR INSULATION PER ASSEMBLY—, VAPOR BARRIER PER SPECIFICATIONS L_J CONCRETE FOUNDATION & SLAB PER STRUCTURAL `P' PER ELEVATI S i SOFFIT & VENT PER ROOF CALCS i SEALANT & BACKER ROD AS NEEDED i <e>-'P EXT � EXT R-13 EXTERIOR FINISH PER TRUSS PER S' Exterior Wall At Floor Truss J Perpendicular Conditions EXT INSULATION PER EXTERIOR FINISH PER LADDER TRUSS PER S1 Exterior Wall At Floor Truss Parallel Condition UNIT 1 " = 1'-0" 1 " - 1'-0" 1 " - 1'-0" EXT UNIT INSULATION PER ASSEMBLY I EXTERIOR FINISH PER ELEVATION--�_ WW1 1,2 A7.21 CONCRETE FOUNDATION I&SLAB PER STRUCTURAL I LEI 4= � I VAPOR BARRIER ------_I PER SPECIFICATIONS L — — — — — — J 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 a 1 S a FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 j Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarc-hitecture.com Zephyr Commons Apartments City of Zephyrhills, FL I SET DISTRIBUTIONS: 11/24/21 100% DD Set ' 12/23/21 Owner Review Set 02/17/22 Permit Set PROJECT NO. 4097 i Apartments - Wall Sections Typical Unit Patio Section Corridor Wall At Base Exterior Wall At Base 9 ill - 1'-0" 5 ill - 1'-0" 1 1 11 - 1'-011 0 iL A7.11 Section at Building Entry Pre -Engineered Cano WOOD TRUSS —Uwv- I S I UFFINU - 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ROOF PLANS INSULATION PER ASSEMBLY OL TRL PEF VDOUBLE TOP PLATE CEILING PER ASSEMBLY RW1 2X WOOD BLOCKING MINERAL WOOL FIRE BLOCKING • UNIT UNIT Roof Trusses at Tenant Separation 8 Trusses Perpendicular 1" = 1'-0" L'F" IV1 "'F" %2- 1/2" GYPS D OR 7116 EXT PREENGINEEREWOOD TRUSS GRADE SHEATHING PER ROOF OF PL INSULATION PER ASSEMBL N T TRU ai PER m U) DOUBLE TOP PLATE VCEILING PER ASSEMBLY RW-1 2X WOOD BLOCKING MINERAL WOOL FIRE BLOCKING WW-54 UNIT UNIT Roof Trusses at Tenant Separation 7 Trusses Parallel 1" = 1'-0" DRAFTSTOPPING - 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ROOF PLANS PRE ENGINEERED WOOD TRUSS fINSULATION PER ASSEMBLY EXT 111 = 1'-0" CEILING PER ASSEMBLY �RW>A 2X WOOD BLOCKING RW1 WW-52 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 INSULATION PER ASSEMBLY UNIT DRAFTSTOPPING - 1/2 GYPBD OR 7/16 EXT GRADE SHEATHING PER ASSEMBLY PRE ENGINEERED WOOD TRUSS PER 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 FIN. FL WALL INDICATES SPECIFIC WALL TYPE PFR FI FV PER ASSEMBLY I . WOOL FIRE BLOCKING UNIT UNIT Floor Trusses at Tenant Separation T / Trusses Parallel / Perpendicular DRAFTSTOPPING -- 1/2 GYPBD OR 7116 EXT GRADE SHEATHING PER ASSEMBLY PER ASSEMBLY `—PRE ENGINEERED CEILING PER ASSEMBLY WOOD TRUSS 2X BLOCKING MINERAL WOOL FIRE BLOCKING UNIT UNIT Floor Trusses at Tenant Separation Trusses Parallel / Parallel lit = 1'-0" UNIT � UNIT 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ASSEMBLY INSULATION PER ASSEMI WOOD EILING PER ASSEMBLY I INERAL WOOL FIRE BLOCKING UNIT UNIT Floor Trusses at Tenant Separation 1" = 1'-011 L j Trusses Perpendicular / Perpendicular 1" = 1'-0" CEILING PER ASSEMBLY RW 1 2X WOOD BLOCKING < RW-1 WW52 CORRIDOR UNIT � Roof Trusses at Corridor Trusses Parallel 1 if = 1'-0" CUNCRETE SLAB VAPOR BARRIER PER SPECIFICATIONS Base at Tenant Separation Wall 1 if = 1'-0" 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 r-1 11 A A -7 f% A A SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: ROJECT NO. 4097 Apartments - Wall Sections A7.12 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 O SLOPE O ° d d ° ° End of Balcon 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 514 FIBER CEMENT TRIM FIBER CEMENT PANEL BUILDING WRAP 1/2" DRIP EDGE AL STRIP F H HEMMED CEMENT PANEL SEALANT Bulkhead at Balcon at Fiber Cement Panel / Trim PROVIDE 1/4" 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 d ° d d '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 3" — 1'-0" CEILING PER ASSEMBLY SEALANT W/ BACKER ROD AS NEEDED BUILDING WRAP SELF ADHERING FLASHING FIBER CEMENT TRIM EXTERIOR SHEATHING INSULATION BAFFLE — CEILING PER ASSEMBLY :' I \—INSULATION PER ASSEMBLY SEALANT W/ BACKER 2X DOUBLE TOP PLATE ROD AS NEEDEDINSULATION PER ASSEMBLY 514 FIBER CEMENT TRIM , INTERIOR SHEATHING BUILDING WRAP PER ASSEMBLY CONT SEALANT FIBER CEMENT LAP SIDING EXTERIOR SHEATHING PER ASSEMBLY EXTERIOR I I INTERIOR 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 Ceiling 7 at Fiber Cement Panel / Trim CORR 'v FLASHING ) EDGE BER CEMENT PANEL 3NT SEALANT 3" — 1'-0" PER STRUCTURAL BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY 31' = 1'-0" INTERIOR INTERIOR SHEATHING PER ASSEMBLY FRAMING PER INTERIOR SHEATHING STRUCTURAL DRAWINGS PER ASSEMBLY BASE SELECTED BY OWNER BASE SELECTED BY OWNER WOOD SILL PLATE RESILIENT CHANNELS PER ASSEMBLY PER STRUCTURAL DRAWINGS CONTINUOUS PERIMETER ISOLATION I I CONTINUOUS FLOOR SHEATHING PER ASSEMBLY PERIMETER ISOLATION FLOORING PER INTERIOR FLOORING PER INTERIOR FINISH SCHEDULE / NOTES FINISH SCHEDULE / NOTES — — — — — — — — _ — — — — — — 1--- — 1/2" MIN 1/2" MIN UNDERLAYMENT PER ASSEMBLY Corridor Wa�IBase�tFloor Truss 3" = 1'-0" INTERIOR INTERIOR SHEATHING PER ASSEMBLY INTERIOR SHEATHING FRAMING PER PER ASSEMBLY 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 --------------I l--— — — — — — — — — Q° a a a 1/2",MII@ a 1'" MIN a d° .Q Q Q d d d _ d° QO Q Q d..°. Q :Q ° CONCRETE SLAB Q. d d ° q (Z�Corridor Wall Base at Slab BALCONY I INTERIO7R EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT LAP SIDING INTERIOR SHEATHING BUILDING WRAP PER ASSEMBLY FRAMING PER METAL FLASHING STRUCTURAL DRAWINGS ELASTOMERIC MEMBRANE TO EXTEND BASE SELECTED BY OWNER 2" PAST METAL BASE FLASHING 'k tr 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 L — — — — — — — — — SLOPE 1/2" ° 1/2" ° d d d Q a . LCONCRETE TOPPING UNDERLAYMENT PER ASSEMBLY PER ASSEMBLY DECK SHEATHING PER ASSEMBLY 4"x6" METAL BASE FLASHING (,"�_Bp_lco�n_W`all Base at Floor Truss Typical at Fiber Cement Lap Siding 3" = 1'-0" PATIOI INTERIOR EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT LAP SIDING SELF ADHERING FLASHING BUILDING WRAP SELF ADHERING FLASHING INTERIOR SHEATHING METAL FLASHING Z PER ASSEMBLY FRAMING PER FIBER CEMENT STARTER STRIP STRUCTURAL DRAWINGS GAP, NO SEALANT BASE SELECTED BY OWNER 5/4 FIBER CEMENT TRIM PT WOOD SILL PLATE PER STRUCTURAL DRAWINGS CONTINUOUS SILL SEALER CONT SEALANT '_� ``'�" � FLOORING PER INTERIOR SEALANT W/ BACKER ROD AS NEEDED FINISH SCHEDULE / NOTES SLOPE 1/2" L—— — — — — — — — — d ° ° 4/2„ d d. d "71 In CONCRETE SLAB Patio Wall Base at Slab Typical at Fiber Cement Lap Siding 3" = 1'-0" EXTERIOR INTERIO_] 1 EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT LAP SIDING INTERIOR SHEATHING SELF ADHERING FLASHING 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 ui 1Q Q1/2" ° d d' ° 4 Q OPTIONAL, NOT SHOWN CONCRETE SLAB a TERMITE SHIELD z ° Q D7 ° Sd _ LOPE — Q °. — Q i — Exterior Wall Base at Slab J at Fiber Cement Lap Siding &Trim 3" = 1'-0" EXTERIOR INTERIOR EXTERIOR SHEATHING PER ASSEMBLY STONE VENEER = INTERIOR SHEATHING MORTAR SETTING BED PER ASSEMBLY FRAMING PER CEMENT PLASTER SCRATCH COAT -;' "I STRUCTURAL DRAWINGS ASPHALT PAPER BASE SELECTED BY OWNER LATH PER SPECIFICATIONS PT WOOD SILL PLATE BUILDING WRAP PER STRUCTURAL DRAWINGS CONTINUOUS SILL SEALER GROUTED JOINTS FLOORING PER INTERIOR FOUNDATION WEEP SCREED FINISH SCHEDULE / NOTES I— — — — — — — — — — 0 4 ° d 1" MAX a ° CD d ° OPTIONAL, NOT SHOWN ° Q d oCONCRETf SLAB d TERMITE SHIELD ° d a Z d d °. to ° SLOPE d �. Q d4 <° d. Q Q Exterior Wall Base at Slab FO UME i ARCHITECTURE & i INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 i Altamonte Springs, FL 32714 407.830.1400 AR97193 i www.forumarchitecture.com I 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 )2/17/22 Permit Set /1 OMr-r- I KtV►0IVIVJ: r PROJECT NO. 4097 i Apartments - Section Details A7.21 3" = 1'-0" 3" = 1'-0" Typical at Stone Veneer w/ Out Ledge 3" = 1'—Ofl SLOPE 514 FIBER CEMENT TRIM ---- Fes,----- J 4 - SEALANT W/ BACKER ROD CONT SEALANT I '.'. AS NECESSARY SELF ADHERING FLASHING ;: I 2X WOOD BLOCKING PER 5/4 FIBER CEMENT TRIM STRUCTURAL DRAWINGS CONT SEALANT FRAMING PER CONT SEALANT I STRUCTURAL DRAWINGS FIBER CEMENT PANEL EXTERIOR SHEATHING BUILDING WRAP ------------ RAP FIBER CEMENT PANEL EXTERIOR SHEATHING I I I EXTERIOR I Low Wall Ca 14 Wood Framing with Fiber Cement Finish (Both Sides) 3" = 1'-0" EXTERIOR SHEATHING PER ASSEMBLY I 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 5/4 FIBER CEMENT TRIM STRIP OF ROOF UNDERLAYMENT, BUILDING WRAP OR SELF -ADHERING FLASHING FOR BARRIER CONTINUITY I o ROOF UNDERLAYMENT PER ASSEMBLY 0 0 METAL STEP FLASHING SET IN MASTIC 0 CAP SHINGLES I z U- ROOF SHINGLES SET IN MASTIC N co ROOF SHEATHING PER ASSEMBLY WOOD TRUSS PER STRUCTURAL / gH�NG SCOPE _---WOOD FRAMING PER STRUCTUR/ Roof to Head Wall Flashin 1 Shingle Roof at Fiber Cement Wall Finish EXTERIOR SHEATHING PER ASSEMBLY - I FRAMING PER STRUCTURAL DRAWINGS BUILDING WRAP A. FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL 7" FLASHING , FIBER CEMENT STARTER STRIP GAP, NO SEALANT `v CONT SEALANT STRIP OF ROOF UNDERLAYMENT, BUILDING WRAP OR SELF -ADHERING FLASHING FOR BARRIER CONTINUITY 5/4 FIBER CEMENT TRIM w v` I o ROOF UNDERLAYMENT PER ASSEMBLY --------.I o METAL STEP FLASHING SET IN MASTIC CAP SHINGLES SET IN MASTIC --,,I z CV 5" METAL FLASHING �� ROIOF SHEATHING PER ASSEMBLY wOOD TRUSS PER STRUCTURAL can I Roof to Side Wall Flashin 1 Shingle Roof at Fiber Cement Wall Finish 3" = 1'-0" BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PANEL SELF ADHERING FLASHING - z METAL FLASHING------.<z I z to SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM GAP, NO SEALANT --- 'I CONTINUOUS SEALANT AWNING ATTACHMENT PER MFR f 5/4 FIBER CEMENT TRIM CONT SEALANT---------.,, 2X WOOD BLOCKING GC TO VERIFY Awning Support 11 at Fiber Cement Panel ROOFING PER ASSEMBLY ROOF UNDERLAYMENT OUTRIGGER PER - - - - - STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA METAL DRIP EDGE OVERHANG PER ROOF PLAN FIBER CEMENT FASCIA FIBER CEMENT SOFFIT 2X BLOCKING AS REQD- SOFFIT VENT PER ROOF CALCULATIONS FIBER CEMENT BATTEN OR SOFFIT CONT SEALANT PRE -DRILL AND INJECT WITH SEALANT SEALANT W/ BACKER RODS 1/2" DRIP FIBER CEMENT 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/ �Fier �Cement Fascia 1 � at Fiber Cement Wall Finish 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 2X BLOCKING AS REQD� SOFFIT VENT PER ROOF CALCULATIONS ;' ?.' SEALANT W/ BACKER ROD—\ FIBER CEMENT BATTEN OR SOFFIT CONT SEALANT 1/2" DRIP FIBER CEMENT TRIM' 3" = 1'-0" BUILDING WRAP PER FIBEI PANEL MFR R COMMEN FIBER CEME CONT 514 FIBER CEMENT TRIM SLOPE T( SELF ADHERING FLA EXTEND 2" PAST END OF T METAL GAP, INC CONT BED OF SEALANT UNDER CAE LATH PER SPECIF ASPHA HARD COAT FOAM I ELEVATIONS SLOPE T( SEALANT W/ BACKER ROD A CEMENT PLASTER SCRA' MORTAR SEl GROUTI STONI Horizontal Break at Floor Transition at Fiber Cement Panel above Stone Veneer BUILD FIBER CEMENT L SELF ADHERING METAL FIBER CEMENT STAR' GAP, NC CONT BED OF SEALANT UNDER CA,' LATH PER SPECIF ASPHA HARD COAT FOAM ELEVATIONS SLOPE T( SEALANT W/ BACKER ROD A CEMENT PLASTER SCRA MORTAR SEl GROUTI STON Horizontal Break at Floor Transition 3" = 1'-0" 3" = 1'-0" v j at Fiber Cement Lap Siding above Stone Veneer TRUSS PER STRUCTURAL DRAWINGS BUILDING WRAPPER FIBER CEMENT PANEL MFR REECOMMENDATIONS) FIBER CEMENT PANEL________' ? o SELF ADHERING FLASHING -------_:,'` METAL FLASHING z GAP, NO SEALANT BUILDING WRAP PER ASSEMBLY-- I n CONT SEALANT EXTERIOR SHEATHING PER ASSEMBLY FIBER CEMENT PER ASSEMBLY & ELEVATIONS Heeled Eave / Fiber Cement Fascia Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 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 SOFFIT VENT PER ROOF CALCULATIONS ":`{ 2X BLOCKING AS REQD FIBER CEMENT BATTEN OR SOFFIT CONT SEALANT FIBER CEMENT SOFFIT . s SEALANT W/ 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 CONT SEALANT' 5/4 FIBER CEMENT TRIM PER ELEVATIONS r" ' CONT SEALANT-------� -' FIBER CEMENT PANEL LAP SIDING I EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL DRAWINGS BUILDING WRAP PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) 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 I `%1 CONT BED OF SEALANT UNDER FLASHING �I 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 3" = 1'-0" �If/ at Fiber Cement Panel Above Stone Veneer w/ Foam Band 3" = 1'-0" Horizontal Break at Floor Transition 3" = 1'-0" % at Fiber Cement Panel & Lap Siding w/ Trim TRUSS PER STRUCTURAL BOIL[ (PER FIBER CEMI MFR RECOMMEI FIBER CEMI SELF ADHERINC METAL GAP, NI CON' FIBER CEMI EXTERIOR SHEATHING PER FRAMING PER STRUCTURAL 3" = 1'-0" Horizontal Break at Floor Transition BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING N I FIBER CEMENT STARTER STRIP z GAP, NO SEALANT N CONT BED OF SEALANT UNDER FLASHING �I CASING BEAD II LATH PER SPECIFICATIONS ASPHALT PAPER----'- t. '- HARD COAT FOAM BAND PER :; ELEVATIONS SLOPE TOP 15" MIN SEALANT W/ BACKER ROD AS NEEDED r i 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" = 1'-0" BUILDING WRAP PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) 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 3FO UME m a Q ARCHITECTURE & a INTERIOR DESIGN, INC. c c m 237 S. Westmonte Drive, Suite 220 o Altamonte Springs, FL 32714 c 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL i 02/17/2022 Karen V McIntyre i SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. i Apartments - Section Details A7.22 4097 3" = 1'-0" v / Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 3" = 1'-0" at Fiber Cement Panel 3" = 1'-0" at Fiber Cement Panel Above Fiber Cement Lap Siding 3" = 1'-0" 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 SET IN MASTIC 5" METAL FLASHING SHEATHING PER ASSEMBLY TRUSS PER STRUCTURAL Roof to Side Wall Flashin v % 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--, \ S_0pE U_ 0 OR 0 z N N 2x PT WOOD FRAM PER STRUCTURAL 311 = 1'-0" Roof to Head Wall Flashing Shingles Roof at Fiber Cement Lap Siding 3" = if -Off ROOFING PER ASSEMBLY ROOF UNDERLAYMENT ROOF FELT OR EQUIV TRUSS PER STRUCTURAL DRAWINGS 2X8 WOOD SUB FASCIA PAINT FINISH AT EXPOSED SURFACES METAL DRIP EDGE CMU PER STRUCTURAL FIBER CEMENT FASCIA OVERHANG PER ROOF PLANIx DRAWINGS FIBER CEMENT FIBER CEMENT SOFFIT `�` LAP SIDING SOFFIT VENT PER ROOF CALCULATIONS 2X BLOCKING AS REQD FIBER CEMENT STARTER STRIP FIBER CEMENT -----.a BATTEN OR SOFFIT a d a CONT SEALANT 4 t: W d ad a d .— 1/2" DRIP FIBER CEMENT SOFFIT a <3 0 ° a CONCRETE SLAB . m SEALANT W/ BACKER ROD a . FIBER CEMENT TRIM w° LL d .a a CONT SEALANT a Q d d Q d FIBER CEMENT PER ASSEMBLY & ELEVATIONS CMU PER STRUCTURAL DRAWINGS---- SLOPE d d a a Typ Eave w/ Fiber Cement Fascia Exterior Wall Base at Slab e 4 Fiber Cement Soffit w/ Vent at Fiber Cement Wall Finish 3" = 1'-0" at Unconditioned Space w/ Fiber Cement Lap Siding 3" = 1'-0" 3 �m ,a a v FO UMN a e ARCHITECTURE & a INTERIOR DESIGN, INC. m `o 237 S. Westmonte Drive, Suite 220 r Altamonte Springs, FL 32714 407.830.1400 "tl AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 6ILvAM t SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: v r PROJECT NO. 4097 U z Apartments - Section Details A7.23 0 12" MIN Finish Transition Plan View - Fiber Cement Panel ASPHALT PAPER LATH P R SPECIFICATIONS GROUTED JOINT MORTAR SETTING BED CEMENT PLASTER SCRATCH COAT CASING BEAD STONE VENEER 12" MIN SELF -ADHERING FLASH 3" = 1'-0" �TEXTERIOR SHEATHING PER ASSEMBLY �BUILDING WRAP .F ADHERING FLASHING E-R CEMENT LAP SIDING VT SEALANT FIBER CEMENT TRIM kLANT W/ BACKER ROD FRAMING PER STRUCTURAL BUILDING WRAP FIBER CEMENT PANEL 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 1� FRONT SEALANT Outside Corner at Panel SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM FIBER CEMENT PANEL` CONT SEALANT 514 FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT LAP SIDING BUILDING WRAP EXTERIOR SHEATHING PER ASSEMBLY :IBER CEMENT PANEL FRAMING PER STRUCTURAL Plan View (Typ) 3" = 1'-0" FRAMING PER STRUC BUILDING FIBER CEMENT LAP EXTERIOR SHE) PER ASS CONT SE SELF -ADHERING FLASHING CI PROTECTION EXTENDING BEYOND EDGE C 5/4 FIBER CEMEN PER ELEV) FRONT Outside Corner at Lap Sidin Plan View (Typ) FRAMING P EXTEI MORT CEMENT PLASTER C LATH PER SELF ADH CORNI LJW NUiNU 3" = 1'-0" z g yl Inside Corner at Finish Transition Plan View - Fiber Cement Lap Siding at Panel (Typ) 3" = 1'-0" SELF -ADHERING FLASHING CORNER - PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM CONT SEALANT BUILDING WRAP) FIBER CEMENT— 5/4 FIBER CEMENT TRIM —/ I z PANEL SEALANT W/ BACKER �o y ROD AS NEEDED CASING BEAD LATH PER SPECIFICATIONS ASPHALT PAPER i CEMENT PLASTER SCRATCH COAT MORTAR E IN S TT G BED STONE VENEER EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL Inside Corner at Finish Transition 33p, n View - Fiber Cement Panel at Stone Veneer 3" = 1'-0" SELF -ADHERING FLASHING CORNER PROTECTION EXTENDING 2" MIN BEYOND EDGE OF TRIM CONT SEALANT- / / �- J J z z BUILDING WRAP FIBER CEMENT 5/4 FIBER CEMENT TRIM � z FIBER CEMENT PANEL CONT SEALANT I io w LAP SIDING zo ir w SEALANT W/ BACKER 5/4 FIBER CEMENT TRIM ROD AS NEEDED LL LL CONT SEALANT LU CASING BEAD Uj FIBER CEMENT LAP PANEL --'LATH PER SPECIFICATIONS BUILDING WRAP ASPHALT PAPER T, i EXTERIOR SHEATHING PER ASSEMBLY CEMENT PLASTER SCRATCH COAT — FRAMING PER STRUCTURAL MORTAR SETTING BED STONE VENEER EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL D5 Inside Corner at Panel Inside Corner at Finish Transition Plan View (Typ) 3" _ 1'-0" Plan View - Fiber Cement Lap Siding at Stone Veneer 3" = 1'-0" I 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 Finish Transition Outside Conner at Stone Veneer Inside Corner at Lap Sidin Plan View - Fiber Cement Lap Siding at Stone Veneer 3" = 1'-0" 7 Plan View 3" = 1 9-0114 Plan View (Typ) 6" MIN SELF -ADHERING FLASHING -7,CD l � I � z z �W o STONE VENEER CASING BEAD o BUILDING WRAP SEALANT W/ BACKER L w ROD AS NEEDED ASPHALT PAPER CASING BEAD LATH PER SPECIFICATIONS SELF ADHERING FLASHING CEMENT PLASTER SCRATCH COAT � MORTAR SETTING BED GROUTED JOINTS EXTERIOR SHEATHING PER ASSEMBLY FRAMING PER STRUCTURAL 1 nside �Corner at Stone �Veneer 3 v ARCHITECTURE & a INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 C 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 nAnA %AA ^ SET DISTRIBUTIONS: (24/21 100% DD Set (23121 Owner Review Set 17/22 Permit Set A SHEET REVISIONS: OJECT NO. 4097 Apartments - Section Details A7.24 3" = 1'-0" Plan View 3" = 1'-0" UNIT FORUME 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. CABINET CORR Fire Extinguisher Cabinet at Rated Wall- Plan View 311 = 1 1-011 2X NAILER 5/8" EXT GRADE FIRE RATED GYP RECESSED LIGHTING FIXTURE BLOCKING AS NEEDED RESILIENT CHANNELS PER ASSEMBLY 5 Sided Box at Rated Ceilin 311 = 1 1-011 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 (NOW COMBUSTIBLE, NON FLAME/ SMOKE) STANDARD DRYWALL CEILING RESILIENT CHANNEL PER ASSEMBLY Z I; :: .... .....:.:..,<:., ;,:.;,.3,.,,..._ STRESS JOINT ACCESSORY DRAFTSTOPPING DRAFTSTOPPING 1 PAIR SELF -CLOSING 22"x36" ROOF ACCESS HASP LATCH 21/2" 211 \ HINGES TO ENSURE ROOF DOOR MADE OF 7/16" O.S.B APPROX. APPROX� GYPSUM BOARD ACCESS DOOR CLOSES 1/2" PER ASSEMBLY DraftStODDina Door STEP 4: INSTALL METAL FLASHING OVER THE TOP 5/8" EXT GRADE, 2X NAILER RIPPED TO SIZE AS INTERIOR SHEATHING SIDE OF FIBER CEMENT MOUNTING BLOCK, SET IN FIRE -RATED GYP REQD BY OUTLET BOX DEPTH PER ASSEMBLY 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. 1 x FIBER CEMENT MOUNTING BLOCK (SIZED AS REQUIRED) TO EXTEND 1" MIN BEYOND VENT COVER ON ALL SIDES CONT SEALANT—-" WASHING MACHINE INTERIOR SHEATHING OUTLET BOX PER ASSEMBLY Washer Rated Outlet Box Plan View - at Rated Wall UNIT (212X STUD 0101-011 1/2" GYP FIRE BLOCKING CORRIDOR 1-1/2" = 11-011 QLICA'rUlklN OCn ALIOMA I V GYP 311 = 11-011 PER ASSEMBLY REFER TO SHEET A1.03 FOR GENERAL NOTES Control Joint at Ceilin Perpendicular to Framing PRE-ENGINEERED WOOD TRUSS 1/2" J. STANDARD DRYWALL CEILING STRESS JOINT ACCESSORY 1/2" DUROCK (NON- COMBI NON FLAME/ REFER TO SHEET A1.03 FOR GENERAL NOTES Control Joint at Ceilini Parallel to Framing 2X BLOCKING 311 = 1 1-011 LIENT CHANNEL PER ASSEMBLY PER ASSEMBLY 311 = 1 1-011 PRE ENGINEERED TRUSS PER STRUCTURAL (2) LAYERS GYPSUM BOARD AT VERTICAL FACE iL ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 j 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 ann4 7nol o SET DISTRIBUTIONS: i 11/24/21 100% DD Set 12/23/21 Owner Review Set 02117/29 Permit Set 0 SHEET REVISIONS: PROJECT NO, 4097 Apartments - Section Details r(_-,"`%\,Exhaust Duct at One -Piece Vent Cover & Fiber Cement Fire Blocking at Corridor/Unit Wall NTS 1-1/2" = V-011 Trav Ceilina Detail 311 = 1 1-011 A7.25 "t' N U U) 0 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. as e a. d$ 6. es Bu e a ° i .yam .'d .. A d a' 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, N DIAGRAM - A 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. 4 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 MUM mcdp'rg 'I "If, 17-11111 .1. 1 Al"M SET DISTRIBUTIONS: 11124/21 100% DD Set 12/23/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Door Installation Flashing Details Door Installation Flashin at Fiber Cement Finish Details 1 /2" = 1'-0" A7.91 PANEL SIDING nIArRAM - .1 STEP 20: INSTALL FIBER CEMENT SIDING PER ELEVATIONS FOLLOWING MANUFACTURER INSTRUCTIONS. nIAGRAM - .I STEP 20: INSTALL FIBER CEMENT PANELS PER ELEVATIONS FOLLOWING MANUFACTURER INSTRUCTIONS. STEP 21: JOINT TRIM PER DESIGN. DIAGRAM - I M STEP 17: INSTALL FIBER CEMENT TRIM OVER WINDOW HEAD " METAL FLASHING. m 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. 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. Nkjow Depth � rn NAILING FIN WINDOW c FRAME WINDOW METAL HEAD FLASHING niA(;RAM - F STEP 13: INSTALL SELF -ADHERING FLASHING OVER WINDOW HEAD FLASHING, EXTENDING 2" BEYOND JAMB FLASHING. AT SILL DIAGRAM - D DIAGRAM - E STEP 11: INSTALL 6" W1DE 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. DIAGRAM - B 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. 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 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Window Installation Flashing Details 1 C Window Installation Flashin at Fiber Cement Finish Details 3/8" = 1'-0" A7.92 TYPICAL SIGN INSTALLATION DIAGRAM - D STEP 7: APPLY SEALANT TO EACH SIDE AND AT BOTTOM OF MOUNTING BLOCK AT SIDING I DIAGRAM - C ui v STEP 6: INSTALL FIBER CEMENT SIDING PER MANUFACTURER U) 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. .1-1 TO U:, 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. INDICATE TYPICAL FIBER CEMENT G AND FLASHING FOR VARIOUS ffIONS IN WOOD FRAME WALL, I.E.: VENT, PIPING, ELECTRICAL BOX, ETC., PENETRATING MATERIAL OR r MOUNTING PLATE ARE NOT SHOWN. TOR SHALL BE RESPOSIBLE TO INSTALL rE AND WATERPROOF PENETRATION. TYPICAL ELECTRIC BOX INSTALLATION BUIIDIND BUaONGWPAP gU BUIIDING W BUILDING N7ZM BUILDING' BUILDING BUILDING BUILD�D BNLpNo --iY �I'1_.,,wAp I ByypAP :: �.,.w• '. � .', : gawp . . Bu� I :. �I.� ✓. I a: ,-.'".;�: I I I INN WRAP oe.. r BUILDING © BULLON .. :. ,' BUILDING : BUILDING IAI B'UPING VO VIMBUILDING WRY BUILDLNG'� BUILDINGWR BUIIDMG BM�NG ❑E 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 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 - STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. 0 TYPICAL WIRE/ PIPE PENETRATION TYPICAL FASTERNER 0 0 DIAGRAM 1 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. TYPICAL RAILING / ORNAMENTATION INSTALLATION 0 N DIAGRAM 1 DIAGRAM 2 ❑© DIAGRAM 3 1 HIM AS ECESSARY ELF ADHERING ASHING 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. BUILOWWW BwLDINGWRFP D BUILDINGWO BUILDINGWO BUILDIND� gU11Dl�"„- �' I ' - BUIIIDING� BUILDIt�WF� ND B DINGWNM IND ILDIND0`0 ILDIN BU pD OUILDINGWR'P BUDI / U B E BUDINOW < BU i I IN INDO BUILD BUILDING0`0 nc BUILDIN BUNDIN BUp,pINDW BUILDING" BUILDING BUILDINGWRM BUILDINGS BUILD IND BUILDIND� BUILD ING © BUN DING WRAP BUdD W�^" NOW BUS BUWIN GWF DIAGRAM DIAGRAM 1- STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE / PIPE, STEP B: INSERT WIRE / PIPE THROUGH HOLE DIAGRAM 2 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. DIAGRAM 3 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. 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. DIAGRAM 5 DIAGRAM 5 - STEP F: 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. 