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Gall Blvd - Zephyr Commons Bldg (3)
SHEET INDEX ARCHITECTURAL SHEETS ARCHITECTURAL SHEETS MECHANICAL SHEETS A1.01 Title Sheet, Drawing Index & Issue History A6.11 Building Type I - Exterior Elevations Al M15.00 Apartments Symbols, Abbreviations & General Notes A1.02 Building & Unit Areas, Diagrams & Project Information A6.61 Enlarged Exterior Elevations & Details 1 M15.01 Site Plan - Mechanical A1.03 General Notes A6.62 Enlarged Exterior Elevations & Details M15.11 _ Building Type I - First & Second Floor Plan - Mechanical A1.04 Construction & Referenced Assemblies 1 A7.01 Building Type I - Building Sections M15.12 Building Type I - Third & Fourth Floor Plan - Mechanical A1.05 Construction & Referenced Assemblies 1 A7.11 Wall Sections M15.61 Enlarged Unit Plans - Mechanical A1.11 Building Type I - Life Safety Plans 1 _ _ _ 1 M15.62 Enlarged Unit Plans -Mechanical A2.01 Architectural Site Plan 1 =3Wall M15.63 Enlarged Unit Plans - Mechanical M15.64 Enlarged Unit Plans - Mechanical c ' n et ' s 1 M15.65 Enlarged Unit Plans - Mechanical STRUCTURAL SHEETS _M15.66 Enlarged Unit Plans - Mechanical S3.01 General Structural Notes ection etai s M15.67 Enlarged Unit Plans - Mechanical S3.01a Threshold Inspection & Quality Assurance Plans A7.25 Section Details M15.71 Schedules - Mechanical S3.02 Structural Sections & Details A7.91 Door Installation Flashing Details M15.72 Schedules - Mechanical S3.03 Structural Sections & Details _ A7.92 Window Installation Flashing Details M15.81 Details - Mechanical S3.04 Structural Sections & Details A7.93 Penetration Details M15.82 Details - Mechanical S3.05 Structural Sections & Details _ A7.94 Flashing Details_ M15.83 Details - Mechanical S3.11 Building Type I - Foundation Plan Al A7.95 Flashing Details M15.84 Details - Mechanical S3.12 Building Type I - Second Floor Framing Plan Z1 A7.96 Flashing Details M15.85 Details - Mechanical S3.13 Building Type I - Third Floor Framing Plan 1 A8.01 Elevator Plans, Sections & Details M15.86 Details - Mechanical S3.14 Building Type I - Fourth Floor. Framing Plan 1 A8.11 Stair Plans & Section 1 M15.91 Risers -Mechanical S3.15 Building Type I - Roof Framing Plan Al A8.12 Stair Details 1 M15.92 Energy Calcs -Mechanical S4.00.1 Structural Sections & Details - Header / Beam Schedule A9.11 Door Schedules & Door Details 1 S4.04.1 Structural Sections & Details _ Window Schedule & Details 1 S4.04.2 Structural Sections & Details - Shearwall Schedule Al _A9.21 A9.31 _ Storefront Schedule & Details ELECTRICAL SHEETS S4.04.3 Structural Sections & Details _ _ E16.00 Apartments Symbols, Abbreviations & General Notes S4.04.4 Structural Sections & Details E16.01 Site Plan - Electrical S4.11 Structural Sections & Details PLUMBING SHEETS E16.02 Site Plan Lighting 4. ru ur S do a ils 1 1 P14.00 Apartments Symbols, Abbreviations & General Notes E16.03 Site Plan Photometrics S4.13 Structural Sections & Details P14.01 Site Plan - Plumbing E16.04 Enlarged Site Plan Lighting 4. truc ura Sections a ails P14.10 Building Type I - First Floor Below Ground Floor Plan E16.11 Building Type I - First & Second Floor Plan - Power & Systems S4.22 Structural Sections & Details 1 P14.11 Building Type I - First Floor Above Ground & Second Floor Plan E16.12 Building Type I - Third & Fourth Floor Plan - Power & Systems S4.23 Structural Sections & Details P14.12 Building Type I - Third & Fourth Floor Plan E16.13 Building Type I - First & Second Floor Plan - Lighting P14.61 Enlarged Unit Plans - Plumbing E16.14 Building Type I - Third & Fourth Floor Plan - Lighting P14.62 Enlarged Unit Plans - Plumbing E16.61 Enlarged Unit Plans - Electrical ARCHITECTURAL SHEETS P14.63 Enlarged Unit Plans - Plumbing E16.62 Enlarged Unit Plans - Electrical A5.10 Building Type I - Architectural Slab Plan 1 P14.64 Enlarged Unit Plans - Plumbing E16.63 Enlarged Unit Plans - Electrical A5.11 Building Type I - First & Second Floor Plan Al P14.65 Enlarged Unit Plans - Plumbing E16.64 Enlarged Unit Plans - Electrical A5.12 Building Type I - Third & Fourth Floor Plan Al P14.66 Enlarged Unit Plans - Plumbing _ E16.65 _ Enlarged Unit Plans - Electrical A5.13 Building Type I - Roof Plan Al P14.67 Enlarged Unit Plans - Plumbing E16.66 Enlarged Unit Plans - Electrical A5.61a Unit Al Plans Z1s P14.71 Apartments Riser Diagrams - Plumbing _ E16.67 Enlarged Unit Plans - Electrical A5.61 b Unit Al Plan & Interior Elevations 1 P14.72 Apartments Riser Diagrams - Plumbing E16.68 Enlarged Elevator Plans - Electrical A5.62 Unit A2 Plans & Interior Elevations 1 _ P14.81 Apartments Schedules - Plumbing E16.71 Riser Diagram - Electrical _ A5.63 Unit A3 Plans & Interior Elevations 1 P14.82 Apartments Details - Plumbing E16.73 Sub-FACP Riser Diagram - Electrical A5.64 Unit B1 Plans & Interior Elevations _ Al P14.83 Apartments Details - Plumbing E16.81 Schedules - Electrical A5.65a Unit B2 Plans Al P14.84 _ Apartments Details - Plumbing _ E16.82 Schedules - Electrical A5.65b Unit B2 Interior Elevations-------------- Al E16.83 Schedules - Electrical A5.66 Unit B3 Plans & Interior Elevations 1 E16.91 Details - Electrical Unit B4 Plans_ 1 _A5.67a A5.67b Unit B4 Interior Elevations 1 _A5.68 Unit B5 Plans & Interior Elevations Al A5.69 Unit C1 Plans & Interior Elevations 1 A5.81 Enlarged Plans, Unit Finish Schedule & Accessibility Details Al A5.91 FHA Clear Floor Space Diagrams - Baths A5.92 FHA Clear Floor Space Diagrams - Kitchens A5.93 Fair Housing Requirements Zephyr Commons Building Type I City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new, market -rate, multi -family apartments LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.barney@jlceng.com "VIEW DATE: CITY OF ZED 3011-DING 0. ! R�I� L Z32 6 � AON 03 A. 1: 4 -r): 4)4 ISSUE HISTORY 11/24/21 100% DD Set _ 12/23/21 Owner Review Set 02/17/22 Permit Set 1 09/15/22 VE & Coordination FORUME ARCHITECTURE & ': _INTERIOR DESIGN, INC. i 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 i www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/27/2022 Karen V McIntyre APnn17n1 A SET DISTRIBUTIONS: 11124/21 100% DD Set L 12/23/21 Owner Review Set 02/17/22 Permit Set /_% VI [LL I IXL_ V wIV['"j. PROJECT NO. 4097 Building Type I - Title Sheet, Drawing Index, Issue History A1.01 SHEET INDEX ARCHITECTURAL SHEETS ARCHITECTURAL SHEETS MECHANICAL 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 1 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_ _ 1 _ 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 al a 'o M15.62 Enlarged Unit Plans - Mechanical A2.01 Architectural Site Plan 1 A7.13 Wall Sections M15.63 Enlarged Unit Plans - Mechanical ec ion etas s M15.64 Enlarged Unit Plans - Mechanical _ c J n et ' s M15.65 Enlarged Unit Plans - Mechanical STRUCTURAL SHEETS M15.66 Enlarged Unit Plans - Mechanical S3.01 General Structural Notes s M15.67 Enlarged Unit Plans - Mechanical S3.01a _(V��ect�ionetai Threshold Inspection & Quality Assurance Plans A7.25 Section Details M15.71 Schedules - Mechanical S3.02 Structural Sections & Details A7.91 _ Door Installation Flashing Details M15.72 _ Schedules - Mechanical S3.03 Structural Sections & Details A7.92 Window Installation Flashing Details M15.81 Details - Mechanical S3.04 Structural Sections& Details A7.93 Penetration Details M15.82 Details - Mechanical S3.05 Structural Sections & Details _ A7.94 Flashing Details M15.83 Details - Mechanical S3.21 Building Type II - Foundation Plan 1 A7.95 _ _ Flashing Details M15.84 Details - Mechanical S3.22 Building Type II - Second Floor Framing Plan Al A7.96 Flashing Details M15.85 Details - Mechanical S3.23 Building Type II - Third Floor Framing Plan Al A8.01 Elevator Plans, Sections & Details M15.86 Details - Mechanical S3.24 _ Building Type II - Fourth Floor Framing Plan 1 _ A8.11 Stair Plans & Section 1 _ M15.91 Risers - Mechanical S3.25 Building Type II - Roof Framing Plan 1 A8.12 Stair Details Al M15.93 Energy Calcs - Mechanical S4.00.1 Structural Sections & Details - Header / Beam Schedule A9.11 Door Schedules & Door Details 1 S4.04.1 Structural Sections & Details Window Schedule & Details Al S4.04.2 _ _ Structural Sections & Details - Shearwall Schedule �_ _A9.21 A9.31 Storefront Schedule & Details R ELECTRICAL SHEETS S4.04.3 Structural Sections & Details E16.00 Apartments Symbols, Abbreviations & General Notes - Electrical S4.04.4 Structural Sections & Details E16.01 Site Plan - Electrical S4.11 Structural Sections & Details _ _ PLUMBING SHEETS E16.02 Site Plan Lighting 4, ru ur S do a ils 1 1 P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing E16.03 _ Site Plan Photometrics S4.13 Structural Sections & Details P14.01 Site Plan - Plumbing E16.04 Enlarged Site Plan Lighting _4. ruc ura Sections_ a ails _ _ P14.20 Building Type II - First Floor Below Ground Floor Plan - Plumbing E16.21 Building Type II - First & Second Floor Plan - Power & Systems S4.22 Structural Sections & Details 1 P14.21 Building Type II - First Floor Above Ground & Second Floor Plan - Plumbing E16.22 Building Type II - Third & Fourth Floor Plan - Power & Systems S4.23 Structural Sections & Details P14.22 Building Type II - Third & Fourth Floor Plan - Plumbing P14.61 Enlarged Unit Plans - Plumbing P14.62 Enlarged Unit Plans - Plumbing ARCHITECTURAL SHEETS P14.63 _ Enlarged Unit Plans - Plumbing A5.20 Building Type II -Architectural Slab Plan Al P14.64 Enlarged Unit Plans - Plumbing A5.21 Building Type 11- First & Second Floor Plan 1 P14.65 Enlarged Unit Plans - Plumbing A5.22 Building Type II - Third & Fourth Floor Plan 1 Enlarged Unit Plans - Plumbing A5.23 Building Type II - Roof Plan _ _P14.66 Al P14.67 _ Enlarged Unit Plans - Plumbing A5.61a Unit Al Plans 1 P14.71 Apartments Riser Diagrams - Plumbing A5.61 b Unit Al Plan & Interior Elevations Al P14.72 Apartments Riser Diagrams - Plumbing A5.62 Unit A2 Plans & Interior Elevations 1 P14.81 Apartments Schedules - Plumbing A5.63 Unit A3 Plans & Interior Elevations Al P14.82 Apartments Details - Plumbing A&64 Unit 131 Plans & Interior Elevations A5.65a Unit B2 Plans _ A5.65b Unit B2 Interior Elevations _ A5.66 Unit B3 Plans & Interior Elevations A5.67a Unit B4 Plans 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 P14.83 Apartments Details - Plumbing P14.84 Apartments Details - Plumbing E16.23 Building Type II - First & Second Floor Plan - Lighting E16.24 Building Type II - Third & Fourth Floor Plan - Lighting E16.61 Enlarged Unit Plans - Electrical E16.62 Enlarged Unit Plans - Electrical E16.63 Enlarged Unit Plans - Electrical E16.64 Enlarged Unit Plans - Electrical E16.65 Enlarged Unit Plans - Electrical E16.66 Enlarged Unit Plans - Electrical E16.67 Enlarged Unit Plans - Electrical E16.68 Enlarged Elevator Plans - Electrical E16.72 Riser Diagram - Electrical E16.73 Sub -FRCP Riser Diagram - Electrical E16.81 Schedules - Electrical E16.82 Schedules - Electrical E16.83 Schedules - Electrical E16.91 Details - Electrical 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 I Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 201 I West Palm Beach, FL 33401 678.977.3362 I taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 I Altamonte Springs, FL 32714 407.830.1400 I kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, L.L.C. 2965 West State Road 434, Suite 100 I Longwood, FL 32779 407.682.2086 I cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, L.L.C. 1180 Hardwood Ave, Suite 3000 I Altamonte Springs, FL 32714 321.972.4466 I adam.barney@jlceng.com ISSUE HISTORY 11/24/21 100% DD Set 12/23/21 _ Owner Review Set 02/17/22 Permit Set Al 09/15/22 VE & Coordination 3FORUME m a o 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 09/27/2022 Karen V McIntyre SET DISTRIBUTIONS: 11124/21 100% DD Set 12/23/21 Owner Review Set 02/17122 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Title Sheet, Drawing Index, Issue History A1.01 0 WOOD FRAMED WALL ASSEMBLIES (CONT) TYPICAL AT INTERIOR BEARING WALLS - FINISH ONE SIDE i WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS i BATT INSULATION AT CONDITIONED SPACES 1 HOUR RATED i i (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) i 1 CALCULATED PER i i PLYWOOD SHEAR - PER STRUCTURAL (AT STAIR) FBC-B 722.6.2(1) & FBC-B 722.6.2(2) i i (REFER TO i CALCULATIONS ON THIS SHEET) i NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT HORIZONTALLY CAVITY FIRE SIDE TYPICAL AT INTERIOR TENANT SEPARATION (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 5l8" FIRE -RATED TYPE X GYPSUM BOARD UNIT OR STC 56 PER TL-93-266 OTHER INT FIRE SIDE OTHER INT FIRE SIDE TYPICAL AT NON -BEARING FIRE -RATED ATTIC SEPARATION 4 (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 518" FIRE -RATED TYPE X EXTERIOR GRADE GYPSUM UNDERWRITER'S BOARD LABORATORY (UL) DESIGN U338 ATTIC ATTIC FIRE SIDE FIRE SIDE TYPICAL AT INTERIOR NON -BEARING NON -RATED WALL (1) LAYER 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 77- CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT TYPICAL AT INTERIOR BEARING NON -RATED WALL (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE / 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 W4 0 WOOD FRAMED WALL ASSEMBLIES (CONT) TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE 5 BRZWY OR BARRIER (BUILDING WRAP): PATIO/BALCONY A. FIBER CEMENT LAP SIDING, PANEL & TRIM FIRE SIDE 1 HOUR RATED CALCULATED i PER BRZWY OR FBC-B 722.6.2(1) & i PATIO/BALCONY FBC-B 722.6.2(2) i FIRE SIDE PROVIDE CONTINUOUS CAVITY FIREBLOCKING PER FLOOR (REFER TO i i (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR CALCULATIONS i GLASS MAT FACED GYPSUM BOARD ON THIS SHEET) WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS EXT (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS TYPICAL AT EXTERIOR RATED WALLS - FINISH BOTH SIDES WW 9 EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BARRIER (BUILDING WRAP): A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED CALCULATED i PER FBC-B 722.6.2(1) & FBC-B 722.6.2(2) i (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR (REFER TO i i GLASS MAT FACED GYPSUM BOARD CALCULATIONS ON THIS SHEET) i i WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS EXT i i EXT TYPICAL AT 2-HOUR FRAME WALL IF APPLICABLE: EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BARRIER (BUILDING WRAP): i A. FIBER CEMENT LAP SIDING, PANEL & TRIM 2 HOUR RATED i UNDERWRITER'S i i LABORATORY (UL) DESIGN i U301 i i (2) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (FACE i LAYER TO BE EXTERIOR GRADE OR GLASS MAT FACED AT i UNCONDITIONED SPACE) WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS INT OR EXT i INT UNFACED BATT INSULATION AT CONDITIONED SPACES FIRE SIDE i FIRE SIDE (2) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD 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 (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT FBC-B 722.6.2(1) & GRADE AT NON -CONDITIONED SPACE) FBC-B 722.6.2(2) (REFER TO CALCULATIONS ON THIS SHEET) INT INT FIRE SIDE FIRE SIDE TYPICAL AT INTERIOR NON -BEARING WALL INTERRUPTING RATED CEILING PER FBC 714.4.2 (1) LAYER 1l2" 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 (1) LAYER 1/2" MIN TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT TYPICAL AT CORRIDOR TO UNIT (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE) 1 HOUR RATED RESILIENT CHANNELS INSTALLED HORIZONTALLY AT 24" OC MAX WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S LABORATORY R-19 UNFACED BATT INSULATION (COMPRESS INTO 2X4 (UL) DESIGN CAVITIES AS APPLICABLE) U305 i i (1) LAYER 5/8"FIRE -RATED TYPE X GYPSUM BOARD STC 51 y PER NGC 2011071 i i i CORRIDOR UNIT i i FIRE SIDE FIRE SIDE CONSTRUCTION ASSEMBLY NOTES A ASSEMBLIES MAY NOT BE NUMBERED IN SEQUENTIAL ORDER. 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' RAT►NGS 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, 4'1 FROM CEILING AND 2" FROM BOTTOM, AND AS REQUIRED TO SUPPORT CABINETS, ALWAYS WITH OPEN LEG POINTING UP. NEST/OVERLAP CHANNEL ENDS 4". FOR ALL CEILINGS SCHEDULED WITH RC, INSTALL PER TESTED ASSEMBLY REFERENCED. PROVIDE A 1/4"-1/2" GAP BETWEEN THE ENDS OF ALL RC AND ADJACENT CONSTRUCTION. SCREWS USED TO ATTACH GYP BD TO RC SHALL NOT DIRECTLY CONTACT FRAMING/STRUCTURE. J ACOUSTICAL SEALANT: APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT (1/4"-1/2") APPROVED FOR USE IN FIRE -RATED ASSEMBLIES AS NOTED BELOW AS A CRITICAL COMPONENT OF ACHIEVING A MINIMUM SOUND RATING OF STC & IIC 50 PER FBC/IBC CHAPTER 12: • WITHIN ALL DWELLING UNITS ABOVE THE GROUND FLOOR, APPLY ACOUSTICAL SEALANT AT THE BOTTOM OF GYP BD SHEATHING INSTALLED ON INTERIOR WALLS, TENANT WALLS, AND WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS. • WITHIN ALL DWELLING UNITS, APPLY ACOUSTICAL SEALANT AROUND THE PERIMETER OF ALL MEMBRANE PENETRATIONS OF GYP BD WALL AND CEILING SHEATHING INSTALLED ON TENANT WALLS, WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS, AND AT FLOOR -CEILING ASSEMBLIES. SUCH MEMBRANE PENETRANTS INCLUDE ELECTRICAL BOXES (FOR SWITCHES, OUTLETS, LIGHT FIXTURES AND CEILING FANS), MECHANICAL DUCTWORK / BOXES, SPRINKLER HEADS, ETC, K REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO LUMBER SIZEIGRADE/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 518" 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 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 E WOOD FRAMED WALL ASSEMBLIES E INSULATION DESIGN INSULATION MIN VALUES FOR ASSEMBLIES SCHEDULED WITH INSULATION, TYPICAUUNO: R-11 MIN AT TENANT SEPARATION R-13 AT 2x4 STUD FRAMING R-19 AT 2x6 STUD FRAMING R-30 AT ATTIC TYPICAL AT EXTERIOR BEARING WALLS e 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 i COAT ON METAL LATH WITH PAPER BACKING CALCULATED i PER i FBC-B 722.6.2(1) & FBC-B 722.6.2(2) i (REFER TO CALCULATIONS i 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 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): i A. FIBER CEMENT LAP SIDING, PANEL & TRIM 1 HOUR RATED 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) (REFER TO i (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL i EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS CALCULATIONS i><i ON THIS SHEET) i i WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS BRZWY OR (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR BALCONY GLASS MAT FACED GYPSUM BOARD EXT i i FIRE SIDE 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 09/16/2022 Karen V McIntyre AR0017018 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 - Construction & Referenced Assemblies A1.04 E FLOOR / CEILING ASSEMBLIES ROOF / CEILING ASSEMBLIES (CONT) CONSTRUCTION ASSEMBLY NOTES 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 1 DATA INDICATING MIN IIC 50 COMPLIANCE WITH ASSEMBLY UNDERWRITER'S J U (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL LABORATORY SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS (UL) DESIGN 20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS L546 UNFACED BATT INSULATION: SECURE TO SUBFLOOR (BASE BID) OR OVER RC AS NOTED BELOW (ALT DEDUCT) IIC 50+ PER ili'tt` - - ;Oi li lli 1(1(1('�(1�; ' i 1(4n � , RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16" A1176.02-201-10 "� "� " "� "� )l " "� " "" 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 FW 5 1.5" 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) / FLOORING PER INTERIOR FINISH SCHEDULE/NOTES 3/4" POURED GYPSUM CONCRETE UNDERLAYMENT 2 HOUR RATED (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS ;.,.., 20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S U U L U M U " 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 518" FIRE -RATED TYPE C GYPSUM BOARD (FACE LAYER TO BE EXT GRADE AT NON -CONDITIONED SPACE) NOTE: NO DUCTS/DAMPERS ALLOWED TYPICAL WITHIN STAIR UNIT FW 10 FLOORING PER INTERIOR FINISH SCHEDULE/NOTES 3/4" POURED GYPSUM CONCRETE UNDERLAYMENT 1 HOUR RATED (1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS 2x10 JOISTS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNDERWRITER'S RESILIENT CHANNELS PERPENDICULAR TO JOISTS AT 24" OC LABORATORY (UL) DESIGN (1) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD L514 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 (UL) DESIGN (1) LAYER 112" 5/8" (NOMINAL) WOOD STRUCTURAL PANEL 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 1 ` 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 RW 5 O (1) LAYER 3/4" (NOMINAL) WOOD STRUCTURAL PANEL SHEATHING PER STRUCTURAL DRAWINGS 2x8 JOISTS AT 24" OC MAX PER STRUCTURAL DRAWINGS 2 HOUR RATED GYPSUM (3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD ASSOCIATION (GA) DESIGN FC 5725 i—, 7/8" METAL FURRING CHANNELS PERPENDICULAR TO JOISTS AT 24" OC (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) I NT (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 FBC-B 722.2.2.1 e a (REFER TO CALCULATIONS 1 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 1l4"-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 ACOUSTICALSEALANT (114"-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 I 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 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 P77—S = STEEL ASSEMBLY NUMBER 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 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 09/16/2022 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 Al .05 1 �J UNIT A2 I TRAVEL WITHIN UNIT = 48'-5" (FFPC) UNIT C1 UNIT S5 1 U IT B2 r7l[L� I [ -��PD - 5 32" 36" 02 TRAVEL TO EXIT = 76 4' (FFPC) oI Io �El 12 o El oo El Building T Building T Third Floor Similar 34 UNIT Al � � UNIT Al �{ UNIT Al S 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. B RATINGS SHOWN INDICATE REQUIRED SEPARATION RATINGS ONLY, REFER TO SHEET A1.02 FIRE -RESISTANCE RATING REQUIREMENTS FOR TRAVEL DISTANCE FBC-B TABLE 1017.2 & FFPC 30.2.E ( ) FBC-B ALLOWED FFPC ALLOWED PROPOSED BUILDING ELEMENTS AND SHEETS A1,04 AND A1.05 FOR ALL WITHIN DWELLING UNITS N/A 125'-0" 53' CONSTRUCTION ASSEMBLIES, ASSEMBLIES REFERENCED WITHIN THESE UNIT ENTRY TO AN EXIT N/A 200'-0" 100'-6" DOCUMENTS COMPLY WITH BOTH SETS OF REQUIREMENTS MOST REMOTE POINT WITHIN A STORY TO AN EXIT 250'-0" N/A 129'-5" C OPENINGS INTO AND THROUGH ASSEMBLIES RATED FOR SEPARATION EXITING REQUIREMENTS FBC-B REQUIRED FFPC REQUIRED PROPOSED SHALL BE PROTECTED AS NOTED ON A1.03, SPECIFICATION SECTION NUMBER OF EXITS (FBC-B 1006 & FFPC 7.4) 2 EXITS 2 EXITS 2 EXITS 078413, AND PER CODE REQUIREMENTS STAIR (COMMON) (FBC-B 1011 & FFPC 7.2.2) D SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR STANDPIPE AND WIDTH 44" (MIN) 44" (MIN) >44" HOSE CONNECTION DETAIL, COORDINATE LOCATIONS WITH RISE 7" (MAX) 4" (MIN) - 7" (MAX) 6" < R < T' ARCHITECTURAL PLANS RUN 11" (MIN) 1V (MIN) 11" E SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR IDENTIFICATION LANDING 36" (MIN) 36' (MIN) >36" OF SPRINKLER AREAS AND SPRINKLER SYSTEM TYPE HEADROOM 80" 80" >801, HANDRAIL DIAMETER 1.25"-2" (MAX) 1.25"-2" (MAX) 1.5" F LOCATE FIRE EXTINGUISHERS PER FLOOR AS SHOWN AND AS HANDRAIL PROJECTION FROM WALL 1.5" 2.25" 2.25" 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 a 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 13-- II �� �� ► �� i i� -1� �► �) I *i►, ■II ► 0 II �_.�.�:�,�J �o �� � 1. �I'® ��; I■❑, � ����� ID �, ■ � r� —� _�_— �-,��. ��� IQ;♦y -- - - 1 ®I I o I = ''�I= i �. �� �� I II I I ■ e I - Fourth Floor Life Safety Plan e I - Second Floor Life Safety Plan v to FROM FLOORS ABOVE TRAVEL WITHIN UNIT = 42'-7" (FFPC) FROM FLOORS ABOVE I 1 /16" = 1'-0" 1 /16" = 1'-O" 35 M35 32" 36" 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. E KEYNOTES 01 FIRE ALARM CONTROL PANEL (FACP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 02 FIRE ALARM ANNUNCIATOR PANEL (FAAP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 03 FIRE SPRINKLER RISER CLOSET, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 04 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 05 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS, GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS 06 ELEVATOR CONTROLLER CLOSET 07 ELEVATOR CONTROLLER 08 AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM, REFER TO ELECTRICAL DRAWINGS 09 "NOT AN EXIT" SIGN, CONTRACTOR TO PROVIDE A 7"X10" DURABLE SELF-ADHESIVE VINYL SIGN PER LIFE SAFETY PLANS 10 KNOX BOX FOR EMERGENCY ACCESS BY FIRE DEPARTMENT TO ALL RESTRICTED ACCESS AREAS FOR THE PROJECT, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION WITH AHJ 11 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM, CONTRACTOR SHALL PROVIDE 2-HOUR RATED CHASE, CONDUIT, RATED BACKBOARD, AND POWER PER OWNER'S CONSULTANT REQUIREMENTS LEGEND — , — DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL -2-2 -2-2- DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, Ito 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) OCCUPANT LOAD FACTOR 2 OCCUPANT LOAD (PERSONS) 3 EGRESS LOAD (PERSONS) 32 REQUIRED EXIT WIDTH PER CODE 2 PROVIDED EXIT WIDTH STARTING POINT D=120' TOTAL DISTANCE TO GRADE. LEVEL PATH OF TRAVEL 3FORUME ro a Y ARCHITECTURE & a ED INTERIOR DESIGN, INC. C c rn U) 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set _12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Life Safety Plans Building T p I Fir-qt Flnnr I ifr gafn_tx/ Plan 1 /16" = 1'-0" Al. 11 SHEET NOTES 32 32 32" 36" Building T Building T OCCUPANCY & MEANS OF EGRESS: RESIDENTIAL BUILDINGS OCCUPANCY LOAD (FBC-B TABLE 1004.5 & FFPC TABLE 7.3.1.2) RESIDENTIAL UNITS (R-2) 200 S.F. GROSS / OCC. TRAVEL DISTANCE (FBC-B TABLE 1017.2 & FFPC 30.2.6) FBC-B ALLOWED FFPC ALLOWED WITHIN DWELLING UNITS N/A 125'-0" UNIT ENTRY TO AN EXIT N/A 200'-0" MOST REMOTE POINT WITHIN A STORY TO AN EXIT 250'-0" N/A EXITING REQUIREMENTS NUMBER OF EXITS (FBC-B 1006 & FFPC 7.4) STAIR (COMMON) (FBC-B 1011 & FFPC 7.2.2) WIDTH RISE RUN LANDING HEADROOM HANDRAIL DIAMETER HANDRAIL PROJECTION FROM WALL TRAVEL WITHIN UNIT = 48'-4" (FFPC) = 43'-0" (FFPC) e II - Fourth Floor Life Safety Plan e 11 - Second Floor Life Safety Plan 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) 1V (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" 1/16" = 1'-0" Third Floor Similar 1/16" = 1'-0" 'd i A REFER TO SHEET A1.03 FOR GENERAL NOTES 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 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. 61 G15-32 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. KEYNOTES 01 FIRE ALARM CONTROL PANEL (FACP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 02 FIRE ALARM ANNUNCIATOR PANEL (FAAP), REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 03 FIRE SPRINKLER RISER CLOSET, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 04 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 05 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS, GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS 06 ELEVATOR CONTROLLER CLOSET 07 ELEVATOR CONTROLLER 08 AREA OF REFUGE TWO-WAY COMMUNICATION SYSTEM, REFER TO ELECTRICAL DRAWINGS 09 "NOT AN EXIT" SIGN, CONTRACTOR TO PROVIDE A 7"X10" DURABLE SELF-ADHESIVE VINYL SIGN PER LIFE SAFETY PLANS 10 KNOX BOX FOR EMERGENCY ACCESS BY FIRE DEPARTMENT TO ALL RESTRICTED ACCESS AREAS FOR THE PROJECT, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION WITH AHJ 11 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM, CONTRACTOR SHALL PROVIDE 2-HOUR RATED CHASE, CONDUIT, RATED BACKBOARD, AND POWER PER OWNER'S CONSULTANT REQUIREMENTS LEGEND — DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL 2-2-2-2— DESIGNATES 2 HR FIRE RATING FOR ADJACENT WALL SEMI -RECESSED FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES 0 DESIGNATES DOOR IS NOT AN EXIT 4 FLOOR OCCUPANCY (GROSS UNIT / SQUARE FOOTAGE) USING STAIRS (TOTAL / NUMBER OF 120 STAIRS) t100 ROOM AREA (IN SF) 50 OCCUPANT LOAD FACTOR 2 OCCUPANT LOAD (PERSONS) T32 EGRESS LOAD (PERSONS) REQUIRED EXIT WIDTH PER CODE PROVIDED EXIT WIDTH STARTING POINT D=120' "-- TOTAL DISTANCE TO GRADE LEVEL 7__� PATH OF TRAVEL 5 FORUM 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 09/16/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 j 100% DID Set 12/23/21 ; Owner Review Set 02/17/22 1 Permit Set A SHEET REVISIONS: r PROJECT NO. H Building Type II - Life Safety Plans 4097 Building T II - First Floor Life Safe Plan 1/16" = 1'-0" A1.21 __ _ _ _ ,-1, Y-� �Yil. m �l _ _ ..I it t I YI ' .. I !I I I � 1.. .I 11 Il i .... VI 1 .. 1. d4 L. .. b!>.-Ld.;YYSS �-..-��-.�... ._.lill-1L.11�IVLL.L:ISSY1JI tl1Y�W,'-C111tif4Yd1�'lIYg11�1YWW111fW11 ✓YII0..1:_ nitW.dl�lWrW1 ,.1 .. 1LIyi.11 1 { I IW I IUEI IIhliil��I��LIWW II.IYII1101171 NY LI. I1 111_..J.i.WI ',LI__I ,.al � �.11�L....L..�_.l_...._ ..�.:,.: _�-..___.11. ..1L .-�� -- �u.:...i..._ ......„I__.....__�iIL.yYlu..J:.,,_....111..�1u.._L...�,J�Y,I,L,L�..�..-__.._.�Illsl u.h111L3_IilW11dY1111111�YYlYeL�t11L11.16.-11i�ilLwi_l.._.1Li.--'.---Ildll,..._,.1�.11171,1tl._t�111:.WfV 1 {',1L1. SHEET NOTES BUILDING AREA CALCULATION: TYPE 1, 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'-011 50'-10" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 18,480 SF 15,337 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation, 73,920 SF 60,754 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If--0) BUILDING # FRONTAGE INCREASE VALUE OF "I PER EQUATION 54 W = 30 If = [602.6/762 - 0.25] 30/30 W = (t x wf + L2 x w2 + L3 x w3....)/F F = 602.6 If = [0.79-0.25] 1 W = (225x30 + 76..3x30 + 22500 + 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 + (12,000 X 0.54)] x 1 =18,480 SF ALLOWED AREA OF THE TOTAL BUILDING: Al, = [12,000 sf + (12,000 X 0.54)] x 4=73,920 SF BUILDING AREA CALCULATION: TYPE II, No, 1 & 2 OCCUPANCY TYPE: SINGLE OCCUPANCY MULTISTORY BUILDING (GROUP R,2 OCCUPANCY) CONSTRUCTION TYPE: V-A FIRE SPRINKLER PROVIDED: NFPA 13R SYSTEM PER FBC-B 903.3.1.2. BUILDING AREA AND HEIGHT LIMITATION ALLOWED PROPOSED BUILDING HEIGHT (FBC-B 504.3) 60'-0" 51'-0" MAX NUMBER OF STORIES (FBC-B 504.4) 4 4 MAXIMUM AREA FOR A SINGLE STORY (FBC-B 506.2) Per Calculation. 19,080 SF 14,293 SF MAXIMUM BUILDING AREA (FBC-B 506.2) Per Calculation. 76,320 SF 56,578 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 54 W = 30 If = [577.2/688 - 0.25] 30/30 W = (Lt x wf + L2 x w2 + L3 x w3....)/F F = 577.2 If = [0.84-0.25] 1 W = (212.340 + 76.3x30 + 212.300 + 76.300)/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 T (12,000 sf + (12,000 X 0.59)) x 1=19,080 SF ALLOWED AREA OF THE TOTAL BUILDING: Aa ; [12,000 sf + 02,000 X 0.59)] x 4 = 76,320 SF BUILDING AREA CALCULATION: CLUB HOUSE 0 P C P S CCUPANCY (GROUP A-3) 1 ONS RU TION TYPE: V-B I R D : NOWSPRINKLERED BUILDING AREA AND HEIGHT LIMITATION HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3) ALLOWED PROPOSED GROUP A-3: 50'-011 22'-0" MAX NUMBER OF STORIES (FBC-B 504.4) GROUP A-3: 2 1 MAX BUILDING AREA (FBC-B 506.2. 1) Per Calculation. 