3 W a v m a FORUME e ARCHITECTURE & a INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre AR0017018 OF.F�O� SET DISTRIBUTIONS: 11/24/21 100% DID Set i 12/23/21 Owner Review Set 02/17/22 Permit Set /—\ VI IL.LL I IIL V WIV11W. PROJECT NO. 4097 Apartments - Penetration Details Penetration Details 3'1 1 '-011 A7.93 w u m 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. \ Flashina Details - Balconv Edae .ASHING TRIM r SIDING ASHING G UNFOLD BUILDING WRAP SELF -ADHERING FLASHING COUNTER FLASHING T-BAR EDGE FLASHING BUILDING WRAP BUILDING WRAP Build;�� SELF ADHERING FLASHING 9 NO 19 FIBER CEMENT TRIM 2-' 20 SEALANT 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 1181 CONCRETE KICK -OUT FLASHING 1X FIBER CEMENT TRIM SEALANT EDGE FLASHING BUILDING WRAP SELF -ADHERING FLASHING TOMERIC MEMBRANE SPACERS 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 VIEW - B 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. 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 ALUMINUM T-BAR BUILDING WRAP SELF ADHERING FLASHING 1X FIBER CEMENT TRIM 14 KICK -OUT FLASHING ELASTOMERIC MEMBRANE METAL FLASHIING EDGE FLASHING 1X FIBER CEMENT TRIM 13 T-BAR 16 SEALANT 4" SELF ADHERING FLASHING 1X FIBER CEMENT TRIM 12 URETHANE SEALANT BASED BUILD-UP ELASTOMERIC MEMBRANE 11 SPACERS EDGE FLASHING FIBER CEMENT TRIM STEP - B 8. INSTALL EDGE FLASHING. 9. INSTALL CONT. METAL BASE FLASHING OVER CORNER FLASHING ALONG THE PERIMETER OF BALCONY FOLD UP BUILDING WRAP URETHANE SEALANT BASED BUILD-UP/ 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 FIBER CEMENT TRIM .............. VIEW - B SELF ADHERING FLASHING CORNER METAL FLASHING 1x FIBER CEMENT TRIM 6•. CONTINUOUS METAL FLASHING EDGE FLASHING 'I 'I N 8 EDGE FLASHING CORNER METAL FLASHING 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 FIBER CEMENT CORNER FLASHING AT EDGE OF BALCONY TRIM OVER BUILDING WRAP AS SHOWN. 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. 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 aren V McIntyre AR0017018 • N CI T R 7 1 V Cam' .•�� SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 F U z Apartments - Flashing Details 0� A7094 0 LL at Fiber Cement Finish 1-1/2" = V-0" 0 I FIBER CEMENT TRIM 121 CONCRETE TOPPING ALUMINUM T-BAR FIBER CEMENT SIDING 22 SEALANT 1 331 STEP - H 21. INSTALL FIBER CEMENT TRIM PER MANUFACTURER INSTRUCTIONS. 22. INSTALL FIBER CEMENT SIDING PER MANUFACTURER INSTRUCTIONS, 23. SEAL ALL JOINTS FOLD DOWN BUILDING WRAP 120 STEP - G 20. FOLD BUILDING WRAP DOWN AND SECURE WITH 4" SEAM TAPE. Flashing Details - Balcony at Fiber Cement Finish 23 SEALANT gUlldl 22 FIBER CEMENT SIDING 21 FIBER CEMENT TRIM SELF -ADHERING FLASHING FIBER CEMENT TRIM far • �I �.METAL CORNER opi E_;'P40-g_M00 FIBER CEMENT TRIM FIBER CEMENT TRIM 1171 BACKER ROD AND SEALANT 18 ALUMINUM T-BAR SELF -ADHERING FLEXIBLE FLASHING SEALANT AT ALL JOINTS 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 114" 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 CONCETE TOPPING ALUMINUM T-BAR 60 mil ELASTOMERIC MEMBRANE EDGE FLASHING FIBER CEMENT TRIM T-BAR SEAL JOINTS CORNER FLASH] 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. SELF ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING FIBER CEMENT TRIM SEALANT AT ALL JOINTS 60 mil ELASTOMERIC MEMBRANE L3j SEALANT 12 T-BAR EDGE FLASHING FIBER CEMENT TRIM SELF ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING FIBER CEMENT TRIM SEALANT AT ALL JOINTS ELASTOMERIC MEMBRANE 111 SPACERS EDGE FLASHING FIBER CEMENT TRIM ELASTOMERIC MEMBRANE 10 SPACERS 11 SELF -ADHERING FLEXIBLE FLASHING OR PREFABRICATED METAL FLASHING SEALANT AT ALL JOINTS Buil��i9 FIBER CEMENT TRIM STEP - C 10. INSTALL MIN. 60 mil ELASTOMERIC WATERPROOFING MEMBRANE. EXTEND 2" MIN. ABOVE BASE FLASHING. TURN DOWN 1 1l2" AT EDGE FLASHING. 11. INSTALL SPACERS AT 12" O.C. MIN. AND AT EDGES. FLEXIBLI�FLASHING OR PREFABRICATED WELDED METAL FLASHING 1 ABER CEMENT TRIM METAL FLASHING 1 EDGE FLASHING FIBER CEMENT TRIM 3" CV� NOTE: DO NOT USE MASTIC UNDER THE ELASTOMERIC WATERPROOFING MEMBRANE' SEALANT 9 FIBER CEMENT TRIM 5 METAL EDGE FLASHING 6 6u1On9 . STEP - B 5. INSTALL 3112" 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 PRIME THIS AREA SELF-ADHERINGFLEXIBLE OR PREFABRICATED WELDED METAL FLASHING. BALCONY WOOD DECK BUILDING WRAP FIBER CEMENT TRIM (2) 2x4 NAILER 21 FIBER CEMENT TRIM 6" NOTCH DECK TO RECEIVE TRIM a cj 2 FIBER CEME14T TRIM p SELF-ADHERINGFLEXIBLE4 OR PREFABRICATED METAL FLASHING AS SHOWN. FIBER CEMENT TRIM oB! STEP - A 1. AFTER BUILDING WRAP IS INSTALLED ALONG BALCONY PERIMETER, FOLD UP AND TEMPORARILY SECURE. 2. INSTALL 5/4 FIBER CEMENT TRIM. 5112" 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. 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 �R l A I -Rh Rl� i SET DISTRIBUTIONS: i 11124/21 100% DD Set 12123/21 Owner Review Set 02117/22 Permit Set 0 SHEET REVISIONS: s PROJECT NO. 4097 H U Z Apartments - Flashing Details A7.95 Me - 1-1/2" = V-0" FORUME ARCHITECTURE & 00 U U) 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 0 uL.ly 1 w OR CUT AND SOLDER STEP 2 1'-5 1 AMR" KICK -OUT FLASHING VV 1 VI[ L7LI1V LIIYL, BEND LINES LJL-17 1 9V 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 7" 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 7" FLASHING 5" ABOVE ROOF DECK AND OVER PREVIOUSLY INSTALLED FIBER CEMENT TRIM. 12. INSTALL SELF ADHERING OVER COUNTER "Z" FLASHING. on 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 51, OVER THE TOP OF ROOF EAVE. CUT TOP PORTION AS SHOWN TO FORM A 900 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. JP NG WRAP ING THIS AREA (ING JILDING WRAP ADHERING ;LE FLASHING NG WRAP 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 ren V McIntyre AR0017018 ,R �0 7 1 ,rV h SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Apartments - Flashing Details Flashin, at Fiber Cement Flashing Details - Roof to Sidewall 1-1/2" = V-0" A7.96 Sill Detail ill = 1'-011 HOISTWAY DOOR ASSEMBLY --,,-,,CORRIDOR SILL SUPPORT PER ELEVATOR ADA COMPLIANT THRESHOLD BY MANUFACTURER ELEVATOR MANUFACTURER-1 1 HOUR JOINT SYSTEM FIN. FL 'METAL CHANNEL HOISTWAY PRE-ENGINEERED TRUSS PER STRUCTURAL BEAM / LINTEL PER STRUCTURAL Fi L Qa HOISTWAY DOOR ASSEMBLY CORRIDOR 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 00 SILL SUPPORT PER ELEVATOR - MANUFACTURER U U) a a io Q ea A da 111 = 1'-0" CORRIDOR CONCRETE SLAB AND FOUNDATION PER STRUCTURAL CORRIDOR Elevator Plan - Fourth Floor 101 CORRIDOR 1 /4" = 1'-0" Elevator Plan -Second &Third Floor CORRIDOR 1 /4" = 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 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 Al7.1, 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. 3 v FORUME a o ARCHITECTURE & a INTERIOR DESIGN, INC. c c 2, m 0 237 S. Westmonte Drive, Suite 220 m 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% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Elevator Plans, Sections & Details . r�'S ill Detail ill = 1'-0" Elevator Section 1 /4" = 1'-0" Elevator Plan - First Floor 1 /411 = 1 1-0" A8.01 EA723 Stair Plan - Second Floor Plan Third Floor Similar 1 /411 = 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 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 2-1/4" 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 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 SET DISTRIBUTIONS: A SHEET REVISIONS: PROJECT NO. 4097 Building Type I & II - Stair Plans & Section Stair Section 1 /4'1 = 1'-01 1 Stair Plan - Fourth Floor Shown 1 /41' = 1 '-011 Stair Plan - First Floor Shown 1 /4" = 1'-0" A8.11 12" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL RETURN HANDRAIL TO WALL 1" SQ PICKETS FORUME U LaL J_ �Joe Co z z 4 �0 3 0 H 00 F- .I STAIR LANDING Handrail Extension at Top of Stair Run Adjacent to Side Wall 3" = 1'-0" DEPTH OF TREAD MIN FRONT OF STAIR NOSE TO END OF HANDRAII RETURN HANDRAIL TO WALL Handrail Extension at Bottom of Stair Run Adjacent to Wall 3" = 1'-0" 1'-0" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL RETURN HANDRAIL Le TO GUARD �v 0 z J_ Li U LL Q oLL 0U- WW u- � w0 z a- �O O z M O CV j I— I' Handrail Extension at Top of Stair Run on Open Side DEPTH OF TREADS MIN FROM FRONT OF NOSING TO OUTSIDE OF HANDRAIL RETURN HANDRAIL TO GUARD w �Q LPL 0 z c? N 3/4" — 1'-0" CD O J 4� 0 31:E� z c� nw.w� z X LL N g�0 N co = 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 d d a d dd Q, d a. 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 I X A Stair Landing Connection TOP OF HANDRAIL TO BE AT 36" ABOVE ADJACENT OR LANDING. STAIR TO RI 1 1/2" DIA PDA ALUMINI FASTENERS TO BE STAI AND ATTACHED PE CMU WALL PER PAINT FINISH AT EXPOSE Handrail Connection CMU WALL PER STRUCTURAL PAINT FINISH AT EXPOSED SURFACES Q 1 1/2" DIA HANDRAIL TO BE CONTINUOUS AT 36" ABOVE w o 0 ADJACENT STAIR NOSING a w OR LANDING. STAIR z TO RESIST 200 PLF o '— a Z O z LL, O w 0 w FASTENERS TO BE STAINLESS STEEL AND ATTACHED PER STAIR MFR 21/4" MIN 3" = 1'-0" 3" = 1'-0" 11/2" 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 1" METAL DECK LIGHTWEIGHT CONCRETE PER ASSEMBLY v a d d ad d ad d �4 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 Stair at Bottom Stringer Connection 1 112" SQ. POST @ 4'-0" O.C. MAX a POLYMER KOROLATH SHIM, SIZED TO CONNECTION AT METAL ° TO CONCRETE CONNECTIONS LIGHTWEIGHT CONCRETE PER ASSEMBLY 1" METAL DECK \\ Q a a d ad d od'. ANGLE CONNECTION UNDER METAL DECK PER STAIR MFR DECKING SUPPORT PER STAIR MFR STEEL CHANNEL PER STAIR MFR REFER TO STAIR MFR FOR ALL MID -LANDING DETAILS Stair �atMid-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 3" — 1'-0" STEEL NOSING AND RISER PLATE (MELDED BETWEEN STRINGERS E-CAST CONC. STAIR TR S SIZE PER STAIR MFR T D CON TION SIZE STAIR TRINGER P TRUCT S L CHANNEL H OUT- NED F�A�J . PAINT TO H RAILINGS d � a d d � ° d a' 3" = 1'-0" d d. - aadd d a d d .4 ., . d a d da .. d d C a dQ � d a°. d ° < ° d d a d 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 i SET DISTRIBUTIONS: I 11/24/21 100% DD Set I 12/23/21 Owner Review Set 02/17/22 Permit Set /� bNtt I KtVIJIUNb: n PROJECT NO. 4097 Apartments - Stair Details Handrail Extension at Bottom of Stair Run to Open Side 3/4" = 1'-0" Handrail Connection Plan View 3" = 1'-0" REFER TO STAIR MFR FOR ALL LANDING DETAILS Stair at Ground Floor 3" = 1'-0" A8.12 FIBER CEMENT LA CONT; 5/4 FIBER CEME PER ELE SEALANT AND ROD AS DOOF PER SC 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 DOOR FRAME PER SCHEDULE Door Head at Fiber Cement Lap Siding & Trim EXTERIOR SHEA BUILDING FIBER CEMENT LAP SELF ADHERING FLU FIBER CEMENT STARTER 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 Door Head at Fiber Cement Lap Siding EXTERIOR SHE BUILDIN FIBER CEMENT LAF SELF ADHERING FLASHING TO 2" PAST END OF FIBER CEMEI' CONT S 5/4 FIBER CEME CONT S CONT SEALANT AT OPENING TO DOOP BUILDIN, TURNED INTO C Door Jamb at Fiber Cement Lap Siding STRUCTURAL IN PER ASSEMBLY ANCHOR SHEATHING IG LANT AT RETURN FRAME (SCHEDULE 3" = 1'-0" LINTEL PER STRUCTURAL DRAWINGS )N PER ASSEMBLY SHEATHING FURRING CONT SEALANT AT RETURN TO DOOR FRAME DOOR PER SCHEDULE 3" = 1'-0" INTERIOR SHEATHING z WOOD FRAMING PER 2 STRUCTURAL DRAWINGS f `v �CONT SEALANT I z N SELECTED BY OWNER CONT SEALANT CONT SEALANT AT ROUGH OPENING TO DOOR FRAME SHIM AS NEEDED,1/4" MAX DOOR & FRAME PER SCHEDULE 3" = 1'-0" SHEATHING AMING PER RAL DRAWINGS 1LANT ELECTED BY OWNER LLANT SLANT AT ROUGH TO DOOR FRAME IEEDED,1/4" MAX :RAMS PER SCHEDULE 3" - 1'-0" DOOR TYPES FG F 2P FULL GLASS FLUSH 2-PANEL UNIT DOOR SCHEDULE MARK DESCRIPTION DOOR MFRAMEAL HDW (SF) RATING REMARKS TYPE SIZE MATERIAL INT/EXT LOCATION W H 1 EXT UNIT ENTRY 2P T-T T-0" METAL METAL A 21 1-HR 6 2 EXT PATIO / BALCONY FG 3'-0" T-0" MTL / GLS METAL B 21 - 1,3 3 INT BEDROOM / BATH 2P 2'-10" 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 2'-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 MFRAMEAL HDW AREA (SF) RATING REMARKS TYPE SIZE MATERIAL INT/EX T LOCATION W H 1ST 101 EXT BUILDING ENTRANCE FG 2(3'-0") 8'-0" MTL / GLS METAL E 24 45 MIN 1,7 FLOOR 102 EXT SIDE ENTRY FG 31-0" T-0" MTL/GLS METAL F 21 45 MIN 8,9 103 EXT SIDE ENTRY FG T-0" 7'-0" MTL / GLS METAL F 21 45 MIN 8,9 104 EXT STAIR (EXT) F T-0" 7'-0" METAL METAL J 21 90 MIN 105 EXT STAIR (EXT) F 3'-0" 7'-0" METAL METAL J 21 90 MIN 111 INT STAIR (INT) F 3'-0" 7'-0" METAL METAL K - 90 MIN 112 INT STAIR (INT) F T-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 3'-0" T-0" METAL METAL 1 - 90 MIN 115 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN 116 INT ELEC F T-0" 7'-0" METAL METAL G - 45 MIN 2 117 INT ELEC F 3'-0" T-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 T-0" 7'-0" METAL METAL K - 90 MIN FLOOR 122 INT STAIRS F 3'-0" T-0" METAL METAL K - 90 MIN 123 INT BUILDING SERVICES F 3'-0" T-0" METAL METAL G - 20 MIN 124 INT DAS F T-0" T-0" METAL METAL 1 - 20 MIN 125 INT MECH F 3'-0" T-0" METAL METAL H - 20 MIN 3RD 131 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN FLOOR 132 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN 133 INT BUILDING SERVICES F 3'-0" T-0" METAL METAL G 20 MIN 134 INT DAS F 3'-0" T-0" METAL METAL 1 - 20 MIN 135 INT MECH F T-0" 7'-0" METAL METAL H - 20 MIN 4TH 141 INT STAIRS F 3'-0" T-0" METAL METAL K - 90 MIN FLOOR 142 INT STAIRS F 3'-0" 7'-0" METAL METAL K 90 MIN 143 INT BUILDING SERVICES F 3'-0" 7'-0" METAL METAL G - 20 MIN 144 INT DAS F 3'-0" T-0" METAL METAL 1 - 20 MIN 145 INT ELEV CLOSET F 3'-0" 7'-0" METAL METAL I - 20 MIN 146 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN BUILDING DOOR SCHEDULE - BUILDING TYPE II MARK DESCRIPTION DOOR - FRAME MATERIAL HDW AREA (SF) RATING REMARKS TYPE SIZE MATERIAL INTIEX 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" 7'-0" MTL/GLS METAL F 21 45 MIN 8,9 203 EXT SIDE ENTRY FG T-0" T-0" MTL / GLS METAL F 21 45 MIN 8,9 204 EXT STAIR (EXT) F 3'-0" T-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 3'-0" T-0" METAL METAL K - 90 MIN 212 INT STAIR (INT) F 3'-0" 7'-0" METAL METAL K 90 MIN 213 INT BOOSTER PUMP F 2(3'-0") T-0" METAL METAL G - 20 MIN 7,10 214 INT DAS F T-0" T-0" METAL METAL 1 - 90 MIN 215 INT MECH F 3'-0" T-0" METAL METAL H - 20 MIN 216 INT ELEC F 3'-0" 7'-0" METAL METAL G - 45 MIN 217 INT ELEC F 3'-0" T-0" METAL METAL G - 45 MIN 218 INT RISER F 2(2'-0") T-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 T-0" 7'-0" METAL METAL G - 20 MIN 224 INT DAS F T-0" 7'-0" METAL METAL I - 20 MIN 225 INT MECH F 3'-0" T-0" METAL METAL H - 20 MIN 3RD 231 INT STAIRS F T-0" 71-0" METAL METAL K - 90 MIN FLOOR 232 INT STAIRS F T-0" 7'-0" METAL METAL K - 90 MIN 233 INT BUILDING SERVICES F T-0" 7'-0" METAL METAL G - 20 MIN 234 INT DAS F T-0" 7'-0" METAL METAL K - 20 MIN 235 INT MECH F 3'-0" 71-0" METAL METAL H - 20 MIN 4TH 241 INT STAIRS F 3'-0" T-0" METAL METAL K - 90 MIN FLOOR 242 INT STAIRS F T-V T-0" METAL METAL K - 90 MIN 243 INT BUILDING SERVICES F 3'-0" T-0" METAL METAL G - 20 MIN 244 INT DAS F 3'-0" T-0" METAL METAL I - 20 MIN 245 INT ELEV CLOSET F T-0" T-0" METAL METAL I - 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 STATES 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 (ASSAABLOY SA3) FULL DOOR WIDTH 9 T-0" 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" X4" PAINTABLE STANDARD HINGE. 4. KNOCKER / 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''/z 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 Yz PAIR 3'/s" X 3'/x" 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 Yz PAIR 3'/2" X 3'/z" 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 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 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 & 112 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 I. 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 aFO UME ARCHITECTURE & a INTERIOR DESIGN, INC. c c m 0 237 S. Westmonte Drive, Suite 220 m Altamonte Springs, FL 32714 407.830.1400 06 AR97193 n www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 02/17/2022 Karen V McIntyre/ AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: r PROJECT NO. 4097 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 5/4 FIBER CEMENT TRIM PER ELEVATIONS CONT SEALANT SEALANT AND BACKER ROD AS NEEDED WINDOW PER SCHEDULE Window Head 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 l IN FULL MORTAR BED Q a .6 a d CONT SEALANT WITH BACKER ROD AS NEEDED n r FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT LAP SIDING ro,-,`�Window Sill MARK DESC TYPE W H HD HT NSF REMARKS AA F 3 3'-0" 6'-0" 8'-0" 18 SEE SHEET NOTE E BB F 4 3'-0" 3'-0" 9 * SEE ELEVATION - I BUILDING WINDOW SCHEDULE - BUILDING TYPE II MARK DESC TYPE W H HD HT (SF4 REMARKS CC F 3 T-O" 6'-0" 8'-0" 18 SEE SHEET NOTE E DD F 4 X-0" V-0" 9 * SEE ELEVATION - I MARK DESC TYPE W H HD HT NSF REMARKS A SH 1 V-0" 6'-0" 8'-0" 18 B SH 2 6-0" V-0" 81-0" 36 C SH 1 2'-0" 41-4" 8'-0" 9 D SH 1 2'-6" 4'-8" 8'4' 12 BUILDING WRAP STONE VENEER ,- _----------INTERIOR SHEATHING MORTAR SETTING BED PER STRUCTURAL CEMENT PLASTER SCRATCH COAT -----LINTEL DRAWINGS MORTAR JOINTS PER ASSEMBLY ------INSULATION LATH PER SPECIFICATIONS CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME ASPHALT PAPER �PT WOOD BUCK CONT SEALANT W/ BACKER ROD AS NEEDED LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS HARD COAT FOAM BAND PER ELEVATIONS W/ DRIP /--PT FURRING -SLOPE TOP 15" MIN z_ SELF ADHERING FLASHING CASING BEAD i N GAP, NO SEALANT--•—�"�--- � oo CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME METAL FLASHING CONT SEALANT AT RETURN CONT SEALANT TO WINDOW FRAME CONT SEALANT SHIM AS NEEDED,1/4" MAX BEHIND WINDOW FIN �W�ido�wHe ad 3" = 1'-011 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 ROD AS NEEDED �— PT WOOD BUCK LATH PER SPECIFICATIONS . LIQUID APPLIED FLASHING PER MFR RECOMMENDATIONS SELF ADHERING FLASHING :. z —PT FURRING CASING BEAD d HARD COAT FOAM BAND PER ELEVATIONS oo CONT SEALANT W/ BACKERS u 0 ROD AS NEEDED CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT BEHIND WINDOW FIN CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3" = 1'-0" Window Jamb at Stone Veneer & Foam Band CONT SEALANT AT SILL WINDOW PER SCHEDULE TO WINDOW FRAME SHIM AS NEEDED,114" 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 CASING BEAD CONT SEALANT HARD COAT FOAM BAND PER APRON & SILL ELEVATIONS SLOPE TOP 15" MIN SELECTED BY OWNER SELF ADHERING FLASHING CONT SEALANT CONT SEALANT W/ BACKER PT FURRING ROD AS NEEDED 2X PT WOOD BLOCKING ASPHALT PAPER r INTERIOR SHEATHING LATH PER SPECIFICATIONS , INSULATION PER ASSEMBLY MORTAR SETTING BED , CMU PER ARCHITECTURAL MORTAR JOINTS CEMENT PLASTER SCRATCH COAT ---- STONE VENEER BUILDING WRAP Window Sill RIOR SHEATHING ER PER STRUCTURAL DRAWINGS IIOR SHEATHING AS NEEDED,1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE G WINDOWS SHALL MEET ALL FEDERAL, STATE, AND LOCAL A MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR WINDOWS TO BE REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING CLEAR FLOOR SPACE, HEIGHT OF OPERABLE PARTS, AND FORCE ::1 REQUIRED TO ACTIVATE OPERABLE PARTS. H ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH THE PRESSURES LISTED THAT MEET OR EXCEED THE REQUIRED PRESSURE O FOR THE PROJECT AND BEAR A'WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENT OF AAMANVDMA 101/I.S.2/NAFS. AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, WHERE APPLICABLE, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WINDOWS LEVEL, PLUMB, SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT CONSTRUCTION, COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. B ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE'S ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED TO BE J EMERGENCY ESCAPE AND RESCUE OPENINGS: IF REQUIRED, WINDOWS ENERGY STAR QUALIFIED, WHERE SPECIFIED. IF REQUIRED THE O O O INDICATED AS "EMERGENCY EGRESS" ON THE DRAWINGS SHALL CRITERIA FOR U-FACTOR AND SHGC SHALL BE AS INDICATED ON THE COMPLY WITH APPLICABLE CODE REQUIREMENTS. 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. EXTERIOR SHEATHING BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL SELF ADHERING FLASHING TO EXTEND T 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 Window Head WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION PER SPECIFICATIONS AND DETAILS INDICATED ON THE DRAWINGS. L THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED AND AS NOTED ION THE SPECIFICATIONS. kDER PER STRUCTURAL DRAWINGS ERIOR SHEATHING M AS NEEDED,1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3" = 1'-011 at Fiber Cement Panel 3" = 1'-0" EXTERIOR SHEATHING BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL INTERIOR SHEATHING SELF ADHERING FLASHING INTERIOR SHEATHING TO EXTEND 2" PAST END WOOD FRAMING PER STRUCTURAL OF FIBER CEMENT TRIM I WOOD FRAMING PER STRUCTURAL DRAWINGS DRAWINGS CONT SEALANT i SHIM AS NEEDED,1/4" MAX SHIM AS NEEDED,1/4" MAX 5/4 FIBER CEMENT TRIM BUILDING WRAP BUILDING WRAP, CONT SEALANT i FOLD INTO OPENING BEHIND WINDOW FIN CONT SEALANT WITH BACKER ROD AS NEEDED o0 CONT SEALANT AT ROUGH CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME OPENING TO WINDOW FRAME CONT SEALANT AT CONT SEALANT AT RETURN TO WINDOW FRAME RETURN TO WINDOW FRAME WINDOW PER SCHEDULE �—WINDOW PER SCHEDULE Window Jamb 3" = 1'-0" at Fiber Cement Panel 3" = 1'-0" CONT SEALANT AT SILL CONT SEALANT AT SILL TO WINDOW FRAME TO WINDOW FRAME CONT SEALANT AT ROUGH CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME OPENING TO WINDOW FRAME WINDOW PER SCHEDULE WOODEN BACK DAM SELF ADHERING FLASHING, SHIM AS NEEDEb,1/4" MAX � � FOLD INTO OPENING SELF ADHERING FLASHING, WRAPPED INTO ROUGH OPENING CONT SEALANT W/ BACKER � AND OVER WOODEN BACK DAM ROD AS NEEDED DISCONTINUOUS SEALANT BEHIND - I CONT SEALANT WINDOW FIN, (2) 2" MIN. GAPS ` CONT SEALANT APRON & SILL SELECTED BY OWNER 5/4 FIBER CEMENT TRIM y APRON &SILL SELECTED BY OWNER SLOPE TOP AT 15" I CONT SEALANT CONT SEALANT CONT SEALANT i SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM i FIBER CEMENT PANEL WOOD FRAMING PER STRUCTURAL DRAWINGS BUILDING WRAP l (PER FIBER CEMENT PANEL i WOOD FRAMING PER STRUCTURAL INTERIOR SHEATHING MFR RECOMMENDATIONS) DRAWINGS EXTERIOR SHEATHING EXTERIOR SHEATHING INTERIOR SHEATHING Window Sill 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 GAP, NO SEALANT METAL FLASHING CONT SEALANT 5/4 FIBER CEMENT TRIM METAL FLASHING GAP, NO SEALANT CONT SEALANT CONT SEALANT BEHIND WINDOW FIN 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 D IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. REFER TO THE DOOR AND WINDOW SHEETS FOR FIRE -RATED LOCATIONS. E GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED BY THE BUILDING CODE, SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND CPSC 16 CFR 1201 OR ANSI Z97.1 AS APPROPRIATE. 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. \g z HEADER PER STRUCTURAL DRAWINGS INTERIOR SHEATHING —SHIM AS NEEDED,1/4" MAX CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 31' _ 1'-0" -� INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL i DRAWINGS SHIM AS NEEDED,1/4" MAX BUILDING WRAP, i—FOLD INTO OPENING Window Jamb at Fiber Cement Lap Siding WINDOW PER SCHEDULE SHIM AS NEEDED,1l4" 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 15" CONT SEALANT SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM FIBER CEMENT LAP SIDING BUILDING WRAP EXTERIOR SHEATHING Window Sill -`—CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME ------WINDOW PER SCHEDULE 311 = 1 1 -0" 1LANT AT SILL M FRAME 1LANT AT ROUGH TO WINDOW FRAME ERING FLASHING, OPENING \LANT SILL SELECTED BY OWNER kLANT AMING PER STRUCTURAL S SHEATHING 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 12123/21 Owner Review Set 02117/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Window Schedules & Details A9.21 vJ at Fiber Cement Lap Siding 311 = 1 '-01' at Stone Veneer & Foam Band 311 = 1'-011 at Fiber Cement Panel 3" = 1'-01 1 at. Fiber Cement Lap Siding 3„ — 1'-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 � 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 ; 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 STOREFRONT SYSTEM PER SCHEDULE STOREFRONT DOOR SYSTEM PER SCHEDULE ALUMINUM THRESHOLD SET IN TWO CONTINUOUS BEADS OF SEALANT. ADA COMPLIANT (1/2" MAX HEIGHT & 2:1 BEVELS) CONTINUOUS BITUMINOUS—\ EXPANSION JOINT N SLOPE d a' HEADER PER STRUCTURAL DRAWINGS INTERIOR SHEATHING 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 3" = 1'-0" 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 3" = 1'-0" DOOR SYSTEM PER SCHEDULE BOTTOM DOOR SEAL WITH AUTOMATIC SWEEP FLOORING PER INTERIOR FINISH SCHEDULE / NOTES a a' a a a a a'. d CONCRETE SLAB] kyNDATI0,N6 n a G Storefront at Door 5'-0" 3'-3" 11 1'-9" N F— 3" = 1'-0" PER PLAN TOP OF SLAB 0 SHEET NOTES 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 MANUFACTURERS ALUMINUM FRAMING SYSTEM, ADAPTED TO THE APPLICATION INDICATED, AND MODIFIED AS REQUIRED COMPLYING WITH PERFORMANCE REQUIREMENTS AND MATERIALS SPECIFIED. C IF REQUIRED, STOREFRONT SYSTEM SHALL BE IMPACT RATED AND COMPLY WITH APPLICABLE CODE AND THE AHJ. D THE CONTRACTOR MUST SUBMIT PROPOSED STOREFRONTS AND ENTRANCES TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL SHALL BE COMPLETE WITH PROPOSED INSTALLATION DETAILS RELATIVE TO THE CONDITIONS INDICATED. E DELEGATED -DESIGN SUBMITTAL: ALUMINUM FRAMED STOREFRONTS AND ENTRANCES INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA SHALL INCLUDE ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SUBMITTED TO THE ARCHITECT BY THE CONTRACTOR. F FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC AND MAY NOT REFLECT THE ACTUAL PROFILE PER THE STOREFRONT SYSTEM MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL STOREFRONT AND ENTRANCES TO PREVENT WATER INTRUSION PER DETAILS INDICATED ON THE DRAWINGS AND PER MANUFACTURER'S REQUIREMENTS. G GLAZING I HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE AND "CPSC 16 CFR 1201" OR "ANSI Z97.11AS APPROPRIATE. 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 ren V McIntyre AR0017018 • � 1 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 - Storefront Schedule & Details Exterior Storefront Elevations 1/4" = 1'-0" A9.31 LEGEND No DIRECTION OF FLOW IN PIPE G E-) EJ PITCH PIPE DOWN IN DIRECTION OF ARROW PIPE UP PIPE DOWN EXPANSION JOINT �- FLEXIBLE PIPE CONNECTOR --III-- BALL VALVE -�--- CHECK VALVE, HORIZONTAL SWING GATE VALVE -wI BUTTERFLY VALVE per- GLOBE VALVE BALANCING VALVE BALANCING COCK STRAINER, Y-TYPE AND BLOWOFF VALVE RVPRESSURE RELIEF VALVE (WATER) PRESSURE REDUCING VALVE PRV MAV MANUAL AIR VENT SOLENOID VALVE ------- VALVE OS & Y E CAPPED LINE - SAN SANITARY SEWER (ABOVE GRADE) - -SAN - - SANITARY SEWER (BELOW GRADE) DOMESTIC COLD WATER BP BOOSTED PRESSURE DOMESTIC COLD WATER -- DOMESTIC HOT WATER - - - - DOMESTIC HOT WATER RETURN --CD-- CONDENSATE DRAIN (BELOW GRADE) CD CONDENSATE DRAIN (ABOVE GRADE) - - ST - - STORM SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) SEC SECONDARY STORM SEWER - - GR - - GREASE SEWER (BELOW GRADE) GR GREASE SEWER (ABOVE GRADE) - -SCW - - SOFT COLD WATER VENT - - G - -- GAS LINE (BELOW GRADE) G GAS LINE (ABOVE GRADE) POINT OF CONNECTION NEW TO EXISTING POINT OF REMOVAL FOR DEMOLITION AT DELTA T (TEMPERATURE DIFFERENCE) A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET B A = DETAIL NUMBER. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. HB HOSE BIBB FD ® FLOOR DRAIN HD O HUB DRAIN TD MM TRENCH DRAIN --A-- COMPRESSED AIR (BELOW GRADE) A COMPRESSED AIR (ABOVE GRADE) FLOOR CLEANOUT 00 CLEANOUT EXTERIOR CLEANOUT -II HORIZONTAL CLEANOUT PD PAN DRAIN (FROM WATER HEATER) FW FILTERED WATER SHOCK ABSORBER GD GARBAGE DISPOSAL DW DISHWASHER NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. SPECIFICATIONS PART 1 - GENERAL 1.1 SECTION INCLUDES A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. 1.2 SCOPE A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL PLUMBING INSTALLATION. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). 1.3 EXAMINATION OF BIDDING DOCUMENTS: A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. 1.4 SUBSTITUTIONS: A. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. B. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. C. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. D. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. E. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. F. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY THE ENGINEER. 1.5 REGULATORY REQUIREMENTS: A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. B. CONFORM TO THE 2020 FLORIDA PLUMBING CODE. C. CONFORM TO THE 2020 FLORIDA FIRE PREVENTION CODE. D. CONFORM TO THE 2020 FLORIDA BUILDING CODE. 1.6 CUTTING AND PATCHING: A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING WHICH EFFECT. B.1 STRUCTURAL INTEGRITY OF ELEMENT. B.2 INTEGRITY OF WEATHER. B.3 EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. B.4 VISUAL QUALITIES OF SIGHT. B.5 WORK OF OWNER OR SEPARATE CONTRACTOR. PART 2 - PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. MANUFACTURERS: A.1 B-LINE A.2 OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT PRODUCTS. A.2.1 MICHIGAN HANGER A.2.2 PHD 2.2 PIPING INSULATION: A. RESIDENTIAL UNITS: (FBC ENERGY CODE SECTION R403.5.3) A.A. HOT WATER PIPING 3/4 AND LARGER = R-3 MINIMUM FOR THE FIRST 8' OF PIPING. A.B. HOT WATER RETURN PIPING = R-3. IF A HOT WATER CIRCULATION SYSTEM IS INSTALLED THE ENTIRE LENGTH OF THE HOT WATER SUPPLY PIPING AND RETURN PIPING SHALL BE INSULATED (R-3). B. COMMERCIAL SPACE: (FBC ENERGY CODE C404.4) B.A. ALL HOT WATER PIPING TO BE INSULATED PER TABLE C403.2.10 B.B. HOT WATER RETURN PIPING TO BE INSULATED PER TABLE C403.2.10 C. ALL COMMERCIAL HOT WATER SYSTEMS SHALL BE EQUIPPED WITH A CIRCULATING PUMP PER FBC-ENERGY EFFICENCY CODE SECTION C404.6 D. ALL PIPING WITHIN THE ATTIC OR UNCONDITIONED SPACE SHALL BE INSULATED. E. MANUFACTURERS: A.1 OWENS CORNING A.2 JOHNS MANVILLE A.3 KNAUF F. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K' VALUE .024 0 75 DEGREES F. G. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. 2.3 PIPING: DRAINAGE, WASTE & VENT PIPING A. PVC: ASTM D2665 SCHEDULE 40 PVC SOLID WALL PIPING. A.1 FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. A.2 JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2855. B. FIRE WRAPPED PVC OR CAST IRON PIPING TO BE USED IN ALL PLENUM SPACES. C. FOAM CORE SCHEDULE 40 DWV PIPE IS NOT AN ACCEPTABLE ALTERNATE TO STANDARD SCHEDULE 40 PVC. 2.4 PIPING: WATER PIPING A. CPVC PIPING: ASTM F441/F441M-15 CHLORINATED POLY PLASTIC PIPE. SCHEDULE 40 AND 80 HOT AND COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT OWNER. A.A. IT IS NOT ACCEPTABLE TO ROUTE CPVC PIPING BELOW GRADE OR WITHIN CONCRETE. B. PEX PIPING: ASTM F877-18 CROSSLINKED POLYETHYLENE HOT AND COLD WATER DISTRIBUTION PIPING. IS AN ACCEPTABLE ALTERNATE UPON APPROVAL OF ENGINEER, BUILDING OWNER AND PROJECT OWNER 2.5 PIPING: CONDENSATE PIPING A. ALL PIPING RECEIVING CONDENSATE OR DRAINAGE FROM ANY TYPE OF EVAPORATOR PRODUCING COLD WATER SHALL BE INSULATED. PART 3 - INSTALLATION 3.1 INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, 3.2 PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 3.3 ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. 3.4 INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. 3.5 GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 3.6 INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. 3.7 PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. 3.8 PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE ARCHITECTURAL SECTION. 3.9 ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE PROPER SLOPE AND COVER. 3.10 ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. 3.11 WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. 3.12 EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. 3.13 RESET SPRINKLER HEADS FROM UPRIGHT POSITION TO DOWN POSITION TO CENTER OF NEW CEILING TILE. 3.14 TORQUE ALL HUBLESS CAST IRON COUPLING IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. UTILIZE COUPLING MANUFACTURER'S PRE-SET TORQUE WRENCH. 3.15 INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE QUICK CLOSING VALVES ARE UTILIZED. . ARRESTORS SHALL BE FACTORY FABRICATED AND CONFORM TO ASSE 1010. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ARE ZURN, JOSAM, SIOUX CHIEF, PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-C, 61-113 FU'S PDI-D. INSTALL PER MANUFACTURER'S INSTRUCTIONS. GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 3. ALL DRAINAGE PIPING 2j" AND LARGER SHALL HAVE A MINIMUM J" PER FOOT SLOPE. ALL DRAINAGE PIPING 2" AND SMALLER SHALL HAVE A MINIMUM J" PER FOOT SLOPE, UNLESS OTHERWISE NOTED. 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 12. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). 13. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 14. DO NOT PENETRATE FOUNDATIONS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOUNDATIONS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 15. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 16. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 17. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 18. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 19. ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF 10'-0" FROM ANY AIR INTAKES. 20. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 22. PROVIDE 1/2" C.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO REFRIGERATORS WITH ICE MAKERS AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. 23. PROVIDE 1/2" H.W. SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO DISHWASHER MACHINE, AT HEIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED. 24. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. 25. IF NO PLUMBING ELEVATION OR INVERT IS NOTED ON PLANS THE MINIMUM DEPTH OF THE PLUMBING TO CIVIL CONNECTION SHALL BE CALCULATED BASED ON THE FURTHERS POSSIBLE PLUMBING FIXTURE DISTANCE TIMES 1 %. TOTAL LINE LENGTH*1%=DEPTH B.F.F. AT CIVIL POINT OF CONNECTION. Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 28730 3FORUME a m 1i o ARCHITECTURE & a 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 Apartments Symbols, Abbreviations, and General Notes - Plumbing P14.00 I I II r<Z' I I I! y y y y y y y y y y y ✓ �7/ 'z x ---------------- I I J O ! �I I I! a 1111 I! C) M I O I I II II hf !! Z M I v z I I! I i;l 16 ti i Ili 1! I �I II ' Il 1 Site Plan - Plumbing II it I I I II II II II R I I I I ----f I ---4 a l� i II------------ ___JI 1 r-----------7 i I I I L----------- I ----I---- O O Ic I � I I '. TOP OF BANK_. -- J ------------------------- I I EXISTING STORAGE FACILITY I I (1-Stoy, 5, 100 SF) I ------- ----------- I m it II i1 p II I II I— I II I I II I I II I I II I I I I I I II , I II I I II I I II I II I I II I it I j I II j 0 I ------------- ---------------- j FTl co I II I I 1 I S$m I °om03 li a 1 If = 60'-0" LEGEND X BUILDING ID NUMBER Y Z E 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 0 SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. Q2 POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O3 FIRE SPRINKLER SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. I* Joseph, Lawpence & Co Consulting 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 JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB i PROJECT NO. 4097 Site Plan Plumbing P14.01 REFERENCE NOTES: o GENERAL NOTES: 3 FORUME ARCHITECTURE & ❑ ❑ 2WAY 4"ECO-1 6" SANITARY SEWER BELOW GROUND,--J- FOR CONTINUATION SEE CIVIL DRAWINGS. MIN. INV. EL. = (-3'-0" BFF) OVER SPLASH BLOCK. Building Type II -First Floor Plan -Below Ground Plumbing � DRAWINGS........,.......,,,.,,,...,�...,..._ 8" FDC BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. 3" POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. O1 ELEVATOR SUMP PUMP. REFER TO SCHEDULE AND DETAIL. o ROUTE SUMP PUMP DISCHARGE BELOW GRADE TO EXTERIOR AND TERMINATE ABOVE GROUND WITH WEATHERPROOF GOOSENECK FITTING. O3 TERMINATE CONDENSATE DRAIN PIPING ABOVE GRADE AT EXTERIOR WITH SCREENED WEATHERPROOF FITTING, SEE DETAIL ® TERMINATE WATER HEATER DRAIN PAN PIPING ABOVE GROUND AT EXTERIOR. o j" CONDENSATE DRAIN DOWN. (D 1 " CONDENSATE DRAIN DOWN. O7 3" SANITARY DOWN. 80 4" SANITARY DOWN, 3" VENT UP. I ❑ ❑ 2WAY 4"ECO-1 —^- --6" SANITARY SEWER BELOW GROUND, FOR CONTINUATION SEE 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 TTPV-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 495 690 TOTAL GALLONS PER MINUTE 123 -- SIZE OF SERVICE CONNECTION 3" 2 ® 6" Joseph, Lawpence & Co Consultinq Engineers 0 Z 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: Q SHEET REVISIONS: EDITED BY: SMBIAJB PROJECT NO. 4097 Building Type II First Floor Plan Below Ground Plumbing P 14.20 3/32" = V-0" 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 REFERENCE NOTES: O FORum■ ARCHITECTURE & Building Type II -Second Floor Plan -Plumbing CO[ 111111111111110011 OD 000000 00 000000 HB_1 HB-1 Building Type II - First Floor Plan - Above Ground Plumbing 00 00 3/32" = V-0" 00 00 3/32" = V-0" O1 DOMESTIC WATER BOOSTER PUMP. SEE SCHEDULE AND DETAIL. O SHUT—OFF VALVE WITH RATED ACCESS PANEL. TYPICAL. Q j" CONDENSATE DRAIN CONNECTION TO A/C UNIT, J" CONDENSATE DRAIN DOWN. ® j" CONDENSATE DRAIN CONNECTION TO A/C UNIT, 1" CONDENSATE DRAIN DOWN. O5 J" CONDENSATE DRAIN DOWN. © 1" CONDENSATE DRAIN DOWN. 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 City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB r PROJECT NO. 4097 Building Type II First Floor Above Ground & Second Floor Plan Plumbing P14.21 REFERENCE NOTES: o FO UM 0 ARCHITECTURE & Building Type II - Fourth Floor Plan - Plumbing Building Type II -Third Floor Plan -Plumbing 3/32" = V-0" 3/32" = V-0" j" CONDENSATE DRAIN CONNECTION TO A/C UNIT, J" CONDENSATE DRAIN DOWN. 02 J" CONDENSATE DRAIN CONNECTION TO A/C UNIT, 1" CONDENSATE DRAIN DOWN. Q J" CONDENSATE DRAIN DOWN. 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 City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB r PROJECT NO. 4097 U Z Building Type II Third & Fourth Floor Plan Plumbing P 14.22 SAN DN. Unit Al - Floor Plan - Plumbing 1 /4" = 1'-0" Unit A3 -Floor Plan -Plumbing 1/411 = 11 -011 Unit A2 - Floor Plan - Plumbing 67►7L 1/4" = 1'-0" REFERENCE NOTES: o O1 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. 30 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. Josep%, Laweence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972,4466 WWW.JLCENG.COM CA NO. 28730 3FORUME m a w ARCHITECTURE & 0. INTERIOR DESIGN, INC. c m U) 237 S. Westmonte Drive, Suite 220 ° Altamonte Springs, FL 32714 0 y 407.830.1400 AA0002731 0 www.forumarchitecture.com 0 E 3 0 0 Zephyr LL I Commons Apartments City of Zephyrhills, FL JLC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB Q) U) r PROJECT NO. 4097 i Enlarged Unit Plans Plumbing , P14-61 FORunn■ f Unit 131 - Floor Plan - Plumbing Unit B3 -Floor Plan -Plumbing 1 /4" = 1'-0" 1 /411 = 1'-0" D Unit B2 -Floor Plan -Plumbing 1 /4'1 = 1'-0" REFERENCE NOTES: o O1 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. Q2 ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL Q3 WATER HEATER PAN DRAIN RISER. SEE BUILDING PLANS & RISER DIAGRAMS. 4Q 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 Joseph. Lawrence & 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: SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14.62 FORUME Unit B4 - Floor Plan - Plumbing 1 /411 = 1'-0" Unit C1 -Floor Plan -Plumbing Unit B5 - Floor Plan - Plumbing 1 /4" = 1'-0" ) 1 /4" = 1.'-0" REFERENCE NOTES: o 1O 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. 2O 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. Joseph, Lawpence & Co Consulting Engineeps 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 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL JLC21.0058.00 C 0 Adam Joseph Barney 0 P.E. #: 69124 "o a SET DISTRIBUTIONS: U �U U 0. N N L 0 0 3 N N @ v c @ U C c rn N U 0 L 0 C A SHEET REVISIONS: 3 U N L U L Q E 7 L 0 U. w 0 N Q. 0 L Q L N L N C C N C C 0 U L L C @ N C N E 0 U 0 EDITED BY: SMB/ALB N r PROJECT NO. 4097 Enlarged Unit Plans Plumbing P 14.63 FO UME Unit Al -S - Floor Plan - Plumbing Unit A2-S -Floor Plan -Plumbing " SAN DN. 1 /4" = 1'-011 " SAN DN. 1 /4" = 1 `-0" SAN DN. Unit Al-S - Fourth Floor - Floor Plan - Plumbing 1/4" = 1'-0" REFERENCE NOTES: o O1 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. 2U 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. O5 J" HW TO DISHWASHER WITH SHUT—OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. I* Josep%, Laweence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 Q ARCHITECTURE & INTERIOR DESIGN, INC. C C m N N 237 S. Westmonte Drive, Suite 220 L 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 14.64 Unit Al -S-BW - Floor Plan - Plumbing " SAN DN. 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. 20 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. QQ j" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. CONNECT DISHWASHER DRAIN TO DISPOSER. SAN DN. Unit Al-S-BW -Fourth Floor -Floor Plan -Plumbing 1 /4" = 1'-0" Joseph, Lawpence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.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: 0 SHEET REVISIONS: EDITED BY: SMBIAJB 0 " PROJECT NO. 4097 U z Enlarged Unit Plans Plumbing P 14.65 FORum■ Unit B2 - Fourth Floor - Floor Plan - Plumbing Unit 62-13W - Fourth Floor - Floor Plan - Plumbing 1 /4" = 'I '-U" D 1 /4" = 1'-0" Unit 132-13W - Floor Plan -. Plumbing 1 /4" = 1'-0" REFERENCE NOTES: o (D 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. 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. O HOT WATER RECIRCULATION PUMP, SEE SCHEDULE & DETAIL. Joseph, Lawrence & Co Consulting 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 J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMBiAJB N s PROJECT NO. 4097 u Enlarged Unit Plans Plumbing P 14.66 0 Unit 64 - Fourth Floor - Floor Plan Plumbing D 1 /4" = 1'-0" Unit C1 - Fourth Floor - Floor Plan Plumbing 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. Q 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. Q r 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 "-0" Josep%, Laweence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.JLCENG.COM CA NO. 28730 3 m v 2 FORUME L 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: 0 SHEET REVISIONS: EDITED BY: SMB/AJB N s PROJECT NO. 4097 U Z Enlarged Unit Plans Plumbing P 14.67 FORUMN I 3" • I I I I � I I • ME r ,�n 1ST �B F� Y I Y3" � I 3" 2" I I I 4T� 3" I I I I I I I 1 2; I I I I I I �R 2" I 1 I I I I I SH wc I I I I r'I - I I I I I I z" I 1 I I I I I 12 I " I r'I I I I I I I I ?" I I I I 2" I I I I I I I I 2" I I I I I I I I 1 I I I I I I I � f I I I I I I I I 2ND FlR � " I I I I I I I I I I I 2" I J �Q WC S1 S1A S2 S3 rS 4 rS 5 S6(�S' 7 NTS �T-s �Ts NT8 �Ts �Ts �Ts �Ts SANITARY RISER DIAGRAMS Josep%, Laweence & Co Consulting Lngineerps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 iL ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments r City of Zephyrhills, FL 0 o J LC21.0058.00 E 0 N 0 R?*�tai. T-t I¢ Adam Joseph Barney P.E. #: 69124 i SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Apartments Riser Diagrams - Plumbing P14.71 a I I I I 2" I i I I I I I I 0 ' I I I I I I I I I I I 2" I 3" (*'S8 �Ts SANITARY RISER DIAGRAMS NTS Y,i I 1 41 I I !Y,1 IV= WATER RISER DIAGRAM i" 0 C1) CONDENSATE RISER DIAGRAM (D1 NTS NT8 TEMP & PRESS. RELIEF VALVE TYPICAL. REFERENCE NOTES: Q r 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. O5 CONDENSATE DRAIN PIPING FROM AC UNIT. 0 j WH I �T I II YQ PAN DRAIN RISER DIAGRAM Josepk, Lawrence & Co Consulting Lngineeps 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 407.8K 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 Apartments Riser Diagrams - Plumbing P 14.72 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. J" 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. J" 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 3j" 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. ® 90"F RISE VOLTAGE/PHASE OPERATING WEIGHT (LBS.) DIMENSIONS SELECTION BASED ON: UNIFORM ENERGY FACTOR NOTES MANUFACTURER MODEL # EWH-1 ELECTRIC 38 4.5 21 208 240V 10 418 32"H x 23"0 - LOW BOY I A.O. SMITH OR EQUAL ENLB-40 1 .92 1 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 PUMP SCHEDULE - APARTMENTS FT CONN. SIZE MOTOR DATA SELECTION BASED ON: MARK LOCATION GPM HEAD NOTES OUTLET HP/WATT TVOLTAGE/PHASE MANUFACTURER I MODEL SP-1 ELEVATOR SUMP PIT 50 25 1-1/2" 3/4 HP 120/10 LIBERTY ELV-290 1. & 2. CP-1 UNIT CIRCULATING PUMP 1 2.2 3.9 1/2" 8.5 WATTS 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 TDH (FEET) SUCTION (PSI) BOOST (PSI) SET (PSI) RPM PUMP HP VOLTAGE MANUFACTURER MODEL PUMPS PUMP 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 BOOSTER PUMP WATER 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 HOT MANUFACTURER DESCRIPTION WATER WATER /MODEL # 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 j 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 17j"x13" 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 30q"x18j"x11j" SINGLE BOWL, 18 GAUGE STAINLESS STEEL, UNDERMOUNT SINK. WSTERTONE 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 4 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" KOHL.ER SALIENT 60"06" 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 DISCIPUNES/TRADES. Joseph. Lawpence & Co Consulting Lngineees 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 C 0 m C Adam Joseph Barnev P.E. #: 69124 a SET DISTRIBUTIONS: U U �i Q. N m r 0 C 0 a� 3 N y m C N 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 U Z Z U U) Apartments ° W Schedules z Plumbing 06 W U W F- I U D P14.81 I 0 u. REFER TO INSTALLATION INSTRUG 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. 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 !18)(WITH EXPANSION VALVE) INSTALL ON ALL PVC DRAINAGE PIPING 2" & LARGER. I � I i i I DOUBLE SANITARY TEE/ DOUBLE COMBO WYE SANITARY TE CO BO & 1/8 BENI) �— WYE & 1/8 BEND INSTALL EXPANSION JOINT IN WALL BELOW TEE/COMBO WYE & 1/8 BEND. SPEARS S119 SLIP ; COUPLING EXPANSION JOINT ; WITH EPDM 0-RING. INSTALL EXPANSION FITTII 2" AND LARGER WITH (4 FLOOR & 4TH FLOOR FR ADEQUATE COMPENSATIOIS CONTRACTION IN ACCORD MANUFACTURER AND ASP VOLUME 4, CHAPTER 11. 2 DRAIN PIPING EXPANSION NT8 DETAIL WATER HAMMER ARRESTOR, SIOUX CHIEF, WHA-1, TYP. HOSE THREAD END FOR WASHING MACHINE HOSE TURN SHUT-OFF LVE (TYPICAL) " HW—/ } 2" SANITARY SEWER " Cy,--/ 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 WASHER BOX NT8 LOW SUCTION VARIABLE FREQUENCY DRIVE PRESSURE SWITCH CONTROL PANEL NEMA 1, U.L. LISTED. HIGH SYSTEM PRESSURE SWITCH SYSTEM PRESSURE GUAGE f [---DISCHARGE TO BUILDING MAIN DISTRIBUTION PIPING. CENTRIFUGAL END SUCTION PUMPS BASE MOUNTED.-, -_-� STAINLESS STEEL HEADERS. O SUCTION FROM COMBINATION VERTICAL BACKFLOW PREVENTER IN PUMP ROOM. VIBRATION ISOLATORS STRUCTURAL STEEL BASE FOR SUCTION & DISCHARGE STRUCTURAL STEEL BASE PIPE MAINFOLDS SUITABLE FOR GROUTING THERMAL DRAIN PROVIDE FULL LINE SIZE BY-PASS WITH SHUT-OFF VALVES. BYPASS VALVE NORMALLY CLOSED. CONNECT HOT WATER RETURN TO COLD WATER SUPPI Y TO WATER HFATFR 4 BOOST NITS NTS % FR PtJMP nFTAII HOT WATER RECIRCULATING PUMP DETAIL HOT WATER RETURN CW 5 NTS WHEEL HANDLE, LOOSE KEY IF SPECIFIED. "NIDEL" VACUUM BREAKER " MALE HOSE THREADS ST BRASS BODY HB_1 �.� THREADS " CW--�.� Mlzr BRASS BODY IME PLATED) La_ ��"Jemo' V LHEX NUT OPERATOR WITH TEE WRENCH "NIDEL" VACUUM BREAKER 11@_2 PROVIDE GATE VALVE SHUTOFF ABOVE COUNG (PROVIDE ACCESS PANEL IN HARD COUNG LOCATIONS) WALL MOUNTED HOSE BIB WATER TIGHT SLEEVE SP-1 PUMP PROVIDE ALARM SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. JUNCTION BOX AND WIRING BY ELECTRICAL " GRATING I F PIT FLOOR —, INSTALL EXPANSION FITTII 2" AND LARGER WITH (4 FLOOR & 4TH FLOOR FR ADEQUATE COMPENSATIOIS CONTRACTION IN ACCORD MANUFACTURER AND ASP VOLUME 4, CHAPTER 11. 2 DRAIN PIPING EXPANSION NT8 DETAIL WATER HAMMER ARRESTOR, SIOUX CHIEF, WHA-1, TYP. HOSE THREAD END FOR WASHING MACHINE HOSE TURN SHUT-OFF LVE (TYPICAL) " HW—/ } 2" SANITARY SEWER " Cy,--/ 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 WASHER BOX NT8 LOW SUCTION VARIABLE FREQUENCY DRIVE PRESSURE SWITCH CONTROL PANEL NEMA 1, U.L. LISTED. HIGH SYSTEM PRESSURE SWITCH SYSTEM PRESSURE GUAGE f [---DISCHARGE TO BUILDING MAIN DISTRIBUTION PIPING. CENTRIFUGAL END SUCTION PUMPS BASE MOUNTED.-, -_-� STAINLESS STEEL HEADERS. O SUCTION FROM COMBINATION VERTICAL BACKFLOW PREVENTER IN PUMP ROOM. VIBRATION ISOLATORS STRUCTURAL STEEL BASE FOR SUCTION & DISCHARGE STRUCTURAL STEEL BASE PIPE MAINFOLDS SUITABLE FOR GROUTING THERMAL DRAIN PROVIDE FULL LINE SIZE BY-PASS WITH SHUT-OFF VALVES. BYPASS VALVE NORMALLY CLOSED. CONNECT HOT WATER RETURN TO COLD WATER SUPPI Y TO WATER HFATFR 4 BOOST NITS NTS % FR PtJMP nFTAII HOT WATER RECIRCULATING PUMP DETAIL HOT WATER RETURN CW 5 NTS WHEEL HANDLE, LOOSE KEY IF SPECIFIED. "NIDEL" VACUUM BREAKER " MALE HOSE THREADS ST BRASS BODY HB_1 �.� THREADS " CW--�.