14,375 SF 9,087 SF FRONTAGE INCREASE CALCULATION AREA FACTOR INCREASE DUE TO FRONTAGE PER FBC-B 506.3.3 ARE SHOWN FOR EACH BUILDING ON SITE. EQUATION 5-5 If = [F/P - 0.25]W/30 (IF FRONTAGE INCREASE IS NOT NEEDED If=O) BUILDING # FRONTAGE INCREASE VALUE OF "W" PER EQUATION 5-4 W = 30 If = [283.9/564 - 0.25] 30/30 W = & x w, + L2 x w2 + L3 x w3.... )/F F = 283.9 If = [0.50-0.25] 1 W = (69.3x30 + 131.3x30 + 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 BF Vicinity Ma Architectural Site Plan NITS 911ME0,60-I I� • I� W I� • I� I� I� --- z 00 I :ME u1 w 76 4' >j --------- T224'-11 318" I o I -TRASH COMPACTOR AND RECYCLING ENCLOSURE & MAINTENANCE BUILDING I T -- - -- - -- -- -I -- m II 11 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 60' 30' 0 60' 120' N 1"=60l A REFER TO SHEET A1.03 FOR GENERAL NOTES B THIS SHEET IS FOR REFERENCE AND IS INTENDED ONLY TO CONVEY GENERAL BUILDING DATA AND APPROXIMATE LAYOUT, REFER TO CIVIL DRAWINGS FOR ALL PROPERTY BOUNDARY / EASEMENT / SETBACK INFORMATION, SIDEWALK LOCATIONS, PARKING COUNTS, ACCESSIBLE PARKING AND SITE ACCESSIBLE ROUTE, RETAINING WALLS, GRADING, UTILITY CONNECTIONS, BUILDING LOCATIONS, FINISHED FLOOR ELEVATION FOR EACH BUILDING, AND OTHER ITEMS OUTSIDE THE BUILDING FOOTPRINT C CONTRACTOR SHALL VERIFY ALL CONDENSER PAD LOCATIONS WITH SITE CONDITION, MAINTAIN THE FOLLOWING: 18" MIN FROM BLANK WALL, 36" MIN FROM FACE OF ELECTRICAL PANEL, AND 36" MIN FROM WINDOW / BALCONY D REFER TO LANDSCAPE DRAWINGS FOR PLANTING, IRRIGATION, HARDSCAPE ELEMENTS, AND LANDSCAPE ACCENT LIGHTING LEGEND BUILDING LETTER X NO. OF UNITS Y ZV BUILDING TYPE, UNO* SITE LOCATION RESIDENTIAL R2 OCCUPANCY ASSEMBLY A3 OCCUPANCY PERIMETER OF THE BLDG FACING OPEN SPACE FORUME ARCHITECTURE & L INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 i Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com I Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Architectural Site Plan A2.01 SHEET NOTES 7'-l" su SLOPE 12'-4 7/8" CV 9'-613/16" 1'-5. 0 �v EOS N w o FEATHER CONCRETE LO 6112" �' SLAB AT DOOR TO ENSURE 1/2" MAX TRANSITION Ll Elar ed Slab Plan Elar ed Slab Plan 1 at Side Entry 1/2" = 1'-0" at Unit C1 1/2" = 1'-0" 13'-51 /2" 1'-5" 1 le 10'-7 1/2" V-61 NJ I\ Enlarged Slab Plan at Unit B2 1/4" = 1'-0" I .,1_„11 10'-9 1/2" V-5" 13'-71 /2" Enlarged Slab Plan at Building Entrance 1/4" = 1'-0" 1-11 I/V Buildina TvDe I - Slab Control Plan 13'-l" 1' 5" 1 U-3" 1'-5" Enlarged Slab Plan at Unit Al 1/4" = 1'-0" 61 /2" 12'-1 114" 61 /2" 12'-1 1 /4" 6112" 010.1 \ 01.00, ~ w w 6112" 0 51/4" 51/4" 0 6112" co Cn C/) _ N N N fV -0'-1" to j `� -0'-1" - EOS EOS L9 10'-9 1/2" 1'-5" 10'-9 1/2" 1'-q11�0 25'-10" Enlarged Slab Plan at Unit Al and Al 1 /4" = 1'-0" 00P n 0/4" nX/CDAI I CI AQ nIRACAICIfMI 0 26'-9" 11141 1'-5" 11'-2" EOS _ EOS 01 EOS N i a a 0 51 /4" 51 /4" I 61/2" FEATHER CONCRETE FEATHER CONCRETE SLAB AT DOOR TO SLAB AT DOOR TO ENSURE 1/2" MAX ENSURE 1/2" MAX TRANSITION TRANSITION Ela�B2! Slab Plan 10 at Unitd B5 1 V-21/2" 6" 9'-31 /2" 1'-5" EOS �? N CV w cc 0 0 61/2" - FEATHER CONCRETE = r` SLAB AT DOOR TO zo ENSURE 1/2" MAX TRANSITION I Enlarged Slab Plan at Unit B3 1/4" = 1'-0" 12'-0" 61 /2" 61/2" a 10 1/2" 10 x 0'-11,EOS 0'0"1'-5" 10'-3" 1'-5" 13'-1" Enlarged Slab Plan 3 at Unit Al near Stairs 1/4" = 1'-0" 14'-71 /2" q LO 1 /4" = 1'-0" I r w a 0 61/2" U' 61/2" N n, EOS � 1'-5" 12'-4" 1'-5" 15'-2" Enlarged Slab Plan at Unit B1 FEATHER CONCRETE 1 /4" = 1'-0" o SLAB AT DOOR TO N ENSURE 1/2" MAX , TRANSITION a "' 0 101/2" co I EOS 10'-5 1/2" l'-5" 13'-31 /2" Enlarged Slab Plan t 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 -7'-0" AFF, VERIFY SIZE, DEPTH, AND LOCATION WITH ELEVATOR MANUFACTURER SPECIFICATIONS 04 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR 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 INDICATES LEVEL SLAB TO SLOPE SLAB X INDICATES STEP IN SLAB FRAMING OFFSET DETAILS EDGE OF FRAMING :A SHEATHING EDGE OF SL EDGE OF FRAMING EDGE OF SLAB 1/ 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 09/16/2022 Karen V McIntyre 0Rnn1701A SET DISTRIBUTIONS: 11/24/,' 100% DD Set i 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Architectural Slab Plan 3/32" = 1'-0" A5.1 0 SHEET NOTES A6.11 Second Floor Plan Building Type I 2 2 A6.11 A7.01 3/32" = 1'-0" _ T 224'-11 3/8" OVERALL BUILDING DIMENSION 48',2 7/8" 37'-2" 37'-2" 37'-2" 24'-11 1/2" 40'-3" 03 1 1/2" 1 1/2" 08 08 — ' WW-5 TYP 03 08 0 TYP TYP `r N WW 9 WW-3 i TYP WW-51 I IL — UNIT C1 WW-54TYP UNIT B5 UNIT B2 UNIT B2 UNIT Al UNIT B3 N ; 1 ' A5.81FF TYPWW 1 I � I- � � L I I P14 L I L L a 0II0oIIo X 0o 0b �X , , o B oo 00 0 b I o LU � 113 0 9'-0 7/8" 102 102'-3" 1 10'-0" 12'-2" 84'-01/2" 103 7'-1" z 4 - - A7.01 � T 1" WW-52 2" 2" LEER C H `� J m 111 112 116 — — — — ; — w 0 T 0 IRS 0 0 0 0 ° © STAI i 0 'v 0 o p 0 o 0 0 -- -- y L_ o 0 o 0 0 o ELEC IL I ii---poi --� L71IT- °�__ ' 1 --- - A7.01 - 117 _ co � TYP WW-53 bo M UNIT A2 UNIT Al UNIT Al UNIT Al W 118 Cn UNIT A3 WW-54 UNIT B1 — — -25 UNIT A2 03 I I 101 104 TYP = M 105 TYP WW_1 --- F 1 = - 0? o WW9 M 03 --- -- - OP Q A8.11 [a 03 i*10 ,-AWNINGABOVE p 03 1 08 --- -------J BUILDING ENTRANCE 1 " 25'-1" 1/2" 3/4" - 1 14" 1/2" 24'-111/2" 1 112" 24'-111/2" 24'-111/2" 11/2" 37'-2" 39'-3" 1/2" 3/4" 13 14 - 112" 25'-1" 1'-11 7/R" First Floor Plan Building Type I A6.11 3/32" = 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, UNO 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 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 0 KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT 3 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, A6.11 LINO 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 3 A6.11 0 LEGEND WALL INDICATES SPECIFIC WALL TYPE � 11 FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS REMOVEome FROM UNITS &ADDED FORRIDOR.GC TO CA1.03 RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) AIC NON-AIG GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 15,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 13,647 1,485 15,132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 1 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Building Type I - First & Second Floor Plan A5.11 SHEET NOTES 2 A6.11 A7.01 2 294'-11 IR' OVFRAI I Rim SING <7IMFNgm 48'-2 7/8" 37'-2" 37'-2" oo 37'-2" 24'-11 1/2" 40'-3" `1 1/2" 1 1/2" 1 A6.11 Fourth Floor Plan Building Type I 2 2 A6.11 A7.01 3/32" = 1'-0" _ T 224'-11 3/8" OVERALL BUILDING DIMENSION ol 48'-2 7/8" 37'4' 37'-2" 37'4" 24'-11 1/2" 40'-3" 7.1 oe (11 1 1 /2" AV% 1 112" WW-5 TYP 0 N TYP WW 9 TYP 19 WW 3 r r ~ TYP WW-51 IL — UNIT C1 vuW-S�TYP UNIT B5 UNIT B2 UNIT B2 UNIT Al UNIT B3 M WW 1 I I IAF_ I LIM 2 I A8.01 a o I — L1 ElTYP 2 A5.81DD (a tyy- M � C L q I I � 0 L J oI° J — 0 a oI° iXi X �- EL J V °ob BUILDING 0 ERVICES I— o°El ° J a 0 b0 I Z 1350 33 — — 9'-0 7/8" 102'-3" 1Y- " 12'-2" 84'-01/2" 0 o 7'-1" 4 4 A7.01 T-1" Q `= % WW 52 2" 2" M J 131 132 IRS T 'STAI o op Oo ° o El o ° 00 � Lj — o �o:1> �° q IZIA�_i 1LjI I I A7.01 - oco � BB- ' TYP WW-53 UNIT A2 2 UNIT Al UNIT Al UNIT Al UNIT B4 WW-54 UNIT B1 UNIT A2 A w a o ti bo w a o 1 TYP coTYP 1 WW-1 WW-9 A8.11. p 02 04 02 0 1 1 1 3/4" 1/2" 25'-1" 1 3/4" - 1/2" 24'-11 1/2" 1 1/2" 24'-11 1/2" 24'-11 1/2" 1 112" 37'-2" 1/2" 39'-3" 1 34' 1 3/4" - 112" 25' 1" 1'-11 71R" Third Floor Plan Building Type I 3/32" = 1'-0" A REFER TO SHEETA1.03 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 WWA, UNO G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, LINO J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS SHALL BE WW-51, UNO K ALL EXTERIOR TENANT SEPARATION WALLS SHALL BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, UNO L OPENINGS INTO AND/OR THROUGH INTERIOR WALLS REQUIRED TO BE RATED AS BUILDING ELEMENTS AND NOT FOR SEPARATION SHALL BE PROTECTED BY WRAPPING CONTINUOUS FIRE -RATED GYPSUM BOARD INTO/THROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE. COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL DRAWINGS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING. REFER TO SECTIONS AND DETAILS N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION Q REFER TO SHEET A5.91- A5.93 FOR COMMON & PUBLIC AREAS ACCESSIBILITY REQUIREMENTS DIAGRAMS KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT 3 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT -0'-1/2" AFF, A6.11 UNO 02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER. CONTRACTOR TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION DETAILS 05 42" HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 7/A8.12 06 ELECTRICAL SERVICE I 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 I� FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS 1REMOVEmmwf ROM UNITS &ADDED FORRIDOR.GC TOO A1.03 RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) AIC NON -A/C GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 1 15,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 13,647 1,485 15,132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set z� SHEET REVISIONS: r PROJECT NO. 4097 U z Building Type I - Third & Fourth Floor Plan A5.12 2x BLOCKING AROUND PERIMETER OF OPENING SPRING KEY PLAN WOOD SHEATHING DRAFTSTOP DOOR D raftsto p Door Detail Roof Plan Building Type I ROOF TRUSS i DRAFTSTOPPING I I I I PROVIDE AUTOMATIC LATCH FOR i i DRAFTSTOP DOOR e 1-1/2" = 1'-0" BUILDING: Type I ATTIC SPACE: SQUIRED NFA VENTILATION Attic area (Including Soffit): NFA required (Attic Area / 300): Total required ventilation area in SI (Net Free Area X 144): SQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) Ilk r1F 117A 1 TO 15noL, r1F 117A 1 = A7n CI TO 5R7 RI 'ROPOSED UPPER VENTILATION 2) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 1) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = Ipper Ventilation Provided: ON (TOTAL REQ'D-PROPOSED UN �ITWW NIR IFR: Tamlyn Model: 'otal LF of soffit to be installed: ;q. In. NFA per LF of soffit: ower Ventilation Provided: ROPOSED UPPER VENTILATION % OF 186 SI 11174 SI = 41.40% ROPOSED LOWER VENTILATION % OF 720 SI I 1174 Ri = 61.330/. D BUILDING: Type I ATTIC SPACE REQUIRED NFA VENTILATION 2446 SF Attic area (Including Soffit): 8.15 SF NFA required (Attic Area /300): 1174 SI Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) (40% OF 1035 ) TO (50% OF 1035) = 414 SI TO 518 SI PROPOSED UPPER VENTILATION 276 SI (0) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 210 SI ( 2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 486 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 688 SI 1035 SI - 420 SI = PROPOSED LOWER VENTILATION 2" Snapvent MFR: Tamlyn Model: 2" Snapvent 80 LF Total LF of soffit to be installed: 9 / LF Sq. In. NFA per LF of soffit: 720 SI Lower Ventilation Provided: I'D 40%-50%) PROPOSED UPPER VENTILATION % OF REQ'D 40%.50%) 420 SI 11035 SI = 40.58% Q'D PROPOSED LOWER VENTILATION % OF REQ'D 630 SI / 1035 SI = 60.87% — — — — — — — — — — — — — _ 1206 SI _ ,TOTAL VENTILATION PROVIDED: BUILDING: Type I ATTIC SPACE Attic area tmcluaing Sottity NFA required (Attic Area / 300): Total required ventilation area in SI (Net Free Area X 144): EQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL ooL, r1F FAR ) Tn /Fno/ ni: R9R 1= 97R CI Tr) 3AR SI ROPOSED UPPER VENTILATION 1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 1) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = pper Ventilation Provided: SQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSI 696 SI - 348 SI = ROPOSED LOWER VENTILATION IFR: Tamlyn Model: 2" Snapvent otal LF of soffit to be installed: q. In. NFA per LF of soffit: ower Ventilation Provided: ROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) b 51 = bU.UU%o LOWER VENTILATION % OF REQ'D IS CI = .ri1 7901 A6.11 C BUILDING: Type I ATTIC SPACE: B M BUILDING: Type I ATTIC SPACE: REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION 2158 SF Attic area (Including Soffit): 2592 SF Attic area (Including Soffit): 7.19 SF NFA required (Attic Area 1300): 8.64 SF NFA required (Attic Area / 300): 1035 SI Total required ventilation area in SI (Net Free Area X 144): 1244 SI Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) (40% OF 1244 ) TO (50% OF 1244) = 498 SI TO 622 SI (40% OF 1300 ) TO (50% OF 1300) = 520 SI TO 650 SI PROPOSED UPPER VENTILATION PROPOSED UPPER VENTILATION 0 SI ( 1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 420 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 420 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 420 SI Upper Ventilation Provided: 558 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 615 SI 1244 SI - 558 SI = 686 SI 1300 SI - 558 SI = PROPOSED LOWER VENTILATION PROPOSED LOWER VENTILATION MFR: Tamlyn Model: 2" Snapvent MFR: Tamlyn Model: 2" Snapvent 70 LF Total LF of soffit to be installed: 80 LF Total LF of soffit to be installed: 9 / LF Sq. In. NFA per LF of soffit: 9 / LF Sq. In. NFA per LF of soffit: 630 SI Lower Ventilation Provided: 720 SI Lower Ventilation Provided: PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) PROPOSED UPPER VENTILATION % OF REQ'D 40%.50%) 558 SII 1244 SI= 44.86% 558 SI/ 1300 SI= 42.92% PROPOSED LOWER VENTILATION % OF REQ'D SI PROPOSED LOWER VENTILATION % OF REQ'D 710 1244 SI = 57.88% 810 SI 11300 SI = 62.31 % 1050 SI TOTAL VENTILATION PROVIDED: 1278 SI TOTAL VENTILATION PROVIDED: G 0 BUILDING: Type I ATTIC SPACE: F = BUILDING: Type I ATTIC SPACE: REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION 1448SF Attic area (Including Soffit): 2873SF Attic area (Including Soffit): 4.83 SF NFA required (Attic Area 1300): 9.58 SF NFA required (Attic Area / 300): 696 SI Total required ventilation area in SI (Net Free Area X 144): 1380 SI Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) (40% OF 1380 ) TO (50% OF 1380) = 552 SI TO 690 SI (40% OF 950 ) TO (50% OF 950 ) _ 380 SI TO 475 SI PROPOSED UPPER VENTILATION PROPOSED UPPER VENTILATION 138 SI ( 1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 138 SI (0) 4 Ft Flamco Off -Ridge Vents X 138 Sllvent = 210 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 Sllvent = 420 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 Sllvent = 348 SI Upper Ventilation Provided: 558 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 348 SI 1380 SI - 558 SI = 822 SI 950 SI - 420 SI = PROPOSED LOWER VENTILATION PROPOSED LOWER VENTILATION MFR: Tamlyn Model: 2" Snapvent MFR: Tamlyn Model: 2" Snapvent 40 LF Total LF of soffit to be installed: 92 LF Total LF of soffit to be installed: 9 / LF Sq. In. NFA per LF of soffit: 9 / LF Sq. In. NFA per LF of soffit: 360 SI Lower Ventilation Provided: 828 SI Lower Ventilation Provided: PROPOSED UPPER VENTILATION % OF REQ'D 40%.50%) PROPOSED UPPER VENTILATION % OF REQ'D 40%.50%) 558 SI 11380 SI = 40.43% 420 SI / 950 SI = 44.21% PROPOSED LOWER VENTILATION % OF REQ'D PROPOSED LOWER VENTILATION % OF REQ'D 828 SI 11380 SI = 60.00% 540 SI / 950 SI = 56.84% 708 SI TOTAL VENTILATION PROVIDFD- 1386 SI TnTAI VFNTII ATION PRnvinFn• TYP TYP 3/32" = 1'-0" A 1 SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES 2710 SF 9.03 SF B ALL ROOF SLOPES TO BE 5:12, LINO 1300 S C ALL EAVE OVERHANGS TO BE V-4', LINO 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 138 S CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO 420 S UNDERGROUND STORM WATER SYSTEM 558 S F REFER TO STRUCTURAL DRAWINGS FOR ALL ROOF TRUSS REQUIREMENTS AND DETAILS 742 S G LOW -SLOPE ROOF TRUSSES SHALL HAVE A TOP CHORD SLOPED AT A MIN 114" 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 90 LF 9 / LF H DOWNSPOUTS SHALL NOT TERMINATE ABOVE GRADE UNLESS 810 S DISCHARGED DIRECTLY INTO GUTTER OF A LOWER ROOF, DOWNSPOUTS SHALL NOT DISCHARGE DIRECTLY ONTO A SIDEWALK OR BUILDING ACCESS J DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE 1368 S KEYNOTES 01 OFF -RIDGE VENT, REFER TO SPECIFICATIONS E 02 SEAMLESS ALUMINUM "A" PROFILE GUTTER, COLOR SELECTED BY OWNER 1981 SF 03 3"X4" RECTANGULAR ALUMINUM DOWNSPOUT, LOCATIONS ARE 6.60 SF APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY AND 950 S 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 LINO, REFER TO ELEVATIONS OR BUILDING PLANS 0 S 05 22"X36" 1-HOUR FIRE -RATED LOCKABLE ATTIC ACCESS PANEL, 420 S COORDINATE LOCATION WITH REFLECTED CEILING PLAN AND ROOF 420 S TRUSS FABRICATOR 06 22"X36" SELF -CLOSING DRAFTSTOPPING DOOR, REFER TO DETAIL 2/A5.13 530 S 07 PREFABRICATED SOLID AWNING WI INTEGRAL GUTTER, REFER TO ELEVATIONS OR BUILDING PLANS 60 L ■ LEGEND 9/L 540 S max' I ATTIC ACCESS a:= DOWNSPOUT L Z�l J OFF -RIDGE ROOF VENTS PER ATTIC VENTILATION — — — — 6-1 REQUIREMENTS _ J -D—D— DRAFTSTOPPING PER ASSEMBLY ° SELF -CLOSING 22"x36" DRAFTSTOP ACCESS DOOR 1 W/ AUTOMATIC LATCH RESIDENTIAL BLDG TYPE I BLDG # ON SITE 3, 4, 5 # UNITS / BLDG TYPE 52 (3 TOTAL ON SITE) A/C NON-AIC GROSS 1ST FLOOR 13,650 1,686 15,336 2ND FLOOR 13,647 1,485 15,132 3RD FLOOR 13,647 1,485 15,132 4TH FLOORS 13,647 1,485 15,132 BUILDING TOTAL 54,591 6,141 60,732 QUANTITY ON SITE 3 TOTAL SF ON SITE 182,196 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com I Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre % AR0017018 SET DISTRIBUTIONS: 11/24121 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Roof Plan A5.13 SHEET NOTES Enlarged Slab Plan at Unit Al 1/4 = 1'-0" 7'-1" I, T-3 314" 3-91 /4" I, V-5" 13'-51 /2" 10'-71 /2" 1'-5" 1 V-21/2" 6" 9'-31/2" 010 -0'-1" EOS w N N iv EOS p w SLOPE C0 h, 0 FEATHER CONCRETE SLAB AT DOOR TO, FEATHER CONCRETE ENSURE 1/2" MAX SLAB AT DOOR TO TRANSITION ENSURE 1/2" MAX TRANSITION Elarged Slab Plan at Side Entry 11'-8" w 0 J N 101/2" 1/2" = 1'-0" N -0' 1" N EOS V-5" 10'-91/2" 1'-5" 0' 0" 10 13'-71/2" Enlarged Slab Plan at Building Entrance 1/4" = 1'-0" Enlai at Unit B2 61/2" ed Slab Plan 14'-71 /2" Enlarged Slab Plan 1/4" = 1'-0" v i at Unit B3 1/4" = 1'-0" r• w a 0 6112" U' 61/2" N CV CD EOS 12'-4" 1'-51. 15'-2" Enlal at Unit B1 0'-0" ed Slab Plan 1./4" — 1'-0" FEATHER CONCRETE N o SLAB AT DOOR TO 14".) ENSURE 1/2" MAX TRANSITION a 101/2" n N t0 I I 0'-1n CO ILLLIff � �� V-5" 10'-51/2" V-5" ol 13'-31/2" N in Enlarged Slab Plan 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 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 0'-112" AFF, UNO "AFF, VERIFY SIZE AND DEPTH WITH ELEVATOR 02 ELEVATOR PIT AT -5'-0 MANUFACTURER SPECIFICATIONS 03 SUMP PIT AT -7'-0" AFF, VERIFY SIZE, DEPTH, AND LOCATION WITH ELEVATOR MANUFACTURER SPECIFICATIONS 04 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR 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 XX INDICATES STEP IN SLAB FRAMING OFFSET DETAILS EDGE OF SH EDGE EDGE OF EDGE N 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24121 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type II - Architectural Slab Plan Building Type II - Slab Control Plan 3/32" = 1'-0" A5.20 0 SHEET NOTES 2 2 A6.21 A7.02 7�71 �] AMII 11\/COAI 1 DI 111 f11A1(l MIRACK101rW 3'-91/4° 40'-3" 24'-11 1/2" 37'-2" 37'-2" 24'-11 1/2" 40'-3" 3'-9114" 40 03 1 1/2" 08 1 1/2" 03 1 1/2" 1 1/2" WW-5 03 to TYP TY TYP WW-51 UNIT B3 UNIT Al UNIT B2 UNIT B2 UNIT Al UNIT B3 TYP WW 1 TYP WW 54 2 1 1 2 = p I I 11 A5.81 O � I El A8.01 71 0 L III L I T�j I ° 1 d° 1 00 I— , , Ob BUILDING ° I ERVICE I, ° X °El ELE a El Oo J O° °� I , 1 Z 0 LU Z 4 — — 87'-9 3/4" c —1 22LU 5 22 12'-2" 10'-0" — 87'-9 3/4" J — 0 0 0 0 o A7.02zo 3'-3 3/4" CC 221 M ECH 2" 2" 222 CC 3'-3 3/4" � 0o O° o 00P o° ° °O o° zo El 1 II I1 � I 1 � I I I J 11 II A7.o2 WW-25 ,' 'STAIRS M DID WW 53 DD M ti UNIT A2 2 UNIT B1 UNIT B4 UNIT Al UNIT B1 2 UNIT A2 03 A8.11 a A8.11 co wa N 0 = --- 03 G 1 02 04 02 1 25'•j" 1/2" 1 3/4" 1 - 1/2" 39'-3" 1 1/2"t-1 37'-2" 1/2" 1 1l2" 24'-11 1/2" 1/2" 39'-3" 314" 1 / - " 11211 03 25141 3/4" 3 1 �12 A6.21 Second Floor Plan 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, LINO 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 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 3 AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT A6.21 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT-0'-1/2" AFF, UNO 02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS 03 STONE VENEER 04 PREFABRICATED SOLID AWNING W/ INTEGRAL GUTTER. CONTRACTOR TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION DETAILS 05 42" HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 7/A8.12 06 ELECTRICAL SERVICE / METER, REFER TO ELECTRICAL DRAWINGS 07 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE PROTECTION DRAWINGS 08 2X6 WALL 09 REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM. CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO UNDERGROUND STORM WATER SYSTEM 10 DOWNSPOUT TO TERMINATE AT SPLASHBLOCK 11 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE Building Type II 3/32" = 1'-0" LEGEND WALL INDICATES SPECIFIC WALL TYPE I FIRE EXTINGUISHER IN CABINET, REFER TO F E GENERAL NOTES INT, LOAD BRG. WALLS COORD. W/STRUCTURAL DRAWINGS 1 REMOVED FIRE EXTINGUISHERS FROM UNITS & ADDED FIRE EXTINGUISHERS IN CORRIDOR. GC TOO COORDINATE PER SHEET A1.03 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 . 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Building Type 11 - First & Second Floor Plan A5.21 SHEET NOTES 2 /-� `4111A6.21r A7,02 nenl n elal nvrnnll n1 w.nuln nl�Yrunln�l -Vw VYI LIYVIVIY 3' 9 1/4" 40'-3" 24'-11 10 37'-2" 37'-2" 24'-11 1/2" 40'-3° 3' 91(4" 1 112" 08 1 1/2" 1 1/2" 1 112" WW 5 TYP WW-3 TY TYP WW-51 TYP UNIT B3 UNIT Al �-51 UNIT B2 UNIT B2 UNIT Al UNIT B3 r M TYP WW1 3 I- A5.81 - I 3 A8.0 MIRRti JII I � �IL El1 - �JI I I I I�IL ® IoIP�_0 00 0 0 BUILDING SERVICE X ELE 1010 aI o o I 0bI pW 2 1A -_ �_L 24 � - 87'-9 3/4" 12'-2" 10'-011 HVR 87'-9 3/4" O U z o = 4 0 o A7.02 3'-3 3/4" CC 241 M ECH ELEV CLO 2" 2" 242 CC 3' 3 3l4" J F o° 7\-T, °o ®o too Z� _cr 1 II I � I II I FRY A7.o2 ww 2500 STAIRS ' M -' WW-53 1 � UNIT A2 3 UNIT B1 UNIT B4 UNIT Al UNIT B1 3 UNIT A2 A8.11 wa O wa O Cn M � 0 02 04 02OF 1 3/4" 1 /2" 25'-1" 1 3/4" 1 /2" 1 1 /2" 39'-3" 37'-2" 1 1!2" 24'-11 1/2" 1 1l2" 1 /2" 39'-3" 131 " 3411 1 /211 25'-l" 3 1 A7.02 A6.21 Fourth Floor Plan Building Type II so M 4 4 q CO. A6.21 A7.02 co M 2 2 A6.21 A7.02 212'-31/2" OVERALL BUILDING DIMENSION 3' 9 9/4° 40'-311 24'-11 1/2" 37'-2" 37'-2" 24'-11 1/2" 40'-3" 3'-91/4" 1 1/2" o 08 1112 TYP WW-3 1 112" d- 1 1/2" WW-5 TYP WW-51 TYP UNIT B3 UNIT Al WW-51 UNIT B2 UNIT B2 UNIT Al UNIT B3 TYP "1 I 2 A5.81 J a - I 2 - A8.01 MIRR El, P G� Q a �I I I II q , a I to. 0 °b BUILDING � SERVICE Xy °oo G 'I ELE � o a °El L- -pcJ 235 23 12'-2" 10'-011 - J 87'-9 3/4" . 87'-9 3/4" 3-3 3/4" CC 231 M ECH DAS 211 211 232 C T-3 3/4' 0 PF 00 STAI S\ o °o 11 o pp °lo a001 °o Elo o0 I � II IF�U[7� - II I I L !11 Ll IN A.I 01, WW-25 � ` STAIRS' DID WW�3 UNIT A2 2 UNIT B1 UNIT B41 I UNIT Al UNIT B1 2 UNIT A2 A8.11 wa O Eo A8.11co a O co co c,, co 02 Q 1 02 04 1 0 1/2" 25'-1" 1 3/4" 3 4" 1/2" 1 1/2" 39'-3" 37'-211 1 112" 1 1/211 1/2" 24'-11 1 /2" 39'-3" 1 3l4" 1 /4" 1l2" 25-1" 3 A7.02 Third Floor Plan 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 WWA, UNO G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, LINO 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, 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 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 0 KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION 3 AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT-0'-1/2" AFF, A6.21 UNO 02 LOW ROOF, SLOPE 5:12, UNO, 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 71A8.12 06 ELECTRICAL SERVICE I 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" LEGEND WALL INDICATES SPECIFIC WALL TYPE � FIRE EXTINGUISHER IN CABINET, REFER TO F- GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS 1 01 REMOVED FIRE EXTINGUISHERS FROM UNITS & ADDED FIRE EXTINGUISHERS IN CORRIDOR. c GC TOO COORDINATE PER SHEETA1.03 M z 0 z W 0 c� z 0 J m J qJ WUj 0re 3 A6.21 3/32" = V-0" 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11 /24/21 1100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: 'ROJECT NO. 4097 Building Type II - Third & Fourth Floor Plan A5.22 Building Type 11 BUILDING: Type II ATTIC SPACE: QUIRED NFA VENTILATION Attic area (Including Soffit): NFA required (Attic Area / 300): Total required ventilation area in SI (Net Free Area X 144): QUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) 0% OF 1390 ) TO (50% OF 1390 ) = 556 SI TO 695 SI 1) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = Ipper Ventilation Provided: ;EQUIRED LOWER VENTILATION (TOTAL RE( 1390 SI - 558 SI = ROPOSED LOWER VENTILK IFR: Tamlyn Model: otal LF of soffit to be installed: �q. In. NFA per LF of soffit: ower Ventilation Provided: ROPOSED UPPER VENTILAI 558 SI / 1390 SI = 40.14% ROPOSED LOWER VENTILA 855 SI I 1390 SI = 61.51% 2x BLOCKING AROUND PERIMETER OF OPENING SPRING HINGE E M. BUILDING: Type II ATTIC SPACE REQUIRED NFA VENTILATION 2894SF Attic area (Including Soffit): 9.65 SF NFA required (Attic Area 1300): 1390 SI Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) (40% OF 1153 ) TO (50% OF 1153) = 461 SI TO 577 SI PROPOSED UPPER VENTILATION 138 SI (2) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 420 SI ( 1 ) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 558 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 832 SI 1153 SI - 486 SI = PROPOSED LOWER VENTILATION 2" Snapvent MFR: Tamlyn Model: 2" Snapvent 95 LF Total LF of soffit to be installed: 9 / LF Sq. In. NFA per LF of soffit: 855 Si Lower Ventilation Provided: % OF REQ'D 40%-50%) PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) 486 SI / 1153 SI = 42.15% % OF REQ'D PROPOSED LOWER VENTILATION % OF REQ'D 675 SI / 1153 SI = 58.54% 1413 SI TOTAl VFNTII ATION PRr1VInFr). WOOD SHEATHING DRAFTSTOP DOOR D raftsto p Door Detail Roof Plan Building Type II ROOF TRUSS \—DRAFTSTOPPING i PROVIDE AUTOMATIC LATCH FOR DRAFTSTOP DOOR i 1-1/2" = 1'-0" D BUILDING: Type II ATTIC SPACE: REQUIRED NFA VENTILATION 2404 SF Attic area (Including Soffit): 8.01 SF NFA required (Attic Area / 300): 1153 SI Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) (40% OF 1384 ) TO (50% OF 1384) = 554 SI TO 692 SI PROPOSED UPPER VENTILATION 276 SI (1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 210 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 486 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 667 SI 1384 SI - 558 SI = PROPOSED LOWER VENTILATION MFR: Tamlyn Model: 2" Snapvent 75 LF Total LF of soffit to be installed: 9 / LF Sq. In. NFA per LF of soffit: 675 SI Lower Ventilation Provided: PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) 558 SI / 1384 SI = 40.32% PROPOSED LOWER VENTILATION % OF REQ'D 855 SI 11384 SI = 61.78% 161 Si C LBUILDING: Type II ATTIC SPACE: B E BUILDING: Type II ATTIC SPACE: A 1 SHEET NOTES REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION A REFER TO SHEET A1.03 FOR GENERAL NOTES 2883 SF Attic area (Including Soffit): 2597SF Attic area (Including Soffit): 2162 S 9.61 SF NFA required (Attic Area / 300): 8.66 SF NFA required (Attic Area / 300): 7.21 S B ALL ROOF SLOPES TO BE 5:12, UNO 1384 SI Total required ventilation area in SI (Net Free Area X 144): 1247 SI Total required ventilation area in SI (Net Free Area X 144): 1038 SI C ALL EAVE OVERHANGS TO BE V-4', UNO REQUIRED UPPER VENTILATION 40% TO 50% OF TOTAL REQ'D) REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D) D ALL RAKE AND GABLE OVERHANGS TO BE 8", LINO (40% OF 1247 ) TO (50% OF 1247) = 499 SI TO 624 SI (40% OF 1038 ) TO (50% OF 1038) = 415 SI TO 519 SI E REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO PROPOSED UPPER VENTILATION PROPOSED UPPER VENTILATION UNDERGROUND STORM WATER SYSTEM, CONTRACTOR TO PROVIDE 138 SI ( 1 ) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 138 SI (0) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 0 S CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO 420 SI ( 2 ) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 420 SI (2) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 420 S UNDERGROUND STORM WATER SYSTEM 558 SI Upper Ventilation Provided: 558 SI Upper Ventilation Provided: 420 S F REFER TO STRUCTURAL DRAWINGS FOR ALL ROOF TRUSS REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) REQUIREMENTS AND DETAILS 826 SI 1247 SI - 558 SI = 689 SI 1038 SI - 420 SI = 618 S G LOW -SLOPE ROOF TRUSSES SHALL HAVE A TOP CHORD SLOPED AT A MIN 1/4" PER FOOT TO ACHIEVE THE PRIMARY ROOF SLOPE, ROOF PROPOSED LOWER VENTILATION PROPOSED LOWER VENTILATION INSULATION SHALL BE PITCHED TO CREATE CRICKETS TO THE ROOF MFR: Tamlyn Model: 2" Snapvent MFR: Tamlyn Model: 2" Snapvent DRAINS AT 3:1 LENGTH -TO -WIDTH RATIO 95 LF Total LF of soffit to be installed: 80 LF Total LF of soffit to be installed: 70 L 9 / LF Sq. In. NFA per LF of soffit: 9 / LF Sq. In. NFA per LF of soffit: 9 / LF H DOWNSPOUTS SHALL NOT TERMINATE ABOVE GRADE UNLESS 855 SI Lower Ventilation Provided: 720 SI Lower Ventilation Provided: 630 S DISCHARGED DIRECTLY INTO GUTTER OF LOWER ROOF, DOWNSPOUTS SHALL NOT DISCHARGE DIRECTLY ONTO A SIDEWALK OR BUILDING PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%u) ACCESS 558 SI 1 1247 SI = 44.75% 420 SI 11038 Sl = 40.46% J DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION PROPOSED LOWER VENTILATION % OF REQ'D PROPOSED LOWER VENTILATION % OF REQ'D OF SLOPE 720 SI / 1247 SI = 57.74% 630 SI / 1038 SI = 60.69% T T L V I T 0 PR V D D 1278 SI KEYNOTES PD D 01 OFF -RIDGE VENT, REFER TO SPECIFICATIONS KEY PLAN 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 A 04 LOLAW ROOF, ROOF SLOPE 5:12 LINO, REFER TO ELEVATIONS OR BUILDING ° 05 22"X36" 1-HOUR FIRE -RATED LOCKABLE ATTIC ACCESS PANEL, D-D-D- D-D-D -D D D-D-D -D-D-D COORDINATE LOCATION WITH REFLECTED CEILING PLAN AND ROOF TRUSS FABRICATOR C i D j E 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 3 A6.21 3/32" = 1'-0" ATTIC ACCESS m=� DOWNSPOUT 4 J OFF -RIDGE ROOF VENTS PER ATTIC VENTILATION — — — — -1 REQUIREMENTS 6J -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 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 aFORUME o ARCHITECTURE & a INTERIOR DESIGN, INC. C c m a� 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 S 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 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 24'-11 1/2" (CL TO CL) II II II II II II---- u c-JJ) Al-ALT UNIT AT STAIR WALL IN O Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR �I Al-ALT UNIT AT SHARED BALCONY WALL O Al-ALT UNIT AT 4TH FLOOR BALCONY 1 0 BALCONY O 1 O BALCONY O 1 O NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS E 9 9d'- l 1 1011 /rl TO rl 1 1/2 24'-101/2" (OS TO OS) 1/2" 12'-01 /2" 12'-10" 3'.0" 5'-8" 341 /2" 1'4" 10'-101 /2" c-o > 5 N N { `? Zo 2' 0" 6'-5" T-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL AT 4TH FLOOR 9d'_14 1 /7 /rl TO rl 1 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-0 1/2" 12'-10" 5'-10" 6-2 1/2" 1'-4" 101-101/2" 71/2" r4 r CV 04 N 2'-0" 6'-5" T-11 1/2" Al-ALT UNIT AT SHARED BALCONY WALL V 7d'_11 1 /7" !rl TO (I 1 lo 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-0 1/2" 12'-10" ol 3' 0" 5'-8" 3'41 /2" 114" 10'4' V-2" 5 CV O) N 01 2'-0" 6'-5" T-11 112" Al-ALT UNIT AT 4TH FLOOR V ')d'_11 1 /T /rl TO rl 1 1/2" 24'-101/2" (OS TO OS) 1/2" 12'-0112" 12'-10" 10 5'-10" 6-2 1/2" 1'4' 10'41 V-2" co C9 co BALCONY 2'-0" 6'-5" T-11 1 /2" 0 N BEDR ILIVING ROOM ol 6-6 1/2" T-9" /3"'-0 1 12'-6 1/2" r N N — IIIlo 4'-61 /2" '-11 1 /2" 6-01 /2" I� II M II II WIC II N COAT "' __ FF I I I o N Ili I I N I I of g„ II ILL_J L — M BATH ih i � I M o KITCHEN ID I — �5'-5" o :D 3'-9" 3'-4" "' 3' 11 1/2" 3'-7" 4'-10" lo O U M Ch N o L — J O 10'-61/2" 14'4" N 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 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 Wl2 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 N LEGEND WALL INDICATES SPECIFIC WALL TYPE C::::::::::: INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 roFORUME a ARCHITECTURE & a INTERIOR DESIGN, INC. c 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.foruma rchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 1100% 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 /411 = 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 3 0 BATH 14 13 °° Cl)— 5'-5" 3'-9" w J—J B /o o O U L 24'-11 1/2" (CL TO CL) 00 t Unit Al -Shower Option Plan &Elevations SEE BUILDING PLANS FOR LOCATIONS lo Z chi U O i DB12 VSB21 DB12 PCB1882 21 OA - N 00 00 FILLER Unit Al - Bath Elevation 05 FILLER W2442 W3624 W2142 W3024 W2142 v v MICROWAVE I ' HOOD \ DISH \` \\ WASHER RANGE PCB1896 SB36 DB21 B9 O FILLER Unit Al - Kitchen Elevation c+� rll 1 Cn wro�.i is r 3/8" = 1'-0" 3/8" = 1'-0" 1 I LLLr\ 1 1 LLL I\ 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 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 W12 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 1 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 I Owner Review Set 02/17/22 ! Permit Set A SHEET REVISIONS: 1@1i01lWlLI ' I Apartments - Unit Al Interior Elevations A5.61 b 3/8" = 1'-0" SHEET NOTES 24'-11 112" (CL TO CL) o co Unit A2 -Shower Option Plan &Elevations SEE BUILDING PLANS FOR LOCATIONS 11 �� / / 18" REQ. 15" MIN. 1 N CD 00 z / / / 0 DB12 VSB21 DB12 PCB1882 11 L-2 LE LAE OA FILLER Unit A2 -Bath Elevation 05 FILLER W2442 W3624 W2142 W3024 W2142 i \ i MICROWAVE I HOOD DISH ` WASHER RANGE PCB1896 SB36 D621 B9 O FILLER Unit A2 - Kitchen Elevation 11 _ Cl) JIn�1 FILLER 0 CL C 3/8" = 1'-011 3/8" = 1'-0" O (','�_Unit A2 - Note Plan 25'-1"(CL TO OS) 1 /411 — 1'-0" 1l2° 25'-01/2" (OS TO OS) 13'-21/2" 11' 10" oe '1'-2" „ 10'-81/2" „1'41 5'-3" 6'-7" r BALCONY 5'-10" 6-01/2" N BEDROOM CV 5'-61 /2" I I I I WIC CDCV r BATH M co J1 5'-5" 3'-9" O 3'-9" 14'-4" T-01 /2" 0 0 ti 13'-2" LIVING ROOM 12'-81/2" 4'-61/2" '-111/2" 6-21/2" N III III I I of I II I C LL M � I I I 7-13'-4 KITCHEN 0to M "' T-111/2" T-7" 5'-0" Y -- 1 I N — 0 Unit A2 - Dimension Plan 10'-81/2" rn CV M M M 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" & 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 1 INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 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 09/16/2022 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: 'ROJECT NO. 4097 Apartments - Unit A2 Plans & Interior Elevations A5.62 3/8" = 1'-0" 1 /4" = 1'-0" SHEET NOTES co I ILLLII Unit A3 -Bath Elevation 05 FILLER W2442 W3624 W2142 W3024 W2142 \ ` ' MICROWAVE \\I HOOD / / / / / ' l 1 — — \ \ \\ DISH \\ WASHER RANGE j LI PCB1896 SB36 DB21 B9 FILLER Unit A3 - Kitchen Elevation 14 13 BO CN d• M r11 I M1 r ILLLII FILLER EC 3/8" = 1'-0'' r ILLLR FILLLII N N N N N Unit A3 - Note Plan First Floor Unit 37'-2" (CL TO CL) 1 /411 = 1 1-0" 1/2" 37'-1" (OS TO OS) 1/2" 25'-01/2" 12'-01/2" 12'-91/2" 5'-1If 11-4" 10'-10112" 1'-2" ell BUILDING ENTRAN E 12'-81 /2" Cfl 12'-4" 3'-5" 4'-2" 4'-51 /2" lo z BEDROOM LIVING ROOM RISER L9 CV ZD 5'-61 /2" 3'-911 e 3'-01 /2" 4'-61 /2" '-11 1 /2" 6-21 /2" 10 - CV N II o , II WIC II- IIII C? I� — -� N III ELEC I 01 I M BATH M L-L T " I I I N KITCHEN T IO _ LU 0 3'-9" 13' 4" �"' v T-11 1/2" 3'-7" 5' 0° 1 Y CV — I I O ( l �) O I N N—� O M �p 0 5'-10" 14'-4" , 16-11" �, Unit A3 - 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 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 0 LEGEND WALL INDICATES SPECIFIC WALL TYPE C::::::::::: INT. LOAD BRG, WALLS COORD, W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON -A/C GARAGE A3 724 3 0 727 5 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11 /24/21 100% DID Set _ 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit A3 Plans & Interior Elevations A5.63 3/8" = 1'-0" First Floor Unit 1 /411 = 1'-0" SHEET NOTES ?0 ` l 18" REQ. 15" MIN. 00 \ go w DB12 VSB21 DB12 PCB1882 LE LE 21 O FILLER Unit B1 -Bath 2 Elevation I ILLLI \ rA Unit B1 - Bath 1 Elevation 012442 W3624 W1542 W3024 W3042 / MICROWAVE — -- '41 HOOD 41b l 1 DISH WNASHEFi RANGE SB36 DB15 B18 O FILLER FILLER 04 O 'CD 00 I ILLLI IN 3/8" = 1'-0" 3/8" = 1'-0" I ILLLI \ I ILLLI \ AT BLDG II ONLY AT BLDG II ONLY U BEDROOM 2 l�J _� BATH2 C JA 4 A5.64 B O Unit B1 - Note Plan O O BALCONY LIVING ROOM KITCHEN C la'_ 1" /rl TO CI 1 0 01 1 O \A AT BLDG I ONLY BEDROOM 1 II 26 II If W C O L B 4 A5.64 A cc 1 /4" — 1'-0" -E 1/2" 39'-2" (OS TO OS) 1/2" 12'-01/2" 15'-1" 12'-01/2" 5'-10" 6-21 /2" 1'4" 12'-5" V-4" 5'-91 /2" 6-3" 10 6'-7" 6'-0" 2'-6" N BALCONY LIVING ROOM to BEDROOM 2 BEDROOM 1 CV M CM 6o 31-6" 2'-01 /2" 4'-9" 2'-01 /2" 14'-71 /2" 1 12'-21 /2" M M 6A 1 1 /2" 2'-51 /2" T-81 /2" 21-8" 21-2 3/4" 2'-9114" '-8 3/4" 4'-3 3/4" 61 II °° C" I II N 3'-9" 3'-0112" N II I�--� — N I II III I L 71II l o I I �' WIC - F_ — — - 010 - N N KITCHEN O —� 1 10 L—! 5'-5" 73-;) 13'-4" M 5'-31 /2" T-711 6'-7" --- w o 5'-2" 6-01 /2" I �) o Y CN N --- T a BATH 1co CC U C?iV — O 0 J, 14'-511 24'-91' C A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 UNO. SEE UNIT PLANS FOR ALL WALLS TYPES WITHIN UNITS F TYPICAL EXTERIOR WALLS ARE WW-1 LINO G TYPICAL TENANT WALLS ARE WW-54 UNO H REFER TO A8.11 FOR STAIR PLANS, SECTIONS AND DETAILS KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK WI DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS 1 BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, 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 1 INT. LOAD BRIG. WALLS COOOD, W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS, FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11124/21 100% DD Set 12/23/21 ( Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit 131 Plans & Interior Elevations Unit B1 - Kitchen Elevation 3/8" = 1'-0" Unit B1 - Dimension Plan 1 /4" = 1'-0" UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NOWAIC GARAGE B1 1053 91 0 1151 28 A5.64 SHEET NOTES 132-ALT UNIT WITH SHARED BALCONY WALL AT 4TH F NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. T UNIT WITH SHARED BALCONY WALL 132-ALT UNIT AT 4TH FLOOR NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS, BALCONY O BEDROOM 2 O C A A5:65bkF 0 O Unit B2 -Note Plan 0 O LIVING ROOM III IL IIII Q 06 IF7 I I 1 II 10 Ol 29 III 11 -�- I 08 27 010 31 KITCHEN I C 1 IC O A5.65b A 1 >Y I \wI O O as BEDROOM 1 37'-2" (CL TO CL) 1/2" 37'-l" (OS TO OS) 1/2" A 1 l'-101 /2" 12'-61 /2" 12'-8" 71/2" 1V-3" 1'A" 5`-5" 5-9 1/2" 3'-7" 5'-8" 3'-5" , BEDROOM 1 N °O I `O BALCONY M N N LIVING ROOM p 5'-7 3/4" 6'-01 /2" co - Cn d. 132-ALT UNIT WITH SHARED BALCONY WALL AT 4TH FLOOR 37'-2" (CL TO CL) 1l2" 37'-1" (OS TO OS) 1/2" 1 11'-101/2" 12'-6 1/2" 12'-8" 71/2 l l'-3" 1' 4" 5'-5" 6-9 1/2" 6'-5" 6'-3" A BEDROOM 1 N N ro, �p BALCONY CV CV O M LIVING ROOM 5'-7314" 6-0 1/2" in B2-ALT UNIT WITH SHARED BALCONY WALL 37'-2" (CL TO CL) 1/2 37'-1" (OS TO OS) 1/2" 10 I l'-101 /2" Ile 12'-61 /2" 12'-8" 1' 2" 10'-81 /2" 114" 5'-5" ,, 5'-91 /2" 3'-7" 5'-8" ,, 3'-5" ol 1/2" 11'-10112" 10'-8112" BALCONY 6-0 1/2" 12'-4" N 1BEDRbOM 2 37'-2" (CL TO CL) 37'-l" (OS TO OS) 12'-61 /2" 1'4" 5'-5" 5-9 1/2" lo 04 N i 04 CV LIVING ROOM 12'-61 /2" 12'-8" 6'-5" 6'-3" 1/2" A O BEDROOM 11 Z2 4'-1 1/2" 1, T-91/2" 4'-31/2" M O O 24 (� II II II 18 II II � II WIC o r WIC - -' I allM 5'-61 /2" 3'-9" 3'-01 /2" 4'-101 /2" 2'-51 /2" 3'-81 /2" 1'-6" 1 11 6'-2" 6'-01 /2" 10 `� - — ;OA �_ J 18 II I N 0 21 I W I C N co rr> BATH 1 � 17 II- — j II Giix LEO (�cl� BATH 1 )a 01 N 13 14 20 BATH 2 ` Di0 FKITCHENJ O 0 I � m O M 1 r 5' 5" 3'-9" 3' 4" �' 3'-11 1l2" 3' 7" 5'-10" I co < Of o V Irk- - O 14'4" 11'-6 1/2" 1 V-21/2" , 19 Unit B2 - 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 UNO, 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 KEY NOTES 01 2x6 STUD WALL 02 LOW WALL 03 CHANGE IN FLOOR MATERIAL. PROVIDE FAIR HOUSING COMPLIANT TRANSITION PER ACCESSIBILITY DETAILS 04 BASEBOARD 05 PANTRY CABINET WITH SHELVING SYSTEM 06 SINGLE BOWL SS KITCHEN SINK W/ DISPOSAL 07 REFRIGERATOR 08 RANGE 09 DISHWASHER 10 BUILT-IN ISLAND: COUNTER @ 36" AFF SUPPORTED WI 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, 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 L:::::: INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 N D FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS LACED IN CORRIDOR PER SHEET A1.03 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON-AIC GARAGE B2 1061 80 0 1141 40 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 24/21 100% DD Set 23/21 il Owner Review Set 17/22 1 Permit Set A SHEET REVISIONS: DJECT NO. 4097 Apartments - Unit 132 Plans A5.65a 1 /4" = 1'-0" 1 /4" = 1'-0" C FILLER 11 ?0 18" REQ. 15" MIN. r N co 00 LU — 2 =O — o ' DB12 VSB21 DB12 PCB1882 24 O - FILLER Unit B2 - Bath 2 Elevation FILLER —' Unit B2 - Bath 1 Elevation W2442 W3624 W2142 W3024 W3342 `. MICROWAVE ' �k ,a' Imo' HOOD DISH WASHER RANGE FILLER 4 SB36 O DB21 B21 4FILLER FILLER � Unit B2 - Kitchen Elevation 0 M r FILLER I ILLGI% 0 0 w 14 13 OA 05 FILLER cc E 3/8" = 1'-011 3/8" = 1'-011 r ILLCIN FILLER 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 SHEETA5.81 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 '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 1 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 -A/C GARAGE B2 1061 80 0 1141 40 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIMITIONS- 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit 132 Interior Elevations A5.65b 3/8" = 1'-0" ( 15"MIN.co 00 15" MIN. ,18" REQ. o co VSB30 pB15 O VS620 0 FILLER A h-�17 04 Unit B3 - Bath 1 Elevation FILLER W2442 W3624 W2142 W3024 W3042 MICROWAVE \ ' a' `\I HOOD \1 � FILLER DISH WASHER RANGE SB36 DB21 B18 O FILLER FILLER Unit B3 -Kitchen Elevation BEDROOM 2 II II WIC 3 II---T— BATH 2 d �I C A 2 A5.66 III I\\O III I EO 0 LIVING ROOM C 1KITCHEN1 / 1 MIMI nl ^OrT FILLER 05 � FILLER W3342 W3624 / `\ 25cf REFRIG / / B21 PCB2196 4 O FILLER 10 ' A 010 3/8" = 1'-0" CL r NO RAILINGS ON FIRST FLOOR UNITS REAR PATIOS. BALCONY \VT o Io O WIC BEDROOM-1 Elm 2 M O U a 18" REQ. 15" MIN.00 T\ N \ 00 / / / bB12 VSB21 DB12 PCB1882 04 17 21 L(D FILLER Unit B3 - Bath 2 Elevation 1 ILLLI\ f ILLLI\ 3/8" = 1'-0" 40'-3" (CL TO OS) 3/8" = 1'-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 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 @ 367AFF SUPPORTED W/ 2 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2) 12- DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12- DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE 1 INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 3FORUME N M ARCHITECTURE & 10 0. 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 09/16/2022 Karen V McIntyre SET DISTRIBUTIONS: 11/24/21 100% DD Set 12123,121 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit B3 Plans & Interior Elevations Unit B3 - Note Plan Upper Floor Unit 1 /4" = 1'-0" I, 14'-4-1 26-101/2" I. Unit B3 - Dimension Plan Upper Floor Unit 1 /4" = 1'-011 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BYNAME A/C NON-AIC GARAGE B3 1117 84 1 1211 28 A5.66 SHEET NOTES 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY B4-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY 134-ALT UNIT AT 2ND FLOOR 37'-2" (CL TO CL) 37'-1" (OS TO OS) 1/2 1 V-101/2" 11'-10" 13'41/2" 3'-0" ,, 5'-8" , T-21/2" T-11" 5'-8" 2'-3" VA" 10'-101/2" BALCONY CV LIVING ROOM BEDROOM 2 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE II ONLY 37'-2" (CL TO CL) 1 2 37'-l" (OS TO OS) 1/2 1 V-101/2" 11'-10" IT-4 1/2" 5'-10" V 6-0 1/2" T-11" 5'-8" 2'-3" 1114" 10'-101/2" BALCONY CV ol 5'-91/2" 6'-3" Cl) ROOM BEDROOM 2 134-ALT UNIT AT 4TH FLOOR - BLDG TYPE I ONLY 37'-2" (CL TO CL) 1/2 37'-l" (OS TO OS) 1/2" 1 V-101/2" 11'-10"Le 13'-41/2" 5'-10" U-01/2" 6-9" 5'-1" 114" 10'-101/2" 1'-2" I BEDROOM 2 134-ALT UNIT AT 2ND FLOOR LIVING ROOM 37'-2" (CL TO CL) 6-9 1/2" -3" 1/2 37'-l" (OS TO OS) 1/2" I V-101/2" 11'-10" 13'-41/2" 5'-10" V 6-0 1/2" 1 6'-9" 5'-1" ,1'4" 10'-101/2" ti CV M BALCONY N M 5'-91 /2" 6'-3" 11 CVlo LIVING ROOM 12'4" 1 12'-61 /2" 1 12'-21 /2" <O CV 40 N M N _ BEDROOM 2 BEDROOM 1 5'-6112" T-9" 3'-01/2" 4'-101/2" 2'-51/2" T-81/2" �-211'-l01/4" V-6" T-13/4" 6'.01/2" CV ol M N N III I � IIII �" N II M II VVIC- � �� ;� of I II II I C� I I II L —_ � L T II II WIC M �' N M 2—_� BATH M II TIO 11---- � 77;�FIT-1 O T w5'-5" "' 3' 11 1/2" 3' 7" 5'-10" I o 5'-2" 6-0 1/2" L_ — to ( ) T cn o 401 BATH 1 o C --- M C%3 iv O 0 14'-4" 22'-9" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 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 L:::::: 1 INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 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 09/16/2022 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 - Unit B4 Plans Unit B4 - Note Plan Upper Floor Unit 1/4" = 1'-0" Unit B4 - Dimension Plan Upper Floor Unit 1 /41'= 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 B4 1039 11 1 1121 11 A5.67a SHEET NOTES FILLER W2442 i 18" REQ. 15" MIN. N o \ ao LU 0 U 0 04 17 DB�� OVS621 DB12 PCB1882 FILLER Unit B4 Bath 2 Elevation V ILLLn Unit B4 - Bath 1 Elevation W3624 W2142 FILLER 7 G W3024 W3342 CV MICROWAVE HOOD \ 11 �o DISH / WASHER RANGE 4 FILLER S636 O DB21 A B21 � FILLER Unit B4 Kitchen Elevation M r ILLLn :K tt n c a 3/8" = 1'-0" 3/8" = 1'-0" I ILLLI % 1 ILLLI 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 WAILS 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 W12 END PANELS & LOW WALL. CABINET AT OPENING. INSTALLATION SHALL BE STRUCTURALLY STABLE. 11 COUNTERTOP WITH 4" BACKSPLASH WHERE APPLICABLE PER OWNER 12 36" TUB WITH TILE SURROUND PER OWNER 13 SHOWER & ENCLOSURE WITH TILE SURROUND CENTERED ON SHOWER VALVE FOR LAYOUT PATTERN TO EXTEND UP TO 84" AFF. DOORS / BYPASS MUST BE SEMI -FRAMELESS 80" TALL. GC TO COORDINATE TILE LAYOUT & CONFIRM WITH OWNER. 14 GLASS SHOWER DOOR ENCLOSURE, REMOVABLE PER FHA 15 SHOWER HEAD MOUNTED @ 80" AFF 16 TUB CURTAIN ROD, COLOR AND STYLE PER OWNER 17 WATER CLOSET 18 VANITY SINK 19 GRAB BAR 20 30" CHROME TOWEL BAR, 48" AFF, LINO 21 TOILET PAPER HOLDER,19" AFF 22 LIGHT CENTERED ON SINK 23 FRAMED MIRROR, WIDTH TO MATCH VANITY, FRAME MATERIAL AND COLOR PER OWNER 24 LINEN CABINET WITH SHELVING SYSTEM 25 12" DEEP VINYL COATED WIRE SHELVING AT 72" AFF W/ HANGING ROD 26 (2)12" DEEP VINYL COATED WIRE SHELVING AT 40" & 80" AFF W/ HANGING ROD 27 16" DEEP VINYL COATED WIRE SHELVING AT 60" AFF 28 (5)12" DEEP VINYL COATED WIRE SHELVING SPACED AT 16", 29", 42", 56", & 70" AFF 29 LOWBOY WATER HEATER AND AHU ABOVE 30 WASHER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 31 DRYER LOCATION - OWNER (OR CONTRACTOR) FURNISHED AT LOCATION WITH DEVELOPMENT DUCT LENGTHS EXCEEDING 35' REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE 1 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 B4 1039 82 0 1121 15 U z FO UM 0 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.foru march itecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 1 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit B4 Interior Elevations 3/8" = 1'-0" A5.67b SHEET NOTES 11 18" REQ. 15" MIN. a �, � 00 Uj 0 M DB12 VSB21 DB12 PCB188211 04 LE 21 O FILLER Unit B5 - Bath 2 Elevation Unit B5 - Bath 1 Elevation FILLER W2442 W3624 l 1 DISH WASHER SB36 FILLER W2142 DB21 O W3024 W3342 / MICROWAVE ` HOOD RANGE i B21 FILLER FILLER Unit B5 - Kitchen Elevation Zo M a r - c cc FILLER 3/8" = 1'-0" 3/8" = 1'-0" FILLER I ILLLI\ Cal N NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. Unit B5 - Note Plan 1 /4" = 1'-0" ol 37'-2" (CL TO CL) 1/2" 3T-1" (OS TO OS) 1/2" 11'-101 /2" le 11'-101, V 13'-41 /2" 5'-10" 6-0 1/2" 6'-9" 5'-1" 11, 4" „ 1V-5" 7112" BALCONY N CV 5'-11/2" 6'-3" LIVING ROOM 0 12'-4" 12'-6 1/2" 12'-2 1/2" CV lo o FB_EQROO K BEDROOM 1 CV 1'-2" 1'-101/4" 6-61/2" 3' 9" 3'-01/2" 4' 10112" 2'-51/2" 3' 81/2' 1'-6"R T-1 3/4" 6-0 1/2" M M IL-- N— Ii ti II Cl) ` II WIC II II N II ' III I III - COAT M N c.I �� I 1 I oI 1 II II II II _ IF N BATH 2 I 73-� I3' 4" "' o 0 1 cn CM III II � III L� _7 N KITCHEN o 1 3'-11 112' 3'-7" 5'-10' f— T I I 11 II II WIC II I� — — — M �, 1 --� 6'-01/2" N_ N co — 010 00�M w-5'-5" o o o OU 5' 2" I _ _ �) N— N — T BATH 1 C�c --- O 14'-4" 22'-9" A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEET A5.81 FOR FINISH SCHEDULE, UNIT PLAN ELEVATIONS AND DETAILS D REFER TO SHEET A9.11 & A9.21 FOR DOOR & WINDOW SCHEDULES AND DETAILS E NON -BEARING INTERIOR WALLS WITHIN UNITS ARE WW-51 UNO, INTERIOR BEARING WALLS ARE WW-50 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 LEGEND WALL INDICATES SPECIFIC WALL TYPE 1 INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 AREA TABLE 7UNIT UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NON -A/C GARAGE B5 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.foru marchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 i SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02117/99 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Unit 135 Plans & Interior Elevations 3/8" = 1'-0" Unit B5 Dimension Plan 1 /4" = 1'-0" A5.68 'FILLER ' U 'iit C1 - Bath 2 Elevation N. ' co Unit C1 Bath 1 Elevation CV H co M FILLER W2442 W3624 W2142 W3024 W3042 \ / , MICROWAVE `\ ' HOOD l I — DISH WASHER ' SB36 DB21 FILLER HULK Q5 FILLER W3342 W3624 1 / r` \\ 10 \\ 25d REFRIG c \ B21 PCB2196 B24 B24 O 01 02 O 02 01 FILLER F.4,�F Unit C1 - Kitchen Elevation FILLER C a RANGE , B18 FILLER �w 3/8" = 1'-0" 1 /4" = 1'-0" N O O C1-ALT UNIT AT 4TH FLOOR NO RAILINGS ON FIRST FLOOR UNIT REAR PATIOS. BALCONY BEDROOM 2 O oil :. - .. CV � N 10 0 CV 0 M CV ti ti 25'-71/2" C1-ALT UNIT AT 4TH FLOOR r,`,\�Unit C1 - Dimension Plan O � BATH 2 C A 5 A5.69 Unit C1 - Note Plan 48'-2 7/8" PJ O LIVING ROOM C KITCHEN O BEDROOM 1 u Ee 1/4" = 1'-0" 01 48'-2 3/8" 1 /2" 6-1 5/8" 64' 12'-3 7/8" 12W 7/8" 11'-10" 10 114" 4'-2 7/8" 5'-5" 1'-4" 6-13/16" 6-611116" 6-10112" 5'-11 1/2" BALCONY 7 I � x _ N I WIC L- — — — — N BEDROOM 2 LIVING ROOM CV BEDROOM 1 M CV 1 V-51/2" 12'-5 7/8" 12'41 WIC �1 to 4'-10' 2'-51/2" T-8 3/8" 1'-6"S-03 2-10 3/4" 6-0 1/2" I I� Cl) r IIIIII CV BEDROOM 3 r II oI C II WIC] I KITCHEN �C14 10 A2 00 I 5 11-8" 234 5 4 6 N_ LAUX""y — — — 4 ( �) `o 1'-51/2" � I r 1// — CC N N M N _� 25'-71 /2" 22'-6 7/8" 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 LINO, 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 35REFER TO MECHANICAL PLANS 32 BALCONY RAILING PER ELEVATIONS 33 BALCONY T-BAR AT UPPER FLOORS LEGEND WALL INDICATES SPECIFIC WALL TYPE 1 INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS RECESSED ELECTRICAL PANEL, REFER TO ELECTRICAL PLANS 1 REMOVED FIRE EXTINGUISHERS IN UNITS. FIRE EXTINGUISHERS TO BE PLACED IN CORRIDOR PER SHEET A1.03 UNIT AREA TABLE UNIT NAME UNIT AREA IN SF TOTAL UNIT AREA IN SF UNIT TOTAL BY NAME A/C NON -A/C GARAGE C1 1289 66 0 1355 12 3FORUME ro a a ARCHITECTURE & a INTERIOR DESIGN, INC. C C rn .N m 0 237 S. Westmonte Drive, Suite 220 m Altamonte Springs, FL 32714 407.830.1400 v AR97193 www.forumarchitecture.com �i Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre ARnnl7m SET DISTRIBUTIONS: i 11/24/21 100% DD Set 1L 12123/21 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 /4" = 1'-0" UNIT FINISH SCHEDULE SHEET NOTES BD PER ASSEMBLY WATER RESISTANT CEMENT BD OR GLASS -MAT FACED GYP TILE BACKER BD IS REQUIRED BEHIND TILE AT WET AREAS TUB SURROUND PRE -ROCK ALL WALLS SURROUNDING TUB I SHOWER PER ASSEMBLY TUB Tub/Shower at All Adjacent Walls NTS LIGHT FIXTURE (ABOVE MIRROR) 46" HIGH MIRROR, WIDTH TO MATCH VANITY 0 VSB36 00 BATH WI TUB IN ADAPTABLE BATHROOMS Cabinets & Accessory Heights OUIS 24" CA O COUNTERTOP SECTION DETAIL ,Cabinet Blocking [detail FLOORING TRANSITION PER ID, COORDINATE LOCATION WITH POUR BREAK TO OCCUR ON UNDERLAYMENT SIDE LVT FLOORING CARPET AND PAD GYPSUM TOPPING GYPSUM ACOUSTICAL TOPPING 314"MIN `UNDERLAYMENT SUBFLOOR` WOOD POUR STOP OR MFR ACCESSORY METER ISOLATION IF PROVIDED, THE ACOUSTICAL UNDERLAYMENT NOT REQUIRED IN CARPETED AREAS Acoustical Underlayment Transition at Unit O CABINET BLOCKING DETAIL LO v in SHELVES AS NEEDED :T AS NEEDED JNTERTOP AS NEEDED �n ,ABINET SINGLE SHELF IN LAUNDRY & W/H 3" = 1'-0" VINYL COATED WIRE SINGLE SHELF VINYL COA WIRE SHEL\ W/ HANGING I CLOSETS 0 CD C, COAT CLOSETS FLOOR BASE WALL CEILING � o o z o w z o z w z Z ZE U z U (D Z z LL Z Y U) w g a *- U_ o o= cn �- Z 3: of w 0>- 0 z V Q a= F H z _ V � 0 0 p wU U, m zUj z QfZ 0JZMD_ZZ O m LU ZzX 0 a3 d ZwLU � 0 ZU AREA NAME 1 2 3 4 5 1 2 3 1 2 3 1 2 3 COMMENTS ENTRY 2 1 2 1 LIVING ROOM 2 1 2 1 DINING ROOM 2 1 2 1 KITCHEN 2 1 2 1 BEDROOM(S) 4* 1 2 1 BATHROOM(S) 2 1 2 1 LAUNDRY ROOM 2 1 2 1 MECH CLOSET 2 3 2 1 GARAGE 3 2 1 BALCONY 1 3 1 1 -SCHEDULE IS PRELIMINARY FOR PRICING. GC TO VERIFY ALL FINISHES, LAYOUTS & LOCATIONS WITH OWNER -ALL VINYL PLANK AND CERAMIC TILE INSTALLATIONS AT UPPER FLOORS TO BE INSTALLED WITH SOUND MAT UNDER GYPCRETE TESTED FOR STC/IIC RATINGS OF 50 OR BETTER ON ASSEMBLIES IDENTICAL TO SPECIFIED. ADDITIONALLY, IT IS RECOMMENDED THAT TILE BE INSTALLED ON A SURFACE SOUND MAT, LVT BE PROVIDED WITH AN INTEGRAL SOUND CONTROL BACKING. -REFER TO EXHIBIT H ON A1.06 FOR SPECIFIC FLOORING MATRIX -*REFER TO OWNER FOR ANY "SIGNATURE UNIT" FINISH UPGRADES AND QUANTITIES/LOCATIONS. CONTRACTOR TO COORDINATE SPECIFIC UNITS WITH OWNER WHERE LVT WILL BE UTILIZED IN LIEU OF CARPET AT BEDROOM AND BEDROOM CLOSETS, TO ACCOUNT FOR APPROXIMATELY 30% OF THE PROJECT UNITS. SHELF ONLY TO CLOSETS THAN 24" WITH 'ROVIDING LESS 32" CLEARANCE 3/8" = 1'-0" Enlarged Floor Plan at Second & Third Floor 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, LINO 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 INTO/THROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE. COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL DRAWINGS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING. REFER TO SECTIONS AND DETAILS N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION Q REFER TO SHEET A5.91 - A5.93 FOR COMMON & PUBLIC AREAS ACCESSIBILITY REQUIREMENTS DIAGRAMS KEYNOTES 01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT 4-1/2" AFF, LINO 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 r FIRE EXTINGUISHER IN CABINET, REFER TO FE GENERAL NOTES INT. LOAD BRG. WALLS COORD. W/ STRUCTURAL DRAWINGS FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarGhitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: W r PROJECT NO. 4097 F U Z Enlarged Plans, Unit Finish Schedule & Accessibility Details at Kitchen 3/4" = 1'-0" Enlarged Floor Plan at Fourth Floor 3/8" = 1'-0" Enlar at First Floor ed Floor Plan 3/8" = 1'-0" A5.81 SHEET NOTES CS C -r u 5/4X4 5/4X6 1 A6.61 .+ter-� m-'-�wiI� m m e�--r.�r=�-+-•� • _-�.1-.��-,C-i;�-�.-- �_����-s=r�-�_����__-_\I C n 0 I�h mill 1 101 01! �--ICI■III .._=�� ICI :: NMI Ron_ a ■■ Ip• C �� � ? � Illllllll_ = 1� �_ 11= L�_J � _� II- �IIIIII � = = ■ IC��-1 11- - 1 Elevation - Left Building Type I 2 A6.62 PANEL TRIM ABOVE. GC TO COORDINATE J 1 A6.62 3/32" = 1'-0" 5/4X6 5/4X4 9 Elevation - Right Building Type I .'IM1111mln.luu l r.uuoil nI'll =r=�_�.. .... .,...c.ruan ., .m..... .... ,.:.....1�1 ...... ..:.. u.. IP .-■�1�■Sil'_\I �A A . -i MI -\ - �.-■� LN I -_ ACC =_FF1 �_ C.®__ __ ®•• �_ __ ••.0 =_ �_ ❑CC � C■.0 = __ CC■ ❑__ _= C. C. s __ .C.. � C.�❑ __�_ �_ .C.. s;_ ■C C. � �_ CC CC 19 Elevation - Rear 041 —1151 ` 1071 5/4X8 ` -1081 ' —1071 5/4X6 ` 1061 1101 B --A09 151 `108 09 3/32" = 1'-0" 101 D 3R❑ 21'-81 IFIF 2ND FIN FLR 11L j Building Type 1 3/32" = 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 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 E KEYNOTES 01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 02 LOW ROOF WITH 5:12 SLOPE, UNO 03 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8 WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER. 04 ALUMINUM GUTTERS AND DOWNSPOUTS, COORDINATE DOWNSPOUT LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE SELECTED BY OWNER 05 DOWNSPOUTS OVER LOW ROOFS SHALL DISCHARGE IN THE DIRECTION OF SLOPE 06 FIBER CEMENT LAP SIDING PER ASSEMBLY, 6" REVEAL 07 FIBER CEMENT TRIM, SIZE AS INDICATED 08 FIBER CEMENT PANEL PER ASSEMBLY, WHERE INDICATED COVER AND SEAL SEAM WITH BATTENS, WHERE NOT INDICATED PROVIDE FLASHING PER MANUFACTURER 09 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 4/A6.61 11 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW 12 PREFABRICATED POWDER COATED ALUMINUM AWNING WITH INTEGRAL GUTTER AND ROD TIE -BACKS, CONTRACTOR TO COORDINATE AND PROVIDE BLOCKING FOR ALL CONNECTIONS, REFER TO DETAIL 11/A7.22, COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION DETAIL 13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS 14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS 15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO COORDINATE 17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR 1 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 TYPICAL TRUSS HEEL DIAGRAM J W W 2 Cn cI H REVISED ELEVATIONS - REPLACED SOME STONE VENEER WITH FIBER CEMENT SIDING. NOT CLOUDED FOR CLARITY. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www. fo r u m a rc h i to cfiu re . co m IMIM Zephyr Commons Apartments City of Zephyrhills, FL iMM 09/27/2022 I Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17122 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Exterior Elevations Elevation - Parking Side Building Type I 3/32" = 1'-0" A6.11 2 A6.61 MIRK wwwo 5/4X6 D 2ND FIN FLR E I evati on - Left Building Type II 3/32" = 1'-0" 1 2 A6.61 A6.62 SIM 5/4X6 5/4X4 D � Elevation - Right Building Type II EA661 SIM 2 A6.61 -i-�-- �� +Z-��-- -------• •� i•i•� ��-�Z�-••-ui----•----ice' �•*r�-_-�_sir�_�r_r-•�� ---t--•- -r- ,�.T �i •*��--� -� ------'-'--ice•--��-•----�--� �- �iy--L-i'r---• - -ZI-'�---- ----i�--Z ---.[--i�-r•�-•------•-y- -_ -r �� �ir�- -�. rrr�-■�r=-�-��_-�-'_ =��••�-�r� �-.ar=�����.-� �_�-�� �•-��;��._� _-rr�;��- .. ....r��.-��_yr� �•--'ryr�� ������'*. -�■-.�-�---��� � r�� • �-- yr, rz��,iz� �� .z.• ��.-s� ���- �.- ,�•-'_--�.�*� _rzr ���-.� �-�- :=-?�- -y.� �-.�� ��_'�y�.�.r.-.�yr :� �- r -�� - -tom ,��.�- �� - .as-r�r �_• ������r_ .�-� -z��-��r��_ '��r.•��--•��-���� a���--�-� Wig � � � �.�rz �. �s.�r3���.�'�'��e.�� 'C.-'r---- 1b. z .��er��r�y � -' : �,—.—,—„•����-�.� -r - ' � -�-' .�.�rC.•-�•.IZ• .4-- � 1 � �- �a��� .♦� ��-3-.r�� �_��������-rat ���._ �_� ___.� FEMM 11111 ONE I on a IEIINN N ow N MME law, NMI m "M N LEI N Is N 1 10-11- ! 