� Mlzr BRASS BODY IME PLATED) La_ ��"Jemo' V LHEX NUT OPERATOR WITH TEE WRENCH "NIDEL" VACUUM BREAKER 11@_2 PROVIDE GATE VALVE SHUTOFF ABOVE COUNG (PROVIDE ACCESS PANEL IN HARD COUNG LOCATIONS) WALL MOUNTED HOSE BIB WATER TIGHT SLEEVE SP-1 PUMP PROVIDE ALARM SYSTEM. LOCATE ON EXTERIOR, 7'-6" AFG. JUNCTION BOX AND WIRING BY ELECTRICAL " GRATING I F PIT FLOOR —, ° CHECK VALVErx 2'-0" x 2'-0" x 2'-0" SUMP PIT PROVIDE PLACARD BELOW OIL ALARM WITH 2" LETTERS READING "ELEVATOR SUMP PUMP" UNION ° 3 ELEVATOR SUMP PUMP DETAIL NTS % Joseph. Lawrence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FORUME m 0 a 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: SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Apartments Details Plumbing P 14.82 FO UM 0 ARCHITECTURE & FIRE 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 00 PLUMBING RISER DIAGRAMS FOR MAIN WATER SUPPLY SIZING. SCHEDULE 40 PVC T&P/PAN DRAIN RISER WITHIN- WALL. REFER TO RISER DIAGRAMS FOR �O HOT & COLD WATER PIPING IN CEILING SPACE OR AS SHOWN ON DRAWINGS 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. T&P VALVE R900i WITH REMOTE READ OUT. REFER TO DETAIL FOR 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 FOR EXACT LOCATION. TEMP. PRESSURE RELIEF VALVE ABOVE DRAIN PAN WITH INDIRECT CONNECTION. FRONT VIEW SIDE VIEW 2 -� LOWBOY WATER HEATER BELOW AHU NITS DETAIL 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. 12" MINIMUM CONDENSATE LINE, PAINT WITH APPLIANCE EPDXY. FIN. FLOOR 4 t FOOTER `- 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. 3 -� CONDENSATE DRAIN TERMINATION DETAIL NTS 1 NITS 1'-0" SQ. x 6" DEEP CONCRETE PAD zoo { SOIL PIPE — SEE PLANS FOR SIZE PLAN FINISHED CONCRETE FINISHED GRADE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT COMBINATION WYE & 1/8 BEND 0 ELEVATION TWO-WAY CLEANOUT EXTENSION PIECE (SIZE AS NEEDED) I �* iosep%, Laweence & Co Consultinq Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U C 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 Apartments Details Plumbing P 14.83 FORUME ARCHITECTURE & U® Classified by Underwriters Laboratories, Inc. to 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 1115.-4 -.-. Aa A-.-L.:--& O f%r KA1__ La SECTION A -A 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 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max diam 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) diam (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) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. (152 mm) diam (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) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. E. Polyv[nylidene Fluoride (PVDF) Pipe — Nom 4 in. (102 mm) diam (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) diam (or smaller) SDR 9 Uponor AquaPEX or Wirsbo hePEX PEX tube for use in closed (process or supply) piping systems. When max 6 in. diam 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) diam pipe is used, T Rating is 0 hr. I I I — ;3 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FirestopSystems July 31,2018 Y Page: 1 of 2 System No. W-L-2078 rl- 1c O N J 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) diam pipes, three anchor hooks for 3 and 4 in. (76 and 102 mm) diam pipes, four anchor hooks for 6 in. (152 mm) diam pipes, ten anchor hooks for 8 in. (203 mm) diam pipes and twelve anchor hooks for 10 in. (254 mm) diam pipes. The anchor hooks are to be secured to the surface of wall with 3/16 in. (4.8 mm) diam by 2-1/2 in. (64 mm) long steel toggle bolts along with washers. As an alternate for pipe sizes of nom 4 in. diam 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 644-250/10" 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) diam pipes, flush with each side of wall. Sealant in annular space is optional for max 6 in. (152 mm) diam 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. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. 2018 Hilti Firestop Systems July 31, Page: 2 of 2 SSIF c �s '� System No. F-C-2160 N F Rating —1 and 2 Hr c Classified by T Rating —1 and 2 Hr Underwriters Laboratories, Inc. to UL 1479 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. Diam of opening shall be 2 in. (51 mm) larger than the nom diam 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 galv 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 518 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. Diam of opening shall be 2 in. (51 mm) larger than the nom diam of through penetrant (Item 2). 1.1 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. Diam of opening shall be 2 in. (51 mm) larger than the nom diam 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. Diam of opening shalt be 2 in. (51 mm) larger than the nom diam of through penetrant (Item 2). D. Gypsum Board* — One or two layers of min 1/2 in. (14 mm) gypsum board. r• Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FirestopSystems Apd106, 2018 Y Page: 1 of 2 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 rl 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) diam (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) diam (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 forjurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FirestopSystems April 06, 2018 Y Page: 2 of 2 gSIF� v� Classified by Underwriters Laboratories, Inc. to UL 1479 System No. F-C-2029 F Rating - 2 Hr CD N O N c� System tested with a pressure ditterential of 2.b 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. Diam 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 diam 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) diam (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) diam (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) galv steel available from the sealant manufacturer. Collar shall be none 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) diam steel toggle bolts in conjunction with 1-1 /4 in. (32 mm) diam steel fender washers at every other tab. After sealant is installed (Item 313), the collars shall be compressed around the pipe using a 112 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 HILT[ 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 Lm Underwriters Laboratories, Inc. Hilt! Firestop Systems January 20, 2015 SSIF� Classified by Underwriters Laboratories, Inc. to UL 1479 System No. F-C-2263 RLJ_ F Rating —1 Hr T Rating —1 Hr 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 diam 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) diam (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 Certificafion (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of W.T1 W". 1W 1Underwriters Laboratories, Inc. Hilt! Firestop Systems January 18, 2017 Joseph. Laweence & Co Consulting Lngineops 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 U Z 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 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) QX 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 c,(� EXHAUST GRILLE FLOW DIRECTION ACU AIR CONDITIONING UNIT KW KILOWATTS COMMENCING WORK. INDICATES POINT OF CONNECTION BETWEEN NEW AHU AIR HANDLING UNIT LAT LEAVING DIFFUSER 4. AN INDEPENDENT TEST AND BALANCE CONTRACTOR (TABC) SHALL BE HIRED BY THE GENERAL CONTRACTOR. AND EXISTING AP ACCESS PANEL LD LINEAR DIFFUSER 5. TABC IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH AABC GUIDELINES. A TEST AND SUPPLY DUCT UP SECTION (RECTANGULAR) Q POINT OF DISCONNECT BAS BUILDING AUTOMATION SYSTEM LWT LEAVING WATER TEMPERATURE BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. BI BACKWARD INCLINE MAX MAXIMUM 6. PROVIDE 45 DEGREE BRANCH TAKE -OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE -OFFS. RETURN DUCT UP SECTION (RECTANGULAR) CWS CONDENSER WATER SUPPLY PIPING BLDG BUILDING MBH 1000 X BTUH BHP BRAKE HORSEPOWER MIN MINIMUM 7. ALL DUCTWORK TAKE -OFFS AND/OR BRANCH DUCTWORK SHALL BE PROVIDED WITH BALANCING DAMPERS (REMOTE IF IN CWR CONDENSER WATER RETURN PIPING HARD CEILING AREAS). BTUH BRITISH THERMAL UNIT PER HOUR MD MANUAL VOLUME DAMPER EXHAUST DUCT UP SECTION (RECTANGULAR) BDD BACKDRAFT DAMPER M MOTORIZED DAMPER 8. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, NOT OTHERWISE BCWS BUILDING CONDENSER WATER SUPPLY PIPING ACCESSIBLE. CD CONDENSATE DRAIN MZ - MULTI -ZONE I �x; SUPPLY DUCT DOWN SECTION (RECTANGULAR) CFM CUBIC FEET PER MINUTE N.T.S. NOT 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 I ��� RETURN DUCT DOWN SECTION (RECTANGULAR) CHWS CHILLED WATER SUPPLY PIPING SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS CHWR CHILLED WATER RETURN OPD OPEN DRIP PROOF INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE, DUCT SIZES MAY BE CHWS CHILLED WATER SUPPLY PROP PROPELLER REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. 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 HEATING WATER RETURN PIPING FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER NECK IT SERVES. CONT CONTINUOUS PL.BG PLUMBING i 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 �� CD CONDENSATE DRAIN PIPING THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. COP COEFFICIENT OF PERFORMANCE PSIG POUNDS PER SQUARE INCH GAUGE 14. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE THE WORK f '�-�"'I LINEAR SLOT DIFFUSER R REFRIGERANT PIPING CU CONDENSING UNIT RA RETURN AIR SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, ADJUSTED, AND PROVEN TO BE DB DRYBULB RD RADIATION DAMPER FULLY OPERATIONAL AND USEABLE. FS ) EXISTING LINEAR SLOT DIFFUSER (LIGHT LINETYPE) FLOW SENSOR DWDI DOUBLE WIDTH, DOUBLE INLET REG REGISTER 15. ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2-WAY OR 3-WAY BLOW AWAY DWGS DRAWINGS REQ'D REQUIRED FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4-WAY BLOW UNLESS NOTED OTHERWISE. RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DX DIRECT EXPANSION RG RETURN AIR GRILLE 16. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK. A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. SP STATIC PRESSURE TRANSMITTER ASSEMBLY EF EXHAUST FAN RH RELATIVE HUMIDITY 17. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL ACCESS PANELS IN FIRST DIMENSION IS THAT OF SIDE SHOWN EXH EXHAUST RPM REVOLUTIONS PER MINUTE CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. A ROUND DUCTWORK EA EAT EACH ENTERING AIR TEMPERATURE RR RTU RETURN AIR REGISTER ROOFTOP UNIT 18. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 48" (MAXIMUM) ABOVE FINISHED FLOOR. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN L L_'/4w, RECTANGULAR BRANCH DUCT CONNECTION. (PROVIDE BALANCING DAMPER AT ALL (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY) �N• 4" w BRANCH CONNECTIONS) EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR 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. EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) ENT ENTERING SD SMOKE DETECTOR 20. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. T � TEE (PLAN, UP, DOWN) EQ EQUAL S SMOKE DAMPER ER EXHAUST REGISTER SQ.F T. SQUARE FOOT 21. TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. -►R DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED -O -:D ELBOW (PLAN, UP, DOWN) EWT ENTERING WATER TEMPERATURE SR SUPPLY REGISTER 22. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL FC FORWARD CURVED STIR STARTER CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE _;D DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED BORNE BY THE MECHANICAL SUBCONTRACTOR. FCU FAN COIL UNIT SWSI SINGLE WIDTH, SINGLE INLET ->Q-- 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 TEFL TOTALLY ENCLOSED FAN COOLED �j TWO WAY MOTORIZED CONTROL VALVE 24. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER TRADES. FLEX FLEXIBLE CONNECTOR OR DUCT TEMP TEMPERATURE }� FPM FEEL PER MINUTE TG TRANSFER GRILLE 25. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. I�TI I� 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. Hz0 FEET WATER GAUGE LESS WHEN TESTED IN ACCORD WITH ASTM E84. IIIII FLEXIBLE DUCT CONNECTION --{--- PRESSURE REDUCING VALVE T'STAT THERMOSTAT F DEGREES FAHRENHEIT TYP TYPICAL 27. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM AS TO MAINTAIN RATING SYSTEM. GA GAUGE VFDC VARIABLE FREQUENCY DRIVE GALVANIZED STEEL GAUGE DUCT REQUIRED OF FIRE/RADIATION DAMPER WITH ACCESS PANEL FLOW CONTROL VALVE GAL GALLON VAV VARIABLE AIR VOLUME 28. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION THE EQUIVALENT LENGTH OF THE DUCT WITHIN 6 FEET OF THE -��I-- BALL VALVE FOR PIPING 2-INCHES AND SMALLER BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED GALV GALVANIZED VS VARIABLE SPEED EXHAUST DUCT CONNECTION. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL LARGER GPM GALLONS PER MINUTE W WATTS 29. CONTRACTOR TO ORDER ALL FIRE/SMOKE DAMPERS WITH INTEGRAL SMOKE DETECTORS AND END STOP INDICATOR OPTIONS. �r'�r- BUTTERFLY VALVE HP HTWR HORSEPOWER HIGH TEMPERATURE HOT WATER RETURN W/0 WITH VERIFY VOLTAGE WITH ELECTRICAL DRAWINGS. IF BUILDING IS EQUIPPED WITH FIRE ALARM SYSTEM ALL FIRE/SMOKE DAMPERS WILL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. EXISTING DUCTWORK TO BE REMOVED (DASHED LINETYPE) W/ WITHOUT - - - CHECK VALVE HTWS HIGH TEMPERATURE HOT WATER SUPPLY 30. ALL MECHANICAL EQUIPMENT SHALL BE THOROUGHLY CLEANED OF ALL DIRT, OIL, CONCRETE, ETC. ANY DENTS, SCRATCHES DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY HW HOT WATER WB WEBULB 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 A- 00 AIR DEVICE TAG OF DIFFERENTIAL PRESSURE METER. VALVE SHALL SHALL BE REPAIRED TO "AS NEW" CONDITION OR REPLACED AT THE DIRECTION OF THE ARCHITECT/ENGINEER. WHERE MARK-CFM HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS FACTORY FINISHES OCCUR AND DAMAGE IS MINOR, FINISHES MAY BE TOUCHED UP. IF, IN THE OPINION OF THE VALVE PRESSURE DROP ARCHITECT/ENGINEER THE DAMAGE IS EXCESSIVE, FACTORY FINISH SHALL BE REPLACED TO -NEW" CONDITION. (� H SIDEWALL TRANSFER GRILLE A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL 31. DRAWINGS ARE DIAGRAMMATIC AND INDICATE 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 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 LOUVER-- VENTURI FLOW METER CLEAR OR DEFINITE, THE SUBJECT SHALL BE REFERRED TO ARCHITECT/ENGINEER FOR CLARIFICATION AND INSTRUCTIONS. PRESSURE AND/OR TEMPERATURE PORT 33. ANY INTERRUPTION OF EXISTING MECHANICAL AND ELECTRICAL SERVICES SHALL BE COORDINATED IN ADVANCE WITH THE OWNER'S REPRESENTATIVE. THIS INCLUDES, BUT IS NOT LIMITED TO, SERVICES PROVIDING CHILLED WATER, ELECTRICITY, OR SIDEWALL EXHAUST GRILLE OTHER CRITICAL SYSTEMS AS MAY BE PERTINENT TO THIS PARTICULAR PROJECT. SERVICE INTERRUPTION TIMES AND THERMOMETER DURATION OF INTERRUPTION OF SERVICES SHALL BE DECIDED BY THE OWNER. PROVIDE APPROPRIATE PROVISIONS (SUCH AS WALL MOUNTED DDC TEMPERATURE SENSOR ISOLATION SHUT-OFF VALVES, DAMPERS, END CAPS, AND SIMILAR ITEMS) AS NECESSARY TO ACCOMMODATE THE REQUIRED MOUNT 4'-0" ABOVE FINISHED FLOOR SERVICE INTERRUPTIONS. IF SHUTDOWNS CANNOT BE ACCOMMODATED, PROVIDE MEANS FOR "WET" TAPPING OR "HOT" PRESSURE GAUGE WITH GAUGE COCK TAPPING OF PIPING SYSTEMS. O 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 CO SENSOR 35. FIRE & FIRE/SMOKE DAMPERS ARE REQUIRED TO BE UL LISTED AND APPROVED FOR THE ASSEMBLIES LISTED ON THE MOUNT 4'-0" ABOVE FINISHED FLOOR PRESSURE RELIEF VALVE ARCHITECTURAL DRAWINGS. THESE DAMPERS MUST ALSO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING. O WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-O" ABOVE FINISHED FLOOR OPENING IN WALL ABOVE CEILING �s WALL TED HUMIDISTAT SENSOR MOUNT 0° ABOVE FINISHED FLOOR ENERGY CALCULATION VALUES A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET EQUIPMENT TYPE 3 MARK EQUIPMENT TAG ROOF: R-30 A = DETAIL NUMBER WALLS: R-19 NOTE: B B = SHEET NUMBER ON WHICH DETAIL IS LOCATED 1" DOOR UNDER CUT. ARROW WINDOWS: THIS PROJECT HAS MET THE MINIMUM ENERGY CODE REQUIREMENTS AND HAS UC INDICATES DIRECTION OF FLOW SHGC: 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 r �, RD '_ ICI RADIATION DAMPER INSTALLED IN AIR DEVICE FLEX DUCT VLT: .58 NOTED PER THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE AND DOORS: R-2.5 FLORIDA ENERGY CODE. RD RADIATION DAMPER INSTALLED IN DUCT Q JOsep%. LQWPenCe C7� cc FLOORS: R-11 NOTE. SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR Consulting Engineers NOTE: ELBOW WITH TURNING VANES REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR MAY NOT BE USED FOR THIS PROJECT. 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE TEL: 321,972.4466 NOTES MAY NOT BE USED FOR THIS PROJECT. WWW.JLCENG.COM CA NO. 28730 m U I 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: 0 SHEET REVISIONS: $ EDITED BY: SMB/AJB N PROJECT NO. 4097 U Z Apartments Symbols, Abbreviations, and General Notes - Mechanical M15-00 FORUME t a t ! I � I I o l o � I I 0 o C) M o !I I � � I z M !! �m 11 I I � �I I ! I I I� n la la la la la Is la Ii I li la la i la 11 la I, I!I _la Site Plan - Mechanical LEGEND QY BUILDING ID NUMBER Z NUMBER OF UNITS PER BUILDING BUILDING TYPE I I ------------- I i l i I !-------------! I II d d le —� I------------ ------ I /I L__ d I fir O 1WJ ! r— --------------------- I I I I ! I 1161 I i I ! I I I I I i '. TOP OF BANK_ — ------------- EXISTING STORAGE FACILITY (I -Story, 5, 100 SF) ------— — — — — — — — — — — — — — — — — — — I If ! 1 II ! I I II I I I I if if I ! tl I II I I I 11 ! ! II it I I 1! ! I ' I ti II om I I N i { rn�z i 1$ W I 1" = 60'-0" 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, Lawpence & Co Consulting Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 C 0 °c Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: U U N a U) N r Y 1 C 0 N N N N fl C N U C C •N 0 N A SHEET REVISIONS: IV U N Y L U Q l: 7 0 LL w 0 N a 0 a t m Cc C 0 c f0 C C 0 U EDITED BY: SMB/AJB 0 r PROJECT NO. 4097 Site Plan Mechanical M15-01 GENERAL NOTES: FORUME ARCHITECTURE & Building Type II - Second Floor Plan - Mechanical CU 1 (TYP. OF 4) Building Type II - First Floor Plan - Mechanical CU 1 (TYP. OF 4) 19 (TYP F 4) 3/32" = V-0" (TYP. OF 4) 3/32" = V-0" 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 O1 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. 2O 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. O3 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. 5O 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 Lngineers 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 II First & Second Floor Plan Mechanical M15.21 GENERAL NOTES: FORUME ARCHITECTURE & U Building Type II - Fourth Floor Plan - Mechanical Building Type II -Third Floor Plan -Mechanical 3/32" = V-0" 3/32" = V-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. Q2 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. Q PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT/HUMIDISTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT IN CORRIDOR 48" ABOVE RNISHED 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.foru-ma-rchitecture.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 Building Type II Third & Fourth Floor Plan Mechanical M 15.22 0 Unit Al - Floor Plan Mechanical Unit A3 - Floor Plan - Mechanical 1/4" = 1'-0" 1 /4" - 1'-0" Unit A2 Floor Plan - Mechanical NATURAL VENTILATION CALL. 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 CALL. 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'. 114" = 1'-0" NATURAL VENTILATION CALC. UNIT A3 UNIT FLOOR AREA: 570 MIN. VENTILATION AREA: 22.8 (UNIT AREA * 47.) 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 O1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. 20 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. Q3 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. 5� 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. Q 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. �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, Lawrence 8C Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 roFORUME a a o ARCHITECTURE & a INTERIOR DESIGN, INC. C C m N Q 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com U Q) U Q E LL 0 Zephyr C Commons C 0 U C Apartments 3 a m N N N a X N m _ 0 N C 0 E U 0 r City of Zephyrhills, FL 0 0 o JLC21.0058.00 (0 U 4: 0 E 0 U) C 0 .W N C 0 all °c Adam Joseph Barney u P.E. #: 69124 'o SET DISTRIBUTIONS: U w U N a N a� r 0 z C 0 N m C m SHEET REVISIONS: EDITED BY: SMBIAJB N r PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.61 GENERAL NOTES: FORUME Unit 131 - Floor Plan - Mechanical Unit B3 - Floor Plan - Mechanical 1 /4" = 1'-0" 1 /4" = 1'-0" Unit B2 - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT B1 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 B1 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 SECTION 402.3 THEREBY NO MECHANICAL EXHAUST IS REQUIRED FOR THE KITCHEN. ALL AREAS CALCULATED IN SQUARE FEET DRYER VENT LENGTH CALL. UNIT 132 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 B3 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 CALL. UNIT B3 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" 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 O1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. O2 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 ® 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. V 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. Q7 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. 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 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 NO, 4097 Enlarged Unit Plans Mechanical M 15.62 Unit 134 - Floor Plan - Mechanical 1 /4" = 1'-0„ 0 Unit C1 - Floor Plan - Mechanical Unit B5 - Floor Plan - Mechanical 1 /411 = 1'-0" NATURAL VENTILATION CALC. 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 B4 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 B5 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 1S 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 /4" = 1'-0" NATURAL VENTILATION CALL. 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 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. 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. O INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. O 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. Q MICROWAVE WITH DUCTLESS HOOD. t�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. 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. 1.0 Josep%, Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 roFORUME a .2c 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 J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: SMB/A.1B PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.63 0 Unit Al -S - Floor Plan - Mechanical Unit A2-S - Floor Plan - Mechanical 1 /4" = 1'-0" 1 /4" = 1'-0" Unit Al-S - Fourth Floor - Floor Plan - Mechanical 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". 1/4" = 1'-0" NATURAL VENTILATION CALC. UNIT A2-S 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 [CC 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 10 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. 20 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. O3 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. 5O 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. O7 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. 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 Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 mFORUME a a 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: � SHEET REVISIONS: EDITED BY: SMB/AJB 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 'PHIS DRYER VENT IS 48.5' LONG AND REQUIRES A DRYER CAPABLE OF MEETING THIS DRYER VENT LENGTH". 1 /411 = 1'-01' 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 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 /411 = 1'-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: O O1 MOUNT AIR HANDLING UNIT PER WALL MOUNTED DETAIL. O2 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. Q 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. 0 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. 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 9.0 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 r PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.65 FORUME Unit B2 - Fourth Floor - Floor Plan - Mechanical n� Unit 132-13W - Fourth Floor - Floor Plan - Mechanical 1 /411 = 1'-0" 1 /411 = 1'-0" Unit 132-13W - Floor Plan - Mechanical NATURAL VENTILATION CALC. UNIT B2 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 CALC. 