5'op N1 =w I - 10-IN Imipmo-e 1 10 0 11 iii lirl I I MIM i- I I I fin! L UJILI-1 I 1 1-11 071 5/4X6 `--1061 `1 071 5/4X8 ' 1191 `-1 041 `1081 "-1151 `-1 071 5/4X4 '---A 061 `—] 101 B ' l 09 Elevation - Rear Building Type II 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 01 INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR 03 DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM 04 F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP BE GRAIN TEXTURE SIDING TO WOOD G ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT 41'-6 3/4" PLASTER TO BE BRUSH FINISH TEXTURE TRUE SS BRG H ALL EXTERIOR TRIM BANDS, FINISHES, AND COLORS TRANSITIONS TO 06 RETURN TO INTERIOR CORNERS, COLUMN TRIMS, FLASHING, ETC. TO BE CONTINUOUS AROUND ALL SIDES OF THE COLUMN / PILASTER, REFER 11 TO SECTIONS FOR FLASHING DETAILS, ALL EXTERIOR COLORS TO BE 32'-6 3/8" SELECTED BY OWNER, UNO 4TH� J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND 30'-8 7/8" SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, TRUE SS BRIG REFER TO ELECTRICAL DRAWINGS FOR DETAILS 08 K CONTRACTOR TO INSTALL ALL HANDRAILS AND GUARDRAILS WITH SOLID 07 5/4X6 WOOD BLOCKING AND SHALL BE MOUNTED ON FIBER CEMENT BLOCKING 21'-81/21' FOR FIBER CEMENT SIDING APPLICATIONS, HANDRAILS AND GUARDS 3R D FAN FLR SHALL MEET THE STRUCTURAL REQUIREMENTS AS NOTED IN 19'-11" SPECIFICATION SECTION 055213 TRUE SS BRG L CONTROL JOINTS TO BE INSTALLED AS INDICATED IN THE ELEVATIONS, 10 D PER SPECIFICATION SECTION 092400, PER ASTM C 1063 AND IN 09 MANUFACTURER RECOMMENDED LOCATIONS, INCLUDING TOP OF FINISH FLOOR AND AT SUBSTRATE CHANGES 10'-10 518" 2ND FIN FLR 9'--1 1_/8" ■ KEYNOTES TRUE SS BRIG 15 01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER V,En 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 WI 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" = 1'-0" 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 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 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 3/8" COLOR SELECTED BY OWNER, SUBMIT SHOP DRAWINGS FOR 4TH FIN FLR ARCHITECTURAL REVIEW AND COORDINATION OF WATER PENETRATION 30'-8 7/8" DETAIL TRUSS BRIG 08 13 THRU-WALL SCUPPER, REFER TO SECTION DETAILS 10 D 14 OVERFLOW DRAIN OUTLET NOZZLE, REFER TO PLUMBING DRAWINGS 2V-81/2" 15 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 3RD FIN FLR 19 16 EXHAUST VENT CAP, EXHAUST DISCHARGE SHALL TERMINATE NOT LESS TRUSS BRG US THAN 3 FEET IN ANY DIRECTION FROM OPENINGS (E.G. OPERABLE i WINDOWS AND DOORS) INTO THE BUILDING, FRESH AIR INTAKES SHALL 11 BE LOCATED 10 FEET AWAY FROM EXHAUST VENTS, CONTRACTOR TO - COORDINATE 10'-10 5/8" 17 BUILDING SIGNAGE TO BE DESIGNED BY OTHERS, COORDINATE 2ND FIN FLR ELECTRICAL REQUIREMENTS WITH SIGNAGE VENDOR / OWNER, PROVIDE 9'-1 1/8" SHEATHING AS REQUIRED BY SIGNAGE VENDOR AND CONFIRM EXACT TRUSS BRIG LOCATION WITH OWNER, VENDOR AND AHJ 18 ELEVATOR HOISTWAY VENT, REFER TO MECHANICAL DRAWINGS 19 EXHAUST VENT, REFER TO MECHANICAL DRAWINGS 3/32" = 1'-0" TYPICAL TRUSS HEEL DIAGRAM J W W 2 Cn M H REVISED ELEVATIONS - REPLACED SOME STONE VENEER WITH FIBER CEMENT SIDING. NOT CLOUDED FOR CLARITY. mFORUME a d ARCHITECTURE & a INTERIOR DESIGN, INC. C 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 09/27/2022 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 - Exterior Elevations Elevation - Parking Side Building Type 11 3/32" = 1'-0" A6.21 L -r 1 ii 5/4X6 08 07 5/4X4 07 5/4X6 08 15 O7 5/4X6 07 5/4X4 06 07 5/4X6 15 O Foam Band Detail SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES E ALL ROOF SLOPES TO BE 5:12, LINO, REFER TO ROOF PLANS FOR OTHER INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM F ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE 3112" 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, LINO r- J CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, p 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 O 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 0 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 5AX6 07 FIBER CEMENT TRIM, SIZE AS INDICATED 08 FIBER CEMENT PANEL PER ASSEMBLY, WHERE INDICATED COVER AND SEAL SEAM WITH BATTENS, WHERE NOT INDICATED PROVIDE FLASHING 5/4X4 PER MANUFACTURER 09 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 5/4X6 4/A6.61 11 42" HIGH ALUMINUM GUARDRAIL WITH VERTICAL PICKETS SPACED SUCH THAT A 4 INCH SPHERE CAN NOT PASS THROUGH, ALL ENDS ATTACHED TO WALL, REFER TO SPECIFICATION SECTION 055213, COLOR SELECTED 5/4X4 BY OWNER, CONTRACTOR TO SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW 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 5AX6 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 5AX4 5/4X6 5/4X6 5/4X4 5/4X6 5/4X6 5/4X4 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 0 SHEET REVISIONS: PROJECT NO. 4097 Apartments - Enlarged Exterior Elevations & Details Enlarged Elevation 3/8" = 1'-0" Enlarged. Elevation � Enlarged Elevation 3/8" = 1'-0" 3/8" = 1'-0" A6.61 OPPOSITE SIDE OF CORRIDOR �. Section Building Type I FOR RIDOR -6 3/4" USS BRG -6 3/8" 1 FIN FLR -8 7/8" USS BRG -81/2" D FIN FLR .11" USS BRG -10 5/8" D FIN FLR 1 1/8" USS BRG 0 3 %JUL#LIVII Building Type 1 3/32" = 1'-0" Section Building Type I UNIT UNIT UNIT UNIT 4 A8.01 I 41'-6 3/4" TRUSS BRG 32'-6 3/8" 4TH FIN FLR 30'-8 7/8" TRUSS BRG 21'-81 /2" 3RD FIN FLR 19'-11" TRUSS BRG 10'-10 5/8" 2ND FIN FLR 9'-1 1/8" TRUSS BRG 0'-0" 3/32" = 1'-0" J \\1` W W EA7.1 N -- _ 41'-6 3/4" —- TRUSS BRG © 11 UNIT '�RW-1 6 UNIT A7.11 © II <FW-1"> UNIT "C" IS FOR CORRIDOR I ENTRYI 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 AND WINDOW SCHEDULES E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL LOCATIONS F ALL EXTERIOR WALLS TO BE WW-1, UNO G ALL UNIT TO CORRIDOR WALLS TO BE WW-52, UNO H ALL INTERIOR BEARING / SHEAR WALLS TO BE WW-50, UNO J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS TO BE WW-51, UNO 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, LINO 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 0 KEY PLAN 4 1 4 1 0 TYPICAL TRUSS HEEL DIAGRAM U) z 0 J W Q W = W ti rn J W = Q� W OW.. 11 A7.11 SCALE MIR _ O, 32'-6 3/8" 3/4" =1' 0" 4TH FIN FLR V_( 10 A7.11 MIR OL 21'-81/2" 3RD FIN FLR j. 1 Q'-11" 'd,10'-10 3/32" = 1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830A 400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/19/2022 Karen V McIntyre A rtA/1A 7nA n SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type I - Building Sections Section Building Type I ENTRY 3/32" = 1'-0" A7.01 SHEET NOTES CORRIDOR CORRIDOR CORRIDOR L 3'-9", REFER TO DETAIL 10/A7.24 OPPOSITE SIDE OF CORRIDOR Section Building Type II "BS" IS FOR BLDG. SERVICES 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 d1'_E VA" J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS TO BE WW-51, UNO CORRIDOR ❑M B EL TRUSS BRG OL 32'-6 3/8" 4TH FIN FLR CORRIDOR OM © EL — —OL 30'-8 7/8" TRUSS BRG — _ 3RD FIN FLR CORRIDOR M © "M" IS FOR MECHANICAL EL 19'-11" TRUSS BRG 10'-10 518" OIL2ND - FIN FLR CORRIDOR EL 9'-1 1 /8" TRUSS BRG 4 A9.31 MIR ELEVATOR 10 A7.11 9)MIR 9 A7.11 Section Building Type II 2 A9.31 MIR 3/32" = 1'-0" 4 A8.01 w I w co CV _ 41'-6 3/4" - TRUSS BRG UNIT 4RW-1 © I ELE I UNIT _OIL 32'-6 3/8" 4TH FIN FLR 30'-8 7l8" TRUSS BRG �' UNIT 0 I I UNIT WW-52 _ OIL 21'-8112" 3RD FIN FLR 1Q'_11" UNIT �Fuu_t� II © �I I I� � UNIT of Igll� III o RISER) ELECTRICALS "C" IS FOR CORRIDOR _ 10'-10 5/8" 2ND FIN FLR Q'_1 1 /R" 3/32" = 1'-0" _ OL 41'-6 3/4" TRUSS BRG _ h 32'-6 3/8" 4TH FIN FLR 30'-8 718" TRUSS BRG _ L 21'-81/2" ' 3RD FIN FLR 19'-11" TRUSS BRG OL 10'-10 5/8" 2ND FIN FLR oL 9'-1 1/8" TRUSS BRG K ALL EXTERIOR TENANT SEPARATION WALLS TO BE WW-9 AND INTERIOR TENANT SEPARATION WALLS TO BE WW-54, UNO L RATED INTERIOR WALLS TO HAVE ALL OPENINGS PROTECTED WITH CONTINUOUS FIRE -RATED GYPSUM BOARD WRAPPED THROUGH OPENING, OR APPROVED FIRE PROTECTIVE, COORDINATE WITH MECHANICAL, ELECTRICAL AND DOOR DETAILS M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, REFER TO SECTIONS AND DETAILS N MAINTAIN MAX 2% SLOPE IN ALL DIRECTIONS AT BREEZEWAYS AND LANDINGS, UNO P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL WALL TYPES, SLOPES, SPOT ELEVATIONS ETC. Q ALL FIRE RATED WALLS SHALL BE PROTECTED WITH CONTINUOUS FIRE -RATED GYPSUM BOARD WRAP AROUND ALL SIDES AND AT ALL INTERSECTIONS WITH NON -FIRE RATED WALLS KEY PLAN 4 1 TYPICAL TRUSS HEEL DIAGRAM w w U) U7 H 0 z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarch itecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/19/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set_ 12/23/21 tOwner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Building Type II Building Sections Section Building Type 11 ENTRY 3/32" = 1'-0" A7.02 PRE ENGINEERED WOOD TRUSS RW-1 MINERAL WOOL FIRE URiir 10 1 VrrINU - 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ROOF PLANS UNIT � r_ Sta i t at C�E�, i n Ca 1 0 at Tsnant Wall DRAFTSTOPPING 1/2" GYPBD OR 7/16 EXT GRADE SHEATHING PER ROOF PLANS PRE ENGINEERED WOOD TRUSS RW-5 �Stair_at Ceiling Qa at Corridor 04 RW-5 RW-1 ATTI C STAI R FW-10 MINERAL WOOL FIRE CORRIDOR TWO-PIECE EXPANSION JOINT STAIR STAIR � �%� Floor at Stair & Corridor 1" = 1'-011 % at Door ATTIC EXT CORRIDOR 1" = 1'-0" BEAM PER STRL Floor at Exterior Wall FW-1 STAI R 10 CEILING PER ASSEMBLY MINERAL WOOL FIRE CORRIDOR STAIR K_ rA Floor at Stair & Corridor 1 if = 1'-0" at Mid Landing 1" = 1-011 Low Roof at Stair EXT Iv 00 saiOL TRUSS BRG 9'-1 1 /8" 1 if = 1'-0" UNIT Floor at Tenant & Stair CORRIDOR PER ASSEMBLY CORRIDOR 1 if = 1'-0" at Mid Landing 1" = 1'-0" (`,�F�Iop�ra�tT�en�an�t&St�efi at Landing UNIT CONCRETE SLAB 1 if = 1'-0" STAIR ----- �-- - - - -- �\ / VAPOR BARRIER � — `— — — — — — � PER SPECIFICATIONS SHEET NOTES 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 3FORUME a a m a 20 ARCHITECTURE & a INTERIOR DESIGN, INC. C 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.foru march itecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/27/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set i 12/23/21 Owner Review Set 02/17/22 Permit Set U Z 0 SHEET REVISIONS: PROJECT NO. Apartments - Wall Sections � 1 A7.13 4097 Low Roof at Stair 1 " = 1'-0" Base at Tenant & Stair SIh Stair Section 1 /4" = 1'-0" Stair Plan - Second Floor Plan Third Floor Similar 4 A8.11 10'-9" 1 3/4" 1 3/4" 2'-6 3/4" T-10 3/4" DO WW-25 0� o ' � p I� - - -- l II !III III II II li!I III III n i!I 1----------IUI -- -- �I 11 illl l II - — — — — — — — F�---__----III ill! ----------- �NII1111 lkI-_---__ � ----------- II I! III I -�r�- UP 6-0 1/4" IA 4'-61/4" --------1�7 -r--- ir--- cWW-_111�5--- 4'-4 3/4" 6-0 3/4" 13/4" 1 3/4" 1 /4" = 1'-0" M v M in c� uQl < Q 0 w N W 50 N _ 0 - U_ W 0 U) Z O✓ O U N LU O H O 0 J LL f-- LL CV LO 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 1REVISION 1 - INCLV!f TAIRWALL TO A 2-HOUFROMA PREVIOUSLY DNOT CLOUDED FO FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 0 0 09/27/2022 Karen V McIntyre AR0017018 0 E `0 AF�1:1 U Z 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 Building Type I & II - Stair Plans & Section Stair Section 1 /4" = 1'-0" Stair Plan - Fourth Floor Shown 1/4" = 1'-0" Stair Plan - First Floor Shown 1 /41'= 1'-0" A8.11 FIBER CEMENT LAP SIDING CONT SEALANT 1 1/2" DIA. ALUMINUM HANDRAIL TO RESIST 200 P.L.F. SELF ADHERING FLASHING BUILDING WRAP 1/4" 5/4 FIBER CEMENT CONT SEALANT FIBER CEMENT LAP SIDING Handrail Connection Plan View / at Fiber Cement Lap Siding BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING METAL FLASHING FIBER CEMENT STARTER PIECE GAP, NO SEALANT CONT SEALANT 1 1/2" DIA. ALUMINUM HANDRAIL TO RESIST 200 P.L.F. SELF ADHERING FLASHING 5/4 FIBER CEMENT TRIM CONT SEALANT FIBER CEMENT SIDING EXTERIOR SHEATHING PER ASSEMBLY 12" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL Z_ O z H Z cn LL = 0U_ w O za M O _ �- M O 0 yj RETURN HANDRAIL TO WALL 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 HANDRAI RETURN HANDRAIL TO WALL STAIR LANDING Handrail Extension 1 O at Bottom of Stair Run Adjacent to Wall 3" = 1'-0"C6 T-0" MIN FRONT OF STAIR NOSE TO INSIDE OF HANDRAIL RETURN HANDRAIL TO GUARD c� z U) J INTERIOR SHEATHING Z PER ASSEMBLY UJ 2x WOOD BLOCKING z 0 < o LL GC TO VERIFY /0 U- =) EXTERIOR SHEATHING J /� � U) z J O co 0 PER ASSEMBLY z �? 2 o 0 Cn N PRE -DRILL HOLES, FILL o LL M HOLES W/ SEALANT, PLACE w o SEALANT ON THREADS OF o FASTENERS PRIOR TO O° o INSTALLATION. TYP. o ~ FRAMING PER STRUCTURAL DRAWINGS Handrail Extension 3/4" = 1'-0" `� j at Top of Stair Run on Open Side 3/4" = 1'-0" 1" SQ PICKETS 0 LL -J z 0 J o0 �r <Of Z M U=' 2 0UJ 0 z 0 0 CV U _ SU LESS THAN 4" OPENING BETWEEN PICKETS OR BETWEEN PICKET AND ADJACENT WALL Guardrail Refer to Elevation for Specific Details 3" = 1'-0" GYPSUM CONCRETE METAL ANGLE WITH 1" STEEL NOSING, RADIUS -1/2" MAX. SQUARED NOSING PROHIBITED STEEL NOSE AND RISER PLA WELDED TO STRINGEI FIRE RATED GYPSUM BOARD Enlai at Nosing ed Detail 1 1/2" 3Q POST 1"SCIPICKET T4 3/4" 55 AT 4'- ".C, MAX(SPACE TWEEN MI)Sr BE <4" DEPTH OF TREADS MIN FROM FRONT OF NOSING TO OUTSIDE OF HANDRAIL 44" PRE -CAST CONj � 1) TREAD W/ (2) 3/8" DI g„ o J BOLTS ON EACH SID / z STRINGER PER STRUCTURA : ¢a `" CONT 2X8 WOOD NAILER RETURN HANDRAIL = STEEL CHANNEL /11 TO GUARD w o OUT -TURNED FLANGE , INTERIOR SHEATHING Z °o PAINT TO MATCH RAILING 21/4" MIN , PER ASSEMBLY ICO M o PRE -DRILL HOLES, FILL o �_ POLYMER KOROLATH SHIM— i HOLES WI SEALANT, PLACE -dM PER STRUCTURAL SIZE SEALANT ON THREADS OF TO CONNECTION AT META FASTENERS PRIOR TOLUTO CONC CONNECTION INSTALLATION. TYP. 0 LL i U SILL SUPPORT: STEE TREAD CONNECTION: � ANGLE M EXP ANCHOR 1 1/2" x 1 1/2" x 114" x 7" Z BOLT PER STRUCTURA ANGLE ON INSIDE FACE N Q OF EACH STRINGER Stair Landing at Upper Floors Stair Landin, at Upper Floors 3" 1'-0" 3" = 1'-0" SER 3ERS STEEL IAX. HIBITED )ARD LEAD 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11124/21 100% DD Set 12123/21 Owner Review Set IL 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Apartments - Stair Details Handrail Connection 12 Section View / at Fiber Cement Lap Siding 1'-0 3/4" = " Handrail Extension at Bottom of Stair Run to Open Side 3/4" = 1'-0" Stair at Ground Floor Stair Landin 4 1-1 /2" = 1'-0" at UDDer Floors 3" = 1'-0" A8.12 I EXTERIOR SHEATHI BUILDING WRAP FIBER CEMENT LAP SIDING SELF ADHERING FLASHING FIBER CEMENT STARTER STRIP METAL FLASHING GAP, NO SEALANT CONT SEALANT INTERIOR SHEATHING ? / WOOD FRAMING PER J STRUCTURAL DRAWINGS /-CONT SEALANT CV SELF ADHERING FLASHING TO EXTEND-� II 2 PAST END OF FIBER CEMENT TRIM _ CV 5l4 FIBER CEMENT TRIM � GAP, NO SEALANT C HEMMED METAL FLASHING CONT SEALANT CONT SEALANT AT ROUGH OPENING TO DOOR FRAME Door Head at Fiber Cement Lap Siding EXTERIOR SHEA BUILDING FIBER CEMENT LAP SELF ADHERING FLASHING TO E, 2" PAST END OF FIBER CEMENT CONT SE 5/4 FIBER CEMEN' CONT SE, CONT SEALANT AT F OPENING TO DOOR I BUILDING TURNED INTO OP Door Jamb at Fiber Cement Lap Siding 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 RAIL DRAWINGS kLANT ELECTED BY OWNER SLANT kLANT AT ROUGH TO DOOR FRAME 4EEDED,1/4" MAX -RAMS PER SCHEDULE 3" = 1'-V„ UNIT DOOR SCHEDULE SHEET NOTES MARK DESCRIPTION DOOR MATERIAL HDW NSF) RATING REMARKS TYPE SIZE MATERIAL INT/EXT LOCATION W H 1 EXT UNIT ENTRY 2P T-0" T-0" METAL WOOD A 21 45 MIN 6 2 EXT PATIO / BALCONY FG 3'-0" 6'-8" MTL /GLS METAL B 21 - 1,3 3 INT BEDROOM I 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 - 10 8 INT LAUNDRY 2P 2(2'-6") 6'-8" WOOD WOOD D - 0 BUILDING DOOR SCHEDULE - BUILDING TYPE MARK DESCRIPTION DOOR FRAME MATERIAL 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 3'-0" T-0" MTL/GLS METAL F 21 45 MIN 8,9 103 EXT SIDE ENTRY FG 3'-0" T-0" MTL/GLS METAL F 21 45 MIN 8,9 104 EXT STAIR (EXT) F T-0" T-0" METAL METAL J 21 90 MIN 105 EXT STAIR (EXT) F T-0" T-0" METAL METAL J 21 90 MIN 111 INT STAIR (INT) F T-0" 7'-0" METAL METAL K - 90 MIN 112 INT STAIR (INT) F T-0" T-0" METAL METAL K - 90 MIN 113 INT BOOSTER PUMP F 2(3'-0") T-0" METAL METAL G - 20 MIN 7 115 INT MECH F 3'-0" T-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") T-0" METAL METAL H - 45 MIN 7 2ND 121 INT STAIRS F 3'-0" T-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 T-0" T-0" METAL METAL G - 20 MIN 125 INT MECH F 3'-0" T-0" METAL METAL H - 20 MIN 3RD 131 INT STAIRS F T-0" T-0" METAL METAL K - 90 MIN FLOOR 132 INT STAIRS F T-0" 7'-0" METAL METAL K - 90 MIN 133 INT BUILDING SERVICES F 3'-0" T-0" METAL METAL G - 20 MIN 135 INT MECH F T-0" 7'-0" METAL METAL H - 20 MIN 4TH 141 INT STAIRS F T-0" 7'-0" METAL METAL K - 90 MIN FLOOR 142 INT STAIRS F 3'-0" T-0" METAL METAL K - 90 MIN 143 INT BUILDING SERVICES F T-0" T-0" METAL METAL G - 20 MIN 145 INT ELEV CLOSET F 3'-0" T-0" METAL METAL I - 20 MIN 146 INT MECH F T-0" T-0" METAL METAL H - 20 MIN 0 BUILDING DOOR SCHEDULE - BUILDING TYPE II MARK DESCRIPTION DOOR FRAME MATERIAL HDW AREA (SF) RATING REMARKS TYPE SIZE MATERIAL INT/EX T LOCATION W H 1ST 201 EXT BUILDING ENTRANCE FG 2(3'-0") 8'-0" MTL / GLS METAL E 24 45 MIN 1,7 FLOOR 202 EXT SIDE ENTRY FG T-0" T-0" MTL/GLS METAL F 21 45 MIN 8,9 203 EXT SIDE ENTRY FG T-0" T-0" MTL I GLS METAL F 21 45 MIN 8,9 204 EXT STAIR (EXT) F T-0" 7'-0" METAL METAL J 21 90 MIN 205 EXT STAIR (EXT) F T-0" T-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 T-0" 7'-0" METAL METAL K - 90 MIN 213 INT BOOSTER PUMP F 2(3'-0") T-0" METAL METAL G - 20 MIN 7, 10 215 INT MECH F 3'-0" T-0" METAL METAL H - 20 MIN 216 INT ELEC F 314" T-0" METAL METAL G - 45 MIN 217 INT ELEC F T-0" T-0" METAL METAL G - 45 MIN 218 INT RISER F 2(2'-6") T-0" METAL METAL H - 45 MIN 7 2ND 221 INT STAIRS F 3'-0" T-0" METAL METAL K - 90 MIN FLOOR 222 INT STAIRS F T-0" 7'-0" METAL METAL K - 90 MIN 223 INT BUILDING SERVICES F 3'-0" 7'-0" METAL METAL G - 20 MIN 225 INT MECH F T-0" T-0" METAL METAL H - 20 MIN 3RD 231 INT STAIRS F 3'-0" 7'-0" METAL METAL K - 90 MIN FLOOR 232 INT STAIRS F T-0" T-0" METAL METAL K - 90 MIN 233 INT BUILDING SERVICES F T-0" T-0" METAL METAL G - 20 MIN 235 INT MECH F 3'-0" 7'-0" METAL METAL H - 20 MIN 4TH 241 INT STAIRS F T-0" T-0" METAL METAL K - 90 MIN FLOOR 242 INT STAIRS F T-0" 7'-0" METAL METAL K - 90 MIN 243 INT BUILDING SERVICES F 3'-0" T-0" METAL METAL G - 20 MIN 245 INT ELEV CLOSET F T-0" T-0" METAL METAL I - 20 MIN 246 INT MECH F T-0" T-0" METAL METAL H - 20 MIN A TYPICAL DETAILS ILLUSTRATE ASSEMBLY OF MATERIALS TO ACHIEVE DESIGN INTENT AND MAINTAIN FIRE RATINGS AND WEATHER/AIR BARRIER REQUIREMENTS AS NECESSARY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONSTRUCTION ASSEMBLIES ALONG WITH STRUCTURAL AND ARCHITECTURAL PLANS TO DETERMINE ACTUAL DOOR FRAME THICKNESS REQUIRED IN ALL CONDITIONS B MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR DOORS TO BE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, UNLESS OTHERWISE DIRECTED BY THE OWNER AND APPROVED BY THE ARCHITECT. INSTALL WORK PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND ALL APPLICABLE CODES. C ALL EXTERIOR DOORS SHALL BE SEALED AND WEATHER STRIPPED. EXTERIOR DOORS SHALL COMPLY WITH THE STATE'S ENERGY CODE OR OTHER APPLICABLE STANDARD. 1 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 i 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 I 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 SIDELIG T 10 INTUMESCENT PAINT 1 HARDWARE A. UNIT ENTRY DOOR: 1. KEYED DEADBOLT - THUMBTURN INSIDE 2. LATCHSET: KEYED ENTRY - WITH LEVER HANDLE 3. HINGES: 1 PAIR 4" X 4" PAINTABLE SPRING HINGES AND % PAIR 4" X 4" PAINTABLE STANDARD HINGE. 4. KNOCKER / VIEWER. COORDINATE WI 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. BALCONY/PATIO DOOR 1. DEADBOLT - THUMBTURN INSIDE, BLIND OUTSIDE 2. LEVER STYLE LATCHSET: PASSAGE 3. HINGES:1 PAIR 4" X 4" PAINTABLE SPRING HINGES AND Yz PAIR 4" X 4" PAINTABLE STANDARD HINGE. 4. STOP: ADJUSTABLE DOME 5. SWEEPISEAL: 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 '/z PAIR 3'/i' X 3 Yz' 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 Y2 PAIR 3'/z" X 3'/" 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. 2. PULL AT EXTERIOR W/ MAGNETIC KEY 1 FOB 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 I BUILDING SERVICES / ELEC CLOSETS: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. PANIC HARDWARE 3. PASSAGE LATCH 4. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 5. BOTTOM SWEEP & DOOR SEAL 6. CLOSER H. RISER / MECH CLOSETS: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. PASSAGE LATCH 3. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 4. BOTTOM SWEEP & DOOR SEAL 5. CLOSER 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 WI 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'/2 PAIR 4X4 STANDARD HINGE 5. CLOSER 6. KICK PLATE 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 09/16/2022 Karen V McIntyre AOnn17010 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set _ 02/17/22 Permit Set 0 SHEET REVISIONS: a C M 4 C 0 E U 0 a a� L PROJECT NO. 4097 Apartments - Door Schedules & Details A9.11 MARK DESC TYPE W H HD HT (S REMARKS AA F 3 3'4" 6'-0" 8'-0" 18 SEE SHEET NOTE E SEE SHEET NOTE E * SEE ELEVATION FOR WINDOW HEAD HEIGHTS-1/A6.11 BUILDING WINDOW SCHEDULE - BUILDING TYPE II AREAREMARKS MARK DESC TYPE W H HD HT CC F 3 T-0" 6'-0" 8'-0" 18 SEE SHEET NOTE E DID F 4 3'-0" 3'-0" 9 SEE SHEET NOTE E BUILDING WINDOW SCHEDULE - BUILDING TYPE I UNIT WINDOW SCHEDULE WINDOW TYPES SHEET NOTES CONTINUED SHEET NOTES 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 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. 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. 1 K . WINDOW FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC C IF REQUIRED BY NOTE ON Al.02, WINDOWS SHALL BE IMPACT RATED AND MAY NOT REFLECT THE ACTUAL WINDOW PROFILE PER THE AND COMPLY WITH APPLICABLE CODE AND THE AHJ. 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 * SEE ELEVATION FOR WINDOW HEAD HEIGHTS-11A6,21 WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION D IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE PER SPECIFICATIONS AND DETAILS INDICATED ON THE DRAWINGS. CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. REFER TO THE DOOR AND WINDOW SHEETS FOR FIRE -RATED LOCATIONS. L THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL E GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED BY THE BUILDING SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS CODE, SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH RELATIVE TO THE CONDITIONS INDICATED AND AS NOTED ION THE THE BUILDING CODE AND CPSC 16 CFR 1201 OR ANSI Z97.1 AS SPECIFICATIONS. APPROPRIATE. REFER TO DOOR AND WINDOW SHEETS FOR HAZARDOUS LOCATIONS. F OPERABLE WINDOWS, WHERE THE OPENING OF THE SILL PORTION IS MORE THAN 72" ABOVE THE FINISHED GRADE AND LESS THAN 24" ABOVE THE FINISHED FLOOR SURFACE, SHALL HAVE WINDOW OPENING CONTROL DEVICES (WOCD) COMPLIANT WITH ASTM F 2090. BUILDING WRAP STONE VENEER MORTAR SETTING BED CEMENT PLASTER SCRATCH COAT MORTAR JOINTS LATH PER SPECIFICATIONS ASPHALT PAPER CONT SEALANT W/ BACKER ROD AS NEEDED HARD COAT FOAM BAND PER ELEVATIONS WI DRIP -SLOPE TOP 15" MIN SELF ADHERING FLASHING CASING BEAD GAP, NO SEALANT METAL FLASHING CONT SEALANT CONT SEALANT BEHIND WINDOW FIN Window Head at Stone Veneer & Foam Band EXTERIOR SHEATHING BUILDING WRAP STONE VENEER CEMENT PLASTER SCRATCH COAT MORTAR SETTING BED ASPHALT PAPER CONT SEALANT W/ BACKER ROD AS NEEDED LATH PER SPECIFICATIONS SELF ADHERING FLASHING CASING BEAD HARD COAT FOAM BAND PER ELEVATIONS CONT SEALANT W/ BACKER ROD AS NEEDED CONT SEALANT BEHIND WINDOW FIN Window Jamb at Stone Veneer & Foam Band WINDOW PER SCHEDULE SHIM AS NEEDED,1/4" MAX DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2" MIN. GAPS CONT SEALANT W/ BACKER ROD AS NEEDED CASING BEAD HARD COAT FOAM BAND PER ELEVATIONS SLOPE TOP 150 MIN SELF ADHERING FLASHING CONT SEALANT W/ BACKER ROD AS NEEDED ASPHALT PAPER LATH PER SPECIFICATIONS MORTAR SETTING BED MORTAR JOINTS CEMENT PLASTER SCRATCH COAT STONE VENEER BUILDING WRAP Window Sill at Stone Veneer & Foam Band i EXTERIOR SHEATHING BUILDING WRAP FIBER CEMENT LAP SIDING i EXTERIOR SHEATHING i SELF ADHERING FLASHING BUILDING WRAP \ / (PER FIBER CEMENT PANELMFR SELF ADHERING FLASHING TO EXTEND RECOMMENDATIONS) 2" PAST END OF FIBER CEMENT TRIM i EXTERIOR SHEATHING FIBER CEMENT PANEL -----.,,,FIBER CEMENT STARTER STRIP z HEADER PER STRUCTURAL DRAWINGS SELF ADHERING FLASHING TO EXTEND HEADER PER STRUCTURAL DRAWINGS GAP, NO SEALANT Z HEADER PER STRUCTURAL DRAWINGS 2" PAST END OF FIBER CEMENT TRIM INTERIOR SHEATHING INTERIOR SHEATHING METAL FLASHING INTERIOR SHEATHING CONT SEALANT SHIM AS NEEDED, 14'MAX SHIM AS NEEDED, 114" MAX SHIM AS NEEDED, 1l4" MAX 5/4 FIBER CEMENT TRIM \ SLOPE TOP AT 15" \ CONT SEALANT METAL FLASHING----_514 FIBER CEMENT TRIM z \ N METAL FLASHING N GAP, NO SEALANT ��� oo GAP, NO SEALANT CONT SEALANT AT ROUGH CONT SEALANT CONT SEALANT AT ROUGH CONT SEALANT CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME OPENING TO WINDOW FRAME OPENING TO WINDOW FRAME CONT SEALANT CONT SEALANT CONT SEALANT AT RETURN BEHIND WINDOW FIN CONT SEALANT AT RETURN BEHIND WINDOW FIN CONT SEALANT AT RETURN TO WINDOW FRAME TO WINDOW FRAME TO WINDOW FRAME WINDOW PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE Window Head ( � �W�ido�wHe ad 3" = 1'-0" v i at Fiber Cement Panel EXTERIOR SHEATHING BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) FIBER CEMENT PANEL OR SHEATHING SELF ADHERING FLASHING TO EXTEND 2" PAST END FRAMING PER STRUCTURAL OF FIBER CEMENT TRIM INGS CONT SEALANT \S NEEDED,1/4" MAX 5/4 FIBER CEMENT TRIM NG WRAP CONT SEALANT BEHIND WINDOW FIN SEALANT AT ROUGH NG TO WINDOW FRAME SEALANT AT tN TO WINDOW FRAME )W PER SCHEDULE 3" = 1'-011 CONT SEALANT AT SILL TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME WOODEN BACK DAM SELF ADHERING FLASHING, WRAPPED INTO ROUGH OPENING AND OVER WOODEN BACK DAM CONT SEALANT APRON & SILL SELECTED BY OWNER CONT SEALANT WOOD FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING EXTERIOR SHEATHING 3" = 1'-0" CONT SEALANT WITH BACKER ROD AS NEEDED 3" = 1'-0" INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL DRAWINGS SHIM AS NEEDED, 1/4"MAX L:LBUILDING WRAP, i FOLD INTO OPENING Window Jamb at Fiber Cement Panel WINDOW PER SCHEDULE SHIM AS NEEDED,1/4" MAX CONT SEALANT W/ BACKER ROD AS NEEDED DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2" MIN. GAPS 5/4 FIBER CEMENT TRIM SLOPE TOP AT 150 CONT SEALANT SELF ADHERING FLASHING TO EXTEND 2" PAST END OF FIBER CEMENT TRIM FIBER CEMENT PANEL BUILDING WRAP (PER FIBER CEMENT PANEL MFR RECOMMENDATIONS) EXTERIOR SHEATHING Window Sill at Fiber Cement Panel CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3" = 1'-0" CONT SEALANT AT SILL TO WINDOW FRAME CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME SELF ADHERING FLASHING, FOLD INTO OPENING 'CONT SEALANT APRON & SILL SELECTED BY OWNER CONT SEALANT i WOOD FRAMING PER STRUCTURAL DRAWINGS INTERIOR SHEATHING i 3" = 1'-0" 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 3" = 1'-0" INTERIOR SHEATHING WOOD FRAMING PER STRUCTURAL DRAWINGS i 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,1/4" MAX CONT SEALANT W/ BACKER ROD AS NEEDED DISCONTINUOUS SEALANT BEHIND WINDOW FIN, (2) 2" MIN. GAPS 5/4 FIBER CEMENT TRIM SLOPE TOP AT 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 at Fiber Cement Lap Siding CONT SEALANT AT ROUGH OPENING TO WINDOW FRAME CONT SEALANT AT RETURN TO WINDOW FRAME WINDOW PER SCHEDULE 3" = 1'-0" kLANT AT SILL )W FRAME kLANT AT ROUGH TO WINDOW FRAME IERING FLASHING, D OPENING kLANT SILL SELECTED BY OWNER kLANT AMING PER STRUCTURAL S SHEATHING 3" = 1'-011 ro FORUME 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.foru marchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set L 12/23/21 Owner Review Set 02/17/22 Permit Set Q SHEET REVISIONS: r PROJECT NO. 4097 F Apartments - Window Schedules & Details A9.21 MARK DESC TYPE W H HD HT NSF) REMARKS A SH 1 3'-0" 6-4' $'-0" 18 B SH 2 6'-0" 6-0" 8'-0" 36 C SH 1 2'-0" 4'4" 8'-0" 9 D SH 1 2'4" 4'-8" 8'-0" 12 MM ABBREVIATION LEGEND M FIRE PROTECTION GENERALDATA AC Air Condition(ed/er) FPM Feet Per Minute PLF Pounds Per Linear Foot AFF Above Finish Floor FR Fire Rated PLYWD Plywood AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PRE -EN Pre-engineered AHU Air Handler Unit Plaster PSF Pounds Per Square Foot ALT Alternate FRP Fiber Reinforced Panel PSI Pounds Per Square Inch ALUM Aluminum FRT Fire Retardant Treated P-T Post Tension APT Apartment FT Foot / Feet PT Pressure Treated Wood BALL Balcony FTG Footing PTAC Package Terminal AC BDA Bi-Directional Ampliflimtion FND Foundation PTD Painted System FOB Face of Beam PVC Poly Vinyl Chloride BFF Below Finish Floor FOS Face of Stud QT Quarry Tile BLDG Building GA Gauge RAD Radius BLKG Blocking GALV Galvanized RCP Reflected Ceiling Plan BM Beam GAR Garage REF Reference BR Bedroom GC General Contractor REFRIG Refrigerator BRG Bearing GLS Glass REINF Reinforce(ed/ing) BRZWY Breezeway GLZ Glazing REQD Required BTM Bottom GYPBD Gypsum Board RM Room B.O. Bottom of HC Hollow Core RO Rough Opening CAB Cabinet HB Hose Bibb IRS Rough Sawn CALL Calculation HDR Header RSC Rough Sawn Cedar CER Ceramic HDW Hardware SAN Sanitary CFM Cubic Feet Per Minute HORIZ Horizontal SC Solid Core CFS Clear Floor Space HR Hour SCH Schedule CIP Cast In Place HT Height SEP Separation CJ Control Joint HVAC Heating, Venting & AC SF Square Feet CL Center Line HW Hot Water S/F Storefront CLG Ceiling IBC International Building Code SGD Sliding Glass Door CLOS Closet ID Interior Design SHT Sheet CLR Clear IDF Intermediate Distribution SHTG Sheathing CMU Concrete Masonry Unit Frame SI Square Inches COL Column IIC Impact Insulation Class SIM Similar CONC Concrete IN Inch / Inches SOG Slab On Grade COND Condenser / Condensate INST Installation SP Spring Point CONT Continuous INSUL Insulation(ed) SPEC Specifications CORR Corridor INT Interior SPF Spruce -Pine -Fur CID Cement Plaster JB Junction Box SQ Square CPT Carpet JST Joist SS Stainless Steel CT Ceramic Tile JT Joint STC Sound Transmission Class CW Cold Water KDAT Kiln Dried After Treatment STD Standard D Dryer KIT Kitchen STL Steel DAS Distributed Antenna System LAM Laminate STO Storage DIA Diameter LAV Lavatory SW Shear Wall DIM Dimension LF Linear Feet SYM Symmetrical DN Down LGMF Light Gauge Metal Framing SYP Southern Yellow Pine DIN Dining LIN Linen T&B Top & Bottom DP Deep LR Living Room T&G Tongue & Groove DR Door LT Light TB Towel Bar DS Down Spout MAX Maximum TEMP Tempered DTL Detail MDF Main Distribution Frame THK Thick DW Dishwasher MECH Mechanical TPD Toilet Paper Dispenser DWG Drawing MEM Membrane TPH Toilet Paper Holder EA Each MEP MECH, ELEC, PLMG T.O. Top of ELEC Electrical) MFR Manufacturer(ed) TOS Top of Slab ELEV Elevation MIN Minimum TOFD Top of Floor Deck ENG Engineer(ed) MIR Mirror TRS Truss EOP Edge of Paver MISC Miscellaneous TS Tube Steel EOS Edge of Slab MPH Miles Per Hour TYP Typical EQ Equal MR Moisture Resistant UL Underwriters Laboratory EQWV Equivalent MTD Mounted LINO Unless Noted Otherwise EWC Electric Water Cooler MTL Metal VC Vinyl Covered EXP Expansion NFA Net Free Area VCT Vinyl Composite Tile EXT Exterior NUM/# Number VER Verify EXTG Existing NOM Nominal VERT Vertical FACP Fire Alarm Control Panel NRC Noise Reduction Class VIF Verify In Field FB Fire Blocking NTS Not To Scale VLT Vault FBC Florida Building Code OC On Center VWC Vinyl Wall Covering FD Floor Drain OCC Occupancy / Occupant W Washer FE Fire Extinguisher OFW Outside Face of Wall W/ With FF Finished Floor OH Overhang W/D Washer/Dryer Combination FFE Finished Floor Elevation OS Outside of Stud W/o Without FIN Finish(ed) OSB Oriented Strand Board WC Water Closet FJS Finger Jointed Studs PAN Pantry WD Wood FLR Floor PKG Package WDW Window FM Field Measure PLAM Plastic Laminate WIC Walk In Closet FOM Face of Masonry / Concrete PLB Plumb WH Water Heater FP Fire Protection PLMG Plumbing SYMBOLS LEGEND CENTERLINE OF BUILDING/OBJECT O 001 NUMBERED DOOR SYMBOLS 0.-a" ELEVATION TARGET, INDICATES HGT AFF I-� KEY NOTE WITH LEADER INDICATOR AREVISION DELTA CTITLE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT NOTE SHEET ON WHICH DETAIL APPEARS PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT '°'X•XXSHEET ON WHICH DETAIL APPEARS NOTE A ELEVATION: X DETAIL NUMBER AX XX DETAIL DIVISION SHEET ON WHICH DETAIL APPEARS ASSEMBLY TAG: WALL DESIGNATION 1, BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED BY THE BUILDING CODE, DESIGNED AND INSTALLED TO COMPLY WITH THE APPLICABLE NFPA STANDARD. 2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL, THE CONTRACTOR SHALL SUBMIT SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. PAINTING 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO, 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE PAINTED AS SPECIFIED, LINO. CABINETS & COUNTERTOPS 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C, MAX. OR 2 X 6 STUDS AT 24" O.C. MAX„ LINO. INSULATION 1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING MATERIALS WHICH COMPLY WITH REQUIREMENTS INDICATED INCLUDING R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF THE STATE ENERGY EFFICIENCY CODE. 2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. 3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. GYPSUM BOARD 1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR GYPSUM BOARD, LINO. 2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, LINO. 3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. PROVIDE TEXTURE FINISH AS SPECIFIED OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY THE OWNER. 4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 5. BASE FOR TILE: GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS, DISCRETE NONASBESTOS FIBER -CEMENT INTERIOR SUBSTRATE SHEETS OR NONASBESTOS FIBER -MAT REINFORCED CEMENTITIOUS BACKER UNITS IN COMPLIANCE WITH ASTM C 1178, C 1288 OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840 AND MANUFACTURER RECOMMENDATIONS. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840, 6. ALL GYPSUM BOARD USED IN NON -CONDITIONED AND/OR EXTERIOR CONDITIONS TO BE EXTERIOR GRADE GYPSUM SHEATHING BOARD, 5/8" THICK, LINO. 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. E 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. 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 DAS/BDA SYSTEMS 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. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, LINO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. 0 SITE WORK & FOUNDATION 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECT's ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO. SHEET INDEX ARCHITECTURAL SHEETS A17.01 Title Sheet, Drawing Index, Issue History & General Notes A17.11 Code Compliance, Life Safety & Construction Assemblies A2.01 Architectural Site Plan S17.31 General Structural Notes S17.32 Structural Sections & Details S17.33 Structural Sections & Details S17.34 Structural Sections & Details S17.35 Structural Sections & Details S17.36 Structural Sections & Details S17.37 Structural Sections & Details S17.38 Structural Sections & Details S17.39 Structural Sections & Details S17.41 Foundation Plan S17,42 Roof Framing Plan S17.43 Structural Sections & Details S17.44 Structural Sections & Details ARCHITECTURAL SHEETS A17.20 Architectural Slab Plan A17.21 First Floor Dimension Plan A17,22 First Floor Note Plan & Finish Schedule A17.23 Roof Plan A17.24 Florida Accessibility Code 2020 A17.25 _ Interior Elevations A17.26 Mailroom Interior Elevations A17.61 Exterior Elevations A17.71 Building Sections A17.72 Wall Details A17.73 Section Details A17.91 Door & Window Schedules & Details A17.92 Storefront Schedules & Details PLUMBING SHEETS P14.01 Site Plan Plumbing P18.10 Symbols, Abbreviations and General Notes - Plumbing P18.11 Plan Sanitary Plumbing 1 P18.12 _Floor Floor Plan Domestic Water Plumbing Al P18.13 Enlarged Restroom Plans Plumbing P18.14 Schedules Plumbing I PI r-18.15 Detal s umbing WEATHER/WATER INTRUSION PREVENTION MECHANICAL SHEETS 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 M15.01 Site Plan Mechanical OR AS OTHERWISE REQUIRED IF NOT INDICATED. - - M18.20 Symbols, Abbreviations and General Notes - Mecanical 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. - M18.21 Floor Plan Mechanical 0 DECAY & TERMITE PROTECTION M18.22 Schedules Mechanical M18.23 Details Mechanical 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 M18.24 Details Mechanical TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY M 18.25 Energy Calculations Mechanical 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 LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE ELECTRICAL SHEETS 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 E16.01 Site Plan Electrical SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE. E18.30 Symbols, Abbreviations and General Notes - Electrical _ 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION E18.31 Floor Plan Power & Systems 1 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 BYA LICENSED E18.32 Floor Plan Lighting PEST CONTROL COMPANY. E18.33 Riser Diagram Electrical 5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDEWALLS, E18.34 Fire Alarm Riser Diagram Electrical UNO. ---- E18.35 Schedules - Electrical 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 E18.36 Details Electrical ANCHORS TO BE COMPATIBLE. 7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR TERMITE INSPECTION, M BUILDING ADDRESS 1. BUILDING ADDRESS OR NUMBERS, AS APPROVED BY THE AHJ, SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE ADDRESS OR NUMBER IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. BUILDING ADDRESSES SHALL BE DETERMINED BY THE AHJ AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION REQUIREMENTS WITH AHJ. E FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS OTHERWISE REQUIRED BY THE AHJ. EXTINGUISHERS SHALL BE INSTALLED WITH THE TOP AT 41" MAX FROM THE GROUND. LIGHT HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. AND BE LOCATED PER FLOOR WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER. ORDINARY HAZARD AREAS: FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A:20-B:C, LINO. 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 MINIMUM RATING OF2A:10-B:C, UNO. 3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. Zephyr Commons Clubhouse City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new Clubhouse & Leasing Office LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.barney@jlceng.com ISSUE HISTORY 02/17/22 Permit Set 1 09115/22 VE & Coordination 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 09/16/2022 Karen V Mclntyr AR0017018 t • . • ,off ���•"'!IIIIJJ SET DISTRIBUTIONS: 11/24/21 100% DD Set L 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: $ PROJECT NO. Z 4097 Clubhouse - Title Sht, Dwg Index, Issue History & Gen Notes A17.01 C_O_NCRETE MASONRY UNIT WALL ASSEMBLIES TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE C°13 _ EXTERIOR FINISH PER ELEVATIONS: i i A. 5/8„ MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED B. MANUFACTURED STONE VENEER WITH GROUTED NON RATED i i i JOINTS i i i i CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO i PT 2x WOOD FURRING AT 24" OC MAX i CONTINUOUS PERFORATED RADIANT FOIL INSULATION i (1) LAYER 1l2" GYPSUM BOARD i EXT i INT TYPICAL AT INTERIOR WALLS ('> - — PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) LINO NON RATED PT 2x WOOD FURRING AT 24" OC MAX (1) LAYER 1/2" GYPSUM BOARD AT FINISHED SPACE INT INT TYPICAL AT INTERIOR NON -BEARING NON -RATED WALL (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NOW CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS NON -RATED CHASE / PILASTER) NON -RATED WOOD STUDS AT 24" OC MAX (NOT SHOWN) UNFACED BATT INSULATION BETWEEN CONDITIONED AND NON -CONDITIONED SPACES (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON - CONDITIONED SPACE) NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX INT OR HORIZONTALLY CAVITY INT TYPICAL AT INTERIOR BEARING NON -RATED WALL 4�0 (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 ROOF / CEILING ASSEMBLIES TYPICAL AT PITCHED ROOF <RW>2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: �� A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES NON -RATED ,,��' ROOF UNDERI AYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS (1) LAYER 1/2"1 (NOMINAL) WOOD STRUCTURAL PANEL ROOF SHEATHING PER STRUCTURAL DRAWINGS WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLANS) \ BLOWN OR BATT INSULATION OVER CONDITIONED SPACES (1) LAYER 1/2" MIN GYPSUM BOARD (EXTERIOR GRADE AT -- UNCONDITIONED SPACES) ;SEMBLY TAG _ INSULATION ASSEMBLY TYPE DESIGN INSULATION MIN VALUES W = WALL FOR ASSEMBLIES SCHEDULED F = FLOOR R = ROOF WITH INSULATION, TYPICAUUNO: R-11 MIN AT TENANT SEPARATION ASSEMBLY MATERIAL W WOOD R-13 AT 2x4 STUD FRAMING C = CONCRETE # S = STEEL R-19 AT 2x6 STUD FRAMING R-30 AT ATTIC ASSEMBLY NUMBER R-7.0 AT CMU I CONIC (WI FI-FOIL) GENERAL CODE REQUIREMENTS AUTHORITY HAVING JURISDICTION ZEPHYRHILLS, FL BUILDING DEPARTMENT (813) 780-0020 0 PROJECT INFORMATION 1 5 RESIDENTIAL BUILDING(S) 4-STORY WOOD FRAME WITH EXTERIOR LOAD BEARING WALLS 1 CLUBHOUSE BUILDING 1-STORY EXTERIOR LOAD BEARING MASONRY WALLS 1 POOL PAVILION 1-STORY CMU COLUMNS & WOOD FRAME WALLS 1 TRASH ENLOSURE w MAINTENENCE 1-STORY MASONRY WALLS BUILDING CODES FLORIDA BUILDING CODE - ACCESSIBILITY (FBC-A) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - BUILDING (FBC-B) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-EC) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - EXISTING BUILDING (FBC-EB) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - FUEL GAS (FBC-FG) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - MECHANICAL (FBC-M) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - PLUMBING (FBC-P) SEVENTH EDITION (2020) FLORIDA BUILDING CODE - RESIDENTIAL (FBC-R) SEVENTH EDITION (2020) FLORIDA FIRE PREVENTION CODE (FFPC) SEVENTH EDITION (2020) NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION LOCAL ORDINANCES AS APPLICABLE 0 FLORIDA WIND-BORNE DEBRIS REGION TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THIS PROJECT IS NOT LOCATED IN A WIND-BORNE DEBRIS REGION AS DEFINED IN CHAPTER 2 OF THE FBC. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADING REQUIREMENTS. OPENING PROTECTIONS ARE NOT REQUIRED TO COMPLY WITH FBC 1609.1.2. 0 ACCESSIBILITY REQUIREMENTS 1. IN BUILDINGS WITH FOUR OR MORE DWELLING UNITS AND AT LEAST ONE ELEVATOR, ALL DWELLING UNITS AND ALL PUBLIC AND COMMON USE AREAS ARE SUBJECT TO THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE FAIR HOUSING ACT (FHA). IN BUILDINGS WITH FOUR OR MORE UNITS AND NO ELEVATOR, ALL GROUND FLOOR UNITS AND PUBLIC AND COMMON USE AREAS ARE SUBJECT TO FHA'S DESIGN AND CONSTRUCTION REQUIREMENTS. SUCH REQUIREMENTS ARE BASED ON THE FHA DESIGN MANUAL, REVISED AS OF 1998. THESE UNITS ARE DESIGNATED "ADAPTABLE UNITS." MULTI -STORY UNITS IN BUILDINGS WITHOUT ELEVATORS, CARRIAGE UNITS, AND UNITS IN BUILDINGS WITH LESS THAN FOUR UNITS ARE NOT COVERED BY FHA. 2. COMMON USE AREAS, AS DEFINED BY FHA, ARE SPACES AND FACILITIES USED EXCLUSIVELY BY TENANTS AND THEIR GUESTS AND SHALL COMPLY WITH BOTH THE FHA AND APPLICABLE REFERENCES TO ICC/ANSI Al 17.1-2003, WHICH IS A SAFE HARBOR RECOGNIZED BY FHA. IF A LATER EDITION OF ICC/ANSI A117.1 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. EXIT MAIL r— i MECH / ELEC PACKAGE Clubhouse Life Safety Plan CLUBHOUSE CODE COMPLIANCE: CLUBHOUSE BUILDING REFER TO SHEET A2.01 FOR COMPLETE AREA CALCULATIONS C P S CCUPANCY(GROUPA-3) EP S RU TION TYPE: V-B I R D : NON-SPRINKLERED BUILDING AREA AND HEIGHT LIMITATION HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3) ALLOWED PROPOSED GROUP A-3: 50'-0" 22141 MAX NUMBER OF STORIES (FBC-B 504.4) GROUP A-3: 2 1 MAX BUILDING AREA (FBC-B 506.2.1) Per Calculation. 14,375 SF 9,087 SF FIRE PROTECTION (FBC-B TABLE 601 & 602): PRIMARY STRUCTURAL FRAME 0 HR 0 HR EXTERIOR BEARING WALLS 0 HR 0 HR INTERIOR BEARING WALLS 0 HR 0 HR EXTERIOR NON -BEARING WALLS 0 HR 0 HR INTERIOR NON -BEARING WALLS 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR INTERIOR FINISHES: CLUBHOUSE BUILDING GROUP A-3 (NONSPRINKLERED) CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENT WHERE REQUIREMENTS OVERLAP. DESCRIPTION FBC-B TABLE 803.11 FFPC 12.3.3 - NEW PROPOSED (GROUP A-3 SPRINKLERED) ASSEMBLY OCCUPANCIES ALLOWED ALLOWED INT EXIT STAIRWAYS, RAMPS A A OR B A & PASSAGEWAYS CORRIDORS & ENCLOSURE B A A FOR EXIT ACCESS ROOMS & ENCLOSED C A, B, OR C C SPACES 0 BUILDING AREA TABLE: CLUBHOUSE BUILDINGS AMENITY BLDG TYPES CLUBHOUSE A/C NON -A/C GROSS CLUBHOUSE BLDG TOTAL 7,598 1,489 9,087 FOCU ,I JAN / MECH 7 �__, 0 0 OCCUPANCY & MEANS OF EGRESS: CLUBHOUSE BUILDING SHEET NOTES OCCUPANCY LOAD (FBC-B TABLE 1004.5 & FFPC TABLE 7.3.1.2) SEE LIFE SAFETY SHEETS FOR CALCULATIONS A REFER TO SHEET Al7.01 FOR GENERAL NOTES ASSEMBLY (A-3) AREA / FLOOR AREA PER OCC. OCCUPANTS AMENITY 1,797 S.F.115 NET 120 B RATINGS SHOWN INDICATE REQUIRED SEPARATION RATINGS ONLY, REFER TO SHEET A17.11 FIRE -RESISTANCE RATING REQUIREMENTS FOR LOUNGE I RECEPTION 871 S.F. / 15 NET 59 BUILDING ELEMENTS AND SHEETS A17.11 AND A17.11 FOR ALL VERANDA 707 S.F. / 15 NET 48 CONSTRUCTION ASSEMBLIES, ASSEMBLIES REFERENCED WITHIN THESE FITNESS 1,843 S.F. / 50 GROSS 37 DOCUMENTS COMPLY WITH BOTH SETS OF REQUIREMENTS SPIN / YOGA 724 S.F. / 50 GROSS 15 C OPENINGS INTO AND THROUGH ASSEMBLIES RATED FOR SEPARATION ACCESSORY STORAGE SHALL BE PROTECTED AS NOTED ON A17.01, SPECIFICATION SECTION MECH / ELEC / JAN 236 S.F. 1300 GROSS 1 078413, AND PER CODE REQUIREMENTS BUSINESS (B) D SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR STANDPIPE AND CONFERENCE / FOCUS ROOMS 537 S.F./ 150 GROSS 4 HOSE CONNECTION DETAIL, COORDINATE LOCATIONS WITH LEASING I OFFICE / BREAK 554 S.F./ 150 GROSS 4 ARCHITECTURAL PLANS TRAVEL DISTANCE (FBC-B TABLE 1017.2 & FFPC 12.2.6.2) FBC-B ALLOWED FFPC ALLOWED PROPOSED OF SPRINKLER AREAS AND SPRINKLER SYSTEM TYPE EXIT ACCESS TO OUTSIDE OF BUILDING 200'-0" 200'-0" 109'-6" F LOCATE FIRE EXTINGUISHERS PER FLOOR AS SHOWN AND AS EXITING REQUIREMENTS FBC-B ALLOWED FFPC ALLOWED PROPOSED OTHERWISE NECESSARY SUCH THAT THE TRAVEL DISTANCE FROM ANY NUMBER OF EXITS 2 EXITS 2 EXITS 2+ EXITS POINT ON THE FLOOR TO THE NEAREST EXTINGUISHER IS WITHIN 75' G REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT PLUMBING FIXTURE COUNT: CLUBHOUSE BUILDING AND TWO-WAY COMMUNICATIONS SYSTEM LOCATIONS H CONTRACTOR SHALL COORDINATE WITH THE AHJ AND VERIFY WHETHER TOTAL OCCUPANTS 288 OCCUPANTS (ASSUMED 50% MEN / 50% WOMEN) SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM, FIRE SPRINKLER SYSTEM, AND FIRE SUPPRESSION SYSTEM FIXTURES COUNTS (FBC-P TABLE 403.1) CLUBHOUSE (A-3) TOTAL J REFER TO DOOR SCHEDULE FOR ALL RATED DOORS AND EGRESS REQUIRED PROPOSED HARDWARE INFORMATION MEN'S RESTROOM FIXTURES WATER CLOSETS 1 1 URINALS — 1 FIRE PROTECTION RESPONSIBILITY LAVATORIES 1 1 WOMEN'S RESTROOM FIXTURES THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE WATER CLOSETS 2 2 "ENGINEER OF RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL LAVATORIES 1 1 PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS OTHER FIXTURES WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS DEFINED BY THE F.A.C. 61 G15-32 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ELECTRIC WATER COOLER 1 1 HI-LO ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL THE CONTRACTOR SERVICE SINK 1 1 SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL. *THE REQUIRED POOL FIXTURES ARE LOCATED IN THE POOL PAVILION SET, UNDER DIFFERENT COVER E KEYNOTES 01 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS, GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS 02 KNOX BOX FOR EMERGENCY ACCESS BY FIRE DEPARTMENT TO ALL RESTRICTED ACCESS AREAS FOR THE PROJECT, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION WITH AHJ BUILDING EGRESS AND POOL BARRIER THE DESIGN AND ENGINEERING OF POOL(S), POOL FENCE/GATES, AND POOL DECK ARE NOT IN THE ARCHITECT'S SCOPE. ANY SUCH INFORMATION SHOWN WITHIN THESE DOCUMENTS IS SCHEMATIC AND SHOWN FOR LIFE SAFETY REVIEW BY THE AHJ AND FOR COORDINATION WITH THE POOL AREA DESIGNER(S). IF THE POOL DECK / POOL BARRIER ABUTS OR OTHERWISE INTEGRATES WITH THE BUILDING AND ASSOCIATED CIRCULATION, THEN THE FOLLOWING CONSIDERATIONS SHALL BE MADE BY THE OWNER, GENERAL CONTRACTOR, AND POOL AREA DESIGNER: REFER TO THE BUILDING'S LIFE SAFETY AND/OR ELECTRICAL PLAN INDICATING EXIT SIGNS. IF THE FENCING DESIGN ENCLOSES THE'EXITINTO THE POOL DECK, THEN THE POOL DECK SERVES AS PART OF THE MEANS OF EGRESS AND THE FOLLOWING CODE REQUIREMENTS SHALL APPLY TO THE POOL DECK: - ILLUMINATION LEVEL OF 1 FC MIN. SHALL BE PROVIDED OR AS OTHERWISE REQUIRED BY CODE. EMERGENCY LIGHTING WITH STANDBY POWER SHALL BE PROVIDED PER CODE. DISCERNABLE PATH OF EGRESS TRAVEL SHALL BE PROVIDED PER FITNESS LAWN I CODE. OUTDOOR GATES FROM SWIMMING POOL DECKS SHALL BE F- OLIT SWINGING AND PROVIDED WITH PANIC HARDWARE PER CODE. THE X w GATE AND ADJACENT FENCE SHALL BE DESIGNED SUCH THAT THE PANIC HARDWARE IS NOT ABLE TO BE REACHED THROUGH THE FENCE OR GATE PER CODE. PER CODE, WHERE AN ADJACENT DWELLING UNIT, SUCH AS A HOME, APARTMENT, MOTEL ROOM, OR HOTEL ROOM HAS OPERABLE WINDOW 26 2 OPENING DIRECTLY TO THE POOL ENCLOSURE AND THE SILL IS LESS THAN 72 48" AFF, THEY SHALL BE RESTRICTED TO LESS THAN 4" CLEAR OPENING TO MAINTAIN THE POOL BARRIER. DIRECT ACCESS FROM SAID DWELLING UNITS TO THE POOL ENCLOSURE SHALL BE THROUGH SELF -CLOSING, SELF -LATCHING LOCKABLE GATES OF 48" MINIMAL HEIGHT FROM THE FLOOR OR GROUND WITH THE LATCH LOCATED A MINIMUM OF 54" FROM THE BOTTOM OF THE GATE. PER CODE, DOORED ACCESS FROM THE CLUBHOUSE OR COMMERCIAL SPACE (NOT A DWELLING UNIT, SUCH AS HOME, APARTMENT, MOTEL ROOM OR HOTEL ROOM) MAY BE PERMITTED TO ACCESS THE POOL DECK PROVIDED THE DOOR MEETS THE SAME SELF -LATCHING, SELF CLOSING REQUIREMENTS AS A GATE. THE GENERAL CONTRACTOR SHALL FITNESS COORDINATE ANY ADDITIONAL REQUIREMENTS FROM THE AHJ, OWNER, AND MANAGEMENT COMPANY. 1843 50 37 THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEVIATIONS OF THE SHOWN POOL BARRIER AND BUILDING RELATIONSHIP SCHEMATIC, AND SHALL COORDINATE FOR ADDITIONAL REQUIREMENTS NOT SHOWN OR OTHERWISE INDICATED. NIGHT SWIMMING THE SITE LIGHTING DESIGN DOES NOT ACCOMMODATE FOR NIGHT SWIMMING. 11 11 i \ I 109'1 TRAVEL DISTANCE TO EXIT 01 I .ENTRY u 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 09/16/2022 Karen V McIntyre AR0017018 i M r 001 0 ,J` V SET DISTRIBUTIONS: 11124121 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: r PROJECT NO. 4097 U Z Clubhouse - Code Compliance, Life Safety & Assemblies A17.11 1 /8" = 1'-0" _., ui i� I i ii _ _ _ _ _ ,. __ __ _ _ _ _ -;. _ ;_ _ ._ _ - - .. .. __ .: I�N_Ih:l W�ffi� WI _ _ _ _ _ _._ �� d� � _� � _ ��. - --- ---- � � � _ ` .. �.-----�------ t � .. L.� �a.�—_�----��- - _. I L- ice... �dll�i�lal� ��1.�_�. . _��1��,� IhWV�uul,i�tllW , �1 Wl�u��. a . - ll� e�Jrm 3'-0" 1114" 2'4" -0'-2" T.O. SLAB d °° co M � 0' 0"_ 0 -0" 0'- " 0 F— N N ti W LU Cl)CL V 1 a o 2'-21/2" 4'-8" 3'-7" 4'-8" V-61/2" N 0 0'-0" 0 VARIES 00 0 M CV 3'-0" 1 V-4"T.O. SLAB 31.0" lo 17'-4" lo 1 - 1'.d" GC TO COORDINATE ALL FLOOR DRAINS AND FLOOR OUTLETS WITH ID PRIOR TO POURING SLAB. SHEET NOTES A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO STRUCTURAL DRAWINGS FOR FURTHER DETAILS C FIXTURES ARE SHOWN FOR GENERAL LOCATION ONLY D SMOOTH FINISH ALL INTERIOR SLAB SURFACES, BROOM FINISH ALL EXTERIOR SLAB SURFACES E TYPICAL SLAB HEIGHT V-011 UNO F DIMENSIONS SHOWN ARE TO EDGE OF SLAB, SLAB STEPS OR CHANGES IN SLOPE OF SLAB G TYPICAL SLAB OFFSET FROM FRAMING 1/2" UNO H CONTRACTOR TO FIELD COORDINATE RAIN CUT PER GARAGE DOOR WIDTH I CONTRACTOR TO ENSURE AN EVEN TRANSITION AT EXTERIOR DOOR THRESHOLD TO TOP OF PAVER CONDITIONS J CONTRACTOR TO COORDINATE ALL FLOOR DRAINS AND FLOOR OUTLETS WITH ID PRIOR TO POURING SLAB 0 KEY NOTES 01 FLOOR DRAIN - SLOPE SLAB TO DRAIN 1/8" PER FOOT 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS. 03 1/2" RAIN CUT 04 SIDEWALK AT STAIR LANDING PER CIVIL GRADING PLAN; 2% MAX. SLOPE FOR MIN 42" AWAY FROM STAIR 05 PER GC, WALK TO BE POURED SEPERATE FROM THE BUILDING BY THE SIDEWALK CONTRACTOR. PROVIDE 1/2" COMPRESSIBLE FILLER BETWEEN SLABS 0 LEGEND 7//,� INDICATES LEVEL SLAB TO SLOPED SLAB X777//INDICATES STEP IN SLAB 11 INDICATES PAVERS LOCATIONS INTERIOR LOAD BEARING FIRE RATED WALLS COORDINATE W/ STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID ® DATA/PHONE FLOOR OUTLET PER ID FRAMING OFFSET DETAILS EDGE OF FRAMING SHEATHING 11 EDGE OF SLAB EDGE OF FRAMING EDGE OF SLAB 1l aFORUME a o ARCHITECTURE & a INTERIOR DESIGN, INC. c c rn m 0 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 m www.forumarchitecture.com 6 N y Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set A SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - Architectural Slab Plan Enlarged Slab Control Plan Mail 1 /4„ = 1'-011 Slab Control Plan Clubhouse 1 /8" = 1'-0" Al 7.20 N SHEET NOTES C C 4441 All 11'4" 31'-4" 2914" 39'-4" 20'-0" 2-0" 29'-4" 3'-4" 22'-8" 3'-4" 5'-4" 8'-4" 10'-0" 9'-8" 6'-0" 4'-411 5'-8" 5'-8" 414" lo 10 CV O _ OOLT O CV d II � I T-2" 9'-2" 8'-8" 13'-6" 7'-6" 7'-6" 12'-6" o _ I II I o �t I II I II � II - II II M M o 60-8 7-91/2 9-51/2 40-0 I I I I `" II � 0 N N I 5'-21 /4"co I r M to 2'-$n 0 8'-6" 15'-11" — o_ LC) M C; I = I I ; i t I =' II ' LL — r----------1 I 'v 2'-01/41, .-jI o O > r 6'-0" 16'-4" r; T-41/2" 28'-8" `� t'-5 3/4" I 9'-5/2" 1 Nr 37'-4" °P �,00 o co N ElO N ��-_�-x M N - =_ __ CC) u O I � N ,�y��\ '� )) � El CV 0 2'-0" �_g= _ 1 — 2'-6 /4"'-0" M -2" 4' 9" n 1 1-64'-9" 13'-8" 13'-01 — — — n__ a0 7'-2" T-0112" 2'-8" 2'- " 23'-21/2" T-91/2" — N — rb I co — i O IF6- CV Q O x I-T 1 Cfl M, [0 /4" L 3'�1LO 2'_6 R�Q" J rr x J II II Q o co 10 Pk II II F N o M10 CD N T-4112" 6'-3112" BID 0? °° F 14' 2" T-6" T -6" 13'-0" CO O _ 04 = O T-0" 11'-4" 3' 0" N 7'-8" 7'-0" 3' 4° 22'-8" Ch 3'-4" 5'-10" 7'-8" 9'-6" 9'-0" 7'4" 4'-4" 5'-8" 5'-8" 4'-4" 17'-4" 10'-8" 14'-8" 29'4' 39'4" 20'-0" 131'-4" A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, LINO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS INFIELD PRIOR TO INSTALLATION N KEY NOTES 01 LOW WALL 02 2x8 WALL - REFER TO STRUCTURAL 03 HI/LOW WATER COOLER WITH BOTTLE FILL 04 COFFEE BAR PER ID /OWNER 05 WATER HEATER 06 MOP SINK 07 HVAC - REFER TO MECHANICAL PLANS 08 WALL HUNG ADA COMPLIANT LAVATORY 09 ADA COMPLIANT WATER CLOSET 10 WALL MOUNTED URINAL 11 30"x48" CLEAR FLOOR SPACE 12 36"x48" CLEAR FLOOR SPACE 13 60"40" CLEAR FLOOR SPACE 14 60" 0 CLEAR FLOOR SPACE 15 WALL MOUNTED SOAP DISPENSER, CONTROL MAXIMUM 48" AFF 16 TOILET PAPER DISPENSER 17 WALL MOUNTED DIAPER CHANGING STATION 18 COUNTERTOP UNDER MOUNT LAVATORY 19 42" GRAB BAR 20 36" GRAB BAR 21 COUNTERTOP PER ID 22 RESTROOM STALL PARTITION 23 FLOOR DRAIN - REFER TO PLUMBING, REFER TO SLAB CONTROL PLAN FOR SLAB SLOPES WJERE APPLICABLE 24 PRINTER 25 WORK COUNTER / DESK TO BE COORDINATED WITH ID 26 COUNTER WORK SURFACE, UPPER AND/OR LOWER CABINET PER INTERIORS - PROVIDE APPLICABLE ACCESSIBILITY REQUIREMENTS, COUNTER HEIGHTS AND MANEUVERING SPACE 27 MILLWORK PER ID / OWNER 28 4" STUD WALL 29 SINK 30 FEMININE NAPKIN DISPENSER 31 TILT MIRROR, BOTTOM OF REFLECTIVE SURFACE 40" MAXIMUM AFF 32 MIRROR - WIDTH TO MATCH COUNTERTOP 33 LIGHT FIXTURE 34 WALL MOUNTED HAND DRYER 35 PANTRY - PER INTERIOR DESIGN 36 UNDER COUNTER DISHWASHER 37 FINISHED END / SUPPORT PANEL 38 REFRIGERATOR LEGEND FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID IS DATAIPHONE FLOOR OUTLET PER ID U Z 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: PROJECT NO. 4097 Clubhouse - First Floor Dimension Plan First Floor Dimension Plan 1 /8" = 1'-0" A 17.21 0 FINISH SCHEDULE SHEET NOTES CAI -- L � I I 1 I kJ5 7 r 1b- 7 I MENS N121 211 1 WOMENS I I I ---- L 18 18 ----� 11 11 WC-17 _ � 22 12 16 10 09 22 11 i � 11 23 —i �I— 23 08 _ L — 08 \ \ 14 Fr 13 \� 20 /i \\ 20 11 � Enlaraed Restroom Plan 1 /4" = 1'-011 FLOOR BASE WALL CEILING 0 0 z z 0 a a v' d z d z «s xs CL w �7< Q ¢ O ~ O ~ o o U) m � m w W o a CD w n o o O LU 0 � ElfC) O w W P ¢ 03: -� P: = W O z 8 w d O>- z 0 X w3: 0 z AREA NAME 1 2 3 4 5 1 2 3 4 1 2 3 4 1 2 3 4 COMMENTS ENTRY PORCH 2 4 2 2 LOBBY / RECEPTION 4 1 1 1 3 LEASING OFFICES 1& 2 5 1 1 1 BREAK/WORK 4 1 1 1 MECH. ROOMS 2 1 1 1 CLUBROOM 4 5 1 1 3 1 3 TILE ACCENT WALLS PER ID CONFERENCE 5 1 1 1 FOCUS ROOMS 5 1 1 1 RESTROOMS 4 4 1 3 1 FITNESS 1 1 1 1 3 MIRROR ON WALLS PER ID SPIN / YOGA 1 1 1 1 MIRROR ON WALLS PER ID VERANDA 3 4 2 2 MAIL 2 4 2 2 PACKAGE 2 1 1 1 NOTES: ALL FINISHES PER ID CLOSET FINISHES TO MATCH THE ROOM THEY ARE IN, UNO ALL COLORS I TEXTURES PER OWNER SEALER IS RECOMMENDED AT ALL EXTERIOR LIGHTWEIGHT CONCRETE APPLICATIONS FOR ADDITIONAL WATERPROOFING - OPTIONAL SCHEDULE IS PRELIMINARY FOR PRICING. GC TO VERIFY ALL FINISHES. LAYOUTS & LOCATIONS WITH OWNER A REFER TO SHEET Al7.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES, C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, UNO E ALL INTERIOR WALLS TO BE WW-59, LINO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS IN FIELD PRIOR TO INSTALLATION KEY NOTES 01 LOW WALL 02 2x8 WALL - REFER TO STRUCTURAL 03 HI/LOW WATER COOLER WITH BOTTLE FILL 04 COFFEE BAR PER ID / OWNER 05 WATER HEATER 06 MOP SINK 07 HVAC - REFER TO MECHANICAL PLANS 08 WALL HUNG ADA COMPLIANT LAVATORY 09 ADA COMPLIANT WATER CLOSET 10 WALL MOUNTED URINAL 11 30"x48" CLEAR FLOOR SPACE 12 36"x48" CLEAR FLOOR SPACE 13 60"40" CLEAR FLOOR SPACE 14 60" QJ CLEAR FLOOR SPACE 15 WALL MOUNTED SOAP DISPENSER, CONTROL MAXIMUM 48" AFF 16 TOILET PAPER DISPENSER 17 WALL MOUNTED DIAPER CHANGING STATION 18 COUNTERTOP UNDER MOUNT LAVATORY 19 42" GRAB BAR 20 36" GRAB BAR 21 COUNTERTOP PER ID 22 RESTROOM STALL PARTITION 23 FLOOR DRAIN - REFER TO PLUMBING, REFER TO SLAB CONTROL PLAN FOR SLAB SLOPES WJERE APPLICABLE 24 PRINTER 25 WORK COUNTER / DESK TO BE COORDINATED WITH ID 26 COUNTER WORK SURFACE, UPPER AND/OR LOWER CABINET PER INTERIORS - PROVIDE APPLICABLE ACCESSIBILITY REQUIREMENTS, COUNTER HEIGHTS AND MANEUVERING SPACE 27 MILLWORK PER ID / OWNER 28 4" STUD WALL 29 SINK 30 FEMININE NAPKIN DISPENSER 31 TILT MIRROR, BOTTOM OF REFLECTIVE SURFACE 40" MAXIMUM AFF 32 MIRROR - WIDTH TO MATCH COUNTERTOP 33 LIGHT FIXTURE 34 WALL MOUNTED HAND DRYER 35 PANTRY - PER INTERIOR DESIGN 36 UNDER COUNTER DISHWASHER 37 FINISHED END / SUPPORT PANEL 1 38 REFRIGERATOR LEGEND FIRE EXTINGUISHER: IN SEMI OR RECESSED CABINET. FE REFER TO GENERAL NOTES. COORDINATE FINAL LOCATIONS WITH ID & FIRE MARSHAL INTERIOR LOAD BEARING WALLS COORDINATE WITH STRUCTURAL DRAWINGS ® FLOOR OUTLET PER ID IS DATA/PHONE FLOOR OUTLET PER ID FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 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: W r PROJECT NO. 4097 U Z Clubhouse - First Floor Note Plan & Finish Schedule First Floor Note Plan 1 /8" = 1'-0" Al 7.22 BUILDING: Clubhouse SHEET NOTES BUILDING: Clubhouse ATTIC SPACE: B REQUIRED NFA VENTILATION ' Attic area (Including Soffit): 4286 SF NFA required (Attic Area / 300): 14.29 SF Total required ventilation area in SI (Net Free Area X 144): 2058 SI REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D (40% OF 2058 ) TO (50% OF 2058) = 823 SI TO 1029SI PROPOSED UPPER VENTILATION ( 0) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = { 4) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = Upper Ventilation Provided: 'REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) > 2058 SI - 840 SI = PROPOSED LOWER VENTILATION MFR: Tamlyn Model: 2" Snapvent Total LF of soffit to be installed: Sq. In. NFA per LF of soffit: Lower Ventilation Provided: PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) 840 SI / 2058 SI = 40.82% PROPOSED LOWER VENTILATION % OF REQ'D , 1224SI / 2058 SI = 59.48% TI REQUIRED NFA VENTILATION ATTIC SPACE: Attic area (Including Soffit): NFA required (Attic Area / 300): Total required ventilation area in SI (Net Free Area X 144): REQUIRED UPPER VENTILATION (40% TO 50% OF TOTAL REQ'D tAn0/ nF 'An19 )Tn (F00/ nF *1n19 1 = 19nRCI TO 1 FnF zi PROPOSED UPPER VENTILATION 0 SI (0) 4 Ft Flamco Off -Ridge Vents X 138 SI/vent = 840 SI (6) 6 Ft Flamco Off -Ridge Vents X 210 SI/vent = 840 SI Upper Ventilation Provided: REQUIRED LOWER VENTILATION (TOTAL REQ'D-PROPOSED UNDER) 121 %I 3012 SI -1260 SI = PROPOSED LOWER VENTILATION MFR: Tamlyn Model: 2" Snapvent 136 LF Total LF of soffit to be installed: 9 / LF Sq, In. NFA per LF of soffit: 1224 SI Lower Ventilation Provided: 2064 SI PROPOSED UPPER VENTILATION % OF REQ'D 40%-50%) 1260SI / 3012 SI = 41.83% PROPOSED LOWER VENTILATION % OF REQ'D 175551 / 3012 SI = 58.27% E A REFER TO SHEET A17.01 FOR GENERAL NOTES S B REFER TO SHEETS A17.11 FOR CONSTRUCTION ASSEMBLIES 20.92SF 3012 SI C ALL ROOF SLOPES TO BE 4:12, U.N.O. D ALL ROOF OVERHANGS SHALL BE 2'-0", U.N.O. E ROOF VENTILATION CALCULATIONS BASED ON O'HAGIN FLAT TILE VENTS, ANY SUBSTITUTION TO BE SUBMITTED TO ARCHITECT PRIOR FOR APPROVAL OS F SOFFIT VENT MATERIAL TO PROVIDE MINIMUM NET FREE AREA AS 1260 S LISTED UNDER "LOWER PORTION REQUIRED" UNDER ROOF VENT CALCULATIONS 1260 SI G GUTTER AND DOWNSPOUTS LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY, AND LOCATIONS WI CIVIL. 1752S 0 KEY NOTES 01 ROOF PER ASSEMBLY 195 LF 02 GUTTER: ALUM SEAMLESS OGEE STYLE 9 / LF 03 SOFFIT STRIP VENTING. CENTER AS REQUIRED. 1755 SI 0 LEGEND l"_j 22"x36" 1-HOUR RATED ATTIC ACCESS PANEL W/ LOCK 3015 S� ¢—' DOWNSPOUT [0] OFF -RIDGE VENT KEY PLAN 06 C 0 N W C 0 U 7 2 a 0 C IQ 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 09/16/2022 Karen V McIntyre AR0017018 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 Clubhouse - Roof Plan Roof Plan Clubhouse 1 /8" = 1'-0" Al 7.23 SHEET NOTES v LJ A REFER TO SHEET A17.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES. C REFER TO SHEET A17.91 & A17.92 FOR DOOR, WINDOW, & STOREFRONT SCHEDULE AND DETAILS D ALL EXTERIOR WALLS TO BE WC-13, LINO E ALL INTERIOR WALLS TO BE WW-59, UNO F REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES, & DETAILS G REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION H CONTRACTOR TO COORDINATE ALL FLOOR OUTLETS INFIELD PRIOR TO INSTALLATION KEY NOTES 01 AUTH-FLORENCE FRONT LOADING MAILBOXES 28 x 4CADD-09 = 252 MAILBOXES & 56 PARCELS. MAILBOXES FOR ALL GROUND FLOOR UNITS ALL UNITS IN THE BUILDINGS HAVING ELEVATORS, AND ALL PARCEL BOXES SHALL BE INSTALLED / ASSIGNED SUCH THAT THEY ARE AT A HEIGHT LESS THAN 48" TO THE KEYLOCK, AS INDICATED ON THE DRAWINGS (WHILE MAINTAINING THE REQUIRED 15" MIN TO BOTTOM OF PARCEL BOXES AND 28" MIN TO BOTTOM OF MAILBOXES 02 DOOR PER SCHEDULE 03 WINDOW PER SCHEDULE 04 SOLID SURFACE COUNTERTOP @ 34" AFF. MINIMUM 36" LONG WITH HOLE AND TRASH BIN BELOW 05 FIBER CEMENT TRIM MAIL KIOSK 11® FORUME ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 AR97193 www.fo ru march itectu re. com Zephyr Commons Apartments City of Zephyrhills, FL 09/16/2022 Karen V McIntyre ARnnl7niu 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 Clubhouse - Mailroom Interior Elevations 1 Mailroom Interior Elevations 3/8" = 1'-0" Al 7.26 31/2' 31/2" 31/2' 31/2" CV N N LO t!� O O O O Foam Band Detail Al Left Side Elevation Clubhouse 12 08 04 05 5/4X6 01 TYP 10 B 03 09 05 5AX6 04 09 05 5/4X6 - 07 04 09 05 5/4X3 06 04 09 05 5/4X6 09 Rear Elevation Clubhouse Right Side Elevation Clubhouse 03 12 4� 1 /8" = 1'-0" _ 14'-0" TRUSS BRG 101 D 07 06 Vlf-301i in 1 /8" = 1'-0" 0'-0" Front Elevation 1 Clubhouse 1/8" = 1'-0" SHEET NOTES A REFER TO SHEET Al7.01 FOR GENERAL NOTES B REFER TO SHEET A17.11 FOR CONSTRUCTION ASSEMBLIES C REFER TO SHEETS A17.91 AND A17.92 FOR DOOR, WINDOW AND STOREFRONT SCHEDULES D ALL ROOF SLOPES TO BE 4:12, LINO, REFER TO ROOF PLANS FOR OTHER INFORMATION RELATED TO THE ROOF, REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM WATER SYSTEM E ALL FIBER CEMENT TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE F ALL CEMENT PLASTER TRIM TO BE SAND TEXTURE, ALL OTHER CEMENT PLASTER TO BE BRUSH FINISH TEXTURE G ALL EXTERIOR TRIM BANDS, FINISHES, AND COLORS TRANSITIONS TO RETURN TO INTERIOR CORNERS, COLUMN TRIMS, FLASHING, ETC. TO BE CONTINUOUS AROUND ALL SIDES OF THE COLUMN / PILASTER, REFER TO SECTIONS FOR FLASHING DETAILS, ALL EXTERIOR COLORS TO BE SELECTED BY OWNER, LINO H CONTRACTOR TO COORDINATE ALL EXTERIOR BUILDING LIGHTING AND SIGNAGE WITH ELECTRICAL DRAWINGS AND LOCAL REQUIREMENTS, REFER TO ELECTRICAL DRAWINGS FOR DETAILS I CONTROL JOINTS TO BE INSTALLED AS INDICATED IN THE ELEVATIONS, PER SPECIFICATION SECTION 092400, PER ASTM C 1063 AND IN MANUFACTURER RECOMMENDED LOCATIONS, INCLUDING TOP OF FINISH FLOOR AND AT SUBSTRATE CHANGES KEYNOTES 01 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 02 TYPICAL FASCIA TRIM: 5/4 X 8 FIBER CEMENT FASCIA BOARD OVER 2X8 WOOD SUB FASCIA W/ METAL DRIP EDGE AT ROOF PERIMETER. 