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". NATURAL VENTILATION CALC. UNIT 132-13W 4th FLOOR UNIT FLOOR AREA: 802 MIN. VENTILATION AREA: 32 (UNIT AREA * 47.) 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 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„ = 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 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 SQUTHWIRE 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 O 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. 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. O7 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 CEIUNG 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 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: SMBIAJB PROJECT NO. 4097 Enlarged Unit Plans Mechanical M 15.66 GENERAL NOTES: FORUME I a Unit 134 - Fourth Floor - Floor Plan - Mechanical NATURAL VENTILATION CALC. 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 1S 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 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 CONNECTION 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 * 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 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'-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 5-00. EXHAUST DUCTWORK TO BE INSTALLED WITH LONGITUDINAL SEAMS FACING UPWARD FOR THE ENTIRE LENGTH OF THE DUCTWORK. REFERENCE NOTES: O O 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. 0 INSTALL DRYER EXHAUST WALL CONNECTION BOX PER DETAIL. U4 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. 7O 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. ® 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 Lngineeps 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 Q F PROJECT N0. 4097 U z z w 0 0 0 Enlarged Unit Plans Mechanical w z 0 W I D U w L U a M 15.67 1 C LL 0 FORUME 0 FLEX DUCT SCHEDULE CFM FLEX SIZE 0-35 4"0 36 - 60 5"0 61 - 100 6"0 101 - 140 7"0 141 - 210 8"0 211 - 280 9"o 281 - 400 1000 401 - 600 12"0 601 - 900 14*0 901 - 11300 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 SONES 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 MATERIAL MANUFACTURER & MODEL NO. NOTES A LOUVERED FACE SUPPLY DIFFUSER 8"x4" 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"x8" 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 LOUVERED FACE RETURN GRILLE 30"x8" SEE PLAN STEEL USAIRE 1400 1. H 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 EEL IR NIT REQUIMARK UNIT INFORMATION LOCATION TOTAL AIR OUTSIDE DRIVE ENTERING LEAVING TOTAL N0. OF TOTAL VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER MOUNTING NOTES SERVED FLOW AIR FLOWSSTYPE rrARINCAL HPAIR TEMP. AIR TEMP. CAPACITY TYPE EFFICIENCY THICKNESS STAGES KW PHASE CIRCUIT CIRCUIT (H"xW"xD") WEIGHT (CFM) (CFM) WG. (F DB/WB) (F DB/WB) (BTUH) MCA MOCP (LBS•) AMU-1 Al, A2, A3 600 - 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 36.0 40 36"x20"x16" 84 GOODMAN OR EQUAL AWUF190816* WALL 1., 2. & 3. AHU-2 B1, B2, B3, B4, B51 800 1 0.3 1 DIRECT 1 1 3 1 80.0 67.0 56.0 54.0 1 24,000 THROWAWAY 25%-30% 1" 1 6 208/10 36.0 40 36"x20"x16" 84 GOODMAN OR EQUAL AWUF250816* WALL 1., 2. & 3. AHU-3 C1 1,000 - 0.3 1 DIRECT 1 1 2 1 80.0 67.0 56.0 54.0 1 30,000 1 THROWAWAY 1 25%-30% 1 1" 1 1 1 7.5 1 208/101 49.1 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 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. 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 % 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 GROUND 95 1 100 1 1 8 208/10 9.0 1 0.70 1 12.0 1 20 114.0 28"x26"x26" 131 GOODMAN OR EQUAL GSX140191* 1. & 2. CU-2 GROUND 9.T 1 100 1 1 8 208/10 13.5 1 0.70 1 17.6 1 30 14.0 33"x26"x26" 136 GOODMAN OR EQUAL GSX140251 * 1. & 2. CU-3 GROUND 95 1 100 1 1 6 208/10 12.8 1 0.95 1 17.0 1 25 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. Joseph, Lawrence CSC Co Consulting Ingineers 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: SMBIAJB PROJECT NO. 4097 Schedules Mechanical M15.71 FORUME ARCHITECTURE & OUTSIDE AIR CALCULATIONS (CORRIDORS) CLASSIFICATION OCC. FACTOR OCCUPANCY/ 1000 SQFT. (PERSONSLJ ASHRAE 62.1 VALUES PER TABLE 6.2.2.1 SPACE AREA (SQFr) SPACE LOAD (PERSONS) OUTDOOR AIR REQUIRED (CFM) OUTDOOR AIR SUPPLIED (CFM) Rp Ro 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 0.06 1355 1 81.30 85 AHU-2.2 CORRIDOR 0 0 1 0.06 1183 1 70.98 75 AHU-2.3 CORRIDOR 0 0 10.06 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 18"x18" 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 POINTUNIT INFORMATION MARK LOCATION SERVED TOTAL AIR FLOW (CFM) OUTSIDE AIR FLOW (CFM) 1EXTERNA PRESS IN.WG. DDRI E VE HP ENTERING AIR TEMP. (F DB/WB) LEAVING AIR TEMP. (F DB/WB) TOTAL CAPACITY (BTUH) TYPE EFFICIENCY THICKNESS NO. T VKW OLTAGE/ SINGLE CIRCUIT MCA SINGLE CIRCUIT MOCP IZE (H zWUNIT SxD") 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 ASPT29B14* 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 18000 THROWAWAY 257.-30% 1" 1 5 208/10 27.0 30 45"08"x21" 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 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-1.4 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"x21" 116 GOODMAN OR EQUAL ASPT25814* METAL STAND 1., 2., 3. & 4. AHU-2.1 CORRIDOR BLDG TYPE II 600 85 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. AHU-2.2 CORRIDOR BLDG TYPE II 600 75 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-2.3 CORRIDOR BLDG TYPE II 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"x18"x21" 116 GOODMAN OR EQUAL ASPT25B14* METAL STAND 1., 2., 3. & 4. MU-2.4 CORRIDOR BLDG TYPE II 600 75 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"08"0" 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 INFORMA11ON MANUFACTURER MODEL NUMBER NOTES OUTDOOR TEMP.DESIGN QTY. CAPACITY STEPS QTY. NOMINAL HP VOLTAGE/ PHASE COMPRESSOR EACH CONDENSER FANS MCA MOCP SEER UNIT SIZE (H"xW"xD") OPERATING BS.) QTY. ( � 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 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-1.3 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 96 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 96 1 100 1 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-2.2 GROUND 96 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 96 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 1 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. 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 OUIREMENTS UNIT INFORMATION MARK LOCATION TOTAL AIR OUTSIDE STAEXTERNAL DRIVE ENTERING LEAVING TOTAL SENSIBLE COIL COIL TOTAL VOLTS/ HEATER 1 VOLTAGE/ SINGLE SINGLE UNIT SIZE OPERATING MANUFACTURER MODEL NUMBER NOTES SERVED FLOW AIR FLOW PRESS TYPE FLA AIR TEMP. AIR TEMP. CAPACITY CAPACITY I AREA ROW/FINS TYPE EFFICIENCY THICKNESS CAPACITY PHASE WATTS p CIRCUIT CIRCUIT (H"xW"xD'� WEIGHT (CFM) (CFM) IN.WG. (F DB/WB) (F DB/WB) (B1TJH) (BTUH) (SQ.FT.) (B1TJH) MCA MOCP (l BS.) MAU-1 FACP 370 - - - 0.33 80.0 67.0 56.0/54.0 1 12,000 1 INTERNAL 1 25%-30% - 14,000 208 10 1 950 1 208/10 1 1 1- 12"x35"x10" 29 7 MITSUBISHI OR EQUALI TPKAOA0121HA70A 1 1, 2, & 3 NOTES: 1. POWER FOR INDOOR UNIT PROVIDED FROM EXTERIOR CONDENSER. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE POWER WIRING BETWEEN EACH UNIT IN FIELD. 2. ROUTE AND SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS. 3. MOUNT AS HIGH ON WALL AS POSSIBLE. MINI -SPLIT CONDENSING UNIT SCHEDULE (HEAT PUMP) MARK LOCATION COMPRESSOR CONDENSER FANS ELECTRICAL UNIT INFORMATION MANUFACTURER MODEL NUMBER NOTES OUTDOOR ESIGN TEMP. QTY CAPACITY STEPS QTY NOMINAL NP VOLTAGE] PHASE COMPRESSOR RLA/LRA CONDENSER FANS MCA MOCP SEER UNIT SIZE (H xW xD) OPERATING WEIGHT (LBS ) Qn F.LA MCU-1 GROUND 95 1 1 1 100 1 1 - 208/10 1 7.0 12.0 1 1 1 0.50 1 11 1 30 120.8 1 25"x33"x11" 93 MITSUBISHI OR EQUAL TRUZA0121KA70NA 1. & 2. NOTES: 1. PROVIDE COMPLETE WITH 71ME DELAY RELAY AND ANTE -SHORT CYCLE TIMER. 2. DISCONNECT SWITCH PROVIDED BY DIVISION 16. 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 3 a) U) N a m m r 3 0 z 3 N C C N E 3 U 0 City of Zephyrhills, FL w 0 c JLC21.0058.00 0 8 w a 0 E 0 N 0 C 0 U 3 Z 0 a m C 21 N O) C m U! L C 0 C Adam Joseoh Barnev P.E. #: 69124 a SFT nISTRIR11TInNS- c m �N 0 `o .L t 0 SHEET REVISIONS: 3 L Q E 3 `0 LL 0 a 0 a a� r ro N 2 C 0 U Y C ro 0 C 0 E 7 U 1 EDITED BY: SMB/AJB m N r PROJECT NO. 4097 Schedules Mechanical M 15.72 WALL MOUNTING BRACKET FURNISHED BY MANUFACTURER. WALL SLEEVE WITH CAPS FURNISHED BY MANUFACTURER. CHECK VALVE IN CONDENSATE LINE. MOUNT BOTTOM SA OF UNIT (PROVIDED CONDENSATE LOWER THAN r PUMP AS REQUIRED) 6'-8" AFF. I r' WIRING TO WALL MOUNTED THERMOSTAT CONDENSATE LINE SECURE CONDENSING UNIT USING MIAMI TECH CONDENSING UNIT TIE DOM STRAP. MODEL NUMBER FL14CUTD OR EQUIVALENT. ATR 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 i,,>� 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 5 WALL MOUNTED EXHAUST FAN DETAIL NTH NTS UNITS 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 (TYP.) SECURE CONDENSING UNIT USING MIAMI TECH Pr%kin AICTAVl IIAITT TTr nAII&I 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. 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. 4 NTS LIQUID LIN SLAB 45' BEND v mm, nuvr� FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY. CONDENSATE DRAIN TERMINATION DETAIL Iwvl� vvlwvll vlw�n 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 SUPPORT DETAIL "T$ (REFRIGERANT &ELECTRICAL BELOW GRADE) "T$rs') 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 �c Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 m a a FORUMN e ARCHITECTURE & a U 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: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical N115081 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 INDI CEILING (T-BAR SHOWN; GYPSUM BOARD SIMILAR 4"0 PLASTIC DUCT CONNECTION. — 'ROVIDE BIRDSCREEN WHEN SAP IS USED FOR EXHAUST. )IRDSCREEN SHALL BE )MITTED WHEN ROOF CAP IS JSED FOR DRYER VENTING. 'ACK INTERSITITAL >PACE WITH BATT NSULAT►ON TIGHT kLL AROUND. ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISI ADJUSTABLE CLAMP MAX. SAG X" PER FOOT c 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 6 NTS DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN r SUPPLY DUCT SIZE AS I 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. C C�7 TYPICAL EXTERIOR WALL SEAL PENETRATION AND FLASH PER 0 MANUFACTURER'S RECOMMENDATIONS. '— FACTORY 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 2-PIECE WALL CAP WITH SCREW ON OUTER COVER. FACTORY INSTALLED BIRDSCREEN. REFER TO ARCHITECTURAL PLANS FOR FLOORING. FIRE DAMPER WITH 165' F FUSIBLE LINK AND VOLUME ADJUSTMENT u 0 THERMAL BLANKET INSULATION 16 GAUGE STRAP '.r•: r. .w,... .:wr n. :wr•. �'. r� G1Y..asr �«++a.cY...'+�tiO:W+'^*•.Ywwrtl ;W.�.w,.rw 1 LAYER OF GYPSUM BOARD 5 NTS SEAL INSULATION JOINTS AND DRAWBAND ON OUTSIDE OF BREAKS IN VAPOR BARRIER INSULATION AROUND JACKET WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) DRAWBAND ON FLEXIBLE DUCT (INNER SLEEVE) INSULATION AND JACKET MAIN DUCT -�� i- FLEXIBLE DUCT STEEL CEILING GRILLE FACE \/_METAL 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. BELLMOUTH FITTING—� �- WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND INSULATION AS SPECIFIE SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) OVERLAP FULL DISTANCE OF NECK NOTES: 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT-H. RADIATION DAMPER DETAIL (FLOOR JOIST INSTALLATION) POTTORFF CFD-521-IP / L521 ASSEMBLY HANGER STRAP � 3 FLEXIBLE DUCT DETAIL [2FLEXIBLE DUCT CONNECTION DETAIL (T NTS 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 Ti EXCEED X" FOOT MAX. FLEX DUCT MAINTAIN RAuiva yr BEND TO NOT LESS THAN ONE DUCT DIAMETER. STEEL CEILING GRILLE FACE J NECK SIZE SMALLER 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.L STANDARD 555. 3. APPLIES TO DIFFUSERS RETURN GRILLES AND TRANSFER GRILLES PENETRATING RATED CEILING. RADIATION DAMPER DETAIL (ATTIC SPACE INSTALLATION) POTTORFF CFD-521-ET / P522.ASSEMBLY FLEX DUCT HANGER DETAIL (TYP.) 1-1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE AND 5'-0" ON CENTER. 1 I►unrn -]A . ROM 16 GAUGE STRAP METAL PLENUM BOX SUPPORT SCREWED TO ADJACENT JOIST. NOTES: MAXIMUM SPACING 1. 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, Lawrence & Co Consulting Engineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCING.COM CA NO. 28730 3 m a FORUME ARCHITECTURE & a .07 INTERIOR DESIGN, INC. c OJ N 237 S. Westmonte Drive, Suite 220 .L Altamonte Springs, FL 32714 c 407.830.1400 AA0002731 06 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 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)-18x18 DUCT MOUNTED RADIATION DAMPER RESET ACCESS PANEL. TYPICAL ALL DUCTS WITH RADIATION/FIRE DAMPERS. 2"-6" A.F.F. FIN. FLOOR 2 iw SUPPLY AIR DUCT AIR HANDLING UNIT C C STEEL ANGLE UNIT STAND/ RETURN AIR PLENUM VERTICAL AHU DETAIL (CORRIDOR) RETURN AIR DUCT FLEXIBLE RETURN AIR DUCT RETURN DUCT MOTORIZED DAMPER OUTSIDE AIR DUCT FULL SIZE CONDENSATE LINE TO EXTERIOR. OVERFLOW FLOAT SWITCH SAFE—T—SWITCH SS2 REF. LINE CHASE TO EXTERIOR CONDENSING UNIT PROVIDE RADIATION 0 AT CEILING PENETRAI 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. REFS RISER DIAGRAMS FO SIZING. TL\t\t-.a1r.T�1MA 01/SiR7.T-.m rmuiN I vir-vv CLEAN —OUT PLUG UNION SECONDARY FLOAT SWITCH (SAFE—T—SWITCH SS2) jj CLEAN —OUT PLUG -- (UNIT PRESSURE + 2" ) (UNIT PRESSURE + 2" ) 2" NOTES: 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. 3. TRAP CONDENSATE AND DISCHARGE PER PLAN. 3 CONDENSATE DRAIN DETAIL NTS ICTWORK FIRE RATED CEILING ►TER ROUTED 4G SPACE TO JRES. REFER ANS FOR )T WATER & 'PLY RISER t TO DIAGRAMS SUPPLY EPTUNE TO DETAIL N. 1 \ CLOSET MOUNTED AHU DETAIL (APARTMENT) %JILJI_ V IL=VV 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. 'HIS CLOSET IS A RETURN AIR PLENUM LL MATERIALS INSTALLED WITHIN PLENUM ETURN CLOSET SHALL BE ASTM E-84 25/50 RE/SMOKE RATED OR BE WRAPPED WITH 5TM 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. 02! Josep%, Laweence & Co Consulting Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 ro a ro Y_ '2::0 a W 0 C C 01 �W N 0 .c 0 c 06 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: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT N0, 4097 Details Mechanical M 15.83 System N0. F-C40 d FRating --1 Hr T Rating -- 0 Hr :aw ..:. 1 AssemblyThe", -... p.4 wood joist .k; ,ftassembly „,.. : .. w: ..},, of ft materialsand Inis .;=manner - .4edil { , . the d :.-'Y ..': WO Series 'l!Y. ` n4 Designs gn the UL Fire .«' k.: DkectDry, as summmized below. ` "1w-w:. System1: pkwood •• ai,' d,ir With a #w d: lumber, plywoodor Floor Topping d'ntWxtuW as specified In Irdvidual Floor-CdN Design. Max diem of Ow opeft Is 3 in. B. Joists Nom 10 in. deep (or 4:ap '. s;..,�t6» or kR k:t! to{� joists, trusses or # a'Wood MembeW GypsumWging as required and *th end Ara"W, C. BoaW Nam 0 in. tickas: M :, t: W ! M `<#`- 4. .R Design. - d d'.w :. .i d:• .R.; ':..:4 - } k: L1 • � A;,. dJ.. .. R'..'. w: "4 '_:w.w" =.d �.'4 ad E. # �dti.i. F „ individual Partition the -ta :+ Directory an# shd Include ft i:r c ,w construcdon fleom B. da k.3. W. 'd R.,R or t: N . M 9»: plates,tR* butted. C. M:f Plate « di '.* li'.d d' : *Wl consistof : `tnom 2 by or t-.'4 :.Y E, of w# 4lumber plates, # d= ;# R'. F.. t dam 4 openings Gypo :, R :. d, h:.w, R :aSa; w : MKAW Of 'r. : 9n ---n:» -:n: be .: qWAed in 1114 Individual Wal and P. [ [.;;: Design, System No. F-C4014 F RaUng — 1 Hr T Rating — 0 Hr # fiTr E. l::.: #4' 'tt #, ;.#:'{ .i : R•: d :-n i1 !: / ti:.-# : # M:; -.# >: w-#..# 0 :'►: 4: - #:: 5'E » . -#. i 4 145 '•zs;, i7+w � :w 'Y � a ..: !: :.ji d ;#...-. r#: ::#' h t: € #' :d #.• ;.1 J2 w..R d;'. r, d' i" i l;: 0:. „ I :.,# 'w. # 1 d. Y: 1:. •. a i ::'r 1'. •.#:.. >..#- • :i: 't ..#: -:+ {,M' 'R d.: : =:-F I.f€. # ; :a..}:# . . .. - _ #; w"... # `d `p: `... R - R }. Y,' w 4, : k. R:^ , a. r-;`#,.' ', #' .}''..; R. � : ' J ,M :•:4 '., ' � w t''1 k# » i,. 4 id..r �d .,. .I p.} .w;�:4:. d d .: ,.ti w ,#�dl !. :►: i » :Yti.. • ,# "fi .-p. :3.4 :4 '# ( 1' rM lip .#.;,. (�! : � ;: .# M aw+ p. M i ,. w :., w;, :, } i : i, sw « i-: pM.: : d '�' • - 4 # • :.w �#.: > i 4;: i #.» t::S:':.# d #' # : Y: R.} _ i, iji:. d RUF.:,fi 4, ,d'4 :#. .«{:! d,t_ ilk w UL Ciessitication Mmiung +Bearing the UL Pacognized CwWat NM unftwon *us amftd by aoVL1479endQWXM15 F Rating —I I* T -•. 0 Hi` System No, F •7013 E SWONA-. .'.itl}: .}Assembly .# i,'.,E or hosed m :}-' # ti ft# #:-' :w E'shellbe mistrudled of t'maledals and manner p 'w w'A .r wi i 4 R!features# 0, A. rl1'.k System Lumber:or *wood # - ! #'R `'t- :[ M..,i' of m'd r,. *wood w-w k: Floor Topping r £as` d : f' # t R .!' - B. 4.w.} ..w W Norn9 ` deep, #r d G'fi'» . i .i'a or b:dF .4. {. lumlw i steel .{'i vL trusses or Situctural Wood C. Gypsurn Boe :w k, : - R by m t:t'# .: .pedi :1 ..: i ", ':,. ..dl $ :.. F~ 4R� ':.isi dam dif:. openlro sW Y' t,<.� .,', .d -. ,}.w ,y, v:,` t • d {:, ;-F ,: ::: w- #., d 3i li :#: e .:i 7 d11S M'd 4.': R '+d:'w'wv ]'M 3<i�.4 sltiftpsm ..'. M#,..'.w. chasek _ q 9, 4 w4, 4:.. t. that d.. R.l:, 4w... l #. :d.' .. chase wA shal4<.. constructed :M..i of thlz $. 'E: ;R t ..l".-t' d ! d :w� '.1 :•:1 :.! � . :R1. �. In d UL '.+:, #:- .k' 1 ::-ltd:and sW A. Sluds — Nom Zby 6 h (51 by 162 mm) luimber or double nom 2 by 4 K (51 by 11(12 Mat) lumber studs. B. #l' Nornby d'• 152 lumberor parallel by by 0lumberplates. tightly butted. Max diamd d 4 :. + :! C. o.# r : ? 6d# k. 1-# piaiashalconsist of .'1 4 by tin.#-.. brimbrimr d'la':,,,, 1. bNo sets of nom by by D. 1. :w. *ms type, number of 4 be as specified In kdvkkWa, dPartlbn R;:',4 Of January 1 0 HIM FirestopSystems: System No. -7013 g vU. - i #'^} is € i ✓. '# : Fr #`: duct and t : 4' } # #' 114 t k,R, }' :w314 (19 "":; • # -# €} be rigidly supported on both skies of *w-caft assefffty. Yid orWWWW-Sealwit i * 004 W i+ .n;+: of sealant :E-R :# iE Me anrtUlar space, $19h with :w# surface of Sw or We 00. #: w E # -_s*: of t.#':,; # space, . !. ".i bottom t o '9 •••,! of gypsum 4 Y,.> 'd or ,{ " - top,plate. Indicates ` :: }i pod" Wh:. .: bear or Y ,t+ #;4,Mark d '+;'d# i k s':: w d is ,d to : r , - c Labol"Ilbries. Inc. January20,2015 Hift - - - y- Fkastop; Systems TP CIBOW by tJ k htc# to UL U79 9M�xc 11 System No. W-L-7017 A+1MX 1479 (ASTM E814} Cd+ ULC 8115 F Raft -- 1 Hr F —1 Hr T 0 Hr FT Raft _ O Hr FH Re" •-1 Hi FTH Ra# --0 � SECTION d'.!� #a .it .i1 d =i! .. ,..< :' S .1 "^ t:# R••'� � t.- I '-•-,:,,: ,}., i' _rrw .; s -. t i.:. '-k,z,: t":,d e # . - � '�€� • '#�; s M: - t ' :4.: :►-i..M:.d # � �: Y 4 t n:k:.;: # o' = k r i13 11s B.,`#<- t } 4'1::. 4 :4 .:.k.:..�F • »l17 1a » ,#i.:. 7 .I :#1 &t k:' 077 °. a. mow'ob iAft 3. Air :f 44: t damk.'smaller)preftb4mwd No, : Viv shw .eY.':. k K. i k.. max 14M - « mm) annular :d,t'#: :.w-_ Ci N EMist*system.OW to 4C -i R"- supported on w-w`i Odes N ;E.'. ' k w. M~ Foamed { plastic ,! =,s R material toned Into tad :a i, as apermanent r#, F=ftmaterialk1 d-.- : k.-. . w d..: Y,d,': ;ad toecamtmodate te required P"=#.: • of 9 :'3«.. Void or » i t ;,a..' of :; appiled iannulus, W, wMbothswbas ki J ',-M fir; #®i" w::kM M*d. .....« 4 ::: W :': S d•: , {:. "4:--. k is € }. n... :E w "# 4 g � {+ a ♦: #:#, .: � ;. :: #; .. Undw*fts Laboratories, Inc, mx"X 20115 HIM i ! Systems Josepk, Lawpence & Co Consulting Lngineeps 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: 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical M 15.84 ewus by krt to UL'IM and CANAX-8115 System No. W-L-7042 ANSVUL1479 (ASTM E814) CAMLC S115 F Rallings -1 d 2 Hr (See Items I and 3) F Railings - I and 2 Ix (See Items 1 and 3) TFling-0Hr FT Rating -0Hr FH Ratings -1and 2 Hr (See fterns 1 and 3). FTH Ratite -tit Hr W16�Reproduced by HILT!, Inc. Cmfftesy of Fir —stop me System No. W-L-70 1. We# Assembly The 1 or 2 hr (lire rated wallboaWatud wag assembly shd be construdW of the rna tedals and in the manner Specified. in the k"ual ilk, U400, V400 or W4€ D Series Wait and Part on Desligm in the UL Fife Resistance Directmy and shall include the tlort features. A. Studs — Wag hoong may corisist of either wvod studs or staei channel sets" Wood shids b consist of n rn 2 by 4 in, (51 by 1012 mm) km&r spaced 16 in. (406 mrfr) OC. Steel stuns to be min 2-112 in. (64 mm) wide and spaced 24,;ar" (610 ) OC. Additional , members I be used to completely frame the openirQfor al ducts than 20 IrL (5152 mm) B. Gypsum — For 1 Irr assembly, one layer of min 518 In. (16 mm) thilk wallboard as required In 6* Ir r l Waft and Partition Design. Fort f , 1 _ . , hr assembly, two layers a min el_ { S tr�n) tittle as Iri ticinr� Wag and Partition Design. Max d w of opening Is 14-1 I mrrr 1 In. for 5• mm 12 � sand 2 l2 et. wad ( ) wall (fa48 ) stud The hourly F and FH Ratings of the tit stop system am witial to the testy fine rating of to wall sumbly in which It is 2. Through Penetrant wG* steal dual to be installed coincentrically, or emir Cywithinits �r space betw een the duct and of 4 be 0 h 0i tam 1-( m� f I " rrrm cxtrl and truce 12 in. 64 to be tied Ixt�r s vast P� �9 ( ) ( ) I� on o. assembly. A. Spiral Wound WAC Duct — Ncrrn 24 In. (610 ran) dim (err ) .No. 28 MSC (or t t ) 9* wound duct B. Sheet Metal Duo -- Norm 12 in, (305 mm) dlem for ) No. 28 MSG (err ) 9r sheet steel duct. 3 Fill, Fold or Cavity MaloW11-49allent— Min 0 In, (16 imm) and 1-114 im (32 mm) ilhickness of ft11 material aWW within sir h both surfaces 1 2 hr F F assembly �x 'vet. When -pf+tE Maxto+I�t , tnrl :l , (18r'mtt� ttscltrtess 1� It rd 2 hr F Rates. At the Ih contact l catlorr bebma duct arid wallboard, a trim 112 in, (13 rrt) clam lases of sealant shall be applied at the wallboardWa tt on both swfaces of wall assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HVI INC —+CP641S Eladomeric Fhst* % FS-C IE Slant, I=S-ONE MAX IntumescO Sealant or CP606 Flexible Firest* Sealant * Indices such,products shall bear ire UL or cUL Certification Mark for jurisdictions employing titre UL or cUL Certification (servo as Canada), resperdlvely. Reproduced by HILT], Inc. Courtesy of Undw*i tern Laboratories, Irtc. OMW HIM FirestQ SI stems 12" 2017Page: 2 of 21 &-us c CUmUd by MSUUL147,9 {ASTM E814) Und fttab0m"ries,' W UL 147 0 rpAMAC-S116 F Pegs -1 and 2 Hr (See Items 1.arxi. )` T Rating.