03 ALUMINUM GUTTERS AND DOWNSPOUTS, COORDINATE DOWNSPOUT LOCATIONS WITH THE ROOF PLANS AND SITE CONDITIONS, COLOR TO BE SELECTED BY OWNER 04 CEMENT PLASTER 05 FIBER CEMENT TRIM, SIZE AS INDICATED 06 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 07 LIGHT FIXTURE 08 DECORATIVE FOAM TRIM BAND W/ HARD COAT 09 DOORS, WINDOWS, AND STOREFRONTS PER SCHEDULES 10 HARD COAT FOAM TRIM BAND WITH SMOOTH FINISH, REFER TO DETAIL 5/A17.61 11 FIBER CEMENT SOFFIT 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 0 SHEET REVISIONS: �=114 II '1'I Clubhouse Exterior Elevations A17.61 ASSEMBLIES; WEATHER/WATER INTRUSION PREVENTION GENERAL DATA TYPICAL AT EXTERIOR NON -RATED BEARING WALLS <WW>-6 _ EXTERIOR FINISH PER ELEVATIONS OVER s WATER -RESISTIVE BARRIER BUILDING WRAP): A. 7/8" MIN CEMENT PLASTER FINISH ON NON -RATED i i LATH WITH PAPER BACKING PER SPECIFICATIONS i (1) LAYER 112" MIN (NOMINAL) WOOD STRUCTURAL i PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS i WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS UNFACED BATT INSULATION AT CONDITIONED i i SPACES ' (1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON -CONDITIONED SPACE). OMIT IF WITHIN EXT - i INT CAVITY (SUCH AS NON -RATED CHASE / PILASTER) TYPICAL AT EXTERIOR NON -RATED WALLS - FINISH BOTH SIDES EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE BARRIER (BUILDING WRAP): A. 7/8" MIN CEMENT PLASTER FINISH ON METAL LATH WITH NON -RATED i r77i PAPER BACKING i i r i (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS i WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS EXT i i EXT (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE G13 - EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY r APPLIED NON RATED i B. MANUFACTURED STONE VENEER WITH i i GROUTED JOINTS i CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO PT 2x WOOD FURRING AT 24" OC MAX i i CONTINUOUS PERFORATED RADIANT FOIL INSULATION r i (1) LAYER 1/2" GYPSUM BOARD i EXT i L INT TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED I UNFINISHED SPACE C-16 1 EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NON RATED i B. MANUFACTURED STONE VENEER WITH GROUTED JOINTS OVER APPROVED FLUID -APPLIED WEATHER, i i i i RESISTIVE BARRIER i i CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO i t r PAINT FINISH AT EXPOSED SURFACES t i EXT i INT TYPICAL AT PITCHED ROOF RW-2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES NON -RATED ,��,��' -� �� ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS '� (1) LAYER 1/2"-5/8" (NOMINAL) WOOD STRUCTURAL PANEL ROOF SHEATHING PER STRUCTURAL DRAWINGS <1 WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLAN(S) ( BLOWN OR BATT INSULATION OVER CONDITIONED SPACES 1 , (1) LAYER 112" MIN. GYPSUM BOARD (EXTERIOR GRADE AT UNCONDITIONED SPACES) LINO BY OWNER / INTERIOR DESIGNER 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERNVATER-RESISTIVE BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED. 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED. M 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. PAINTING 1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE PAINTED AS SPECIFIED, LINO. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. CABINETS & COUNTERTOPS SITE WORK & FOUNDATION 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO. ABBREVIATION LEGEND AC Air Conditioned(er) FPM Feet Per Minute PRE-ENG Pre-engineered AFF Above Finish Floor FIR Fire Rated PSF Pounds Per Square Foot AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PSI Pounds Per Square Inch AHU Air Handler Unit Plaster P-T Post Tension ALT Alternate FRP Fiber Reinforced Panel PT Pressure Treated Wood ALUM Aluminum FRT Fire Retardant Treated PTAC Package Terminal AC APT Apartment FT Foot / Feet PTD Painted BALC Balcony FTG Footing PVC Poly Vinyl Chloride BFF Below Finish Floor FND Foundation QT Quarry Tile BLDG Building FOB Face of Beam RAD Radius BLKG Blocking FOS Face of Stud RCP Reflected Ceiling Plan BM Beam GA Gauge REF Reference BR Bedroom GALV Galvanized REFRIG Refrigerator BRG Bearing GAR Garage REINF Reinforce(edling) BRZWY Breezeway GC General Contractor REQD Required BTM Bottom GLS Glass RM Room CAB Cabinet GLZ Glazing RO Rough Opening CALC Calculation GYPBD Gypsum Board RS Rough Sawn CER Ceramic HC Hollow Core RSC Rough Sawn Cedar CFM Cubic Feet Per Minute HB Hose Bibb SAN Sanitary CFS Clear Floor Space HDR Header SC Solid Core CIP Cast In Place HDW Hardware SCH Schedule CJ Control Joint HORIZ Horizontal SEP Separation CL Center Line HR Hour SF Square Feet CLG Ceiling HT Height SGD Sliding Glass Door CLOS Closet HVAC Heating, Venting & AC SHT Sheet CLR Clear IBC International Building Code SHTG Sheathing CMU Concrete Masonry Unit ID Interior Design SIM Similar COL Column IN Inch/Inches SOG Slab On Grade CONC Concrete INST Installation SP Spring Point COND Condenser / Condensate INSUL Insulation (ed) SPEC Specifications CONT Continuous INT Interior SPF Spruce -Pine -Fur CORR Corridor JB Junction Box SQ Square CP Cement Plaster JST Joist SS Stainless Steel CPT Carpet JT Joint STC Sound Transmission Class CT Ceramic Tile KDAT Kiln Dried After Treatment STD Standard CW Cold Water KIT Kitchen STL Steel D Dryer LAM Laminate STO Storage DIA Diameter LAV Lavatory SW Shear Wall DIM Dimension LF Linear Feet SYM Symmetrical DN Down LIN Linen SYP Southern Yellow Pine DIN Dining LR Living Room T&B Top & Bottom DP Deep LT Light T&G Tongue & Groove DR Door MAX Maximum TB Towel Bar DS Down Spout MECH Mechanical TEMP Tempered DTL Detail MEM Membrane THK Thick DW Dishwasher MEP Mechanical, Electrical, TPD Toilet Paper Dispenser DWG Drawing Plumbing TPH Toilet Paper Holder EA Each MFR Manufacturer led) T.O. Top of ELEC Electric (al) MIN Minimum TOS Top of Slab ELEV Elevation MIR Mirror TOFD Top of Floor Deck ENG Engineer(ed) MISC Miscellaneous TS Tube Steel EOS Edge of Slab MPH Miles Per Hour TYP Typical EQ Equal MR Moisture Resistant UL Underwriters Laboratory EQUIV Equivalent MTD Mounted LINO Unless Noted Otherwise EWC Electric Water Cooler MTL Metal VC Vinyl Covered EXP Expansion NUM/# Number VCT Vinyl Composite Tile EXT Exterior NOM Nominal VER Verify EXTG Existing NRC Noise Reduction Class VERT Vertical FACP Fire Alarm Control Panel NTS Not To Scale VIF Verify In Field FB Fire Blocking OC On Center VLT Vault FBC Florida Building Code OCC Occupancy I Occupant VWC Vinyl Wall Covering FD Floor Drain OFW Outside Face of Wall W Washer FE Finish Elevation OSB Oriented Strand Board W/ With FF Finished Floor PAN Pantry W/D Washer/Dryer Combination FIN Finish(ed) PKG Package W/o Without FJS Finger Jointed Studs PLAM Plastic Laminate WC Water Closet FLR Floor PLB Plumb WD Wood FM Field Measure PLMG Plumbing WDW Window FOM Face of Masonry / Concrete PLF Pounds Per Linear Foot WIC Walk In Closet FP Fire Protection PLYWD Plywood WH Water Heater 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS, SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC, DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY, 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECT'S ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO. FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10, PORTABLE FIRE EXTINGUISHER 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. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 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 2AA O-B:C, UNO. 3, WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. 0 SYMBOLS LEGEND CENTERLINE OF BUILDING/OBJECT OD 00 NUMBERED DOOR SYMBOLS 01-o" ELEVATION TARGET, INDICATES HGTAFF n - KEY NOTE WITH LEADER INDICATOR AREVISION DELTA TITLE MARKER Q LETTERED WINDOW SYMBOL COMPLETE SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT AX.XX SHEET ON WHICH DETAIL APPEARS NOTE PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT AX•X SHEET ON WHICH DETAIL APPEARS NOTE A ELEVATION: X DETAIL NUMBER AX XX DETAIL DIVISION SHEET ON WHICH DETAIL APPEARS ASSEMBLY TAG: WALL DESIGNATION ,•4:I*161\tll ARCHITECTURAL SHEETS A19.01 Sheet Index, Code Compliance & General Notes A2.01 Architectural Site Plan STRUCTURAL SHEETS S19.30 General Structural Notes S19.31 Foundation & Roof Framing Plans S19.32 Structural Sections & Details S19.33 Structural Sections & Details S19.34 Structural Sections & Details S19.35 Structural Sections & Details S19.36 Structural Sections & Details S19.37 Structural Sections & Details S19.38 Structural Sections & Details S19.39 Structural Sections & Details ARCHITECTURAL SHEETS Al9.21 Plan, Elevations & Door Schedule_ _ Al9.22 Sections, Interior Elevations _& Details _ Al9.23 Florida Accessibility Code PLUMBING SHEETS P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing P14.01 Site Plan - Plumbing _ P19A1 Floor Plan.- Plumbing P19.41A Schedules & Details - Plumbing MECHANICAL SHEETS M15.00 Apartments Symbols, Abbreviations & General Notes - Mechanical M15.01 Site Plan - Mechanical M19.42 Floor Plan - Mechanical _ M19.42A Energy Calculations - Mechanical = ELECTRICAL SHEETS E16.00 Apartments Symbols, Abbreviations & General Notes - Electrical El6.01 Site Plan - Electrical _ E19.43 Floor Plan - Electrical E19.43A Riser & Schedules - Electrical CODE COMPLIANCE: POOL PAVILION OCCUPANCY TYPE UTILITY (GROUP U) CONSTRUCTION TYPE TYPE V-B FIRE SPRINKLER NONSPRINKLERED AREA & HEIGHT LIMITATION MAX HEIGHT (FBC-B 504.3) MAX NUMBER OF STORIES (FBC-B 504.4) MAXIMUM AREA PER FLOOR (FBC-B 506.2) BUILDING AREA TABLE: POOL PAVILION ALLOWED PROPOSED 40'-0" 20'-0" 1 STORY 1 STORY 5,500 S.F. 1,437 S.F. BUILDING TYPE POOL PAVILION A/C NON -A/C GROSS BUILDING TOTAL 0 1,437 1,437 PLUMBING FIXTURE COUNT: POOL PAVILION POOL SIZE (FBC-P TABLE 403.6) 0-2,500 S.F. FIXTURES COUNTS (FBC-P TABLE 403.1) POOL TOTAL REQUIRED PROPOSED MEN'S RESTROOM FIXTURES WATER CLOSETS 1 1 URINALS 1 1 LAVATORIES 1 1 WOMEN'S RESTROOM FIXTURES WATER CLOSETS 1 1 LAVATORIES 1 1 OTHER FIXTURES ELECTRIC WATER COOLER 1 HI-LO SERVICE SINK 1 Zephyr Commons Pool Pavilion City of Zephyrhills, FL PROJECT INFORMATION DESCRIPTION: Proposed new Pool Pavilion LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL PROJECT TEAM OWNER: SF Zephyr Commons Outparcels, LP 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401 678.977.3362 1 taddison@nadg.com ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC. 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.barney@jlceng.com ISSUE HISTORY 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set 1 09/15/22 _ VE & Coordination 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 09/19/2022 Karen V McIntyre AR0017018 APT IIISTRIRI ITIOKIR. 11/24/21 100% DID Set 12/23/21 Owner Review Set 02/17/22 , Permit Set A SHEET REVISIONS: PROJECT NO. 1•I Pool Pavilion - Title Sheet, Drawing Index & Issue History Al 9.01 BUILDING DOOR SCHEDULE - POOL PAVILION DOOR DESCRIPTION SIZE MARK FRAME HDW AREA RATING REMARKS TYPE MATERIAL MATERIAL (SF) INT/EX LOCATION W H T 401 EXT MENS 2P 3'-011 6'-811 METAL METAL A 20 1 402 EXT WOMENS 2P 3'-0" 6-8" METAL METAL A 20 1 403 EXT SERVICE CLOSET F 3'-0" 6'-8" METAL METAL B 20 2 DOOR TYPES DOOR HARDWARE 3 I i i F 2P FLUSH 2-PANEL DOOR REMARKS 1 INSULATED DOOR 2 SELF -CLOSING, SELF -LATCHING INSULATED DOOR A. RESTROOM DOORS: 1. DEADBOLT KEYED OUTSIDE, BLIND INSIDE 2. LATCHSET: PRIVACY LATCH. 3. HINGES: 1 % PAIR 3'/2" X 3'/2" PAINTABLE STANDARD HINGES. 4. STOP: SPRING DOOR STOP (TYPICAL); OR HINGE PIN DOOR STOP, ONLY IF REQUIRED BASED ON LOCATION. 5. BOTTOM SWEEP & DOOR SEAL 4. KICKPLATE B. SERVICE CLOSET: 1. DEADBOLT - KEYED OUTSIDE, BLIND INSIDE 2. LATCHSET: PASSAGE LATCH 3. (1) PAIR 4"x4" HINGES & 1/2 PAIR 4"x4" STANDARD HINGE 4. BOTTOM SWEEP & DOOR SEAL 5. CLOSER 6. KICK PLATE Rear Elevation Left Elevation 1/8" = 1'-0" I L— Enlarged Plan Restrooms Riaht Elevation 1 /4" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" G TYP 0 M II it - - -— — — — — — — — — — — — — — — — I II I it w I I I o I I I II I cl L I I - — — — — — — — — — — — — — — — — — — — — — — Roof Plan Pool Pavilion 1/8" = 1'-0" MOO 8 17 A19.21 7 <SERVICE CLOS'ET we-1s 19 14 �403 161 401 — — — — — — — — Li 15 12 WW-10 10 — — — — — — — — It WW 6 IF — I 402 �-- L LX 11 06 V -------- — — — — — — — — i W NS. 04 9 3 q2 5 A19.21 N.22) 22 A19.21 Note Plan 3 Pool Pavilion 1/8" 6514' 61-4" '-8" 49'-4" 1'-4" 1'4' 11-411 1' 4" 5'-01, 4'-11 1/2' 4'-8 1/2 14'-8" 14' 8" 14'-8" V-01/4" I 1"61'Y�11 7' 10112" ,93/4 38'-511 U CN Lof j II J co q !I � I I I y —I 6o 0❑L_� - ❑❑ ❑❑ FE11 2 ( Dimension Plan l Ll All 0'-1 1/2" T.O. PAVERS -0'-4 1/2" T.O. SLAB VVZ 11 All 4''-11 1 /2" 11'-01 /2'. 14'-8" 1 '_4" 14'-8" 1 l All 14' 8" 2'-0" 0'-01, T.O. SLAB r� o CV N y 6� I LO -0'-1/2" - _� `' co o rn Uj cz- SLOPE" �, 2 61/2" 1'-01/4" 0;0" T.O. PAVERS _ 0 3" 0. B -0'-112" R 5'-8" 2'-7" 38'-41/2" 2'-01 /2" - - - - 0'-0" 0'-0" 0'-01. 0'-01, 0'-1 1/2" T.O. PAVERS 0'-0" _r' I .U. JLAb 'r I .V. JLAt$ 'f I .U. JLAb 'r I .U. JLAtt I llA- __— '-r I.U..)LAb 'r I .V. ALlRb SHEET NOTES A REFER TO SHEET A19.01 FOR GENERAL NOTES AND CONSTRUCTION ASSEMBLIES B REFER TO SHEET A19.21 FOR DOOR SCHEDULE AND Al9.22 FOR DETAILS C ROOF SLOPE IS 4:12, UNO D ALL FIXTURES, APPLIANCES AND CONTROLS SHALL MEET ACCESSIBILITY REQUIREMENTS OF THE AHJ E REFER TO OWNER FOR AN, WI-FI, CCTV, ETC. GC TO COORDINATE FINAL APPROVALS FOR ALL FIXTURES F REFER TO ELEC & PLUMBING FOR ADDITIONAL REQUIREMENTS G PROVIDE SOLID BLOCKING FOR MOUNTING OF ALL FIXTURES & ACCESSORIES H REFER TO CIVIL AND OR LANDSCAPE ARCHITECTURE PLANS FOR ALL SIDEWALK LOCATIONS, ACCESSIBLE PARKING, PARKING COUNTS, DETAILS, AND BUILDING LOCATION J CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS K REFER TO CIVIL FOR FINAL FFE. REFER TO STRUCTURAL FOR FOUNDATION AND FOOTING INFORMATION. CONTRACTOR TO COORDINATE FINAL BFE WITH CIVIL & STRUCTURAL L FLOOR SHALL BE PAVERS EXCEPT FOR CONC. SLAB UNDER COUNTERTOPS. SLOPE PAVERS AT 1 % WHERE SHOWN. PROVIDE POOL DECK DRAIN(S) IF LOW SPOT IS CREATED BY POOL PAVERS M REFER TO INTERIOR DESIGN DRAWINGS FOR ALL CEILING HEIGHTS, ADDITIONAL WALL PROFILES & DETAILS 0 KEY NOTES 01 CMU WALL OR PIER., PER STRUCTURAL 02 GUTTERS: PROVIDE 6" A -STYLE ALUM GUTTERS AND ROUNDED DOWNSPOUTS. COLOR TO BE SELECTED BY OWNER. COORDINATE DOWNSPOUT LOCATIONS WITH ROOF PLAN AND SITE LOCATIONS 03 4" ROUND ALUMINUM DOWNSPOUT. COLOR PER OWNER 04 CONCRETE FOUNDATION & SLAB PER STRUCTURAL 05 ARCHITECTURAL ROOF SHINGLE SYSTEM PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 06 LOW WALL 07 CEMENT PLASTER 08 MANUFACTURED THIN STONE VENEER PER ASSEMBLY, COLOR SELECTED BY OWNER 09 DECORATIVE FOAM TRIM BAND W/ HARD COAT 10 COUNTERTOP - REFER TO I.D. 11 SINGLE BOWL SINK; ADA-COMPLIANT; PROVIDE ROLL -UNDER AT SINK (TOP OF COUNTER AT 34" ABOVE FLOOR) 12 UNDER COUNTER REFRIGERATOR 13 FIBER CEMENT FASCIA 14 MOP SINK 15 WATER HEATER 16 HI/LOW WATER COOLER 17 CONDENSING UNITS 18 60" 0 CLEAR FLOOR SPACE 19 30"x48" CLEAR FLOOR SPACE 20 48"x48" CLEAR FLOOR SPACE 21 54"40" CLEAR FLOOR SPACE 22 59"x60" CLEAR FLOOR SPACE 23 42" GRAB BAR 24 36" GRAB BAR 25 SOAP DISPENSER 26 TOILET PAPER DISPENSER 27 FEMININE NAPKIN DISPOSAL 28 WALL MOUNTED DIAPER CHANGING STATION 29 COUNTERTOP UNDER MOUNT LAVATORY 30 ADA COMPLIANT WATER CLOSET 31 WALL MOUNTED URINAL 32 MIRROR 33 COUNTERTOP - GRANITE OR SOLID SURFACE WITH BACKSPLASH 34 PAPER TOWEL/ WASTE RECEPTACLE 35 FLOOR DRAIN - SLOPE SLAB TO DRAIN 36 LIGHT FIXTURE 37 DOOR PER SCHEDULE 38 RAISED CEMENT PLASTER 6" BAND 39 TONGUE -AND- GROOVE CEILING 40 INTERLOCKING CONCRETE PAVERS 41 MINI -SPLIT UNIT 3FORUME ro m 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 09/19/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 100% DD Set 12/23/21 Owner Review Set 02/17/22 Permit Set SHEET REVISIONS: i I I PROJECT NO. 4097 Pool Pavilion - Plans, Elevations & Door Schedule Front Elevation 1/8" = 1'-0" Slab Plan Pool Pavilion 1/8" = 1'-0" Al 9.21 ASSEMBLIES PAINTING 71"ITIETTIM97.17-1 TYPICAL. AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE C13 T EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY 1 APPLIED NON RATED 1 t t t t t t t CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO PT 2x WOOD FURRING AT 24" OC MAX t t CONTINUOUS PERFORATED RADIANT FOIL INSULATION 1 t t� (1) LAYER 1/2" GYPSUM BOARD t t EXT 1 INT j TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED I UNFINISHED SPACE C••16 t t EXTERIOR FINISH PER ELEVATIONS: A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED NON RATED I t t t t t t t t , t t , t t t t CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO I t 1 t t PAINT FINISH AT EXPOSED SURFACES ! t EXT I INT TYPICAL AT PITCHED ROOF <RW>2 ROOFING PER PLANS, ELEVATIONS AND DETAILS: A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES NON -RATED ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING SYSTEM REQUIREMENTS (1) LAYER 1/7-518" (NOMINAL) WOOD STRUCTURAL PANEL ROOF SHEATHING PER STRUCTURAL DRAWINGS WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS WITH SLOPE PER ROOF PLAN(S) � 1 BLOWN OR BATT INSULATION OVER CONDITIONED SPACES (1) LAYER 1/2" MIN. GYPSUM BOARD (EXTERIOR GRADE AT -% UNCONDITIONED SPACES) UNO BY OWNER / INTERIOR DESIGNER 7i .\ DOOR SCHEDULE - AMENITIES BUILDING # O DOOR FRAME RATING HARDWARE REMARKS DESC. TYPE SIZE MATL. I MARK W H MATL. 1 EXT 2P T-0" 6'-8" MTL MTL 1 --- 2 EXT OH 9' 0" 7'-0" MTL MTL --- 2 --- DOOR TYPES 00�0 F70F=70 0�00 2P OH 2-PANEL DOOR OVERHEAD GARAGE DOOR DOOR HARDWARE 1 - DEADBOLT - KEYED OUTSIDE, BLIND INSIDE -PASSAGE LATCH - (1 1/2) PAIR 4"x4" SPRING HINGES - BOTTOM SWEEP & DOOR SEAL 2 -MANUFACTURER'S STANDARD HARDWARE -PROVIDE ELECTRIC GARAGE DOOR OPENER -PROVIDE GARAGE DOOR OPENER KEYPAD CONTROL ON EXTERIOR JAMB -PROVIDE GARAGE DOOR OPENER PUSHBUTTON CONTROL ON INTERIOR JAMB -PROVIDE MANUAL EXTERNAL EMERGENCY KEY RELEASE 1. REFER TO, AND COORDINATE WITH, INTERIOIFINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN PPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND OTHER REQUIREMENTS. 2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO. 3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS. 4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING. 5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE PAINTED AS SPECIFIED, UNO. CABINETS & COUNTERTOPS 1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1". 2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS. 3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT. 5. ALL WALLS I PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO. ABBREVIATION LEGEND AC Air Conditioned(er) FPM Feet Per Minute PRE-ENG Pre-engineered AFF Above Finish Floor FR Fire Rated PSF Pounds Per Square Foot AHJ Authority Having Jurisdiction FRCP Fiber Reinforced Cement PSI Pounds Per Square Inch AHU Air Handler Unit Plaster P-T Post Tension ALT Alternate FRP Fiber Reinforced Panel PT Pressure Treated Wood ALUM Aluminum FRT Fire Retardant Treated PTAC Package Terminal AC APT Apartment FT Foot / Feet PTD Painted BALC Balcony FTG Footing PVC Poly Vinyl Chloride BFF Below Finish Floor FND Foundation QT Quarry Tile BLDG Building FOB Face of Beam RAD Radius BLKG Blocking FOS Face of Stud RCP Reflected Ceiling Plan BM Beam GA Gauge REF Reference BR Bedroom GALV Galvanized REFRIG Refrigerator BRG Bearing GAR Garage REINF Reinforce(edling) BRZWY Breezeway GC General Contractor REQD Required BTM Bottom GLS Glass RM Room CAB Cabinet GLZ Glazing RO Rough Opening CALC Calculation GYPBD Gypsum Board RS Rough Sawn CER Ceramic HC Hollow Core RSC Rough Sawn Cedar CFM Cubic Feet Per Minute HB Hose Bibb SAN Sanitary CFS Clear Floor Space HDR Header SC Solid Core CIP Cast In Place HDW Hardware SCH Schedule CJ Control Joint HORIZ Horizontal SEP Separation CL Center Line HR Hour SF Square Feet CLG Ceiling HT Height SGD Sliding Glass Door CLOS Closet HVAC Heating, Venting & AC SHT Sheet CLR Clear IBC International Building Code SHTG Sheathing CMU Concrete Masonry Unit ID Interior Design SIM Similar COL Column IN Inch/Inches SOG Slab On Grade CONC Concrete INST Installation SP Spring Point COND Condenser I Condensate INSUL Insulation (ed) SPEC Specifications CONT Continuous INT Interior SPF Spruce -Pine -Fur CORR Corridor JB Junction Box SQ Square CP Cement Plaster JST Joist SS Stainless Steel CPT Carpet JT Joint STC Sound Transmission Class CT Ceramic Tile KDAT Kiln Dried After Treatment STD Standard CW Cold Water KIT Kitchen STL Steel D Dryer LAM Laminate STO Storage DIA Diameter LAV Lavatory SW Shear Wall DIM Dimension LF Linear Feet SYM Symmetrical DIN Down LIN Linen SYP Southern Yellow Pine DIN Dining LR Living Room T&B Top & Bottom DP Deep LT Light T&G Tongue & Groove DR Door MAX Maximum TB Towel Bar DS Down Spout MECH Mechanical TEMP Tempered DTL Detail MEM Membrane THK Thick DW Dishwasher MEP Mechanical, Electrical, TPD Toilet Paper Dispenser DWG Drawing Plumbing TPH Toilet Paper Holder EA Each MFR Manufacturer (ed) T.O. Top of ELEC Electric (al) MIN Minimum TOS Top of Slab ELEV Elevation MIR Mirror TOFD Top of Floor Deck ENG Engineer(ed) MISC Miscellaneous TS Tube Steel EOS Edge of Slab MPH Miles Per Hour TYP Typical EQ Equal MR Moisture Resistant UL Underwriters Laboratory EQUIV Equivalent MTD Mounted UNO Unless Noted Otherwise EWC Electric Water Cooler MTL Metal VC Vinyl Covered EXP Expansion NUM/# Number VCT Vinyl Composite Tile EXT Exterior NOM Nominal VIER Verify EXTG Existing NRC Noise Reduction Class VERT Vertical FACP Fire Alarm Control Panel NTS Not To Scale VIF Verify In Field FB Fire Blocking OC On Center VLT Vault FBC Florida Building Code OCC Occupancy / Occupant VWC Vinyl Wall Covering FD Floor Drain OFW Outside Face of Wall W Washer FE Finish Elevation OSB Oriented Strand Board W/ With FF Finished Floor PAN Pantry W/D Washer/Dryer Combination FIN Finish(ed) PKG Package W/o Without FJS Finger Jointed Studs PLAM Plastic Laminate WC Water Closet FLR Floor PLB Plumb WD Wood FM Field Measure PLMG Plumbing WDW Window FOM Face of Masonry / Concrete PLF Pounds Per Linear Foot WIC Walk In Closet FP Fire Protection PLYWD Plywood WH Water Heater 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER TRADES. DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT, 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7, DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOODIMETAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO. 8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING TO THE AHJ. 9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND AS REQUIRED BY THE AHJ. 11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AHJ. SITE WORK & FOUNDATION 1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS, SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC, DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECT's ON -SITE DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE. 4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO, WEATHER/WATER INTRUSION PREVENTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERNVATER-RESISTIVE BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED. 2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED, 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. FIRE EXTINGUISHERS 1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10• PORTABLE FIRE EXTINGUISHER 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, FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO. 3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE AHJ. SHEET INDEX ARCHITECTURAL SHEETS A20.01 Sheet Index, Code Compliance & General Notes A2.01 Architectural Site Plan 0 STRUCTURAL SHEETS S20.30 General Structural Notes S20.31 Foundation & Roof Framing Plans S20.32 Structural Sections & Details S20.33 Structural Sections & Details S20.34 Structural Sections & Details S20.35 Structural_ Sections & Details S20.36 Structural Sections & Details E ARCHITECTURAL SHEETS A20.21 Plans & Elevations �1\ A20.22 Section Details PLUMBING SHEETS Zephyr Commons Maintenance & Trash Compactor City of Zephyrhills, FL P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing P14.01 Site Plan - Plumbing P20.41 Floor Plan - Plumbing MECHANICAL SHEETS PROJECT INFORMATION M15.00 Apartments Symbols, Abbreviations & General Notes - Mech DESCRIPTION: Proposed new Maintenance Building and Trash M15.01 Site Plan -Mechanical --- Compactor Enclosure M20.42 Floor Plan - Mechanical LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL M20.42A Energy Calculations - Mechanical ELECTRICAL SHEETS PROJECT TEAM E16.00 Apartments Symbols, Abbreviations & General Notes_ Electrical _E16.01 Site Plan - Electrical OWNER: SF Zephyr Commons Outparcels, LP E20.43 Floor Plan -Electrical 400 Clematis Street, Suite 2011 West Palm Beach, FL 33401 --- 678.977.3362 1 taddison@nadg.com CODE COMPLIANCE: MAINT. BLDG & TRASH COMPACTOR OCCUPANCY TYPE UTILITY (GROUP U) CONSTRUCTION TYPE TYPE V-B FIRE SPRINKLER NONSPRINKLERED AREA & HEIGHT LIMITATION MAX HEIGHT (FBC-B 504.3) MAX NUMBER OF STORIES (FBC-B 504.4) MAXIMUM AREA PER FLOOR (FBC-B 506.2) ALLOWED PROPOSED 40'-0" 15'-0" 1 STORY 1 STORY 5,500 S.F. 880 S.F. BUILDING AREA TABLE: MAINT. BLDG & TRASH COMPACTOR BUILDING TYPE MAINTENANCE BUILDING & TRASH COMPACTOR ENCLOSURE A/C NON -A/C GROSS BUILDING TOTAL 293 587 880 SYMBOLS LEGEND CENTERLINE OF BUILDING/OBJECT Op OQ NUMBERED DOOR SYMBOLS 0101. ELEVATION TARGET, INDICATES HGT AFF I K 1 KEY NOTE WITH LEADER INDICATOR REVISION DELTA RA 'U TITLE MARKER O LETTERED WINDOW SYMBOL COMPLETE SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT • NOTE X SHEET ON WHICH DETAIL APPEARS PARTIAL SECTION: X DETAIL NUMBER LOCATION & DIRECTION OF CUT 'SAX SHEET ON WHICH DETAIL APPEARS NOTE A ELEVATION: X DETAIL NUMBER All(DETAIL DIVISION ' SHEET ON WHICH DETAIL APPEARS ASSEMBLY TAG: WALL DESIGNATION ARCHITECT: Forum Architecture & Interior Design 237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714 407.830.1400 1 kmcintyre@forumarchitecture.com STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC 2965 West State Road 434, Suite 100 1 Longwood, FL 32779 407.682.2086 1 cscroggins@scd-eng.com MEP ENGINEERS: Joseph, Lawrence, & Co, LLC. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714 321.972.4466 1 adam.barney@jlceng.com ISSUE HISTORY 02/17/22 Permit Set 09'15/22 VE & Coordination I L ARCHITECTURE & INTERIOR DESIGN, INC. 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 09/19/2022 Karen V McIntyre GFT nI,RTRIRI ITIf1N4- A SHEET REVISIONS: 'ROJECT NO. 4097 Title Sheet, Drawing Index & Issue History A20.01 N SHEET NOTES EXPANSO 4 PER HINC 4X4 HING GATE HINGE I OF 3 PERMAII` 2 PER MAN Gj �G�a e Attachment Details 1-1/2" = V-0" Wall Section 1 /8" = 1'-0" Al A11 _L �_Note Plan Rear Elevation Note Plan Front Elevation PER COMPACTOR MANUF. 1 /8" = 1'-0" -0" 1 /8" = 1'-0" & BRG 0 0 M TYP 0 M 5 A20.21 ,Note Plan 1 /8" = V-0" 29'4' 14'-8" 14'-8" v eo 00 0 o O O O \ Cl) 0 N O O O O I 7'4' * T4" I. T-0" t T-8" Dimension Plan 35'-4" O O O i i Ii iI 1 w j z S TOLU I) -1/2" a. � o J_ TO RAINCUT U w W — Cn O O I l O LU U a- 0 W I I 4-6" o 4-611 29'-4" 1 /8" = 1'-0" 6-0" CV in 41'-7 314" LANDING ,I d W 0 J co 0 Co 6'.0" A REFER TO SHEET A20.01 FOR GENERAL NOTES B REFER TO SHEETS A22.01 FOR CONSTRUCTION ASSEMBLIES C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT D ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION E VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS F ALL COLORS TO BE SELECTED BY OWNER G STUCCO TO BE ASTM C926, 5l8" MIN. THICKNESS, PAINTED. COVERAGE AT EXPOSED SURFACES ONLY. KEY NOTES 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL CONNECTIONS & STRUCTURAL FASTENERS PER MFR's SPECIFICATIONS. VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION - TRASH COMPACTOR CONTAINER TO BE A SELF-CONTAINED AND LEAK PROOF SYSTEM 02 5/8" FIBER REINFORCED TEXTURED CEMENT PLASTER WITH SAND FINISH ACCENT BANDS AS SHOWN 03 PAINTED CEMENT PLASTER CAP W/ 1/4" SLOPE 04 1 1/2" STEEL HANDRAIL AT 36" AFF 05 PAINTED STEEL GUARDRAIL WI PICKETS. TOP RAIL AT 42" AFF, BOT RAIL AT 2" MAX AFF, 4" MAX. PICKET SPACING 06 6" DIA CONCRETE FILLED 42" HIGH BOLLARD. SEE STRUCTURAL FOR FOOTING DETAILS 07 REQUIRED 60" DIA TURNING SPACE 08 TRASH CHUTE OPENING. COORDINATE LOCATION WITH TRASH COMPACTOR MFR 09 8 YARD RECYCLING DUMPSTER. DUMPSTER MUST BE ACCESSIBLE BY A FRONT LOAD REFUSE TRUCK 10 SWING GATE W/ DROP PIN. CONSTRUCTED OF MIN 1 1/2" DIAMETER GALVANIZED TUBULAR STEEL W/ PRIVACY -TYPE SLATS INSERTED IN GAAVANIZED STEEL MESH FABRIC, HINGE -MOUNTED ON MIN 3" DIAMETER GALVANIZED STEEL POST. DROP PIN TO BE 1/2" DIAMETER AND 18" LONG METAL ROD GATE LATCH. GATES AND POST CONSTRUCTED AND INSTALLED BY LICENSED FENCE CONSTRUCTOR. 11 MINI SPLIT UNIT 12 CONDENSING UNIT 13 DOOR PER SCHEDULE 14 RAISED CEMENT PLASTER 6" BAND 15 ARCHITECTURAL ROOF SHINGLE PER ASSEMBLY, COLOR TO BE SELECTED BY OWNER 16 3"X4" RECTANGULAR ALUMINUM DOWNSPOUT, LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE CAPACITY AND LOCATIONS WITH CIVIL, DOWNSPOUTS TERMINATE TO SPLASH BLOCK AWAY FROM BUILDING. COLOR SELECTED BY OWNER 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 09/16/2022 Karen V McIntyre AR0017018 SET DISTRIBUTIONS: 11/24/21 1 100% DD Set 12/23/21 j Owner Review Set 02/17/22 1 Permit Set 0 SHEET REVISIONS: PROJECT NO. 4097 Maintenance & Trash Compactor - Plans & Elevations Wall Section 1 /8" = 1'-0" Roof Plan 1 /8" 1'-0" Slab Plan 1 /8" = 1'-0" A20.21 UNIT Cl UNIT B5 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 7/6" CDX PLYWOOD or O.S.B. (PROVIDE'%2' P.T. PLYWOOD @ 1st 48" ABOVE SLAB) FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. F. "SW-#" INDICATES WOOD STUD SHEAR WALL. REFER TO SHEET "S4.04.2" FOR 4-STORY SHEAR WALL SCHEDULE & DETAILS, TYP. G. REFER TO SHEETS "S4.04.3" TO "S4.04.4" FOR TYPICAL WOOD WALL FRAMING ELEVATIONS w/ STRAPPING & ANCHORAGES, TYP. H. ALL MASONRY WALLS TO BE 8" CMU (fm = 1,500 PSI) w/ 9 GA. HORIZ. LADDER REINF. @ 16" O.C. & HAVE #5 VERTICAL BAR @ 32" O.C. 1N SOLID GROUTED CELL, TYP. PROVIDE DOWEL w/ STD. 90' 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 FORTHRESHOLD INSPECTION PLAN. 2 S3 ® 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 Y2" THICK x 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE CONCRETE SLABS ABUT EACH OTHER, TYP. (U.N.O.) 8. EXTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5'-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/ w/ SIMPSON "MASA" STRAPS SPACED @ 21" O.C., orY2"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., orY2 O SIMPSON "TITEN HD" ANCHORS (4" MIN. EMBED) SPACED @ 21" O.C., TYP. UNIT 62 53.03 F,4SW-1 4SW-1 ----{ 1 4SW-1 4SW-1 - - - - - 4SW 1 S3.03 - - - - - I- TE-1.0 TE-1.0 TE 1.0 TE 1.0 o TE1.0_j low- ------ f sw-1 r--TE1.0 ,,� TE- - - - 1.0 J I I--TE1.0 F1 TE-I__ �{ 4SW- L_ I- - - - - I I 4SW-1 TE 1.0 J F- L �s - - `�� _j L - - - - - - - - - - TS 1.5 I TE•1.0 TS 1.5 - - - S-4.5 I S3 03 �, I I I 4 I I I o t- I N 2 � 53103 s3.o3 I I � I I of I 1 0 - J 2 FI I IN F o 1 s3 03 �- - - -� L - TS-2.0 - I I� I of I I II -----T IN 3 j S3.03 S3.03 I I I s3.o3 L- 7S-15----- TS-2.0---J L------ TS-2.0------I L - TS-2.0------J L- TS-2.0 -J L------ 7S-2.0 ------ II I TS-2.0 ------ [>< -- - - - - - - ----I - 3 --- ------ --- fi----- 4SW-4-------------------- 9 0 2 53.03 53.03 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/Y2 O A307 ANCHOR BOLTS (6" EMBED.) @ 24" O.C. or w/ 0.157"0 HILTI "X-U" P.A.F.'s (IY2" 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: 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. (U.NO.) 15. LOAD -BEARING STUD WALLS @ 1st FLOOR STAIR TOWER: 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 "MASA" STRAPS SPACED @ 21" O.C., or Y2"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., orY2 O SIMPSON "TITEN HD" ANCHORS (4" MIN. EMBED) SPACED @ 21" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. UNIT Al � UNIT B3 4SW-1 TE-1.0 TE 1.0 0 o o TE 1.0 4SW-1 I 1 4SW-1 TE-1.0 53.04 PI L TE4.0---- ------ 7S-1.5 -- - wl TE1.0 TS-1.5 ' 4 I I 53.03 I I Z I F--- TS-1.5 �I m M 1, I 53.03 I I I I WI � I to I II- I L I I I I I SD 3 ,,; S3,03 I 1-I -i I I I I TS-2.0 TS-2.0 7S-2.0 TS-2.0 - - - - - - - - - - - - - - - - - - - - - - 4SW-4 - 3 - - - T S3.03 I w l S3.03� L_--� L----- � ------------- 4SW-4 ----- ----- --- - - ------------------ 4SW-4 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � TS-1.5------ TS-2.0 - - ---- - - --- ----- _ _ r TS-2.0 F TS-2.0 7S 2.0 TS-2,0 TS-2.0 I (- TS-2.0 -I TS-2.0 _ _ _ T5-2.0 I TS-z.o I I 3 I o I t o I so-2.0 J I I I I I I I I I s3.o3 I I I I � I � I I s3 03,4 , I I I I I I I I I I I I I a l I I I C I I 5 I I I y S3.03 I I N I I I I I I o I NI I I I I I I° I I tlZ 510s3.a3 I 3 S3. I s3.o3il TYP. b I Ib 4 v;;IS3.03S3.03 4N- _ TS 4 53.03 I �- o --- - � I L-------J -----� TE 1.0 TE 1.0 TS 1.5-75-1.5- - TS-1.5 J L - TS-1.5- FTS . - 7E1. -1.0 �- -1.0 _�----- --�i"- TEE-1.0 - -------------------� I �TEI.o4SW-1�I - - - - -� to ?''