- 0 Hr L Roting at Ar11p 5nt - Lesa TW 1 Cfft L stating at 4001"F - Lm Than 1. CF_Wsq`h . F Ratings -1. and 2'Hr (See Items i and 3� FT Rating - G Fir FTH FtaCEn9 -0 F L Rating at Ambient— Less -Than 1 CFf L tI at:406,'F Less Than 1 CFWsq A" Studs — Walt framing may nortsist Cf either wood studs or channal sb4sF Wood studs to tonswof nom 2 by 4 in. (61 by 102 mm) lumidr spaced 16 ih. (40,6 mm) OC: � his to Ise min 2-1/2 in. (64 mm) wide and spaced rrrax 24 Ia. (610 rtim). Addil;onal framing members shall be used to mRlete�frarnaarountt:opanin, B. l3slard �— ill. ta' ` " rta or"� ' r' � Thewallboard.f` t` ypstnn � (15 inm� tcic wwith.sp re ..tape edgers gypsum tyge� truth, er o lay and�shee orrentatron sShall.be•�y s $ . � In tholodiv I� l Wall"god 68r"1rt10It, E Sr n sr: 'Max # ti Ir Is.13 f3 Irr. � w1 tits G1 :VPsT .. . ...f .., ... :t. g. .., .FA <:.. Ifl1 with dimension of 50 Im (1,21 m). The hourly I' and #`H Ratings of thatestop system are equal the hourly firs ra#ing_ of U1e wall �embly in which it Is installed, Z. Steel Duet — Nom 24;.in. by 0 ir1, (610 by 1219, mm) (Orlei`) No, 24 gal�ge (gf tl Yier) �N del duel to 6e Installed within the fireft system►, The annular space shall be min `0l (point contact) in. toa mlax 2 in.. (61 mm Met t+e be rlgldly suppprted on both sides of the wall ably 0 Reproduced by HII TI, Inc. Cc urtesy of U.WO. writers Laboratories; .ebetl.5, 2t115 Mitt Firest0 syst61" Pggr I oft 3. Fires 4 Syst m — The Irest€�p system shall consist of the following: A. Fill, Void or Cavity Min 518;in. 16 mm thickness of fill material applied within annulus flush with both surfaces of wall tY ( �: � At ppint contact location, ai min 112 In. (13 trim) dim baad.,of fill material shall be: applied to the walllduct Interfaceon bolo surfaces of wall. HILTI CONSTRUCTION GGHEMI L,S, DIV 1F HILTI INS:—FS.ONE,Sealarit, FS-O NE MAX Inturnelscent Sealant, CANDIS Elestclmeric F`res op S.ealent sr Cl�t)fi FI�cll�le aMartt B. 5 eet Retaining Angle — No.18 MSG (0.0148 in) gals steel. anoles cut to It Stour of duct W, t6 a 2 in. overlap on the duct and a min 1 in. overlap an the: gypsum bdard assen161y on t ih "sufaces of wall. 2'irt; leg of ang secured to duct with min No. 8 by 314 in, long sheet metal screws, spared a max of 6 in. OC When bead of fit maller* Mused at joint contact locations, angles shall be' instal d pricer to full mate sing Indlr at s4ch products shall bear the UL ear cUL Gerklfibatioh MarKfdrjp*10donempWhg tie PL & NJLCerd66WO (sit as Canada), respectively Reprodurcd by HILTI, Inc. Crtesy oaf MLjWj UhdorvMftbils Loberatorles, W4. HIM Ff restol Systems Sep�rttber SFr, 2t�1 i P Paw 2 of 2 0 System No. Ali-L-7153 C cmaiNd byU6 UUL1479AST (15814) CANIULC S115 tw"dws Ls*� b F RaWo -1 arid 2 Hr See ts 1) F s -1 and 2 HSee Item 1 )WuL14798MCAM 1M T Rating - V2 Hr FT Re&V -112 Hr FH Ratings -1 and 2 Hr (See Item 7) FTH Raft - 1t2 Hr �A SECS A - &6 "'4k r� o- ,= 1 w .:��.R fii+: ::�4a15'i. ' M ". __ k a i". •f �:9 r' � J � r: �! N'e rl in the Individual ii V400 o, W400 Series Wall or o Design az Mean end she#Include to Wowing Mr > I Mi r,... i ' A. %& — Wal framlirig shall con* of dw* st4s. Sbet sluds to be min 3-1/2 in. (89 mm) wide and spaced max 24 In. (610 mm) OC, a. Wallboard. °e r thick, :r 22 « r,: wnh sqmor Wow :.a -, s:= The gypw board + : thickness, r: of wyom _ _ r. so sheet ., r.ar r .s specified In the 4ftal Wall arid Partition Design - Resistance Direciory. Max diam of opening is 24 h , I The hourly, F and FH RatkW of the firestop system are equal to the houq Am rating of 1111he wall assembly in which ft is inslallotiL 05107111111ju wwwriters Reproduced by HILTI, ft. Courtesy c4 Laboratories, Inc.. Lnim—i Novemiber 15, 2017' S HI Firesr3top Systems Ego: I of 2 System No. "iI -L•715 2. Stebl Duct -- Galy steel duct to be installed concentricity or econtrically with the ftdop system. Duct to be d9ldly supported on both suite of wait r". A. Spiral Wound WVAC Duel — Nhh m 20 in. (508 mm) drum (or wrier) No. 24 MSG (or heavier) gate sleet SPW wounud dent. B. Shot Metal Duct — Mint 12 fm (305 mm) dlam (orsmaller) No. 28 MSG (err heavier) I t steel duct. 3. Dud Insula Im1"" — Nom 1-1/2 In. or 2 so, (38 or 51 mm) thicdc gloms fiber bat or blanket (min A pd or 56 kglm3) jacketed on the outside with a f -sc irndraft erg. Lorigitudinal and transverse joints sealed with "num foil tape. Duff the Irsftlefi ► of the fill material, the bait or biw*et shall be reed 50% such that the annular spy within the tip system ill be milt 114 in, (6 mm) to max 1-112 in. (38 man). See Batts and Slant - (BKNV) carry in the 6uld rq Materials Rectory for names of manufadwn. Any bait or blanket meetiing the above spec ific abons and bewiN the UL Classification Marking with a Flarne mead Index of 25 or lerss and a Smoke Den4ed Index 50 or less y be C fill,' Vold or rlbl' -- Sealant -- Mire 618 In. 16 mm) thickness of fill material applied wlgtln annulus, W with both surfaces of swag. If volds develop aflier the 1111 maWialls am, ft molds be sealed with additional fD material. HIM CONSTRUCTION CHEMICALS, DIV OF HILTI INC -_- FS-ONE Seri or FS-ONE MAX Intumescent Sept * Inds such products sing bow tits UL or cUL Certification Mark for jurisclictiions employing ate UL or cUL Cart Cation (such as Cale), f tiwrely, 2 Reproduced by HILTI, Irrc. Cody of wlterrs Laboratories, Inc. Nwernber 16, 201 F HIM F resgtop Systems ' Pa • 2 of 2 Josepk, L.aweence & Co Consulting Engineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 mFORUME 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: Q SHEET REVISIONS: EDITED BY: SMBtAJB PROJECT NO. 4097 Details Mechanical M 15.85 0 . tus 01C CINAdby Lebw6b4K k c to UL 1479 wd CAHAA. 145 System No. W- -T05 MSWL1479 (ASTIR B14) CANAJLC 611$ F Radngs -1 and 2 Hr (See Rem 1) F Dings -1 and 2 Hr (See bm 1) T RdV -112 and 314 Hr (See item 1) FT Raft - IQ and 314 HI(See Illern 1) FH Ptatings, III, 1and 2* 1) FTH -1l2 and 314Hr(See Dom 1) SE #ELt NI W 1 1, aM — "l'bwe � 2 to -� w of ins r and ft per desalbed Asse steal t� tied to � t In the M*usl U400, V400 or W400 Sexes Wall or ParWon DsI In the UL Fire Dke lory dude the Mmft construction fe .1res: -- A. St1a1s W Sl1aA =419 of dwnd studs. Steel .toils to be ►tart 2112 In. (64 marl) wide Oral spaced rrlaac 24 In. (610mm) 00. The ope*9 In the IIIIIII to accommodate the steel duct (Rem 2) ohd be framed on of studs I betmen the vertical studs 1 n1 8 et each erMd, rued ll2 m arirl 12 �Mf rare her.. d to the f � In tits be a fI11 �6 �'s. $$ yy i than the wift and height of the S. Wdkwd, GyitaW—518In. (16 mm) thIcK 4 ft (1.22 mm) Wee 1 I ire or tapered edges. The gypsum wdboard type. ITON, number of byers, fastener type and sheet odwt*n dial be as rW In the WMOW U3DD, LNK V400 of W400 Swiss In the UL of m2 of 7 mm s The l� � ' le 3� . 0.25 max 21"� In. 6 g itu hourly F and FH Ratinp of all to tt lie raft o4 In Is Instailed. The hourly T, FT and FTH Ratings are 112 hr and 314 hr for 1 ard 2 hr rated assemblies, low ® Reproduced # Underwriters i-.i:. ! :.; i' t:�.-. J. January 27, XIS HIKI-FIrest.. _. ystem No. ill-L- 05 2. Steel y,ct— Nom 24 In. by i 'i M.5 mm) (or wI 11124 gauge (or heavier)dud to be Installed sw t p framed opening.7hespace dA bemin 1 6Li+ tomax- S' duct it be J, #'.. ': supported t. J on both skiesof *, ; t- tk: and `.E ?:. t . (38 III . glass 's fiber J Kf : or blanket# or }:. a t :;# onto outside i. i' : J #.. } } an?.transverse t,^sealed *mlnumi tape. : Ythet4 J: lie ofthe ilk matI belt or blanket dW be compressed t% such thatto annI space, i .,}:} system shall be See Bab and aankets - (8KNV) category In the &Aft Mate" Mec(ory for names of manufacturers. Any batt or Wanket meeling the above ",} . •J+S=3o ..and {.o -#the UL *:'s It?: J, Marking w7ta Flaw{'r:.1fIndex#°. 25 or less anda SmokeDevelopedIndex50 1: less may be after4. Fit Vold or Cavity IIIIIIeterfer - Sealant — Min SM In. or 1-1/4 In. (16 or 32 mm) ftimess of 11 materld applied AhIn amulus, lush Ah both to sealed with addMonal } rear>' - r is i,{ �: - a--: e w i .J-si�,:i rw r'' (;i, J J 1 t •- ci• � , r.i `� :a .; .; t ! oed by I.TI, Inc„ Couy of Undawlters Uboratorles, Inc. HIM Flrestop► Systems Jan27,2015 Pagw.2 of 2 IL't:t..'JM 091 by Mnc to UL 14111CA"M 15 SySWM No. W—L- 5 ANSY11Jt1479 (A TIV E814) CANIULC S115 F Rates -1 and 2 Hr item 1) F Ratings -1 arxi 2 Hr (See Item 1) T Rating - 0,1, and 2 Hr (See Item 4CC) FT ft" - g} 1. and 2 Hr ( 4C) . F14 Railings-1 wd 2Hr(See1 1) FTH Railings - 0,1, and 2 W (See item 4C) }F J. ahi 4 i #: i# 1 tt , ,. # {J^ } - i i:':.#. M• :F}, { - i. {.4 •�'�. t" �':r # i� i i-! ... ♦'. }-, 1: { :it J 1,: .: o:# • ,. t#'# i" }� :H _ ,,: };: 1 yt :k.::-# :; • ' ,}: 1,.., :;kME {... 'ir` @ ;. J "f1 }*t:f= � F :l,:i {h ��.. '.i= ! is � 6 # §} J.i.' €'- 1 i li.i. ,, J ... .� t - '...:"ti^..- } �. !h J :'i. t.: ::,fi,.i a• };: :{ . .. � �.Y,F 8. -..... #1 �.N 1:ti i J .,. �; 1 f ,- .et }.,,#• a» J � � J i, { � r: t1 r, 1.,J t { .1 #, i } } { � R, 1#.} t, $ }. Undewiters LaborsWa, August 22,2018 HiM • e Systems ".rW • Slystem No. W-L-7151 .a„. f: Y ...-: .`: ►. :.. 1 :.: � � .1 '};.. .<:':.ti J i'.1^.& ,. }: :. {' t ;. .. # ifi .J it a : } i .. f" e9:'+: fi - # t � ;+: { }, { 1 t r: • ,,} i # R � � � : 1 i t i 1 {: :# JAK21;I r i r I 1 � { w}- &.. i:.1 }. n: s `} '+: . A !:} i'J, i J..� "i•i':: c E.. , 6:rl « %0 777r,71117., MINOR ."'F: t• HIM lid }.fv# # UnIdowlit" Laboratories, Inc, Firestop Systems classified by Underwiters Laboratories, Inc. to AN8VUL 1479 (A$TM E814) and, CANWLC $1,115 System N -C-706 ANSIlUL1479 (ASTM E814) CANIULC S115 F Raft -1 Hr F Rating-1 Hr T Ratings -1Hr FT Ratings -1 Hr L baiting Ai At 6blettt - Loss Than 1 CFMIsq fit FH Rating .1 Hr FTH Ratings -1 Hr L ROMI At Ambient - Lass Than 1 ClFIVIlgo ft 1. Floor - Ceiling Assembly - The hr fire -rated wood joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Designs in the UL Fire Res"rstance DirecWq, as summat`lzed below: A. FloBring,Sysiein - Lumi er yr plywrand z>ub taclr with flrMish #ltsor of lumberr, p[y , od or Fluor Tapping M11xture* aa. specified in the Individual Fluor-Cellmg Design_, B• Wood Joists - Nord 10 in. (254 mm) deep (6r deeper) lumber, steel or comb1nation lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with sites drestttppscf. C. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Floor-CIII Design. Diam of opening is to be max 1-112 in. (38 mitt) larger than diam of steel duet.. 1A. Chase Wag - (Optional, Not Shown)- The, through penetrant (hens 2) may be routed through a I hr fire rated single} double or staggered w+r od studr"gypsum l card phase well. Depth of chase. "I stud 00ty to be, min Il.2 In. (1:3 mth) greater than; diameter cif opening., cutin top plates to accommodate the through penetrant (Item 2). The chase well shall be constructed of l r e 1 Series and ,o e. s in a UL ire Resistance the materials Otte n t111� manne sp crfied In thr4 individual U3 Se Walla Partition Designs the F Dir sctpry and shall include the #budding construction features: A. Stubs - Nom 2 b 4 in, 51 b 102 tnm , 2 b fi In. 51' by 152 mm or double i�om 2 b 4 in, 51 by 102 min lumber studs. Y. ( Y } Y ( y ) y 4 ) `P a .N 2 b' ` . 51 b 102 mm 2 fi in_ 51' 1.52 mni r parallel 2 b 4 i 51 b 102 mm lumber ate. B. Sole Plate am x 4 m( Y ), by +� by � y n( y ) plates, tightlyibottW C To PI -T d ble late h he ►n ist of o nr m 4 In 1 b 1. 2. rn tt n b In 51 b 15 rYMrrt P .ate a oar top P . sal s 2 by, ( y ).f ter tarrn 2 _y 6 ( y , 2 ) or two sets of parallel 2 b 4 in., b 102 trim lumber plates, tightly butted. blam of o ding is to be max 1-112 in. (38 p 3� ( Y � F� 1� y pe trim) larger than diam° of steel duct:. As an atiernate the opening may be square -cut with a max dimension 1-11 in_ (38 mm) greater than the diem of the pipe. Plato. may be discoritinuous aver opening, terminating of twa opposing edges of opening. Max°length of discontinuity, Is 7-112 in. (1:91 mm): 0. Steel' plate - When lumber plates are discontlnuous none °1.-1l2 in (38 rmn) wide: No, 20 gauge (or heavier gaiv steel plates'shall be installied t6 bohnect, discontinuous lumber plates anti to prowflde a loan far tholfill material_ Sfoel plate sized to lap 2' in. (51 min) onto ea 't discoi tihuous iumber' plate anti. s�ecurect ics Limber plates with'steel. screws, or mails. E. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in the individual Wall and ;S rcliled Technoloq!es Inc. pre sir ta1 Q Everts Wa,� Somerville, NJ 08876 f r.JnderwMtt,ars LeI*oralpr Inc; Cr"W or Revised: Jshuary 07, 2015 e u ST L (000)992-1180 * (eoa)52r-Moen • FAx ( j '1-8415 . E4&ff-,III,%uhsery stMrestDp:com W9bsiie:www:srifirestop.com APAGE 1 GE Ot} +t?F2 ■', :: ,�heavier' d I ,its In I either 2. 3t `el fact +Dr1e norm 6 in. 1 2 mm diarrM or smaller No. 3tl G (or Ivahr�e steel duet be �l e a h doncontrically or eccentrically within the opening. Annular space to: be ruin 0 In,(point contact to max 1-112 In. 30'' mm Steep .duct to he rigidly supported on both aides of floor —calling, assernbl : 3 Fill Vold or Ca Maiter-W -'Sealant- Min 518 In. 16 min thickness of fill material applied. within the. annulus, flush with { �Y ( ) pPI m surface o cell r t 4 n. 6 m diam b of 0 material applied. at oint c n ct location at the br�tci s rfa f I a o ater, Min 'l l l rrt d a bead Il ald is pene_ nh plate i;in crcsevl Mtetfiace; SPEC114ED TECHNOLOGIES INC - 5 ec8eal LCI Sealant S a nd LC150 Sealant or Type _ 0 Caulk p. p n_ WF30 ndicattes such mducts sh bear the. UL. or cUL, Certification Mark for jurisdictions employingthe UL. or cUL l P all 1 Certification (such as Canada), respectively. $PeCifieMd Technologies Inc. 210 Evans Way SowrmerryIllo, NJ 08876 Repractucsri courtesy of Ur 00—v niters Lattora%arles. Inc. Y Created of Revised.. Jouary 07, 2Q15 Y TM� r7 . ItIOQ}992r1780 • �908)52 r FAX (908123i-84"r5 «E-t��:te�hseru�stMfirestap:s�m. Websitswv�rw.strfirestop.cxrm PIF Joseph. 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 J LC21.0058.00 Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Details Mechanical FORUMN 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 PRIMEX 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. —\ GALV. METAL ROOF CAP—\ ATTIC SPACE SLOPE HORIZONTAL PORTIONS OF RESTROOM VENTS SLIGHTLY, WITHOUT DIPS WALL MOUNTED EXHAUST FAN. 4TH FLOOR TRUSS SPACE 4" GALV. STEEL -BATH EXHAUST 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 SIAR nN GRADF 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 PRIMEX 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, 6 NTS GALV. METAL ROOF CAP—\ 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 j 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 SLAR ON GRADE DRYER EXHAUST VENT DIAGRAM AHU I 4TH FLOOR TRUSS SPACE 14 AHU 3RD FLOOR TRUSS SPACE it i FAH 2ND FLOOR TRUSS SPACE I REFRIGERANT LINE AHU 1 ST FLOOR SLAB ON GRADE REF. MAC 1 \ REFRIGERANT LINE ROUTING DIAGRAM NTS *I Josep%, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.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 NO. 4097 Risers Mechanical M15-91 0 COMIcheck Software Version COMcheckWeb �( 6 Envelope Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type II Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 34% 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 50613 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof: Attic Roof with Wood joists, [Bldg. Use 1 - Multifamily] 12654 0.0 30.0 0.032 0.027 Floor: Slab -On -Grade: Unheated, [Bldg. Use 1 - Multifamily] (c) 653 --- - 0.730 0.730 NORTH Exterior Wall North: Wood -Framed, 16" o.c., [Bldg. Use 1 - 8692 0.0 13.0 0.060 0.064 Multifamily] Window Type B: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 4140 --- --- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Window Type A: Vinyl/Fiberglass Frame:Operable, Perf. Specs.: 108 --- --- 0.400 0.650 Product ID NA, SHGC 0.25, [Bldg. Use 1 - Multifamily] (b) Door Type FG: Glass (> 50% glazing): Metal Frame, Non- 288 --- --- 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 - 3075 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.: 48 --- --- 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 II Report date: 02/15/22 Data filename: Page 1 of 17 Blake L. Suddeth, P.E. 02[15/2022 Name - Title Signature Date SF < T i �ORI�P ��•,� FSS/ONAI Project Title: Zephyr Commons Apartments - Building Type II Data filename: Report date: 02/15/22 Page 4 of 17 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 - 8692 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, Pert. 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.: 216 --- --- 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, Perf. 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 - 3075 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. Envellope PASSES: Design 0 . ,; 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). Barney, P.E.-�'azi�r-' 02/15/2022 Name - Title Signature V Date 9124 Project Title: Zephyr Commons Apartments - Building Type If Data filename: Report date: 02/15/22 Page 2 of 17 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 II 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 23534 ft2 0.07 No 1765 Total Tradable Watts (a) = 0 Total Allowed Watts = 1765 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 (23534 ft2): Non -tradable Wattage H: LED Other Fixture Unit 16W: 1 47 21 987 BC: LED Other Fixture Unit 16W: 1 24 53 Exempt Exemption:Lighting approved for safety considerations BW: LED Other Fixture Unit 16W: 1 4 36 144 Total Tradable Proposed Watts = 0 Exterior Lighting PASSES- Design 0.0% betterJthain co,. 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. r 02/15/2022' Name - Title Signature \\\\\ j/Date 1 NSF F,,A Project Title: Zephyr Commons Apartments - Building Type II = = Report date: 02/15/22 Data filename: T Page 5 of 17 '��/'/A 'TSIONA�, 1111111111t 86COMcheck Software Version COMcheckWeb /1 Interior Lighting Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type II 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 50613 0.61 30975 Total Allowed Watts = 30975 Proposed Interior Lighting Power A B C D E Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. 1-Multifamily A: LED Other Fixture Unit 16W: 1 192 15 2880 B: LED Other Fixture Unit 16W: 1 96 21 2016 C: LED Other Fixture Unit 16W: 1 96 17 1632 Cl: LED Other Fixture Unit 16W: 1 102 17 1734 D: LED Other Fixture Unit 28W: 1 102 30 3060 G: LED Other Fixture Unit 25W: 1 78 21 1638 F: LED Other Fixture Unit 50W: 1 123 55 6765 BA: LED Other Fixture Unit 16W: 1 68 14 952 BB: LED Other Fixture Unit 16W: 1 15 14 210 Total Proposed Watts = 20887 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 II Report date: 02/15/22 Data filename: Page 3 of 17 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2020 Florida Building Code, Energy Conservation Project Title: Zephyr Commons Apartments - Building Type II 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 25 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 27 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 < 1 HP or < 0.89 kW Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2020 Florida Building Code, Energy Conservation requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist, Adam J. Barney, P.E. % 02/15/2022 Name - Title Signature i V Date oQ,� \C SF y 9124 Project Title: Zephyr Commons Apartments - Building Type II Data filename: 1. Report date: 02/15/22 Page 6 of 17 Josepl-1, Lawrence & Cc Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCGNG.COM CA NO. 28730 3FORUME m T N Y_ ARCHITECTURE & a INTERIOR DESIGN, INC. c c m N 0 237 S. Westmonte Drive, Suite 220 o Altamonte Springs, FL 32714 407.830.1400 AA0002731 m 3 www.forumarchitecture.com U 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 W W r PROJECT NO. U Z Energy Calculations Mechanical M 15.93 a ELECTRICAL SYMBOL LEGEND WIRING AND POWER NOTE: SYMBOLS SHOWN ARE FOR REFERENCE PURPOSES ONLY. -e WALL OUTLET BOX AND SINGLE RECEPTACLE ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS =0 WALL OUTLET BOX AND DUPLEX RECEPTACLE I PROJECT. TWO GANG WALL OUTLET BOX AND (2) DUPLEX RECEPTACLES WALL OUTLET BOX AND DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER WALL OUTLET BOX AND DUPLEX RECEPTACLE WITH TOP HALF SWITCHED WALL OUTLET BOX AND DUPLEX RECEPTACLE CONNECTED TO EMERGENCY SYSTEM O CEILING OUTLET BOX AND SINGLE RECEPTACLE ® CEILING OUTLET BOX AND DUPLEX RECEPTACLE :@ WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE =19 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 =MWP WALL OUTLET BOX AND GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER 0 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 KD FLUSH WALL JUNCTION BOX AND BLANK PLATE m JUNCTION BOX AND BLANK PLATE ABOVE CEILING m SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE [MWP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND COVER U]PB FLUSH GRADE FIBER COMPOSITE PULL BOX AS NOTED 11W MOTOR CONNECTION AS NOTED El FLUSH SHUNT -TRIP BUTTON, MOUNTED 80" TO TOP © CONTROL AND/OR POWER EQUIPMENT CONNECTION 03 TIME CLOCK ® PHOTO CELL DJ DISCONNECT SWITCH, SIZE AS NOTED -�- 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED = 120/208V BRANCH CIRCUIT PANELBOARD, FLUSH MOUNTED �- 277/480V BRANCH CIRCUIT PANELBOARD QT TRANSFORMER 8 AUTOMATIC TRANSFER SWITCH A�BRANCH CIRCUIT HOMERUN WITH PANEL NAME AND CIRCUIT NUMBER, -3 QUANTITY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS �--� BRANCH CIRCUIT WIRING, PROVIDE QUANTITY OF CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING INDICATED ON PLANS POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) -� CONDUIT CAPPED OFF -5 CONDUIT CONTINUED -0 CONDUIT RUN UP --0 CONDUIT RUN DOWN --0 GROUND OR GROUND ROD AS NOTED LIGHTING AND SWITCHING CEILING MOUNTED LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 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 Q WALL MOUNTED LIGHT FIXTURE WITH EMERGENCY BACKUP 4w;� WALL MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE ooa CEILING MOUNTED EMERGENCY BATTERY LIGHT FIXTURE, REFER TO LIGHT FIXTURE SCHEDULE 01 CEILING MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE Imo} WALL MOUNTED EXIT SIGN WITH EMERGENCY BACKUP, REFER TO LIGHT FIXTURE SCHEDULE 141 COMBINATION EXIT SIGN AND EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP So WALL OUTLET BOX AND SINGLE POLE SWITCH ('a' INDICATES SWITCH LEG) S3 WALL OUTLET BOX AND THREE-WAY SWITCH SF WALL OUTLET BOX AND FAN CONTROL SWITCH SD WALL OUTLET BOX AND DIMMER SWITCH AS REQUIRED FOR LOAD SERVED SD3 WALL OUTLET BOX AND THREE-WAY DIMMER SWITCH SM WALL OUTLET BOX WITH SINGLE POLE MANUAL MOTOR STARTER SWITCH SO WALL OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ST WALL OUTLET BOX AND DIGITAL TIMECLOCK SWITCH FOR AUTOMATIC CONTROL OS CEILING OUTLET BOX AND DUAL TECHNOLOGY OCCUPANCY SENSOR ® CEILING OUTLET BOX AND DAYLIGHT HARVESTING SENSOR FIRE ALARM SYSTEM LEGEND OF MANUAL PULL STATION nocd WALL MOUNTED HORN WITH STROBE (cd=CANDELA RATING) 94WP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @4 CEILING MOUNTED HORN WITH STROBE HIM WALL MOUNTED MINI HORN N4M WALL MOUNTED MINI HORN WITH STROBE EII WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE (94 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE ND WALL MOUNTED STROBE OO SMOKE DETECTOR OO CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR DUCT MOUNTED SMOKE DETECTOR O HEAT DETECTOR IM REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH (NUMBER INDICATES QUANTITY) ® FAN SHUT -DOWN RELAY pD ELECTROMAGNETIC DOOR RELEASE DEVICE �- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) 10 FIREMAN'S PHONE JACK 171-S-1 SPRINKLER SYSTEM SUPERVISORY SWITCH CONNECTION 0 SPRINKLER SYSTEM FLOW SWITCH CONNECTION CONTROL MODULE MM MONITOR MODULE 0 LOCK BOX FIRE ALARM CONTROL PANEL F® FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL 8& DIGITAL ALARM COMMUNICATOR TRANSMITTER TELECOMMUNICATION SYSTEM LEGEND COMBINATION TELECOMMUNICATIONS/DATA WALL OUTLET BOX AND BLANK PLATE v WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. W TELECOMMUNICATIONS WALL OUTLET BOX AND BLANK PLATE FOR WALL MOUNTED V TELEPHONE WITH MIN. 3/4"C. TO ACCESSIBLE CEILING SPACE. COORDINATE OUTLET REQUIREMENTS WITH OWNER. 0 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. WAP 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. a 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'-0" AFF MINIMUM) CENTERED IN ROOM AS MUCH AS POSSIBLE. 10. COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS, APPROVED SHOP DRAWINGS AND MILLWORK INSTALLER PRIOR TO ROUGH -IN. 11. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL INSTALLER PRIOR TO ROUGH -IN. 12. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES 13. PROVIDE NYLON PULLSTRINGS IN ALL EMPTY CONDUITS. 14. COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT LOCATED IN ELEVATOR MACHINE ROOMS, SHAFTS AND PITS. LOCATE EQUIPMENT AS REQUIRED TO MEET APPLICABLE CODES.PROVIDE AUTOMATIC DISCONNECTION OF THE ELEVATOR MAIN POWER SUPPLY (PER ANSI A17.1, RULE 102.2 1987 ED.) PRIOR TO ACTIVATION OF AUTOMATIC SPRINKLER LOCATED WITHIN THE ELEVATOR MACHINE ROOM, PIT OR SHAFT. COORDINATE WITH FIRE PROTECTION AND FIRE ALARM INSTALLER. 15. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE OUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. ) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS RECOMMENDATIONS. 16. ALL DIMMED CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH DIMMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. 17. THE POWER COMPANY SHALL BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (AIC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE AIC/WITHSTAND RATINGS GREATER THAN THE AVAILABLE AIC AT EACH POINT IN THE ELECTRICAL SYSTEM. 18. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. 19. PANEL SCHEDULES INDICATE CIRCUIT DESIGNATIONS ONLY. CONTRACTOR TO PROVIDE MATERIALS AS REQUIRED WHEN NEUTRALS ARE SHARED TO COMPLY WITH NEC REQUIREMENTS. ALL SINGLE PHASE MULTIWIRE BRANCH CIRCUITS SHALL BE FED VIA A TWO POLE BREAKER OR TWO SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE TIE. ALL THREE PHASE MULTIWIRE BRANCH CIRCUITS SHALL BE FED VIA A THREE POLE BREAKER OR THREE SINGLE POLE BREAKERS WITH AN IDENTIFIED HANDLE TIE (PER NEC 210.48). 20. PER NEC 110.22; PROVIDE PERMANENT LABELING FOR ALL SERIES RATED PANEL ENCLOSURES TO READ AS FOLLOWS: CAUTION - SERIES COMBINATION SYSTEM RATED AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED. 21. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL LIGHTNING PROTECTION SYSTEM FOR THIS PROJECT PER NFPA 780. GROUNDING: 22. ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY. WIRING: 23. UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH CIRCUIT HOME RUN SHALL BE THREE (3) #12 AWG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT GROUND) IN 3/4" EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1-POLE OVERCURRENT DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. 24. THE USE OF 'NM' CABLE FOR BRANCH CIRCUIT WIRING IS ACCEPTABLE WHERE ALLOWED BY THE NEC AND AUTHORITY HAVING JURISDICTION. BDA SYSTEM: 25. ALL BUILDINGS WITHIN THIS PROJECT SHALL HAVE AN APPROVED THIRD -PARTY PROVIDE A SPECTRUM ANALYSIS GRID TEST OF THE BUILDINGS AND PROVIDE A COPY OF THE ANALYSIS OF THE RADIO SIGNAL STRENGTH AND RECOMMENDATIONS FOR THE REQUIREMENT OF A DAS/BDA SYSTEM (WHETHER NECESSARY TO INSTALL) TO THE G.C. AND AHJ. IF REQUIRED TO BE ADDED, BASED ON TESTING, DESIGN WILL BE PROVIDED BY OTHERS (DAS/BDA CONTRACTOR) UNDER A SEPARATE PERMIT AND IN CONFORMANCE TO THE FFPC, FAC AND NFPA. FINAL TESTING WILL BE REQUIRED AT COMPLETION OF THE BUILDING CONSTRUCTION PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY. THE SIGNAL STRENGTH SHALL MEET THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE 6TH EDITION; NFPA 1 11.10; NFPA 72-2016 EDITION 24.5.2.2, 24.5.2.3; AND MUST BE TESTED IN ACCORDANCE WITH THE, PROVISIONS SET FORTH IN NFPA 72-2016 EDITION 14.4.10 (1-6) AND Al4.4.10 (1-3). I 9� Joseph. Lawipence & Co Consulting Lngineeps 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: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Apartments Symbols, Abbreviations, and General Notes - Electrical E16-00 IF 0 I —LdiA 0 I I I I I I I II 11 t I I I 11 I !I I I I �I I yly y y y I I ,If II II II I III ly ! ill 16 ; III IN �1 II I! dl _II Site Plan - Electrical I I II I! A II II � II I ! 1 L------------I I t------------ I L----------- I 't I ----1---- L I I L�__- --=5 �® — i I 0 LEGEND QY X BUILDING ID NUMBER NUMBER OF UNITS PER BUILDING BUILDING TYPE lol i j oI o I II II i ii I D ii j I I co ( I I I I II N I I II I I I ! II ti u j '.—TOP OF BANK_ ------------------------------I I I I + I EXISTING STORAGE FACILITY =•I i (I -Story, 5, 100 SF) + `+-------------------------'r I ij E II , II II I ! + rf II I I II I 11 I I ! 1L Ll I 071 i1 II II f II I I II I I 9 „ lor ,� if II 1 1 II I I II I I II I II I ; 11 I z I I I i I 1 I I it I N I j y I II g m j I "R I II I I ! .� -� • 0 I I 0 II I z8m I I °om I II I I I 1" = 60'-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. REFERENCE NOTES: O REFER TO RESPECTIVE FLOOR PLANS, POWER RISER DIAGRAMS AND PANEL SCHEDULES FOR ADDITIONAL SERVICE INFORMATION. O2 UTILITY COMPANY TRANSFORMER; 120/(208 OR 240)V, (1 OR 30) SECONDARY. TRANSFORMER LOCATIONS SHOWN IS PRELIMINARY. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN. O3 PROVIDE IN GROUND WEATHERPROOF PULL BOX FOR CONNECTION OF GATE MOTOR. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. PROVIDE IN GROUND WEATHERPROOF PULL BOX AND CONDUIT TO CONNECT GATE CONTROLLER. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN. Josep%, Laweence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.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 Blake Lawrence Suddeth I P.E. #: 69060 ! SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Site Plan Electrical E 16. 01 r hl II I III II I III II f Ill I� I dl II I� II II II II i I Ili II I III II I III II I III II 11 III —11 I III II Site Plan - Lighting /�— I I I I II It 1 II II p it --------------------J I r --� ---1f If Q L — — — — — — — — — — — - II I I L----------- I ----I----� o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Iq I ! I I I ! I I j `._TOP OF ;BANK_ _— — ------------- EXISTING STORAGE FACILITY (I -Story, 5,100 SE) -------------------- If II II l II I I 11 I I I II I I If I I II I I f I I II II � !t I II I I I II I I I II , I II I I II I I I If , I II II I I II I I I I I I ® ; z I I I I 1 I I I! I w a I N I I y II om 01 9- W 0 0 D M m cn NrQ I 41 N lit = 60'-011 LEGEND X BUILDING ID NUMBER wNUMBER 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 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 �1 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. O2 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. O3 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. O 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. O5 CONNECT SPORTS COURT LIGHTING VIA WEATHERPROOF DIGITAL TIMER MOUNTED TO POLE. COORDINATE TIMER REQUIREMENTS WITH OWNER PRIOR TO ROUGH —IN. Joseph, Lawpence & Co Consulting Lngineeips 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 i JLC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJR[BLS PROJECT NO. 4097 Site Plan Lighting E 16.02 P SITE LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION 1 MANUFACTURER7 MODEL VOLTS LAMP FIXTURE WATTS OTY WATTS MODEL LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL DIMMING, SLA4HS HOUSE -SIDE SHIELD AND 4000K COLOR TEMP. MOUNTED PHILLIPS 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 PHIWPS GARDCO ECF-S-48L-1A-NW-G2-AR-4-UNV-CM30-HIS-BK UNV 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 0-0 33 SLA4HS SINGLE ECF-S-48L-lA-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 28.8 460.8 2 1 SLB ISINGLE I ECF-S-48L-lA-NW-G2-4-HIS1 SLB 1 0.950 1 14913 1 158.7 1 5554.5 Calculation Summary Label CalcType Units Avg Max Min Avg/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 Illuminance Fc 1 6.73 1 10.6 4.7 1 1.43 2.26 I I II I I I& I II IC I! III 19 Site Plan - Photometrics ! t ! I I I I i I �.�TOP OF BANK- - -- J u � '1 '22.,.4 '6 1'11...25 '.0 '12 '1. IIIIi '2 1 •.2 iIiII .0 1.3 '1 .0 14 2.-�7- b42 4 S 1.0o1 '5 .25 .2 15 1.7 1.8 '1 p.2 I 8 .8 1.9 1'0 1.0 '1.11 '1. 1. 1.4 2 I I 1!.0 1.1 1.1 1.2 '1.31 'L '1. 1. 1. .5 '1.5 '1.5 '1.5 1.4 '1 3 I i 1.2 1.4 *IA '1.4 1.5 1.5 '1.6 1.6 1.6 1.6 17 1.8 '1.8 '13 '1.6 '1 � I 1.71.92.D10*1. 1.8'1.81.9102.22.32.32.0'1.. 4,.'• A. � •2 i b.2 I 212.61 2 2.1 r 0 1.0 t.2 �1.512.91'3.01 2.� 2. 't I .0 3 1 1.3�.73.'2. .6 I 0 - i ! 1 1--------------------------------, I 1 £XlSTf1VG STORAGE FACILITY 1 , I I I (7-Story, 5,100 SF) .---.----�-K-----------.-----.-- 11 � i II j I 11 j I I I I l I { ! 8 to I ! I l Z y t N I rT1 z I i R i ! om ! z I 1( 17 a ! I PHILIPS GARDCO Ordering guide r� Project: Location: Cdt.NO: Type: Qty: Notes The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area tuminaire. Capable of delivering up to 26,400 lumens or more in a compact, low profile LED tuminaire, EcoForm offers a new tevet 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 pates. Integral control systems available for further energy savings. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED CoIor- ME Prefix of LEDs Current General," Mounting Distribution Voltage Dimming controls Motion sensing Photo -sensing Electrical Luminaire Finish ECF-S 48L IA NW-G2 AR 4 LTNv CM30 �� HIS BK ECF-S 32L 530 WW-G2 AR Type 120 120V DO 0-10V External IMR13 PCB Fusing Square Pole Textured E.Form 32 LEDs 530 mA Warm White Arm Mount 27ype2 - 208 208V dimming (by others)' Integral with Photocontrol Adapter F] Single gK Black Site and Area, (2 modules) 100 3000K, 70CRI (standard)' 2-90 Rotated 240 240V DCC Dualomittontrol° #31ensa Button" (120,277,347VAQ) included in WH White Small 700MA Generation left 40' 277 277V FAWS FieldAdlustable" IMRI7 TLRDS F2 Double standard BZ Bronze The folio 9 to NW-G2 2-270 Rotated 347 3471 SW Interface module Integral with g Twist Lock (208, 240, 480VACY product DGY Dark Gray V 105OmA Neutral White mounting right 210' 480 4804 for SiteWise"!' #71er,0 Receptacle 5 Pin p TB MGY Medium Gray 11A 4000K,70CR1 kits must UNV 120-277V LLC2 Integral module IMRO TLRD7 Pole Mount Fusing _-_,-___ Terminal Customer specified 1200mA Generation be ordered TyPe3 (50/60Hz) with tt21ens10 Pole mounted FPl Single B Block' separately p V 3TVPe3 HVU 347-480V LLC3 Integral module motionesscrs Receptacle Recep[ade7Pin (120, 277, 347VAC)' RPA RAL Specify 48L 900 [W-G2 (See 3-90 Rotated (50/60Hz) with #31ens!s (see accessories) TIRPC Double Round Pole optional 48 LEDs 900mA Cool White occessories) Ieft90° LLC4 Integral module (FP220 (208, 240, 480VACy' Adapter RAL (3 modules) ]A 1050 mA SOOOK, 7OCRI Generation2 SF 3-270 Rotated with tt41ens5° Twist Lock Receptacle w/ P FP3 Canadian Double (fits to 3"-vB' Ies R11r {ex'. RAL7024) CC Custom color 1'2A Slip Fitter right 270' DynaDPhotocell' mmer:Automatic Pull OD. pole)'0 1200mA Mount" 71pe4 Profile Dimming PrSIle ' HIS colorc apply color chip (fiDls tenon" - --- CS50 Safety 50% Surge Protection Internal for required 64l 900 4Type 4 4-90 Rotated O.D. tenon) Dimming,7hours' (IOkAstandard) Housing factory quote) - ------ SP2 Increased 20kA 64 LEDs 90CmA WS left 90" CM50 Medan 50% Side Shield° (4 modules) 1A Wall mount 4-270 Rotated Dimming,8hours' tO5OmA with surface right 270' CE50 Economy 50% conduit Dimming, 9 hours' rearentry TyPe5 DA50 All Night 50% permitted 5 Type T Dimming' RAM 5W Type 5W CS30 Safety 30% Retrofit arm AFR Dimming, 7 hours' mountkit° Auto front Row CM30 Median 30% AFR-90 Dimming, 8 hours' Auto Front Row, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 All Night 30% AFR•270 Dimming' Auto Front Row, Rotated right 270' I. Available only on 120. 208, 240, and 277 (or UNV) 2. Specify Voltage 3_ Not available with 347 or 480 voltage 4. HIS not available with Type 5 or SW optics 5. DD is required for LLCR and pole mount motion sensor Dimming leads are supplied through hack of ltunjun re. Must be ordered separately (See accessories page) ECF-S Gen2 09/17 page 1 of 9 6. DCC and LLC2/3/4 not available with any other controls 7 TO not available with DCC 8. ECF-IMRI equipped with out -boarded sensor housing when voltage is HVU (347-48OV) 9. Mounts to a 4" round pole with adapter included for square poles. 1o. Notavailable with SFand WS. RPAsprovided with black finish standard Fixture Type 'SLA4HS' & 'SLC' 11. 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 IMR13, IMR17 and SW-IMRO motion response options 13. Available only on 120V and 277V 14. Not available with DCC, IMRi3, IMRI7 SW, LLC and CS/CM/CE/DA (DynaDimman Project: Location: Cat.No: Type: Qty: Notes Philips Gardco 111 LED mini sconce luminaires are compact in size, perfect for low mounting height watt mount applications.111 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 downtight position) and featuring LED arrays. Luminaires provide performance excellence 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 Electrical/Luminaire Finish 111 16 550 02 = UNVj PCB BK LNW 111L 16L 16 LED 350 35OmA CW-G2 Cool White 2 Type II UNV 120.277V PCB Photocontrol F7 Single fusing Textured Trapezoidal module S50 550.A 5700K, 70 CRI Wide Throw Optic, 50hz/60hz Button' (120, 277VAC' e LED Wed g generationit with maximized 120 120V OD 0-10V Dimming F2 Double fusing BN Black 750 750mA NW-62 Neutral lateral throw (208,240VAC)' WH White C 70R 4000K, 70 CI 3 Type Ill 20B 208V generation 2 Preferred 240 240V F3 Canadian double BZ Bronze W W-G2 Warm White Wide Throw Optic, 277 277V putt fusing (208240VAC)' DGY Dark Grey 3000K, 70 CRi wlth improved forward throw , DL Diffusing Lens MGY Medium Grey generation 4 Type IV WS Watt Mounted Customer specified Maximized Box for Surface RAL Specify optional forward throw Conduit optic Colo, or RAL (ex OC-LGP or OC-RAL7024) CC Custom color (must supply color chip for required factory quote) 1. Provide specific input voltage. Dimensions Note: Mounting plate center is tin the center of the tuminairo widthh and and 238" (6.03cm) above the tuminaire bottom (lens 5-1i/32" 5-11/ 2" down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max.1/4" (.64cm) diameter bolts (by others) structurally to the wall. 12-1/8" 7" 30.79 cm 17.7$ cm 10-111-LED_Spec-Sheet 12/16 page 1 of 2 Fixture Type'WLA3' CC PC Cc PC n 2 /0" TCAIAKI I IICATED 25FT MOUNTING HEIGHT POLE DETAIL IICATED 15FT MOUNTING HEIGHT POLE DETAIL Josep%. Laweence & Co Consulting Lngineeps 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 pOf Ze h rhills FL y , J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: MJR/BLS I PROJECT NO. 4097 Site Plan Photometrics E 16.03 7 Enlarged Site Plan -Lighting LANDSCAPE LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP 6QW7 FIXTURE WAS WATTS I MODEL SLB LED AREA BOLLARD WITH CONCRETE BASE TECH LIGHTING 70OBTUR8404240CHUNVS 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 UW 1 20 LED 20 SLF2 LED LANDSCAPE LIGHT VISION 3 LIGHTING FL.3A-BL-C4-K1-1370X-0-0-H1/MO1A-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. A 1 if = 2 0'-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 10 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 1110 CU. GND. IN 3/4"C FOR EN11RE LENGTH OF CIRCUIT. 2O 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. 30 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. Joseph, Lawence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321,972.4466 WWW.JLCENG.COM CA NO. 28730 FORUME r1i ARCHITECTURE & a INTERIOR DESIGN, INC. C C m U) 0) 0 237 S. Westmonte Drive, Suite 220 0 Altamonte Springs, FL 32714 L 407.830.1400 AA0002731 a� y www.forumarchitecture.com U m L 0 0 Zephyr C N 0 Commons U 3 Apartments 0 .0 N is E 0 U 0 4) E City of Zephyrhills, FL 0 C JLC21.0058.00 0 U 0 E 0 0 0 L U) C 0 Blake Lawrence Suddeth 6 P.E. #: 69060 0 Q SET DISTRIBUTIONS: U w U N a N N L 0 C 0 N 3 tl! W N L N II C 0 0 C c .N N L Q SHEET REVISIONS: L U 0 .0 U L Q E L L 0 LL 0 a 0 a 0 L a 0 r m L U Z EDITED BY: MJRIBLS PROJECT NO. 4097 Enlarged Site Plan Lighting E 16.04 if Building Type II -Second Floor Plan -Power &Systems ItCU 1 (TYP. OF 4) (TYP. OF 4) Building Type II -First Floor Plan -Power &Systems ��IIIII SOO. H2-20:22:24 2 H2- Enlarged Plan - Electrical 30 2 20 1 /4f' = 1'-0" 1 (TYP. OF 4) H2— Enlarged Plan - Electrical 1/411 = 1'-01' 3/32" = 1'-0" (TYP. OF 4) 3/32" = V-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 �1 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. O2 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. O3 COORDINATE EXACT LOCATION WITH THE ELECTRIC UTILITY AND ARCHITECTURAL PLANS. VERIFY V-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. ® PROVIDE 2" UNDERGROUND CONDUIT FROM FACP BACK TO MASTER FACP LOCATED 1N CLUBHOUSE. REFER TO FIRE ALARM RISER DIAGRAM FOR ADDITIONAL INFORMATION. 50 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. �6 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. 70 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. O9 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. O3 PANEL 'H2' H2415 I O "'I OHO + j H2-17 I Qs ?TE 101 H2— 9 LAIq" I 15cdj VMETER C11 REQUIRED (N ,� T 2' FACP #2 0 Enlarged Plan - Electrical Room 1 /411 = 1'-0" Joseph, Lowpence & Co Consulting Lngineeps 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 m FORUME L 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: MJwaLS PROJECT NO. 4097 Building Type II First & Second Floor Plan Power & Systems E 16.21 FORUME If Building Type II -Fourth Floor Plan -Power &Systems Building Type II - 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: of O1 ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT AND FUSE REQUIREMENTS FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER PRIOR TO ROUGH —IN AND PROVIDE AS REQUIRED. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. O2 PROVIDE 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. W H2-52:54 Enlarged Plan -Electrical 00 0 AH C H2-31 30 H2-56:58 Enlarged Plan - Electrical 1 /4" = 1'-0" 1 /4" = 1'-0" LIN Joseph, Lowpence & Co Consultinq 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 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Z�, SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Building Type II Third & Fourth Floor Plan Power & Systems E 16.22 GENERAL NOTES: FORUME ARCHITECTURE & Building Type II -Second Floor Plan -Lighting L------------I Building Type II -First Floor Plan -Lighting 3/32" = 1'-0" 3/32" = V-0" A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2014 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 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 O1 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. �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 Consultinq 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 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: d SHEET REVISIONS: EDITED BY: MJIVBLS PROJECT NO. 4097 Building Type II First & Second Floor Plan Lighting E 16.23 GENERAL NOTES: FORUME ARCHITECTURE & Building Type II -Fourth Floor Plan -Lighting Building Type II -Third Floor Plan -Lighting 3/32" = V-0" 3/32" = V-0" A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2014 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 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 10 CONNECT CIRCUIT VIA LIGHTING CONTACTOR FOR AUTOMATIC CONTROL OF FIXTURES. 2O 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. 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. Lowpence & Co Consulting Engineers I U Z 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 AJ I�i3►�i �iI��f:�iZ�7 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: MJRIBLS PROJECT NO. 4097 Building Type II Third & Fourth Floor Plan Lighting E 16.24 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 o FORUME e 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'-011 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: O O1 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. O3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH -IN. O4 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. O6 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"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. O9 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, Loweence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 Il a ARCHITECTURE & INTERIOR DESIGN, INC. C C rn co N 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AA0002731 www.forumarchitecture.com m E 0 U. 0 0 Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: U) EDITED BY: MJRIBLS r PROJECT NO. 4097 U K Enlarged Unit Plans Electrical E 16.61 GENERAL NOTES: FORUn�,E t Unit 131 - Floor Plan - Electrical Unit B3 - Floor Plan - Electrical 1 /4" = 1'-0" 1 /411 = 1'-0" Unit 132 - 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: O (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. O3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. �4 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. O6 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. 7Q 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. O9 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! Joseph. Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 W WW.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: Z�, SHEET REVISIONS: EDITED BY: MJR/BLS W N r PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.62 GENERAL NOTES: FORUME n Unit 134 - Floor Plan - Electrical Unit C1 - Floor Plan - Electrical 1 /4" = 1'-0" Unit B5 - Floor Plan - Electrical 1 /4" = 1'-0" 1 /4„ = 1'-01 1 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 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. O3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN. Q 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. a 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"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. 8 PROVIDE 120V CONNECTION FOR DISHWASHER. COORDINATE CONNECTION REQUIREMENTS AND LOCATION WITH EQUIPMENT INSTALLER PRIOR TO ROUGH —IN. 9O 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. Joseph, Lawipence & 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 J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.63 CU 1 r 30 2 20 P05 A 6.. 8 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" 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. Al 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. 0 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. �4 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. Q 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. 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. Laweence & Co Consulting Lngineeips 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 mFORUME II ARCHITECTURE & a INTERIOR DESIGN, INC. C C 0) N 0 237 S. Westmonte Drive, Suite 220 o Altamonte Springs, FL 32714 407.830.1400 AA0002731 06 ti www.forumarchitecture.com E 0 LL Zephyr 0 0 Commons C 0 U Apartments .3 II N 0 Q \ 0 .0 0 .3 N C 0 E 7 U 0 II 0 N w City of Zephyrhills, FL 0 C JLC21.0058.00 0 a 0 E 0 W C 0 N L W C 0 4 N O7 C �3 m II r h II 0 C Blake Lawrence Suddeth t P.E. #: 69060 SET DISTRIBUTIONS: U U a 5 L 0 C 0 II 0 m II A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.64 A- Unit Al-S-BW -Floor Plan -Electrical 1 /4" = 1'-0" Unit Al -S-BW - Fourth Floor - 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: O �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. O3 PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH —IN, O4 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. O6 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"08"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. 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, 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/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. icsepk, Lawpence & Co Consulting Engineeips 1180 NARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3 m 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: EDITED BY: MJR/BLS N r PROJECT NO. 4097 LIE n1 Enlarged Unit Plans Electrical E 16.65 Unit B2 - Fourth Floor - Floor Plan - Electrical CU 2 a 30 2 30 P�5 B-6:8 Unit 132-13W - Fourth Floor - Floor Plan - Electrical 1 /4" = 1'-0" 1 /4" = 1'-0" Unit 132-BW - 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 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 CONNECT MECHANICAL. UNIT VIA INTEGRAL DISCONNECT PROVIDED WITH UNIT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH —IN. O PROVIDE CIRCUIT BREAKER FEEDING WATER HEATER WITH "LOCK OUT" STYLE BREAKER HANDLE PER NEC 422.31. O3 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. Q 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. �9 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/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. Josepk, Lawpence & Co Consulting fngineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 3FORUME m 9 a 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: Z!2� SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.66 GENERAL NOTES: FORUME r Unit B4 - Fourth Floor - Floor Plan - Electrical Unit C1 - Fourth Floor - Floor Plan - Electrical 1 /4" = 1'-0" 1 /411 = 1'-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 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 O1 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. a PROVIDE 120V OUTLET FOR MICROWAVE/HOOD CONNECTION. INSTALL OUTLET AT 78"AFF INSIDE THE CABINET. COORDINATE LOCATION WITH MILLWORK INSTALLER PRIOR TO ROUGH -IN. Q 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. �6 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. (D 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. �8 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, 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/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. iosepk, Lawrence & 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 V, C 0 U 0 a C C Q W rn �3 m a N N C 0 C Blare Lawrence Suddeth u P.E. #: 69060 SET DISTRIBUTIONS: U w U a N r 0 C 0 _ N C m U C r m 0 0 •C SHEET REVISIONS: UU N t U Q 7 L 0 U. w 0 N a 0 a EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Unit Plans Electrical E 16.67 GENERAL NOTES: FORUME Enlarged Elevator Plan - 4th Floor Building Type I Shown (Building Type II Mirrored) 1/2" = 1'-0" a Enlarged Elevator Plan - 1st Floor Building Type I Shown (Building Type II Mirrored) A 1 /2" = 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. REFERENCE NOTES: O O1 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)112 GND. IN 1/2"C. O 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. O6 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. �7 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. ® 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 JURISDICTION 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)16 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. ioseph. Lawpence & Co Consulting Lngineer�s 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 N r City of Zephyrhills, FL w 0 c JLC21.0058.00 0 0 w a 0 0 �N U) C 0 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Enlarged Elevator Plans Electrical E 16.68 FOURTH Emil 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)#3/0 AWG AL & (1)#1/0 AWG AL GIRD 250 (3)#4/0 AWG AL & (1)12/0 AWG AL GRID 1 NOTES: ER 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 PNL. 