�� oI s 1 � w 4SW-1 TE-1.0 F- I- `� 0 4 -, F 4SW-1 I O 3 1- 4SW-1 -- - L---_ I �� 1 -- 53.03 �- TEE-1.0 --� - a n, � - - TE-1.0 - - J � _-7E-1.0 53.04 TE-1.0- - S. 4SW-1 1 UNIT A2 UNIT Al UNIT Al 2 UNIT Al ENTRY UNIT A3 Buildin,a Type I - Foundation Plan 2 UNIT Bl TE 1,0 rq I I 2 I LU I 0 I �� �� 0 TE1.0 J-- 7 1.5 1 I � ?s L - - TE-1.0 53.03 I_ - - TE ,0 - 4SW-1 -� 7 UNIT A2 N 4W M ro �L 0 LI. r r 3 O1 U C 0 U U 4j ,c r 41 t� ctf U 0 Q1 r 44 C .Cr G L v v b to v v 0 U 60 A 7 C ,C N ro �n Q) 3 a E 0 4j U L a r L C 0 41 'u a V1 t� ro a b0 v 3 C L Q) a� kA C C W C 0 r 4-1 1A Q) a J m WFORUME m ARCHITECTURE & z INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830,1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL W 0 Z 0 .$TRUCTURAL CONCEPTS - 0 „ v 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 o TEL 407/682-2086 ■ FAX 407/682.2386 WWW.SCD-ENG.COM oo��o�0000aoo® °0 a o W� e Z o a 0 /2 022 W- Q O O ST .� OF o° �I�,. O �U 4 4 S � ' N 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 wconsidered 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 Z W Building Type 0 a Foundation Plan W F- Z 05 W Ir I- U W 2 U 0 S3.11 0 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. 1. 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 FORTHRESHOLD INSPECTION PLAN. 16 STAIR LANDING FRAMING: PROVIDE 1Y2" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD JOISTS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LUS210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS, 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 %" 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/ 1Y2 MINIMUM PENETRATION, TYP. 21. LOW ROOF TRUSS BEARING = VARIES SEE ARCH. DWGS. 22. LOAD -BEARING STUD WALLS @ 2nd FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148' 0Y4" NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. 1. FIN. 2nd FLOOR ELEVATION = 11'-105/8", TYP. FLOOR TRUSS BEARING ELEVATION = 10'-1Y8", TYP. 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 3. FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR LOADS, SPANS, & CONDITIONS SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE FLOOR -CEILING ASSEMBLY. COORDINATE TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. 4. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.) 000RD. 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 IY2" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS, TYP. Key Notes 2nd Floor & Low Roof Framing Plan (4 Story Building) 9. EXTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5'-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148"Ox3Y4' NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.14811160Y4" 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. CU7NIT 62 UNIT A2 C*t:�) UN ATI 1 CUNIT Al co�f� UNIT A2 Building Type I -Second Floor Framing Plan S3.12) SCALE: Y8" = 1'-0" vi i IA �L _0 LL N 4-0 U C L 0 U N C t ,sw 0 441 c� U 0 N N C c L. v Q) M Iv "0 0 U N G E v U a a ro v r r t 3 a a E 0 U 4-1 �0 L a 1A L 0 4- kA C 0 4-1 'UU Q) a 1A v c ro NI C a N 4j n hQ)p� V51 n� 2W 0 C t^ L v Q) C L LI1 0 "v 0 r 4j 4- 0 v 4J 3 Q J } m 0 ,: FORUME 0 0- ARCHITECTURE & T z INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE I INTERIOR DESIGN L W 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 e 407.830.1400 U Z www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL �-A LONCEP DESIGIN 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM egoo�ou0000D D G° sc �o� Oj��O (nl a0 o `I o 92 2o2z o 8E OF C"D AL noouo %0 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 U z Building Type I Second Floor 0 it W Framing Plan Z co w tr D H U W F U S3.12 It 0 LL 1(5 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. 1. 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 FORTHRESHOLD INSPECTION PLAN. W, 3 4. 5 ® Key Notes 3rd Floor Framing Plan (4 Story Building) FIN. 2nd FLOOR ELEVATION = 23'-8Y2", TYP. 11. LOAD -BEARING CMU WALLS @ 3rd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN FLOOR TRUSS BEARING ELEVATION = 21'-11", TYP. RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & 12. INTERIOR NON -BEARING STUD WALLS: SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x BOTTOM PLATE PER ARCH. DWGS, TYP. FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR LOADS, SPANS, & CONDITION'S 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. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. OVER /4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D. COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 7. BALCONY FLOOR DECKING: PROVIDE IY2" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 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 @ 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" Qx3Y4' NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR: PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148" 00Y4" NAILS @ 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: PROVIDE IY2" MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER /4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD JOISTS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LUS210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS, 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. LOAD -BEARING STUD WALLS @ 3rd FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148"00Y4" NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. CUNIT Cl C*lfkC*�G C*f63 UNIT Al:) I '� Building Type 1 -Third Floor Framing Plan S3.13 SCALE: Ys" = 1'-o" vi 44 kA (a _o N 4++ Ic 3 4) U C t� 0 U N C L 0 r 4,j ro U 0. v L N C ,C L 0 4j N ,10 $A v "0 0 U E N A fa U a a Q) t 4r .0 40 3 a E 0 u 4j U v 0 L a N L O V1 C 0 44 U u a� a to v C In 4-1 N ^^'n' hW W no W 3 0 C V 1A L o) v C W 0 v Q r 40 4- 0 4r 1A v 41 0 3 Q }FORUME m W 0 ARCHITECTURE & INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE I IMERIOR DESIGN Us W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 407.830.1400 sn Z 0 W rr W a: Q z Q U Z U Z z W 0 0 W z co W F U W I- 2 U a O W www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL DESIGN 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682.2386 WWW.SCD-ENG.COM Odp���6ppppBA a-oj 00 7�2022 10, 8- EOIL N/, L o� 000 aaoa000 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 andjor 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 Building Type I - Third Floor Framing Plan S3.13 Es 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 %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. 1. 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 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. 0 Key Notes 4th Floor Framing Plan (4 Story Building) 1. FIN. 4th FLOOR ELEVATION = 36'-11Y$', TYP. (U.N.O.) 11. LOAD -BEARING CMU WALLS @ 4th FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN FLOOR TRUSS BEARING ELEVATION = 33'-8%3", TYP. (U.N.O.) RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & 12. INTERIOR NON -BEARING STUD WALLS: SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x BOTTOM PLATE PER ARCH. DWGS, TYP. 3, FLOOR TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR LOADS, SPANS, & CONDITION'S 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 /4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D. COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 7. BALCONY FLOOR DECKING: PROVIDE IY2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS, TYP. 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"Ox3Y4' NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 4th FLOOR: 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 @ 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. 16j STAIR LANDING FRAMING: PROVIDE IY2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD JOISTS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LU5210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS 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. LOAD -BEARING STUD WALLS @ 4TH FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148"00/t/4 NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. C� C*B5 CUNIT 62 UNIT B2 CUNIT Al UNIT 63 1 Building Type I -Fourth Floor Framing Plan S3.14) SCALE: Ys" = 1'-0" 4j 4w ro L 0 LI. 0 4j 4j �3 v U L 0 U U ro C L 0 r 41 ro ro U 0 Ql 4j .J7 T) 41 C L N 4J N 'a 1A 4A Ili 0 u v .0 O1 ro V ,r a a ro .0 4j t t .3 a E 0 U 4j U v 0 L a 1A r L 0 4, 1A C 0 4-1 U v:. u Q) a to v C ro to C ro a. O) 4-1 b4 TJ N 3 0 C V to L v Q) C W 0 v Q r 4. 0 !A Q) Iv 4-0 3 a J } 00 0 W M FORUME 0 a- ARCHITECTURE & U2 z INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE I INTERIOR DESIGN IU 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL o N o o � o 0 27�022 °moo S�� E of A4ORM .00 ONQL � �p00 4#9M% 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 U Z W Building Type I Fourth Floor 0 it W Framing Plan Z co W 11 U W F 2 U y Z) S3.14 (If U_ Io Building Type 1 -Partial 2 Stair Ceiling Framing Plan S3.15 J SCALE: Y8" = 1'-0" 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 Building Type I -Roof Framing Plan S3.15 J 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/ IY2' MINIMUM PENETRATION, TYP. 3. COORDINATE ALL CHASE & CONDUIT LOCATIONS w/ M.E.P. IN RELATION TO STRUCTURAL ELEMENTS, TYP. 10. TYPICAL TRUSS TO HAVE SIMPSON "H10A" @ EACH BEARING POINT, TYP. 4. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE 11. TYPICAL 2-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT2" & "MTS12" @ EACH BEARING OR MASONRY SHALL BE PRESSURE TREATED, TYP. POINT, & TYPICAL 3-PLY GIRDER TRUSS TO HAVE SIMPSON "LGT3-SD52.5" @ EACH BEARING POINT, TYP. (U.N.O.) 5. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE 12. TRUSS MANUF. NOTE: ALL TRUSS OVERFRAMING MEMBERS & ALL TRUSS TO TRUSS FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" CONNECTIONS TO BE DESIGNED & DETAILED BY TRUSS ENGINEER. COORD. TRUSS O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON PROFILES w/ ARCH. DWGS, TYP. SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH DEFLECTION OF SPANNING TRUSSES. 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 6. ROOF TRUSSES: PROVIDE ENGINEERED, PRE -FABRICATED 2x WOOD TRUSSES FOR PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION w/ CRUSH BLOCKS IN FLOOR LOADS, SPANS, & CONDITION'S SHOWN. SPACE TRUSSES @ 24" O.C. MAX. & AS TRUSSES, TYP. (U.NO.) REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE ROOF ASSEMBLY. PROVIDE ALL NECESSARY 14. TRUSS ENGINEER TO PROVIDE DRAG TRUSS OVER SHEAR WALLS PARALLEL TO TRUSS SUPPORT CONDITIONS FOR FRAMING ATTACHED TO WOOD TRUSSES. SECURE FRAMING w/ AXIAL CAPACITY TO RESIST BASE SHEAR LOAD NOTED IN SHEAR WALL BEARING POINTS OF EACH TRUSS w/ GALVANIZED HURRICANE STRAPS AS SPECIFIED SCHEDULE, TYP. & DETAILED. 7. ROOF TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN ROOF TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS TYP. 8. ROOF SHEATHING: PROVIDE Y2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED PLYWOOD (or'%2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED O.S.B. SHEATHING) w/ H-CLIPS AS REQ'D., TYP. 15. ELEVATOR HOIST BEAM AT TOP OF CMU ELEVATOR SHAFT HEIGHT & LOCATION TO BE COORD. w/ ARCH. DWGS. & ELEVATOR MANUF., TYP. 16. HATCH INDICATES FLAT ROOF AREA FOR MECH. CONDENSING UNITS. COORD. TRUSS PROFILES & LAYOUT w/ ARCH. DWGS. & PROVIDE Y4" SHEATHING @ FLAT ROOF AREAS, TYP. 17. ROOF TRUSS BRG. ELEV. = +42'-63/4" @ UNIT "Al" SOLARIUM, UNIT "131" SOLARIUM, & UNIT "C1" SOLARIUM & LIVING ROOM. COORS. w/ ARCH. DWGS., TYP. tA L 0 Ll. v r 4j a, U L 0 U U 0 r 4j 7 ro U 0 v 4-1 L v to 1A v 0 U bQ b ,C v .0 fa U a a v v r 4-1 +� �3 a a. 0 U 4j U v 0 L a L 0 0 :j u "U v a to b c ro C ro a v r 4j v W v v 3 0 C to L v v C C ul C ,00 0 JC 4. 0 4-1 v J0 0 3 Q J } 0a 0 Lu m : FORUME 0 ARCHITECTURE & z INTERIOR DESIGN, INC. %�7T►1`►l r7l_ri .,11 yi�1:7��1� W Q 0 Z a U Z 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 �Q��p0�88090p0® r'a SCG o � o o � a 0 7 22 °moo 10 T E OE 10 OONQL ' %"o Robert Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature, Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SET DISTRIBUTIONS' 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 W W Building Type I - 0 ff Roof Framing Plan W Z cd W lr U W F- 2 U 0 S3.15 tL 2 1 2 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. 'IMF-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. REFER TO "9/S3.02" FOR CONCRETE FOOTING SCHEDULE, TYP. D. "TE-#" & 'ITS-#" 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'%32' P.T. PLYWOOD @ lst 48" ABOVE SLAB) FASTENED TO WOOD FRAMING w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. 1N 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. 7 ® Key Notes Foundation Plan (4 Story Building) 1. TOP OF SLAB ELEVATION = 0'-0", TYP. (U.N.O.) 9. INTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE 2. CONCRETE SLAB -ON -GRADE: 4" THICK (MIN.) 3,000 PSI CONCRETE SLAB ON GRADE NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C. w/ 2x4 SOLID BLOCKING @ 5-0" w/ 6x6-W1.4xW1.4 W.W.F. @ MID -DEPTH OF SLAB ON 6 MIL. (MIN.) VAPOR BARRIER O.C. (MAX.) PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. BOTTOM PLATE OVER WELL COMPACTED SOIL, TYP. FASTENED TO CONCRETE SLAB w/Y2"0 A307 ANCHOR BOLTS (6" EMBED.) @ 24" O.C. or w/ 0.1570 HILTI "X-U" P.A.F.'s (1Y2' EMBED.) @ 16" O.C., TYP. POST -TENSION FOUNDATION ALTERNATE: GENERAL CONTRACTOR MAY PROVIDE MONOLITHIC POST -TENSION 10. INTERIOR NON -BEARING STUD WALLS: FOUNDATION DESIGN AS A VALUE ENGINEERING ALTERNATE TO THE PROVIDE 2x VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x P.T. CONVENTIONALLY REINFORCED FOUNDATION SHOWN. IF THIS ALTERNATE IS BOTTOM PLATE PER ARCH. DWGS., TYP. USED, THE CONTRACTOR MUST PROVIDE COMPLETE SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY REGISTERED PROFESSIONAL ENGINEER IN THE 11. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE STATE OF FLORIDA FOR REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL OR MASONRY SHALL BE PRESSURE TREATED, TYP. ENGINEER. NOTE THAT REINFORCING STEEL FOR CUR85/I5LAND & SPREAD FOOTINGS MAY NOT BE OMITTED OR REDUCED. 12. STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAYOUT & DIMENSIONS, TYP. SUBMIT COMPLETE 3. SEE SLAB CONTROL PLAN IN ARCH. DWGS. FOR ALL DIMENSIONS, STEPS, SLOPES, SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER DROPS, & DRAINS LOCATED IN FLOOR SLAB, TYP. REGISTERED 1N THE STATE OF FLORIDA TO ARCH. & ENGINEER FOR REVIEW & APPROVAL. 4. PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATIONS w/ ACTUAL 13. LOAD -BEARING CMU WALLS @ 1st FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN EQUIPMENT REQUIREMENTS. RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.) 5. CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE CONTROL JOINT/ CONSTRUCTION JOINT DETAILS ON 14. GIRDER TRUSS SUPPORT: PROVIDE (4) 2x MULTI -STUD WOOD POST FASTENED w/ 12d SHEET "S3.02.4", TYP. COMMON WIRE NAILS @ 12" O.C. STAGGERED EACH PLY UNDER BEARING POINTS OF ALL PRE-ENGINEERED GIRDER TRUSSES TO FOUNDATION, TYP. (U.NO.) 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.) 15. LOAD -BEARING STUD WALLS @ 1st FLOOR STAIR TOWER: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) 7. EXPANSION JOINTS: PROVIDEY2" THICK x 4" WIDE CONTINUOUS BITUMINOUS PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO MATERIAL WHERE CONCRETE SLABS ABUT EACH OTHER, TYP. (U.N.O.) CONCRETE SLAB w/ w/ SIMPSON "MASH" STRAPS SPACED @ 21" O.C., or Y2'O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., orY-2"O SIMPSON "TITEN HD" ANCHORS (4" MIN. 8. EXTERIOR LOAD -BEARING STUD WALLS @ 1st FLOOR: EMBED) SPACED @ 21" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) SHEATHING REQUIREMENTS, TYP. PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE SLAB w/ w/ SIMPSON "MASA" STRAPS SPACED @ 21" O.C., orY2"O A.B. (6" MIN. EMBED.) SPACED @ 24" O.C., or Y2'O SIMPSON "TITEN HD" ANCHORS (4" MIN. 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Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL s CT U, CONCERTS ES 2965 WEST STATE ROAD 434, SUITE 100 ® LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®o�o�0000a��o® E ® o /N o o ° 2�7E 222 o ORMNo 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 ME ., Z W Building Type 0 Foundation Plan w I- Z cd w F_ H U Ill F_ U ff S3.21 0 LL 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 FORTHRESHOLD INSPECTION PLAN. 1, FIN. 2nd FLOOR ELEVATION = 11'-1068", TYP. FLOOR TRUSS BEARING ELEVATION = 10'-lY8", 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 @ 2411 O.C. MAX. & AS REQUIRED BY TRUSS MANUF. PROVIDE ALL REQUIRED INFILL FRAMING, BLOCKING, & BRACING AS REQ'D. TO FRAME ENTIRE FLOOR -CEILING ASSEMBLY. COORDINATE TRUSS SPACING w/ MECHANICAL FIXTURES & EQUIPMENT LOCATIONS. 4, TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. 5. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 6. BALCONY FLOOR FRAMING: 18" DEEP (MAX.) ENGINEERED WOOD TRUSSES w/ SLOPED TOP CHORD SPACED @ 24" O.C. (MAX.) w/ SLOPED TOP CHORDS AS REQ'D. COORD. LOCATIONS w/ ARCH. & M.E.P. DWGS., TYP. 7. BALCONY FLOOR DECKING: PROVIDE IY2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED PLYWOOD OR O.S.B. DECKING. GLUE & NAIL SHEATHING TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 8. FLOOR TRUSS DRAFTSTOP: PROVIDE DRAFTSTOPPING AS SPECIFIED ON ARCH. DWGS. IN FLOOR TRUSS ABOVE TENANT SEPARATION WALLS, BREEZEWAY WALLS & CORRIDOR WALLS, TYP. Q Key Notes 2nd Floor & Low Roof Framing Plan (4 Story Building) 9. EXTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE 2x6 VERTICAL STUDS @ 12" O.C. w/ 2x6 SOLID BLOCKING @ 5-0" (MAX.) PROVIDE CONT. DBL. 2x6 TOP PLATE & CONT. 2x6 BOTTOM PLATE FASTENED TO FLOOR FRAMING w/ 0.148" Ox3Y4' NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 2nd FLOOR: PROVIDE DBL. 2x4 VERTICAL STUDS (FASTENED TOGETHER w/ 12d COMMON WIRE NAILS @ 12" O.C. STAGGERED) SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"00Y4' NAILS @ 12" O.C., TYP. 11. LOAD -BEARING CMU WALLS @ 2nd FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. 12. INTERIOR NON -BEARING STUD WALLS: PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x BOTTOM PLATE PER ARCH. DWGS., TYP. 13. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS IN CONTACT w/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, TYP. 14. SHEARWALLS & TRUSSES: WHEN SHEARWALLS ARE PARALLEL w/ ROOF OR FLOOR TRUSSES & NORMALLY SPACED TRUSSES DO NOT ALIGN w/ SHEARWALLS, PROVIDE FULL HEIGHT INFILL TRUSSES OVER EACH SHEARWALL w/ VERTICAL MEMBERS @ 16" O.C. MAX. ANCHOR TRUSSES TO SHEARWALLS & DECK SHEATHING AS NOTED ON SHEARWALL SCHEDULES. ADJUST HEIGHT & SHAPE OF TRUSSES AS REQ'D. TO MATCH DEFLECTION OF SPANNING TRUSSES. 15 STAIR FRAMING: PRE-ENGINEERED STEEL STAIRS w/ PRE -CAST CONCRETE TREADS. SEE ARCH. DWGS. FOR REQUIRED LAY' SEE 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: PROVIDE IY2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD J015TS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LUS210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS, 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 Y$' 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/ IY2' MINIMUM PENETRATION, TYP. 21. LOW ROOF TRUSS BEARING = VARIES SEE ARCH. DWGS. 22. LOAD -BEARING STUD WALLS @ 2nd FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148"00Y4' NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. UNIT 63 CUNIT Al UNIT 62 UNIT 62 UNIT Al UNIT 133 UNIT A2 UNIT Bl UNIT B4 UNIT Al UNIT Bl UNIT A2 Building Type II - Second Floor Framing Plan S3.22 SCALE: Y8" = 1'-0" 1 44 4j to 41 IA 0 LI. 0 r +j 4j 13 0 u C L 0 U C o 4 +J N U 0 N ,D N C E L v ro V1 v b 0 b 1� E E 1.1 E �1 .0 U a a �s v r r .3 a E 0 u 4-1 Q) 0 L a V1 1�1 4J L. 0 4. 1A C 0 4J M U 'v Q) a v C M 1A C a r 4-0 IV^'n h nV' W 3 0 C L Q) Q) W 0 "Q 0 r 4-0 4. 0 4-1 Q) .0 4J 0 Q mFORUME LU m Q ARCHITECTURE & L z INTERIOR DESIGN, INC. i PLANNING I ARCHOTECTURE I INTERIOR DESIGN W W 0 Cc W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 z Z O H U 7 O O K IL W Of r z Q U Z www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL L CONCEPTS DESIGN 2965 WEST STATE ROAD 434, SUITE 100 ® LONGWOOD, FL 32779 TEL 407/682-2096 ® FAX 407/682-2386 WWW.SCD-ENG.COM G� SCR °4�0��4�OVp40pg� 71 O � N 5 �o S E OF o a0 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. 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U Z 2 Building Type co Second Floor ly W Framing Plan Z cd W 0f D l- U W 2 U a S3.22 ry lL 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. @ 161, 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'-8Y2', TYP. FLOOR TRUSS BEARING ELEVATION = 21'-11", 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, & CONDITION'S 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 1Y2' 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. 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. 10. INTERIOR LOAD -BEARING STUD WALLS @ 3rd FLOOR: PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148"00Y4° NAILS @ 12" O.C., TYP. 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, 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. n 16 STAIR LANDING FRAMING: PROVIDE 1Y2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD JOISTS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LUS210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS, 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. LOAD -BEARING STUD WALLS @ 3rd FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148"Ox3Y4" NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. CUNIT B3 CUNIT Al UNIT B2 UNIT B2 UNIT Al C4NIT B3 UNIT A2 UNIT Bl UNIT 64 UNIT Al Building Type 11 -Third Floor Framing Plan S3.23) 3.23) SCALE: Y8" = 1'-0" UNIT A2 w 4j ro 4j ro '0 tJn.' W L +1 41 .3 N U ro s. 0 U ro C 41 Z 0 L 4-1 ro ro U 0 .0 4-1 CC E S. v 4-0 1A 0 ,0 0 b A E CC G ro U a a ro a) r 4-1 .0 .3 a E 0 U U ro 0 Ld a r 4j Ld 0 V1 C 0 ro U t, "U a) a C ro t^ C ro a a, r v no v v 3 0 C to 's. v v C LU 0 .Q) 0 r 4. 0 to ^) .L.1 4j 0 3 } m LFORUME 0 0: 0. ARCHITECTURE & (N z INTERIOR DESIGN, INC. z PLANNING I ARCHITECTURE I INTERIOR DESIGN Lu W 0 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 cd 407.830.1400 of V) Z 0 rn W z 0 U U 0 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 �000a000000Pop�o SMUG °oaA o � o o � �0 Ise 6�. a `� We e o � 0 72022 0 C VQL Robert . Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. O SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 U Z z Building Type V) Third Floor a W Framing Plan Z cd W U W I U fr S3.23 0 IL 10 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. SEESHEET S3.01A FORTHRESHOLD INSPECTION PLAN. ® Key Notes 4th Floor Framing Plan (4 Story Building) 1. FIN. 4th FLOOR ELEVATION = 36-113/s', TYP. (U.N.O.) 11. LOAD -BEARING CMU WALLS @ 4th FLOOR ELEVATOR: PROVIDE 8" CMU STACKED IN FLOOR TRUSS BEARING ELEVATION = 33'-8%", TYP. (U.N.O.) RUNNING BOND w/ #5 VERT. REINF. IN SOLID GROUTED CELLS @ CORNERS, ENDS, INTERSECTIONS, & SPACED @ 32" O.C. (MAX.), TYP. 2. TRUSS SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING TRUSS LAYOUT, PROFILES, CONNECTIONS, & LOAD DIAGRAMS FOR FLOOR TRUSS SYSTEM SIGNED & 12. INTERIOR NON -BEARING STUD WALLS; SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE 2x4 or 2x6 VERTICAL STUDS @ 16" O.C. w/ CONT. 2x TOP PLATE & CONT. 2x BOTTOM PLATE PER ARCH. DWGS, TYP. 3 4. E 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. TYPICAL UNIT FLOOR FRAMING: 20" DEEP ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.) COORD. LOCATIONS w/ ARCH. & M.E.P. DRAWINGS, TYP. TYPICAL UNIT FLOOR DECKING: PROVIDE GYP-CRETE TOPPING PER ARCH. DWGS. OVER 3/4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED O.S.B. DECKING. GLUE & NAIL TO TRUSS TOP CHORDS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. 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 1Y2" 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`00Y4' NAILS @ 12" O.C., TYP. 10. INTERIOR LOAD -BEARING STUD WALLS @ 4th FLOOR: PROVIDE 2x4 VERTICAL STUDS SPACED @ 16" O.C., TYP. PROVIDE CONT. DBL. 2x4 TOP PLATE & CONT. 2x4 P.T. PLATE FASTENED TO FLOOR FRAMING w/ 0.148" 00Y4' NAILS @ 12" O.C., TYP. 13. ALL STUD WALL SILL PLATES & OTHER WOOD MEMBERS 1N 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. 16j STAIR LANDING FRAMING: PROVIDE 11/2' MIN. (3" MAX.) LIGHTWEIGHT CONCRETE TOPPING (115 PCF MAX.) PER ARCH. DWGS. OVER Y4' TONGUE & GROOVE, APA SPAN RATED, CODE CERTIFIED P.T. PLYWOOD OR O.S.B. DECKING OVER 2x10 (#2 S.Y.P.) P.T. WOOD JOISTS SPACED @ 16" O.C. (MAX.) w/ SIMPSON "LUS210" EACH END. GLUE & NAIL FLOOR DECKING TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. IN FIELD, TYP. FLIGHT HEADER BEAMS TO HAVE SIMPSON "DGBF" FIRE HANGERS OVER 3-PLY MINIMUM STUD PACK & CRUSH BLOCKS 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. LOAD -BEARING STUD WALLS @ 4TH FLOOR STAIR TOWER: 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 BEAM or LADDER TRUSS FRAMING w/ 0.148" Ox3Y4" NAILS @ 12" O.C., TYP. REFER TO ARCH. DWGS. FOR WALL RATING & SHEATHING REQUIREMENTS, TYP. CUNIT O:) C*f�)C*fk) C*f62 UNIT Al CUNIT 63 UNIT A2 UNIT Bl UNIT 64 I � Building Type II -Fourth Floor Framing Plan S3.24 J SCALE: )Is" = 1'-0" UNIT A2 v JeJ IA b ,0 F' W r 4J 3 v U ro L 0 U ro 0 r 4-4 ro U 0 �J r v G .E L N b ro a, 0 U G C N ro U n. a ro r +J r .3 a E 0 U 41 U v �0 L a 1A r L. 0 4- V1 C 0 :1 ro U v al c ro c ro a v r v no v v 3 0 C to L. <v Ili C I: W 0 .Q) 0 o, r 41 4- 0 4j H v r 0 3 a J } m Lu FORUME ARCHITECTURE & z INTERIOR DESIGN, INC. i PLANNING I ARCHVECTURE I INTERIOR DESIGN U) W 0 0 F 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 cd 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL STFWCJURAL COWEPTS DES[ 4 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM o��oe00000a Deb DD9 C° SC��� Dmoe o N��°° o �o 158 � 0 0 0 ONAL aou0000000a 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 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 9 .. co Building Type Fourth Floor 1 W Framing Plan Z 05 W U W U 0 S3.24 LL 0 Building Type II -Partial Stair Ceiling Framing Plan S3.25 J SCALE: I/$" = P-0" 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 )I,, Building Type II Roof Framing Plan S3.25) SCALE: %8" = 1'-0" ® Key Notes Roof Framing Plan (4 Story Building) 1. ROOF TRUSS BEARING ELEVATION = 45'-63/4', 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 Y2" EXTERIOR GRADE, SPAN RATED, CODE CERTIFIED PLYWOOD (or IF32" 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'-63/4' @ UNIT "Al" SOLARIUM, UNIT "B1" SOLARIUM, & UNIT "Cl" SOLARIUM & LIVING ROOM. COORS. w/ ARCH. DWGS., TYP. ro 4j kA ro b _0 IL N i 4j L 4j 3 N U C ro L 0 U U ro 0 L ro ro U 0 N v C L v Ln 0 U C E E ,C �1 .0 ro U a a ro ro L +-j .0 .3 a n. E 0 U U v 0 L a H 7 L 0 4_ V1 C 0 41 to U 'u a) a C ro 1A C ro a Q) r no v. v 3 0 C L Ill QtA C' C w C 0 r 41 4. 0 4j 1A 4-1 0 3 Q J rFORUME tt1 m 0 ARCHITECTURE & z INTERIOR DESIGN, INC. i PLANNING I ARCHTECTURE I INTERIOR DESIGN 7A W 0 oc 0 W 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 as 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL o� CONCEPTS 0 DESIGN 0 vi 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 z TEL 407/682-2086 ■ FAX 407/682-2386 U)WWW.S ENG.COM W ooa00000000eo GE�9 ° ^� U U" U O °o o O o Lu e W o � o Z 0 27. O22o° o a STEOF O � N o 0 4 °z o �ZOR%DP- a W Robert C. Scroggins, P.E. F FL Registration No. 56158 0Z 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 t_ Lu SET DISTRIBUTIONS: 0 oc IL 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET U W IL W 0 W J Z O a W zi Vl to W x a 0 z a U Z Z U rn W 0 of a Z� SHEET REVISIONS: W i 08/25/2022 0 I VE & COORDINATION EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Aw 11 W w Building Type II - 0 Roof Framing Plan ff W Z cd W Ir Z) U W S U S3.25 fy 0 IL Wood Stud Shear Wall Schedule for 4 Story Apartment Buildings O TYPICAL STUD FRAMING ® EXTERIOR WALL SHEATHING (or UNIT SIDE OF PARTY WALL) INTERIOR WALL SHEATHING BASE CONNECTIONS @ BOTTOM OF SHEARWALL SHE,ikRWALL LEVEL TYPICAL STUDS NO. OF STUDS SHEATHING BASE SHEAR NAILING PATTERN ( NAILING PATTERN O7 CONT. PLATE ANCHORAGE @ EACH END OF WALL PLAN MARK (USE 12" O.C. WHERE REQ'D, @ EA. JOINT (LB/FT) SHEATHING SHEATHING CONNECT. TO FLOOR NOTED IN PLAN) END OF WALL BLOCKING EDGES INTERMEDIATE EDGES INTERMEDIATE DECK HOLD DOWN (CAPACITY) TENSION (LB.) 4th FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 180 7/6' CDX PLYWOOD WALL 8d @ 6" O.C. 8d @ 12" O.C. %8 TYPE "X" GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4" BUGLE HEAD 2-16d @ 12" O.C. 1"CS16" 790 ROOF SCREWS @ 6 O.C. SCREWS @ 6 O.C. ® SHEATHING 10 WALLBOARD 3rd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 270 716' CDX PLYWOOD WALL 8d @ 6" O.C. 8d @ 12" O.C. Ys' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD 2-16d @ 12" O.C. 1"HDU5-SDS2.5" 3,240 4th FLOOR SCREWS @ 6 O.C. SCREWS @ 6 O.C. "4SW IF, SHEATHING 10 WALLBOARD O EXTERIOR WALL 2nd FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 350 7�6s CDX PLYWOOD WALL 8d @ 6 O.C. 8d @ 12 O.C. %g" TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD 2-16d @ 12 O.C. 1- HDU8-SDS2.5 „ 6,100 3rd FLOOR SCREWS @ 6" O.C. SCREWS @ 6" O.C. ® SHEATHING 10 WALLBOARD 1st FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 450 %6' CDX PLYWOOD WALL 8d @ 4 O.C. 8d @ 12 O.C. %8 TYPE "X" #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD Y2" O A307 A.B. EMBED.) 1- HDUII-SDS2.5 „ 9,700 2nd FLOOR ® 10 WAGYPSUM LLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24" @ 0 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. I- CS16 „ 1,000 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. " 8 O WALLBOARD 3rd FLOOR 70 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 170 5 /8" TYPE "X n GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4" BUGLE HEAD ""`----- ---------- 2-16d @ 12 O.C. 1- CS16 „ 1,600 114 5W-2" 4th FLOOR ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. CORRIDOR WALL 2nd FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 220 %$' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD -`-------- ---"------ ---------- 2-16d @ 12 O.C. " 1- HDU2-SD2.5 „ 3,000 3rd FLOOR 8 O WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 1st FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 275 Ys' TYPE "X" GYPSUM #6x1Y4' BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- Y2" 0 A307 A.B. (6 EMBED.) @ 1- HDU5-SDS2.5„ 4,700 2nd FLOOR ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 24" O.C., TYP. O 4th FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 90 Y8" TYPE"Xil GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1"CS16" 500 ROOF SCREWS @ 6" O.C. SCREWS @ 6" O.C. 8 O WALLBOARD 3rd FLOOR TO 2"x4" @ 16" O.C. (2) 2"x4" BLOCKED 100 /a TYPE fixtr GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4' BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1"CS16" 1,000 4th FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. "4SW-3" ® WALLBOARD INTERIOR PARTY WALL 2nd FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 BLOCKED 135 %s' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD ---------- --------- ---------- 2-16d @ 12 O.C. 1- HDU2-SD2.5 „ 2,500 3rd FLOOR SCREWS @ 4" O.C. SCREWS @ 4" O.C. O WALLBOARD 1st FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 BLOCKED 170 %$' TYPE "X" #6x1Y4 BUGLE HEAD 1 „ #6x1/4 BUGLE HEAD - _ _ _ Y2' O A307 A.B. I- HDU5-SDS2.5 5,000 2nd FLOOR WAGYPSUM LLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. P. 24"EMBED.)