'A' PNL 'B' PNL. 'A' PNL 'B' PNL 'B' PNL 'B' 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 UNIT UNIT UNIT UNIT UNIT UNIT PNL 'A' PNL. 'B' PNL 'A' PNL. 'B' PNL 'B' PNL. 'B' 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 UNIT UNIT UNIT UNIT UNIT UNIT PNL. 'A' PNL. 'B' PNL. 'A' PNL. 'B' PNL. 'B' PNL. 'B' 125A MLO 125A MLO 125A MLO 125A MLO 125A MILO 125A MLO 120/208V 120/2DBV 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 'A' PNL. 'B' PNL 'A' PNL. 'B' PNL. 'B' PNL. 'B' 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 CONDUIT &CONDUCTOR SIZES: O OA 5 SETS [(4)#600 kcmil AL, 4"C.] OB 2 SETS [(4)#250 kcmil AL & (1)#1 AWG. AL GND. IN 3"C.] NOTE: 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 TRIPOD TYP. Power Riser Diagram -Meter Center #2 No Scale METER CENTER U2 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 (48) 125A, 208V, 10, 3W, NEMA 1 METER SOCKETS WITH (48) 125A/2P TENANT SERVICE BREAKERS. MINIMUM AIC RATING SHALL BE 65K AIC=43,782A (4 MC8 ;Ik REFERENCE NOTES: o REFER TO CIVIL DRAWINGS FOR LOCATION OF UTILITY TRANSFORMER. O2 COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. V COORDINATE ROUTING OF SERVICE ENTRANCE RATED CABLE WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ROUGH -IN. O4 COORDINATE LOCATION WITH CIVIL DRAWINGS, OWNER AND UTILITY COMPANY PRIOR TO ROUGH -IN. PROVIDE METER LABELING AS REQUIRED BY UTILITY COMPANY. O5 PROVIDE HARD WIRED SURGE PROTECTIVE DEVICE OF SAME MANUFACTURER AS PANEL/METER CENTER. O6 PROVIDE IDENTIFICATION SIGNAGE ON MAIN DISCONNECTS TO CONFORM WITH NEC 230.2(E) AND LOCAL UTILITY COMPANY. 7O COORDINATE EXACT LOCATION OF BUILDING SHUNT TRIP WITH FIRE MARSHALL PRIOR TO ROUGH -IN. SHUNT TRIP TO SHUT OFF ELECTRICAL SERVICE TO MC#2. �1 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 #3/0 cu `-PROVIDE INTER -SYSTEM BONDING JUMPER 6ft MIN s CONCRETE ENCASED \__��_5/EIN20' 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 'A' 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 UNIT UNIT UNIT UNIT UNIT UNIT PNL 'B' PNL. 'A' 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 UNIT UNIT UNIT UNIT UNIT UNIT PNL. B PNL. A 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 I 10, 3W III, 10, 3W III, 10, 3W III 1 10, 3W LIGHTING AIC=9,873A CONTACTOR UNIT UNIT UNIT UNIT UNIT UNIT REFER TO PNL. 'B' PNL 'A' PNL 'B' PNL 'A' PNL. 'B' PNL 'A' DETAIL 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 FOURTH FLOOR THIRD FLOOR SECOND FLOOR 1 2 NEW i20/208V, 30 UTILITY PAD MOUNTED TRANSFORMER AVAILABLE SCC = 57,096A f� Joseph, L7WPence & Co Consulting Engineelrs 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLOPIDA 32714 TEL: 321.972.4466 WWW.JLCENC.COM CA NO, 28730 ;f11rj1WJ 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 Riser Diagram Electrical E 16.72 P Y F.A.C. 81G15-32.008 DESIGN OF FIRE ALARMS &DETECTION SYSTEMS 61G15-32.008 DESIGN OF FIRE ALARM AND DETECTION SYSTEM COMPLIANCE NOTES FOR APARTMENTS AND CLUBHOUSE: APPLICABLE CODES: FBC FLORIDA BUILDING CODE (2020) 7TH EDITION FFPC FLORIDA FIRE PREVENTION CODE (2020) 7TH EDITION NFPA 1 FIRE CODE (2018) FLORIDA EDITION • NFPA 101 LIFE SAFETY CODE (2018) FLORIDA EDITION NFPA 70 NATIONAL ELECTRICAL CODE (2017) NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE (2016) AHJ - ZEPHYRHILLS, FLORIDA - LOCAL CODES & AMENDMENTS (4) ENSURE MINIMUM DESIGN QUALITY OF FIRE ALARM SYSTEM AS FOLLOWS A. DESIGN INTENT 1. SYSTEM TYPE: MASTER FIRE ALARM CONTROL PANEL LOCATED IN CLUBHOUSE SHALL BE AN ADDRESSABLE PANEL BY EDWARDS, HONEYWELL, NOTIFIER, SILENT KNIGHT, OR APPROVED EQUIVALENT. SUB -PANEL FACP'S IN EACH APARTMENT BUILDING SHALL BE ADDRESSABLE TYPES. 2. SEE SYMBOL LEGEND ON THIS SHEET. 3. SEE FIRE ALARM RISER DIAGRAMS) 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 114 AWG THWN 19 STRAND COPPER (USE #12 AWG IF VOLTAGE DROP EXCEEDS MANUFACTURER'S SPECIFICATIONS). d. ANNUNCIATOR CIRCUITS: #14 AWG THWN 19 STRAND COPPER (USE #12 AWG IF VOLTAGE DROP EXCEEDS MANUFACTURER'S SPECIFICATIONS). e. EACH AND EVERY WIRE SHALL BE LABELED AT EACH END WITH SLC #, CHANNEL # OR SIGNAL #. EACH SEPARATE CIRCUIT, INITIATION, SIGNAL AND AUXILIARY SHALL HAVE A SPECIFIC NUMBER. LABEL EACH CONDUCTOR BY THIS CIRCUIT NUMBER AT THE CONTROL CONNECTIONS AND AT EACH TERMINAL CONNECTION IN THE TERMINAL CABINETS. 5. FIRE RATINGS REQUIRED FOR SURVIVABILITY: UNLESS NOTED OTHERWISE, PATHWAY SURVIVABILITY SHALL BE LEVEL 0 OR 1. 6. GENERAL OCCUPANCY OF PROTECTED PROPERTY: R-1, R-2, R-3. R-4, BUSINESS (XX PERSONS), FITNESS (XX PERSONS). B. DEVICE LOCATIONS AND RELATED SYSTEMS 1. ALL INITIATION AND NOTIFICATION DEVICES ARE SHOWN ON ELECTRICAL POWER AND SYSTEMS PLANS WITHIN THIS ELECTRICAL DRAWING SET. 2. CONNECTIONS TO OTHER SYSTEMS: PROVIDE RELAYS FOR OTHER LOCAL CONTROL SUCH AS HVAC SHUTDOWN AND FIRE/SMOKE DAMPER RELEASE. RELAYS SHALL BE 10 AMP RATED RELAYS. UPON ACTIVA11ON OF THE FIRE ALARM SYSTEM, THE RELAY SHALL ACTIVATE AND SHUTDOWN THE CONTROLLED EQUIPMENT. LOCATE ALL RELAYS WITHIN 36" OF EQUIPMENT CONTROLLED. PROVIDE WEATHERPROOF UNITS WHERE INDICATED OR INSTALL IN WEATHERPROOF BOXES. C. STROBE INTENSITY AND SPEAKER OUTPUT RATINGS 1. PER NFPA 72 SECTION 18.4.3 AUDIBLE SIGNALS SHALL BE AT LEAST 15dB ABOVE AVERAGE AMBIENT SOUND LEVEL OR 5dB ABOVE MAXIMUM SOUND LEVEL, WHICHEVER IS GREATER. 2. ALL VISUAL NOTIFICATION DEVICES SHALL HAVE CANDELA RATINGS AS INDICATED ON PLAN SHEET(S), PER NFPA 72 SECTION 18.5.5.4. 3. AUDIBLE APPLIANCES FOR SLEEPING AREAS SHALL PRODUCE A LOW FREQUENCY ALARM SIGNAL THAT COMPLIES WITH NFPA SECTION 18.4.5.3. 4. VISUAL FIRE ALARM NOTIFICATION APPLIANCES LOCATED IN SLEEPING AREAS SHALL HAVE AN INTENSITY LEVEL OF: 110 CD WHERE TOP OF LENS IS INSTALLED GREATER THAN OR EQUAL TO 24 INCHES FROM THE CEILING • 177 CD WHERE TOP OF LENS IS INSTALLED LESS THAN 24 INCHES FROM THE CEILING AND SHALL NOT BE FURTHER THAN 16 FEET FROM THE PILLOW, IN ACCORDANCE WITH NFPA 72 SECTIONS 18.5.5.7.1-18.5.5.7.3. D. CIRCUIT CLASSES INITIATING DEVICE CIRCUITS - CLASS B. SIGNALING LINE CIRCUITS - CLASS B. NOTIFICATION APPLIANCE CIRCUIT - CLASS B. E. FUNCTIONS - SEE FIRE ALARM MATRIX OF OPERATIONS THIS SHEET. F. FIRE ALARM TYPE AND ZONING 1. FIRE ALARM SYSTEM IS AN ADDRESSABLE TYPE. SUB -PANELS ARE ADDRESSABLE TYPE. 2. INITIATING DEVICES SHALL BE ZONED BY BUILDING/FLOOR. 3. EVACUATION SIGNALS SHALL BE ZONED BY BUILDING, G. SURGE PROTECTION DITEK SURGE PROTECTION DEVICES DEVICES SHALL BE PROVIDED AT EACH CONNECTION TO MAIN POWER AND WHERE A CIRCUIT ENTERS/EXITS THE BUILDING. ALL SURGE/TRANSIENT SUPPRESSORS MUST BE CONNECTED TO APPROVED BUILDING GROUND. H. ENVIRONMENTAL FACTORS NO SPECIAL ENVIRONMENTAL FACTORS APPLY. FIRE ALARM DEVICES AND EQUIPMENT TO BE INSTALLED OUTDOORS IN EXTERIOR LOCATIONS SHALL BE SPECIFICALLY DESIGNED AND U.L. LISTED AS WEATHERPROOF AND WATERPROOF. I. SITE PLAN AN ELECTRICAL SITE PLAN HAS BEEN PROVIDED ON SHEET E16.01 INDICATING THE LOCATIONS OF MASTER FACE 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 40217 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 CALCULATIONS FIRE ALARM CONTRACTOR SHALL SUBMITTALS AND SHOP DRAWINGS WITH BATTERY CALCULATIONS AND VOLTAGE DROP (CIRCUIT ANALYSIS) CALCULATIONS BASED ON THE SPECIFIC EQUIPMENT INCLUDED IN THOSE SUBMITTALS AND SHOP DRAWINGS. CALCULATIONS SHALL BE COMPLETED USING THE EQUIPMENT MANUFACTURE'S DATA AND APPLICABLE NFPA 72 PROCEDURES. (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 1553.885. FIRE ALARM SYSTEM LEGEND n MANUAL PULL STATION EMcd WALL MOUNTED HORN WITH STROBE (cd=CANEDLA RATING) ®I WP WALL MOUNTED HORN WITH STROBE IN WEATHERPROOF ENCLOSURE @4 CEILING MOUNTED HORN WITH STROBE NIM WALL MOUNTED LOW FREQUENCY MINI HORN Z4M WALL MOUNTED LOW FREQUENCY MINI HORN WITH STROBE 91 WALL MOUNTED VOICE EVACUATION SPEAKER WITH STROBE (94 CEILING MOUNTED VOICE EVACUATION SPEAKER WITH STROBE ED WALL MOUNTED STROBE E4 FIRE ALARM BELL OO SMOKE DETECTOR OO CO SMOKE AND CARBON MONOXIDE COMBINATION DETECTOR _zO DUCT MOUNTED SMOKE DETECTOR OO HEAT DETECTOR IMi REMOTE DUCT DETECTOR INDICATOR LIGHT AND TEST SWITCH ® FAN SHUT -DOWN RELAY nD ELECTROMAGNETIC DOOR RELEASE DEVICE 1-- SMOKE DAMPER (PROVIDE BY MECHANICAL, CONNECTED BY ELECTRICAL) I© FIREMAN'S PHONE JACK 171-SI SPRINKLER SYSTEM SUPERVISORY TAMPER SWITCH CONNECTION W SPRINKLER SYSTEM FLOW SWITCH CONNECTION FC-M-1 CONTROL MODULE 0 MONITOR MODULE 0 LOCK BOX 6CP FIRE ALARM CONTROL PANEL F® FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL &Q DIGITAL ALARM COMMUNICATOR TRANSMITTER CONTROL UNIT ANNUNCIATION I NOTIFICATION I FIRE SAFETY CONTROL I z a a o o cn a o U O Z N O O J _z En �. o z v N ? 3 Zn 9 W Z z&2ZZ ¢¢ WaW C W � 0 cn a Y C o c" N .o W a Zz N NNN N dWtN o a Q WVW)m m CL 9 S2 Z-n S g j o o in z g oZn o 0 0 o w WW 6) J O J O O Z Q V N m O O Iz W V W m i m Z 2 W CL z ►- f- \ 1i LL. d' � a O O Q ¢ w � � O O o O O a o: WF- oY a s U Q U 'i U U a w w 0 z z U) \ !_ �Cn - a a ¢ z Z o N 5 J U U U U U U U U W W W J 2 S Z a a a ¢ a ¢ Q= 0 Cx W W U cn cn =5 SYSTEM INPUTS A B C D E F G H I J K L M N 0 P Q R S 1 MANUAL FIRE ALARM BOXES • • • • • • • • 2 AREA SMOKE DETECTORS • • • • • • • • • 3 IN -DUCT SMOKE DETECTORS • • • • • • • 4 HEAT DETECTOR IN ELEVATOR SHAFT/PIT • • • • • • • 5 ELEVATOR LOBBY SMOKE DETECTORS - FIRST FLOOR • • • • • • • • 6 ELEVATOR LOBBY SMOKE DETECTORS - UPPER FLOORS • • • • • • • • 7 WATER FLOW • • • • • • • • 8 SPRINKLER CONTROL VALVE • • • • 9 OPEN CIRCUIT • • • 10 GROUND FAULT • • • 11 NOTIFICATION APPLIANCE CIRCUIT SHORT • • • FIRE ALARM MATRIX OF OPERATIONS NO SCALE Joseph, 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: A SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO. 4097 Fire Alarm Riser Diagram Electrical E 16.73 FORUME ARCHITECTURE & RESIDENTIAL UNIT TYPE Al, A23 A3 ELECTRICAL SERVICE LOAD SUMMARY 800 SQUARE FT. x 3 VA = 2,400 VA (GENERAL LIGHTINGIRECEPTACLE 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/1PH SERVICE G RESIDENTIAL UNIT TYPE B1, B23 1331 B43 B5 ELECTRICAL SERVICE LOAD SUMMARY 1,120 SQUARE FT. x 3 VA = 3,360 VA (GENERAL LIGHT ING/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 = 31,400 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 132 36,132 VA x 8 = 289,056 VA UnitType 133 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 @ 208VIlPH, 3W SERVICE RESIDENTIAL UNIT TYPE C1 ELECTRICAL SERVICE LOAD SUMMARY 1,290 SQUARE FT. x 3 VA = 3,870 VA (GENERAL LIGHTINGIRECEPTACLE 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 @ 208WIPH 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 = 281,376 VA UnitType A3 35,172 VA x 1 = 35,172 VA UnitType 131 36,132 VA x 8 = 289,056 VA UnitType B2 36,132 VA x 8 = 289,056 VA UnitType B3 36,132 VA x 8 = 289,056 VA UnitType 134 36,132 VA x 3 = 108,396 VA UnitType 135 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/1PH, 3W SERVICE Josep%, Lawpence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCGNG.COM CA NO. 28730 0 N C 0 �N L0 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: MJRIBLS PROJECT NO. 4097 Schedules Electrical E 16.81 m 4 I. LIGHTING FIXTURE SCHEDULE - TYPICAL UNITS MARK DESCRIPTION MANUFACTURER MODEL VOLTS LAMP QTY LAMP WATTS LAMP MODEL FIXTURE 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. TBD TBD 120 1 17 LED 17 ENERGY STAR RATED. 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 TBD 120 1 30 LED 30 BATHROOM SINK. ENERGY STAR RATED. 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 DOWNLIGHT 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 TBD TBD 120 1 21 LED 21 BALCONY. UL WET LABEL RATED. ENERGY STAR RATED. 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 QTY LAMP WATTS LAMP MODEL FIXTURE WATTS 7" ROUND LED SLIM SURFACE MOUNTED FIXTURE ALUMINUM BA FINISH, UL LISTED, ENERGY STAR CERTIFIED, DAMP LOCATION PHILLIPS S7R835K1OAL 120 - 14.4 LED 14.4 RATED LOCATED AT MAIN CORRIDORS AND MISC. ROOMS. 7" ROUND LED SUM SURFACE MOUNTED FIXTURE ALUMINUM BB FINISH, UL LISTED, 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 PHILLIPS SF4C38A35UDZT-US-EMLED 120 1 53 LED 53 SENSOR AND BI-LEVEL BALLAST, BJ VX4' 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 DOWNLIGHT 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.WPH-L30/740-T3-DBZ-SDGL-DIM- WILLIAMS 120 1 36 LED 36 HOUSING, IP RATED, UL WET LABEL RATED .E. UNV EM WALL MOUNTED EMERGENCY LIGHT WITH THERMOPLASTIC BEGHELLI 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 BEGHELLI 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, BEGHELLI 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) 165 (3)110 AWG CU & (1)#10 AWG CU GND IN 3/4"C CU-1 (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)110 AWG CU GND IN 3/4"C CU-3 (25A) 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 IA' 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 19MLO MCB ❑ MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH'! CIRCUIT �n o z CIRCUIT DESCRIPTION 0 'NEUT GND COND 0 NEUT GND COND 1 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 3.00 40/2 10 10 10 NM AHU-1 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 3.00 - 1 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 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 8 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 8 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 SPACE ONLY - - - - - - B 2.50 - 10 - - - - 20 21 SPACE ONLY - - - - - - A 1.50 j 20/1 12 12 12 NM 3 WASHER 22 23 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 24 EQUIPMENT SERVED CONN. LOAD L.F. D.F. DEMAND LOAD NOTES: 1) PROVIDE ARC -FAULT CIRCUIT BREAKER PER NEC 210.12 2) PROVIDE `LOCK OUI- 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: 1OK NC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS PROVIDE 'NM' WHERE ALLOWED BY AHJ TYPE: SQUARE 'D' - TYPE QO MAINS: 125A ® MLO [:1MCB MOUNTING. FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 CIRCUIT DESCRIPTION (ABRANCH z CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT o z CIRCUIT DESCRIPTION �- 6 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 AHU-2 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 3.00 - 10 - - - - 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 1 15/1 0.84 B 1.46 - I - - - - 8 9 GARBAGE DISPOSAL/DISHWASHER 3 12 12 12 NM 20/1 2.00 A 6.00 40/2 8 8 10 NM IRANGE 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 LIGHTS/CORRIDOR RECEPTS. 1 14 14 14 NM 15/1 1 1.20 A 2.50 30/2 1 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 LIGHTS/RECEPTS 1 14 14 14 NM 15/1 1.20 A 1.50 20/1 12 12 1 12 NM 3 WASHER 22 23 SPACE ONLY - - - - - - B - - - - - - SPACE ONLY 24 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: 111.98 AMPS PER UNIT SERVICE CALCULATION TYPICAL UNIT PANEL 'C' LOCATION: UNIT TYPES 'C' VOLTAGE: 120/208V 10 3W MIN. AIC RATING: 1OK AIC NOTES: PROVIDE TYPED WRITTEN DIRECTORY PROVIDE GROUND &NEUTRAL BUS TYPE 'NW CABLE WHERE APPROVED BY A.H.J. TYPE: SQUARE 'D' - TYPE QO MAINS: 125A ® MLO [IMCB MOUNTING: FLUSH FED FROM: METER CENTER LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 �c CIRCUIT DESCRIPTION N o z BRANCH CIRCUIT BKR LOAD KVA PHASE LOAD KVA BKR BRANCH' CIRCUIT �' OWCIRCUIT z DESCRIPTION ►- � 0 NEUGND COND NEU GND COND 1 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 A 4.09 50/2 10 10 10 1 NM AHU-3 2 3 KITCHEN RECEPTACLES 1 12 12 12 NM 20/1 1.50 B 4.09 - 10 - - - - 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 - I - - - - - S 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 1 12 12 12 NM 20/1 1.20 8 1 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 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 1 12 12 12 NM 20/1 1.50 B 2.50 - 10 - - - I - 20 21 BEDROOM LIGHTS/RECEPS - BATHROOM LIGHTS 1 14 14 14 NM 15/1 1.20 A 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 - - - - I - - 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 COMBINATION ARC -FAULT AND GFCI 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 Josep%, Lawrence & Co consultinq Enqineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 0.9 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: 0 SHEET REVISIONS: EDITED BY: MJR/BLS PROJECT NO, 4097 Schedules Electrical E 16.82 FORUME V Ir r PANEL'H1' (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 DESCRIPTIONo z BRANCH CIRCUIT BKR LOAD KVA PHASE LOAD KVA BKR BRANCH CIRCUIT 0 z CIRCUIT DESCRIPTION 6 0 NEUT GND COND 0 JNEU GNO 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 1 B 4.80 - 4 - - - - 4 5 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 C 4.80 - 4 - - - - 6 7 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 A //// //// - - - - I ELEVATOR SHUNT TRIP COIL 8 9 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 B 1.00 20/1 10 10 10 /4" ELEVATOR CAB LIGHTS 10 11 RECEPTACLES - EXTERIOR 10 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 /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 31e 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 31e 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 - - - - 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 LF. 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 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 C' OWBKR z BRANCH CIRCUIT LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT �' o z CIRCUIT DESCRIPTION NEUT GND D 0 NEU GND ICOND 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 1 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 /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 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 1 C 2.25 1 - 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 3/4' 20/1 0.10 C 1.46 30/2 10 10 10 /4" 3 CU-1.1 60 61 LIGHTS - SITE POLES 1 10 10 10 /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 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 CU-1.4 72 73 SPARE - - - - 20/1 - A 1.00 - 12 - - - - 74 75 SPARE - - - - 20/1 - B - - - - - - - 76 77 SPARE - - - - 20/1 - C - - - - - - - 78 79 SPARE - - - - 20/1 - A - 30/3 10 10 10 /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 NOS: 1) CONNECT CIRCUIT VW 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-- E SQUARE 'D' -TYPE NQ MAINS: 400A ® MLO ❑ MCB MOUNTING SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 r CIRCUIT DESCRIPTION o z BRANCH CIRCUIT BKR LOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT 0 Z CIRCUIT DESCRIPTION 6 0 NEUT GND COND 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 1 0.72 B 4.80 - 4 - - I - - 4 5 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 C 4.80 - 4 - - - - 6 7 RECEPTACLES - CORRIDOR 12 12 12 1/2" 20/1 0.72 A //// //// - - - - ELEVATOR SHUNT TRIP COIL s 9 RECEPTACLES - CORRIDOR 12 12 12 1/2", 20/1 0.72 B 1.00 20/1 10 10 10 3/4' ELEVATOR CAB LIGHTS 10 11 RECEPTACLES - EXTERIOR 10 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 /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-2 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 3/4" MCU-1 26 27 RECEPTACLES - 2ND FLR BLDG. SERV. 12 12 12 1/2' 20/1 0.18 B 1.00 - 10 - - I - I I - 28 29 RECEPTACLES - 3RD FLR BLDG. SERV. 12 12 12 1/2" 20/1 0.18 C 1.00 1 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 - - - - 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 I - 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 11-12' (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 NQ MAINS: 400A ® MLO [IMCB MOUNTING: SURFACE FED FROM: METER CENTER #1 LUGS: ❑ SUB -FEED ® FEED-THRU ENCLOSURE: NEMA 1 F- CIRCUIT DESCRIPTION (A WO Z BRANCH CIRCUIT BKRLOAD KVA PHASE 0 LOAD KVA BKR BRANCH CIRCUIT o Z CIRCUIT DESCRIPTION 6 4 NEU 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" AHU-2.1 44 45 LIGHTS - 2ND FLOOR CORRIDOR 12 12 12 1/2' 20/1 0.40 B 2.25 - 10 - - - I 1- 46 47 LIGHTS - 3RD FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.40 C 2.25 30/2 10 10 10 /4" AHU-2.2 48 49 LIGHTS - 4TH FLOOR CORRIDOR 12 12 12 1/2" 20/1 0.40 A 2.25 - 10 1 - - - - 5o 51 LIGHTS - STAIRS 12 12 12 1 /2' 20/1 0.15 B 2.25 30/2 10 10 10 3/4" AHU-2.3 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-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 /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 - 10 - - - I - 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 - - I - I - 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 - - - - - - - 78 79 SPARE - - - - 20/1 - A - 30/3 10 10 10 /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 Josep%, Lawpence & Co Consultinq 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: � SHEET REVISIONS: EDITED BY: MJR/BLS N r PROJECT NO. 4097 U Z Schedules Electrical E 16.83 FORUME 4 s C NEW MAIN T.T.B. 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 3' MINIMUM CEILING MOUNTED I N.F.PA 72 SMOKE DETECTOR PHOTOCELL H—O—A SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE CEILING z � m p O 120V CONTROL L TWO WIRE 2P CONTROL RELAY tO = CIRCUIT (N• 0 4iftMECHANICALLY HELD LIGHTING CONTACTOR,t `- HI �_� CR MOUNT IN NEMA 1 ENCLOSURE N m AUDIO IV SUALA t t L1 t t CIR 410 (SQ. D CLASS 8903/LXG SERIES WITH ONLY DEVICES t i l t 1 0 1 t C i TWO WIRE FORM R6 CONTROL RELAY) AUDIO ONLY I I —i �A i I C t 1 LATCH t (G.E. #CR160MB SERIES WITH TWO DEVICE I t C i WIRE CONTROL RELAY) t M 1 L_J C"i (ALLEN BRADLEY #702LP-BA SERIES J t WITH TWO WIRE CONTROL RELAY) SYNCHRONIZE MORE COIL CLEARING CONTACTS t = THAN TWO APPLIANCES TIME CLOCK t- IN ANY FIELD OF VIEW L Uj N.F.P.A. 72 N t i cn L 1— o Z rn LIGHTING L �;� TO LIGHTS a 0 U- CIRCUITS t t N i i �a oar- t t N t a z moaL t-----------------J o z rn c0 04 NOTE: N 00 PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE 4 WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO °N� DETERMINE EXACT NUMBER OF POLES. SEE ELECTRICAL DRAWINGS FOR ACTUAL z CIRCUIT NUMBERS. PROVIDE MINIMUM OF (2) ADDITIONAL/SPARE CONTACTS. FINISHED FLOOR CONTACTOR'LC1' SCHEMATIC - _4� COMMUNICATION RISER DIAGRAM (-'-5�PHOTOCELL & TIMECLOCK CONTROLLED - NTS NTS NTS STRIP IN TIETEX #272 STITCHBOND POLYESTER (FABRIC WT. = 3 OZ.) SEE NOTES BELOW. 12" MIN. ROOF 1 /2" CAULK PERIMETER W/ FLEX SEAL SEBS (WHITE) 24 GA. GAV. STEEL FLASHING — 20" 8" MIN. 16" I 1 L-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. 1 NTS ROOF PENETRATION WEATHERPROOF DETAIL gSIF� ®Cus 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 1. Wall Assembly — Min 5 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The annular space between pipe, conduit or tubing and periphery of opening shall be min 3/4 in, to max 3-1/2 in. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Conduit — Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit. B. Copper Tubing — Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. C. Copper Pipe — Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System — The hourly F and T Rating for the firestop systems are dependent upon the type and size of pipe, annular space, fill material thickness and fill material type as described in the table below. When the annular space in the table shows a range of distances, the penetrating item may be installed either concentrically or eccentrically within the firestop system. The firestop systems shall consist of the following: A. Packing Material — Mineral wool bait insulation firmly packed into opening as a permanent form. As an option to the above, backer rod and/or foamed plastic backer material may be used. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material — Sealant* — Applied within the annulus, flush with both surfaces of wall as shown in the table below: Pipe Type Min Fill Mtl Thkns In. F Rating Hr. T Rating Hr. 2A 1/4 2 1/4 2B 1/2 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 PULL STATION NOT TO EXCEED 5'-0" STANDARD MOUNTING HEIGHT DETAIL SSIF� V� CN*Wus Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 System No. W-L-1175 F Ratings -1 and 2 Hr (See Item 1) T Rating - 0 Hr L Rating at Ambient - Less Than 1 CFM/sq ft L Rating at 400 F - Less Than 1 CFM/sq ft 4" FINISHED WALL — 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 SIDE WALL Joseph. Lawpence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENC.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 ( C 0 2 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 Details Electrical E 16.91