@ 4th FLOOR TO 2 x4 @ 16 O.C. (2) 2 x4 BLOCKED 130 n TYPE nXn GYPSUM n #6x1Y4BUGLE HEAD 1 #6xl/4 BUGLE HEAD %s" TYPE nX„ GYPSUM 1 #6x1/4 BUGLE HEAD 1 n #6xl/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 Ys' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1/14n BUGLE HEAD %s' TYPE "X" GYPSUM #601/4 n BUGLE HEAD #6x1Y4" BUGLE HEAD 2-16d @ 12„ O.C. 1- HDU5-SDS2.5„ 3,700 "4 SW-4" 4th FLOOR @) WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. INTERIOR TENANT WALL 2nd FLOOR TO DBL. 2 x4 @ 16 O.C. (3) 2 x4 BLOCKED 260 %8" TYPE "X" GYPSUM #6x1Y4 „ BUGLE HEAD #6x1/1 4„ BUGLE HEAD TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6xl/t4r BUGLE HEAD 246d @ 12" O.C. 1- HDU8-SDS2.5„ 7,100 3rd FLOOR 5O ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 1st FLOOR TO %s' TYPE "X" #6XIY4„ BUGLE HEAD „ #6x1Y4 BUGLE HEAD %8" TYPE "X" „ #6x1Y4 BUGLE HEAD 1 „ #6xl/4 BUGLE HEAD Yz" A307 A.B. 2nd FLOOR DBL 2"x4" @ 16" O.C. (3) 2"x4" BLOCKED 325 GYPSUM „ SCREWS @ 4 O.C. SCREWS @ 4 O.C. GYPSUM SCREWS @ 4 O.C. SCREWS @ 4 O.C. (6" EMBED.) @ 1"HDU14-SDS2.5" 11,600 5 WAL BOARD WALLBOARD 24" O.C., TYP. 4th FLOOR TO Z" x6 @ 16 O.C. (2) 2 x6 BLOCKED 130 �� Fit TYPE X GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD - ------ - 2-16d @ 12 O.C. " „ 1- CS16 1,400 ROOF 8 O WALLBOARD SCREWS @ 6" O.C. SCREWS @ 6" O.C. 3rd FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 195 /8 TYPE 'X GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD ---------- ---------- ---------- 2-16d @ 12" O.C. 1"HDU5-SDS2.5" 3,700 "4 SW-5" 4th FLOOR ® WALLBOARD SCREWS @ 4„O.C. SCREWS @ 4 O.C. O INTERIOR STAIlR WALL 2nd FLOOR TO 2 x6 @ 16 O.C. (2) 2 x6 BLOCKED 260 %s' TYPE "X" GYPSUM #6x1Y4" BUGLE HEAD #6x1Y4" BUGLE HEAD --------- ---------- ---- ---- 246d @ 12 O.C. 1- HDU8-SDS2.5 „ 7,100 3rd FLOOR ® WALLBOARD SCREWS @ 4" O.C. SCREWS @ 4" O.C. 1st FLOOR TO 2"x6" @ 16" O.C. (2) 2"x6" BLOCKED 325 %s' TYPE "X" GYPSUM #6x1Y4 BUGLE HEAD 1 „ #6xl/4 BUGLE HEAD ---------- ---------- ---------- Y2" O A307 A.B. (6" EMBED.) @ 1"HDU14-SDS2.5" 11,600 2nd FLOOR ® WALLBOARD SCREWS @ 4 O.C. SCREWS @ 4 O.C. 24" O.C., TYP. O NOTES: O SIMPSON "MASA" MUDSILL ANCHORS @ 21" O.C. MAYBE USED IN PLACE OF Y2"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. a 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. �5 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. ® 0.157"0 HILTI "X-U" UNIVERSAL KNURLED SHANK FASTENER MAY BE USED @ 10" O.C. IN PLACE OF THEY2"O A307 ANCHOR BOLTS @ INTERIOR SHEAR WALL LOCATIONS. USE IN CONJUNCTION w/ SCHEDULED HOLDDOWNS EACH END OF WALL, TYP. © 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 MAYBE USED IN PLACE OF THE SPECIFIED PLYWOOD WALL SHEATHING @ CONTRACTOR'S OPTION. USE SAME FASTENERS & SPACING/PATTERN AS NOTED FOR PLYWOOD. Wood Stud Shear Wall Schedule For 4 Story Apartment Buildings .0 /l . 7 % SCALE: N.T.S. EXTERIOR 2nd & 3rd Floors @ 3-Story & 3rd Floors @ 3-Story 1st & 2nd Floors @ 2-Story 1st Floor @ 3-Story Floor @ 3-Story 2 � Shearwall 'IT" Intersection .04. 7 % SCALE: IY2" = 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 1st Floor @ 3-Story 3 \ Shearwall Corner Intersection 4.04.y SCALE: IY2' = 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 .04. 2 J SCALE: IY2' = 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 .04.2 J SCALE: IY2" = 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.). H ro kA ro ',L W N X 3 0 U ro L 0 U ro �L 0 r 4+ ro ro U 0 N A 10 Iv C L v +-1 ii h ro O1 0 U b0 b C L N ro U a a 0 r 4j ,3 Ca G 0 4-0 0 L a 4j L 0 :4-1 ro U U Q1 a ro 1A ro o. N L ai b4 3 C L lu Iv C C W b1 1A N 0 N r 4. 0 1A v N 3 a } m a w F- m CL CL Z U z z Fd FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLMW4G I A a4MC JW I INTERIORDESIGN 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL ST IJCTIJ A� CONCEPTS. S- 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ®���p980V1090p® � � O o �2azz m o 0 °° M E OF 0 �QOR90�°°°°�D o� 0 11H1810 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 W Structural Sections & 0 Details it W l- z cd W IY D U W I— U S4.04.2 E 0 W A O kA 44 4J fu 1A \,ERT. REINF. 1N SOLID GROUTED CELL PER SHEATHING PER PLAN, TYP. SHEATHING PER PLAN, TYP. ,0 i PLAN & SCHEDULE. PROVIDE 48 BAR 0 LAP VERT. REINF. IN SOLID 0 -- �iBOVE FIN. FLOOR WHERE REQ'D., TYP. - 8" CMU w/ HORIZ. 2x4 BLOCKING BETWEEN TRUSSES. GROUTED CELL PER SCHEDULE. 2x WOOD STUD WALL 2x WOOD STUD WALL u' LADDER REINF. @ FASTEN w/ 2 12d NAILS EACH END, P. PROVIDE 48 BAR C6 LAP ABOVE PER PLAN & SCHED., TYP. PER PLAN & SCHED., TYP. 16" O.C., TYP. GYP-CRE iE TOPPING GYP-CRETE TOPPING FIN. FLOOR, TYP. 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. LA PLATE -C � FLOOR SHEATHING FLOOR SHEATHING REINF. @ 16" O.C., TYP. PLYWOOD SHEATHING PLYWOOD SHEATHING r PER PLAN, TYP. FIN. FLOOR SEE PLAN PER PLAN, TYP. „ .,., ..... ,, .: FIN. FLOOR SEE PLAN PER PLAN, TYP. FIN. FLOOR P SEE LAN PER PLAN, TYP. FIN. FLOOR EE P S LAN V - PRE-ENGINEERED LADDER 2x4 WOOD BLOCKING s. TRUSS w/ VERT. MEMBERS BETWEEN TRUSSES, TYP. 0 r =1 + @ 24" O.C. (MAX.), TYP. ; N\ V1 U CONT. "BB-1" BOND BEAM, TYP. - - cv CONT. "BB -I" BOND fa BEAM, TYP. CONT. "BB-1" BOND CONT. "BB -I" BOND C — __ _ _ __ _ BEAM, TYP. BEAM, TYP. 'r PRE-ENG.WOOD WOOD PRUSS PRE-ENGJ. WOOD #5 VERT. REINF. IN SOLID TRUSS PER PLAN, TYP. GROUTED CELL @ 32" O.C., TYP. PRE-ENG. TRUSS _/ #5 VERT. REINF. 1N SOLID GROUTED CELL @ 32" O.C., TYP. 0 PER 'TRUSS PER PLAN, TYP. PER TRUSS PER PLAN, TYP. DBL. 2x TOP � 1 D'3L 2x10 LEDGER PLATE w/Y2 O HILTI HAS SIMPSON "H2.5" EACH DBL 2x4 TOP 2x4 WOOD BLOCKING PLATE, TYP. BETWEEN TRUSSES, TYP. PLATE, TYP. t0 THREADED RODS DRILLED & EPDXIED (4Y2" TRUSS, TYP. (U.N.O,) 2x WOOD STUD WALL 8" CMU TYP. -� EMBED.) @ 32" O.C. STAGGERED w/ HILTI DBL 2x10 LEDGER PLATE w/ %"0 HILTI PER PLAN & SCHED., TYP. "1 IY-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 4) INJECTION ADHESIVE, TYP. �. Deck Bearing @ Truss Bearing @ .� 1 CMU Elevator Shaft Wall 2 CMU Elevator Shaft Wall r*43 Deck Bearing @ Wood Stud Wall 4 Truss Bearing @ Wood Stud Wall C /'_, SCALE: Y4" - 1'-0" "T 12 - SCALE: Y4' = 1'-0" S4.12 SCALE: %4' = F-0" S4.12 SCALE: Y4' = 1'-0" S4.12 E Q) Q) VII Q) 0 U rL (L 1211 #5 Z-BAR LAP 8" NOTE.: COORDINATE BEARING PLATE ELEVATIONS C BEAM &WALL BEAM &WALL TOP & BOT. DOWEL WF BEAM PER PLAN EXTENSION WITH TOP OF STEEL ELEVATIONS, TYP: - SEE PLAN PRE-ENG. STEEL STAIRS BY OTHERS. SEE ARCH. DWGS. FOR TREAD & ' NOTE: FULLY GROUT ALL VOIDS BETWEEN TOP & RISER DIMS., TYP.----- ,fl LAP VERT. REINF. 48 BAR O's BOTTOM FLANGES, TYP. EACH SIDE OF BEAM, TO 8"x16" C.I.P. CONCRETE ABOVE SLAB WHERE REQ'D., TYP. w PROVIDE CONTINUITY OF CMU PILASTER BEARING � - -- BEAM w/ (2; #5 TOP & m a CAPACITY ABOVE & BELOW, TYP. L.W. CONC. TOPPING � BOTTOM & 03 STIRRUPS d d Z PER ARCH. DWGS. e @ 8" O.C., TYP. M 1 1/2" 1 1/2" FLOOR SHEATHING =c-- -� .Cr 09LFIN. 1=LOOR FIN. FLOOR EL. SEE PLAN EL. SEE PLAN r 'e p °d 7 S4.12 ® J A- PER PLAN, TYP. STAIR CONNECTION TO WOOD BEAM PER DELEGATED TAIR ENGINEER, TYP. C G N e6 J - U /'\ V ,r ' R, e' O � A n n - - _ LU 6 #5 8 r:1 � "KO-1" BOND BEAPA CONT, ( ) 6 54.12 2x10 FRAMING n E M GROUCONTTED POURED MONOLITHIC w/ SOLID GROUTED CMU BEARING PLATE Y4"x6"x BEAM (� @ 16" O.C., TYP. N CONCRETE BEAM, TYP. TIE BEAM, TYP. Q.--; oQvc d• ° • FLANGE WIDTH PLUS 6 FOR �� 8" C.M.U. W (2) F8'O x 8" \ *�' WF BEAM LONG ANCHOR BOLTS (PER PLAN) SIMPSON "HUS" PER ICI SCHEDULE, TYP. PER t WOOD BEAM PL CONT. LATH TO RETAIN & SCHEDULE, TYP. CONC. IN TOP COURSE WF BEAM ON BEARING PLATE & GROUT REINF. TO MATCH BOND BEAM >1 8" CMU w/ HORIZ. REINF,ZA— BED PER SECTION. PROVIDE GROUT BED BOT. STEEL STD. HOOK LAP Q. @ 16" O.C., TYP. TO PROPER ELEVATION. GROUT POCKET CONCRETE OR SOLID AFTER BEAM PLACEMENT MASONRY COLUMN AT EXTERIOR WALL LOCATIONS HOLD END 0 OF BEAM TO INSIDE OF BLOCK SHELL. U ORIGINAL TIE BEAM ALTERNATE TIE REAM W Typical Reinforcing @ o /'**0�5`� Typical ical Tie Beam @ Elevator Core 6 CMU Wall Penetration 7 WF Beam Bearing @ CMU 8 Stair Bearing @ Wood Beam a SCALE: Y4" = 1'-0" 1 SCALE: Y4' = 1'-0" S4.12 5412 SCALE: Y4" = 1'-0" +L+ SCALE: �4" = 1'-0" S4.1/ S4.12 O V1 0 41 U ,U NOTE. DIAGONAL BRACING SHEATHING PER PLAN, TYP. Q. OCCURS @ 4'-0" O.C., TYP. to WOOD STUD WALL PER L.W. CONC. TOPPING a SHEATHING PER PLAN & SCHEDULE, TYP. PER ARCH. DWGS. C ARCH. DWGS, TYP. WOOD STUD WALL PER EXTERIOR SHEATHING & FLOOR SHEATHING I, C 2x10 P.T. WOOD LEDGER w/ (2) Yss"O x 5" PLAN & SCHEDULE, TYP, FASTENERS PER PLAN, TYP. 2x6 WOOD STUD WALL 2x10 P.T. WOOD LEDGER w/ (2) Y$"0 x 3Y2" PER PLAN, TYP. LONG LAG SCREWS @EACH STUD INTO LONG LAG SCREWS @ 24" O.C. INTO PER PLAN, TYP. CENTERY3 OF VERT. STUD (16" O.C. MAX.), TYP CENTERY OF VERT. TRUSS MEMBER, TYP CONT. 2x BOTTOM PLATE v L.W. CONC. TOPPING GYP-CRETE TOPPING CONT. 2x6 BOT. PLATE. FASTEN TO WOOD L.W. CONC. TOPPING PER ARCH. DWGS. PER ARCH. DWGS. BEAM w/ (2) 0.131"00Y2" NAILS @ 12" O.C. PER ARCH. DWGS. n N FLOOR SHEATHING FLOOR SHEATHING INTO CENTER OF EXTERIOR PLIES, TYP. FLOOR SHEATHING b0 .0 PER PUN, P. RCH. DWGS., TYP. PER PLAN, TYP. 2x10 FRAMING ROOF SHEATHING & @ 16" O.C., TYP. N FASTENERS PER PLAN, TYP. 3 SIMPSON "HUS210", TYP. 0 WOOD BEAM PER PLAN SLOPE CONT. 2x6 BOT. PLATE. FASTEN TO WOOD C & SCHEDULE, TYP. BEAM w/ (2) 0.131"x3" NAILS @ 12" O.C. � INTO CENTER OF EXTERIOR PLIES, TYP. N 2x10 FRAMING 2x10 FRAMING 0 16" O.C., TYP. @ 16" O.C., TYP. � SIMPSON "HUS210", TYP. SIMPSON "HUS210" FASTENED WOOD BEAM PER PLAN W P &ENG. WOOD DIRECTLY TO WOOD BEAM, TYP. & SCHEDULE, TYP. TRUSS PER PLAN, TYP CONT. 2x6 TOP PLATE. FASTEN TO WOOD PRE-ENGIrI EERED LADDER TRUSS w/ CONT. DBL. 2x WOOD BEAM w/ (2) 0.131"00" NAILS @ 12" O.C. 2x6 WOOD STUD WALL PER SIMPSON "HUS210", TYP. .151 tn Q)TOP VERT. MEMBERS @ 24" O.C. (MAX.), TYP. 314" PLATE, TYP. INTO CENTER OF EXTERIOR PLIES, TYP. PLAN &SCHEDULE, TYP. PRE-ENG. 16" DEEP WOOD ROOF TRUSS @ 24" O.C. 0NOTE THAT LADDER TRUSS IS TO BE NOTCH @ BEARING AS SHOWN, TYP. TALLER THAN TYP. TRUSS TO ACCOUNT OJ FOR SHEA1 HIND THICKNESS. SHEATHING PER ARCH. ,C DWGS, TYP. *' 4. 0 9 Stair Landing g @ Ladder Truss 1 Q Stair Landing @ Wood Beam 11 Low Roof Truss @ Wood Beam Q)^ S4.12 SCALE: %4' = 1'-0" S4.12 SCALE: Y4' = 1'-0" S4.12 SCALE: 3/4" = 1'-0" 0 z U Z z 0 0 W 0 0 it W 1- z 05 W tr D t_ U W F- 2 U Of Q a 0 IL M FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE 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 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ® FAX 407/682-2386 WWW.SCD-ENG.COM ��@6�i�Id�000ao 0 0 N 158 o� /2 022 °gym NAL °ea11 Ho % 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 N0. 4097 Structural Sections & Details S4.12 TRUSS BRG. EL.41'-6Y4'± B.O. HEAD EL. 34-0"± (ARCH. VERIFY) T.10. SILL EL.31'-0"± (ARCH. VERIFY) F.F. LANDNNt;_ AF EL. 27'-IY2'± (ARCH. VERIFY) B.O. HEAD EL. 23'-0"± (ARCH. VERIFY) T.O. SILL _ EL. 20'-0"± (ARCH. VERIFY) F.F. LANDINC) EL. 16'-3Y2"± (ARCH. VERIFY) B.O. BEAM EL. 13'-0"± TRUSS BRG. EL. 9'4Ys"± "SIM" ( S4122 T.O. SLAB EL. U-0" Longitudinal Framing Section @ Enslosed Stair 54.13 ,J SCALE: Y8' = V-0" TRUSS BRG. EL. 41'-63/411± FIN. FLR. EL. 32'-6Y8'± Alk TRUSS BRG. EL. 30'-8%"± FIN. FLR. EL. 21'-8Y2"± Agk TRUSS BRG. EL. 19'-11"± FIN. FLR. EL. 10'-10%"± TRUSS BRG. EL. 9'-1Y$' ± Alk T.O. SLAB EL. 0'-0" 2x10 LEDGER 2-PLY LVL FLIGHT HEADER PER PLAN PROVIDE (3) 2x6 STUD PACK & CRUSH BLOCKS AS REQ'D. TO FND. 2-PLY LVL FLIGHT HEADER PER PLAN SIMPSON HANGER c[rnnki ttAtt 4 AIRSPACE & FTG. PRE-ENG. LADDER TRUSS w/ DBL. 2x TOP CHORD (3) 2x VERT. MEMBERS MIN. CENTERED UNDER HANGER & 2x VERT. MEMBERS @ 24" O.C. (MAX.), TYP. PRE-ENG. FLOOR TRUSS, TYP. 2x6 WOOD STUD WALL PER PLAN, TYP. YS' GYPSUM WALL SHEATHING PER ARCH. DWGS. FASTEN TO WOOD STUD w/ #6x1Y4" BUGLE HEAD SCREWS @ 6" O.C., TYP. (U.N.O.) r � UNIT 21" BEAM B RG. PROVIDE (3) 2x6 VERTICAL WOOD STUD PACK IN WALL BELOW BEAM TO FND. w/ CRUSH BLOCKS AS REQ'D., TYP. STAIR 2 LVL Flight Header Bearing @ 2-Hour Stair Wall S4.13 14" MAX. cCr'TInMi ttDu SCALE: Y4' = V-0" AIRSPACE & FTG. TRIPLE IY4"x14" LVL WOOD BLOCKING BETWEEN 2x6 VERT. STUDS, TYP. n u� j STUD 1IDE (3) 2x6 STUD & CRUSH BLOCKS :Q'D. TO FND. ". STUD 2x6 WOOD STUD WALL PER PLAN, TYP. YS' GYPSUM WALL SHEATHING PER ARCH. DWGS. FASTEN TO WOOD STUD w/ #6x1Y4' BUGLE HEAD SCREWS @ 6" O.C., TYP. (U.N.O.) CONT. 2x10 WOOD LEDGER EACH SIDE OF FLIGHT HEADER HANGER. FASTEN w/ (2) Y4"Ox5" LONG LAG SCREWS INTO CENTERY3 OF 2x6 TOP CHORD & CENTERY OF 2x6 VERTICAL MEMBER @ 24" O.C. (MAX.), TYP GYP-CRETE TOPPING PER ARCH. DWGS. �— FLOOR SHEATHING PER PLAN, TYP. F.F. LANDING SEE PLAIN BEAM BRG. 2x10 JOISTS @ 16" O.C. (MAX.) PER PLAN w/ SIMPSON "HUS210", TYP. 2-PLY 1/4 x14" LVL FLIGHT HEADER PER PLAN & SCHEDULE, TYP. SIMPSON "DGBF3.5/14" BEAM FIRE WALL HANGER, TYP. PROVIDE (3) 2x6 VERTICAL WOOD STUD PACK 1N WALL BELOW BEAM TO FND. w/ CRUSH BLOCKS AS REQ'D., TYP. r UNIT 21" STAIR 3 LVL Mid -Landing Flight Header Bearing @ 2-Hour Stair Wall SCALE: 3/4"= F-0" S4.13) 3-PLY LVL BEAM PER PLAN SIMPSON HANGEF JACK STUD 14" MAX. ccrTinki ttrtt CL AIRSPACE & FTG. 2x6 WOOD STUD WALL PER PLAN, TYP. TRIPLE IY4'x20" LVL WOOD BLOCKING BETWEEN 2x6 VERT. STUDS, TYP. STUD VIDE (3) 2x6 STUD C & CRUSH BLOCKS EQ'D. TO FND. ;YPSUM WALL SHEATHING PER ARCH. DWGS. FASTEN TO WOOD STUD w/ #6x1Y4" BUGLE HEAD SCREWS @ 6" O.C., TYP. (U.N.O.) &IM 11 F.F. LANDING EL. 16'-3Y2"± (ARCH. VERIFY) *EL. EAM BRG. 13'-011± 3-PLY 13/4"x20" LVL BEAM PER PLAN & SCHEDULE, TYP. SIMPSON "DGBF5.5/20" BEAM FIRE WALL HANGER, TYP. PROVIDE (3) 2x6 VERTICAL WOOD STUD PACK IN WALL BELOW BEAM TO FND. w/ CRUSH BLOCKS AS REQ'D., TYP. STAIR 4 l LVL Beam Bearing @ 2-Hour Stair Wall i SCALE: 3/4"= V-0" 54.13 1A a y/ J 4 FORUME fa W ++ m kA = ARCHITECTURE & o z INTERIOR DESIGN, INC. i PLANMNG I ARCHITECTURE I IN MMR DMM N to W 0 .0 4J 0 W 237 S. Westmonte Drive, Suite 220 +j z Altamonte Springs, FL 32714 GO 407.830.1400 w N u ' www.forumarchiteGture.com C ro = U U it Q 0 7 U U t° ro n_ 0 LU Zephyr z w 0 Z o Commons z 0 W H r- .0 ,}.r 3 W V) w X w 0 W 3 /� rn y z W v o C U,L City of Zephyrhills, FL o ++ o a 0 roFL D E$4- , ° o v = 0 0 0 v 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 U o TEL 407/682-2086 ■ FAX 407/682-2386 m WWW.SCD-ENG.COM b� w ®��990��9pgge L °o o o 0 o m E 9 E a o 0°° TA E OF Ui ° ry ° 9�00�6a94® W Robert C. Scroggins, P.E. .� FL Registration No. 56158 Vz This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date on and/or Time Stamp shown using a digital signature. Printed copies of this document are not n F considered signed and sealed and the signature must be verified on any electronic copies. a z W SET DISTRIBUTIONS: o L +j U .0 U 3 N w _ 0 0 a>_ E} J z 0 ° U to +r L U w Q) 0 ° z L a a� z y •• z .0 +� W L � 0 x A SHEET REVISIONS: k Z 0 ro U Wu w U U N a a; to 0 W C U. 0 ro } t- H W C a 0 � a 0) W L a 41 F z N z b0 0 0 U W W 2 ° 0Z � z EDITED BY: RCS, TLW Lu SC&D PROJECT NO. 21-020 s- g FORUM PROJECT NO. 4097 Ol W U) C W C U W z W Structural to 0 v 0 o Sections & Details O E W N .0 +j 4. 0 ++ U Vf W .0 U th Z) S4.13 Of 0 0 0 - _ T -"1T� 1 LI �'P'1-"!1^I!1h1qil11��IIII�II�Nii.A�III�A��I� -'7/fR',1,Alti ls[MlIkI1Dl11l�IM�fi�7Pf[rrl'1AflIIR f111179$i��l'I�M �tfl ll® � �. .- � ., � � �",.� �l�'fTA'P�TfP'P^!1"1"R'-t-'�'=.-='f , -1F-' r'TTy'-"`T. -"IIGRIr? 9P�i19fFt'11718"Iflll� III I � III1�II➢IA►IR/IfIRFA1Wnr r.um��rm-'e rinuun rrr�nrrrs�� n�mw�rm.mrwn mwe—e�w,.,�..�..rr���,..w��r.nrmr��r�F.-r �fi 1 1�, III�'rlri� _� � r•9 e-TT7llr°.-�7, '"'Tfir _ _ � _ �-I9'i r'r^+�'1"`r � "n-I t'�^��„Ifr'-'T- 9'--I!IafPT SIMPSON STRAP PER PLAN, TYP. I I a 11 1:,p 6" O.C. hd C ()MMON N =MILS 2:: '%�CIOD FASCL�i PER ARC H. DWGS w/ '? -fad COMMON NAILS EACH TRUSS. TYP. CONT. DBL. TOP - PLATE, TYP. SHEATHING PER SCHEDULE, TYP. ROOF SHEATHING & FASTENERS PER PLAN, TYP. SLOPE PRE-ENG. WOOD ROOF TRUSS WOOD STUD WALL PER PLAN & SCHEDULE, TYP. TRUSS BRG. SEE PLAN Truss Bearing @ Wood Stud Wall A.2 2 J SCALE: 3/4" =1'-0" SIMPSON STRAP PER PLAN, TYP. NAIL @ 6" O.C. w/ __\ 6d COMMON NAILS 2x WOOD FASCIA PER L-P-- ARCH. DWGS w/ 2-8d COMMON NAILS EACH TRUSS, TYP. CONT. DBL. TOP - PLATE, TYP. SHEATHING PER SCHEDULE, TYP. ROOF SHEATHING & FASTENERS PER PLAN, TYP. SLOPE -PRE-ENG. WOOD ROOF TRUSS -WOOD STUD WALL PER PLAN & SCHEDULE, TYP. WOOD HEADER PER PLAN & SCHEDULE, TYP. - WOOD JAMB BEYOND TRUSS MANUF. TO PROVIDE- VERT. MEMBER OVER BEARING POINT, TYP. (U.N.O.) TRUSS BRG. SEE PLAN PRE-ENG WOOD-/ TRUSS PER PLAN, TYP. B.O. HEADER SEE ARCH. SHEATHING PER SCHEDULE, TYP. Tri icc RParincr 0 \)Unnrl HParlPr SCALE: Y4" = 1'-0" TRUSS MANUF. TO PROVIDE v v VERT. MEMBER OVER BEARING POINT, TYP. (U.N.O.) SIMPSON STRAP PER SCHEDULE, TYP. SIMPSON "A35" @ 24" O.C. TRUSS BRG. r - SEE PLAN CONT. 2x10 RIPPED 1 AS REQ'D., TYP. PRE-ENG WOOD CONT. 2x WOOD TOP TRUSS PER PLAN, TYP. CONT. DBL. 2x WOOD PLATE, TYP. TOP PLATE, TYP. SHEATHING PER- SCHED., TYP. SHEATHING PER WOOD STUD SCHEDULE, TYP. WOOD STUD PER PER PLAN, TYP. PLAN &SCHEDULE, A A TYP. Truss Bearing @ Wood Stud Party Wall S4.2 2 SCALE: Y4' = 1'-0" 6 Truss Bearing @ Wood Stud Party Wall S/I .2'„) SCALE: %a" = 1'-0" ROOF SHEATHING & FASTENERS PER PLAN, TYP. , SIMPSON "A35" 24" O.C. SIMPSON STRAP SLOPE PER PLAN, TYP. CONT. DBL. 2x6 WOOD --� NAIL @ 6" O.C. �JsTRUSS BRG. / --\ ® TOP PLATES, TYP. 6d COMMON NAILS SEE PLAN (2) LAYERS GYPSUM WALL SHEATHING PRE-ENG. WOOD ER ARCH. DWGS., TYP. e� ROOF TRUSS 2x WOOD FASCIA PER -may ARCH. DWGS w/ .2-8d 2x6 WOOD STUD WALL COMMON NAILS EACH WOOD HEADER PER PER PLAN, TYP. TRUSS, TYP. PLAN &SCHEDULE, TYP. SHEATHING PER SCHEDULE, TYP. Yg' GYPSUM WALL SHEATHING PER ---- ARCH. DWGS. FASTEN TO WOOD STUD w/ #6x1Y4" BUGLE HEAD SCREWS @ 6" O.C., TYP. (U.N.O.) - UNIT Tri ecc RParinu n Vdnnrl HPar1Pr SCALE: 3/4" = 1'-0" TRUSS BRG. SEE PLAN �- SIMPSON STRAP PER SCHEDULE, TYP. CONT. DBL. 2x WOOD TOP PLATE, TYP. WOOD STUD PER PLAN & SCHEDULE, TYP. 3 � Cont. Truss Bearing @Wood Stud Wall S4.22 / SCALE: Y4" = 1'-0" 2x8 WOOD PLATE (FLAT) @ 4'-0" O.C. w/ SIMPSON "A35" EITHER SIDE. PRE-ENG. WOOD TRUSS SIMPSON "A35"- @ 24" O.C., TYP. (2) Y4'O x 2%4' LONG LAG BOLTS EA, END SHEATHING PER —� 2x, TYP. SCHED., TYP. WOOD STUD WALL PER PLAN & SCHEDULE, TYP. NOTE: TRUSS MANUF. TO ACCOUNT FOR 6 KIP LATERAL LOAD ALONG TRUSS BOT. CHORD, TYP. NOT ALIGNED w/ WALL ALIGNED w/ WALL thAar XX1all CnnnArtinn n Tri icc SCALE: /4" = 1'-0" 4 AIRSPACE & FTG. TRUSS MANUF. TO PROVIDE VERT. - 3/,4" PLYWOOD SHEATHING FASTENED TO 2X MEMBER OVER BEARING WALL, TYP. JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP. PRE-ENG. WOOD ROOF TRUSS 2x10 CEILING JOISTS @ 16" O.C. (MAX.) PER PLAN, TYP. \F Ai__� TRUSS BRG. SEE PLAN CONT. DBL. 2x6 WOOD SIMPSON "HUS210" EACH TOP PLATES, TYP. �ry ,� END, TYP. (U.N.O.) (2) LAYERS GYPSUM WALL SHEATHING 2-HOUR CEILING ASSEMBLY PER ARCH. DWGS. PER ARCH. DWGS, TYP. I' + (3 LAYERS OF Y8" GYPSUM, %8" FURRING CHANNELS, & 1 LAYER OF 5/8' GYPSUM), TYP. 2x6 WOOD STUD WALL n „ CONT. 2x10 WOOD LEDGER. FASTEN w/ (2) PER PLAN, TYP. Y4"Ox5" LONG LAG SCREWS INTO CENTER,3 OF 2x6 TOP PLATE & CENTERY3 OF 2x6 %g" GYPSUM WALL SHEATHING w p, VERTICAL STUD @ 16" O.C. (MAX.), TYP OVER RESILIENT CHANNELS PER si (2) LAYERS GYPSUM WALL SHEATHING ARCH. DWGS., TYP. PER ARCH. DWGS., TYP. — W v^�',' Q J 4j } fa LU h- +J m FORUME tA I ARCHITECTURE & o z INTERIOR DESIGN, INC. u, z PLANNING I ARCHITECTURE I INTERIOR DESIGN TRUSS MANUF. TO PROVIDE VER . N o MEMBER OVER BEARING POINT, o TYP. (U.N.O.) .C'237 S. Westmonte Drive, Suite 220 41 z Altamonte Springs, FL 32714 3 as 407.830.1400 w U www.forumarchitecture.com TRUSS BRG. U U C SEE PLAN ro a SIMPSON STRAP PRE-ENG WOOD PER PLAN U o TRUSS PER PLAN, TY(P. CONT. DBL. 2x WOOD 0 TOP PLATE, TYP. F z w Zephyr z WOOD HEADER PER L o Commons TYP. z PLAN & SCHEDULE, WOOD STUD PER 0 PLAN & SCHEDULE, t 3 B.O. HEADER TYP. SEE ARCH. � o Lu @ W SHEATHING PER WOOD JAMB BEYOND a SCHEDULE, TYP. W 0 w x f- D 0 x r_ 1 3 >rn JJ z w 4 Cont. Truss Bearing @ Wood Header o w S4.2 2 SCALE: Y4" = 1'-0" TRUSS MANUF. TO PROVIDE - VERT. MEMBER OVER BEARING POINT, TYP. (U.N.O.) PRE-ENG WOOD -` TRUSS PER PLAN, TYP. SHEATHING PER SCHEDULE, TYP. L. City of Zephyrhills, FL 0 Q1 0 o �r , " to 0 F 0 0 N 2965 WEST STATE ROAD 434, SUITE 100 ® LONGWOOD, Fl. 32779 V o TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM IjQ n w �0 40 o �° °rEV�9oSS�'° U .� 0 o E _ o �� Q ETA E DE ° QOR%®�N G 64�&80b W Robert C. Scroggins, P.E. TRUSS BRG. F FL Registration No. 56158 SEE PLAN U z 0 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 w 0 considered signed and sealed and the signature must be verified on any electronic copies. SIMPSON STRAP PER Q. zz W o SET DISTRIBUTIONS: SCHEDULE, TYP. CONT. DBL. 2x WOOD i 4-6 a 12/16/2021 OWNER REVIEW SET U 02/17/2022 PERMIT SET TOP PLATE, TYP. U w W y 3 to w of `-WOOD STUD PER d 0 LL } J PLAN & SCHEDULE, TYP. 0 o 0 D u 0 4 V w 0 z z R nnf Tr> > ct R Pa ri ng @ Stud Wall a. SCALE: Y4" = 1'-0" V SIMPSON STRAP PER SCHEDULE, TYP. 3/4" PLYWOOD SHEATHING FASTENED TO 2x JOISTS w/ 8d RING SHANK NAILS @ 6" O.C. ALONG PANEL EDGES & 12" O.C. INFIELD, TYP TRUSS MANUF. TO PROVIDE - TRUSS BRG. VERT, MEMBER OVER BEARING SEE PLAN POINT, TYP. (U.N.O.) ,F 2x10 CEILING JOISTS @ 16" O.C. ,� �i„•` (MAX.) PER PLAN, TYP. i' 2-HOUR CEILING ASSEMBLY PER ARCH. DWGS. i l (3 LAYERS OF Y8" GYPSUM, %" FURRING CHANNELS, & 1 LAYER OF Y8" GYPSUM), TYP. PRE-ENG WOOD " CONT. 2x10 WOOD LEDGER. FASTEN w/ (2) TRUSS PER PLAN, TYP. Y4"0x5" LONG LAG SCREWS INTO CENTERY3 a' OF 2x6 TOP PLATE & CENTERY OF 2x6 '? " VERTICAL STUD @ 16O.C. (MAX.), TYP CONT. "BB -I" @TOP " ? (2) LAYERS GYPSUM WALL SHEATHING OF WALL, TYP. PER ARCH. DWGS., TYP. STAIR CORRIDOR 2 STAIR 10 Roof Truss Brg. @ 2-Hour Stair Wall S4.2 2 J SCALE: Y4" = 1'-0" 4- 11 Roof Truss Brg. @ 2-Hour Stair Wall S4.22 SCALE: Yq" = 1'-0" 4jW �a a w Z� SHEET REVISIONS: V1 z 08/25/2022 Al VE & COORDINATION 0 r 4-1 ro w D U w U I1. Li _ •�. U v U � a z a� to 0 LL 0 0 C to C w 0 a (0 a w LU .0 a +j e 81 z z 0 U T( VN W TRUSS BRG. 3 0 SEE PLAN c - EDITED BY: RCS, TLW Lu SC&D PROJECT N0. 21-020 STRAP PER PLAN, TYP. s- zr o FORUM PROJECT NO. 4097 O) U Lu N - VERT. REINF. PER PLAN & I: SCHED. w/ STD. HOOK @ b0 TOP, TYP. W z 8" CMU w/ HORIZ. REINF. @ C 16" O.C., TYP. (U.N.O.) W Structural Sections & ,� y, O 0 o x Details O! w .0 z ++ o5 4m W 12 Roof Truss Bearing (@, Int. CMU Wall S4.22) SCALE: 3/4" = 1'-0" Q)L .0 = U 1 Q S4.22 ry 0 o O MAIL FOR 251 UNITS 4"ECO-1 4" SANITARY SEWER BELOW GROUND, ::`� FOR CONTINUATION SEE CIVIL DRAWINGS. INV. EL. = (-3'-0" BFF) Clubhouse - Floor Plan - Sanitary Plumbing PLUMBING FIXTURE UNIT CALCULATION * BASED ON 2020 FLORIDA BUILDING CODE — PLUMBING TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 50 37 TOTAL GALLONS PER MINUTE 29 -- SIZE OF SERVICE CONNECTION 14" 4" 1 /8" = 1'-0" GENERAL NOTES: 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 P18.13 FOR RISER DIAGRAMS. 4. PROVIDE TRAP PRIMER VALVES TPV-1 WITH SHUT OFF VALVE AND I" CW SUPPLY TO EACH FLOOR DRAIN. ALL VALVES SHALL BE FULLY ACCESSIBLE.. 5. INSTALL WATER HAMMER SHOCK ARRESTORS AT ICE MAKERS, DISHWASHERS. WASHER BOXES, AND AT ALL QUICK CLOSING SOLENOID VALVES. SIZE SHOCK ARRESTORS PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. SHOCK ARRESTORS SHALL CONFORM TO ASSE 1010. ACCEPTABLE MANUFACTURERS - SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI-A, 12-32 F.U.'S PDI-B, 33-60 F.U.'S PDI-C. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 6. ALL FREEZE PROOF WALL HYDRANTS/HOSE BIBS TO BE COORDINATED WITH WALL THICKNESS TO ENSURE PROPER INSTALLATION DEPTH PRIOR TO CONSTRUCTION. 7. PROVIDE ASSE 1024 DUAL CHECK VALVE BACKFLOW PREVENTER AT DISHWASHER, COFFEE, AND ICE MACHINES. WATTS NO. SD-2. 8. PROVIDE LEAD—FREE POINT OF USE THERMOSTATIC MIXING VALVES TMV-1 ASSE 1070 AT HAND SINKS AND/OR PUBLIC LAVATORIES TO TEMPER HOT WATER TO 110'F. 9. ALL COMMERCIAL WATER HEATERS ARE REQUIRED TO HAVE A MIXING VALVE FOR MEANS OF TEMPERING WATER PRIOR TO DISTRIBUTION TO FIXTURES. REFERENCE NOTES: o �1 CONDENSATE DRAIN PIPING BELOW GROUND, TERMINATE ABOVE GROUND AT EXTERIOR IN GREEN SPACE, SEE DETAIL. O TEMP. & PRESS. RELIEF VALVE/ WATER HEATER PAN DRAIN PIPING BELOW GROUND, TERMINATE ABOVE GROUND AT EXTERIOR IN GREEN SPACE, SEE DETAIL. J" CONDENSATE DRAIN CONNECTION TO A/C UNIT. CONNECT DISHWASHER DRAIN TO DISPOSER. Joseph, Lowlrence & Co Consulting Engineeips 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: A SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Clubhouse Floor Plan Sanitary Plumbing P18.11 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 0 HB-1 MAIL FOR 251 UNITS 14" 1 I-- A AIR A AMENITY L — — — — — — — — — J F-----------1 kw S-2 ! I I I I " CW DN. TO COFFEE MAKER s "" I BREAK / WORK" --f---�.--I---- ----------------� 1-------------- -- 1—---------------- II �� OFFICE 2 MECH/ELEC i wt; /^ !r _P P A I 4" FDC BELOW GROUND, CONTINUATION SEE CIVIL 4" FIRE SPRINKLER BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. 1j" POTABLE CW SUPPLY BELOW GROUND, FOR CONTINUATION SEE CIVIL DRAWINGS. LEASING f RECEPTION f! II I IA II (I I I I ICI Clubhouse - Floor Plan - Domestic Water Plumbing 0i{O FITNESS LAWN FQCIL1S 1 �" O --�--------------------- x ------------------- HB_1 SPIN vnr-n 1/8" = 1'-0" REFERENCE NOTES: o O1 SHUT-OFF VALVE WITH RATED ACCESS PANEL TYPICAL. O ELECTRIC WATER HEATER, SEE SCHEDULE & DETAIL O3 HOT WATER RECIRCULATING PUMP, SEE SCHEDULE & DETAIL. 1" CW & HW DOWN TO THERMOSTATIC MIXING VALVE TMV-2, 1" 140'F TEMPERED WATER TO PLUMBING FIXTURES. 0 J" HW TO DISHWASHER WITH SHUT-OFF VALVE AND ASSE 1024 DUAL CHECK BACKFLOW DEVICE WATTS NO. SD-2. Josep%. 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 C 0 c Adam Joseph Barney P.E. #: 69124 SET DISTRIBUTIONS: U U a N N 0 C 0 N 7 N m L v C M U C 0 SHEET REVISIONS: EDITED BY: SMB/AJB PROJECT NO. 4097 Clubhouse Floor Plan Domestic Water Plumbing P18.12 GENERAL NOTES: FORUME +48" I PNL. CHA M� G CH FACP 11 CHA 3 1 TTB j 1 CHA-1 1 +48" A-5 REQUIRED NEC 0 CLEARANCE, TYP. MDPC-2:4 MDPC-6:8 r e AH G R — 2.C� Enlarged Plan - Electrical M WP 1 /4" - 1'-0" DOD EICO EI�E EI�E 50 MDPC-22:241 `� r CHAT 16:18 ®C.T. CABINET & UTILITY METER V SERVICE DISCONNECT----f P,7r' C 110cd OWP WP o -37 CHA-35 CHA-29 iCHA-33 ,eiCHA-31 7 I El, 1 MECH/ELEC 2 12 18.31 CHA-13 PACKAGE BREAK I WORK 2 CHA-21j 7w: 719 .r— OFFICE 2 BUILDING SHUNT TRIP Clubhouse - Floor Plan - Power & Systems Enlarged Plan Electrical ERANDA -F-1- -F] AMENITY 75cd 5cd LEASING/ RECEPTION TYP. CHA-26/ COFFEE 24 1 CHA-28 3 E18.31 1 /4" = 1'-0" MECH CONFERENCE FOCUS i 152 64, --� CHA-34 15cd I I EF Cl 5c 3 0 1 FAAP_\ ENTRY PORCH 7 FITNESS LAWN 75cd \ IN INCHA-47 CHA-43 CHA-45 2 CHA-51 CHA-49 FITNESS 2-1 `I i CHA-53 CHA-40 CHA-38 \ U.C. REFRIG. Jl 75cd 26 75cd N 2 SPINIYOGA WP CU 3.0 'MDPC-30:32 CU 4.0 'MDPC-19:21 CU 5.0 'MDPC-23:25 1 /8" = 1'-0" A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. ALL 125V, 15A AND 20A RECEPTACLES INSTALLED IN CLUBROOMS, CONFERENCE ROOMS, MULTIPURPOSE ROOMS, AND OTHER ASSEMBLY OCCUPANCIES AS LISTED PER NEC 518.2 SHALL BE LISTED TAMPER -RESISTANT PER NEC 406.12. REFERENCE NOTES: 0 O ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT AND FUSE REQUIREMENTS FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. COORDINATE LOCATION OF DISCONNECT WITH OWNER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. O PROVIDE 120V RECEPTACLE AND TELEVISION OUTLET FOR WALL MOUNTED TELEVISION. COORDINATE LOCATION AND MOUNTING HEIGHT WITH OWNER/EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. O CONNECT FRACTIONAL HORSEPOWER EXHAUST FAN TO LOCAL LIGHTING CIRCUIT. FAN SHALL BE CONTROLLED BY INDIVIDUAL SWITCH. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. O ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. O PROVIDE DEDICATED 120V DUPLEX RECEPTACLE, CAT5e, AND COAX CABLE FOR CONNECTION OF TREADMILL. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 0 PROVIDE 120V DUPLEX RECEPTACLE, CAT5e, AND COAX CABLE FOR CONNECTION OF FITNESS EQUIPMENT. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. O PROVIDE RECESSED KNOX BOX FOR FIRE DEPARTMENT BUILDING ACCESS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER AND FIRE DEPARTMENT PRIOR TO ROUGH -IN. 0 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. 0 COORDINATE FLOOR BOX SPECIFICATIONS AND LOCATION WITH OWNER PRIOR TO ROUGH -IN. PROVIDE ALL DEVICES, DIVIDERS, COVERPLATES, ETC. FOR A COMPLETE INSTALLATION. 10 PROVIDE TWO-WAY COMMUNICATIONS BASE STATION AS REQUIRED BY 2018 NFPA 101 LIFE SAFETY CODE. COORDINATE LOCATION WITH OWNER AND AUTHORITY HAVING JURISDICTION. SYSTEM SHALL HAVE TIMED DIAL -OUT CAPABILITY TO A MONITORING LOCATION OR 911. SYSTEM SHALL INCLUDE BOTH AUDIBLE AND VISIBLE SIGNALS. 11 PROVIDE 2" UNDERGROUND CONDUIT FROM MASTER FACP TO SUB -PANEL FACP'S LOCATED IN BUIDLINDS. REFER TO FIRE ALARM RISER DIAGRAM FOR ADDITIONAL INFORMATION. 12 PROVIDE 120V QUAD RECEPTACLE AND DATA OUTLET FOR MAIL PARCEL PACKAGE SYSTEM. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH ARCHITECT AND EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 13 ELECTRICAL CONTACTOR SHALL PROVIDE (1) 8"X8" JUNCTION BOX WITH COVERPLATE ON EACH FLOOR OF BUILDING FOR FUTURE DAS SYSTEM IF REQUIRED, PROVIDE 1 "C. (EMPTY W/ PULLSTRING) BETWEEN ALL JUNCTION BOXES FOR FUTURE DAS SYSTEM WIRING. COORDINATE LOCATION OF JUNCTION BOXES WITH OWNER AND FIRE ALARM CONTRACTOR PRIOR TO ROUGH -IN. LABEL ALL JUNCTION BOXES, COVERPLATE AND CONDUIT AS REQUIRED FOR FUTURE IDENTIFICATION. 14 PROVIDE COMBINATION 120V OUTLET AND 'USB' OUTLET. COORDINATE OUTLET SPECIFICATIONS WITH OWNER AND INTERIOR DESIGNER PRIOR TO ROUGH -IN. 15 MOUNT OUTLET FLUSH IN BASE OF MILLWORK. COORDINATE LOCATION WITH INTERIOR DESIGNER PRIOR TO ROUGH -IN. PROVIDE FLEXIBLE CONDUIT AND SUPPORTS AS REQUIRED FOR INSTALLATION. Joseph, Lawrence Cx Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL: 321.972.4466 WWW.JLCENG.COM CA NO. 28730 ARCHITECTURE & INTERIOR DESIGN, INC. 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407,830.1400 AA0002731 www.forumarchitecture.com Zephyr Commons Apartments City of Zephyrhills, FL J LC21.0058.00 Blake Lawrence Suddeth P.E. #: 69060 SET DISTRIBUTIONS: Q SHEET REVISIONS: r EDITED BY: MJwBLs PROJECT NO. 4097 i Clubhouse Floor Plan Power & Systems E 18,31