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0 w CD U w _I N N 0 03 0 N w Q m 00 0 / L_ w cn w w Ce >- n w N w Y Q Y U U 0 TAKE 5 OIL CHANGE MARKET AT ZEPHYRHILLS 7557 GALL BLVD. ZEPHYRHILLS, FL 33542 FOR: ALL WORK SHALL COMPLY WITH PREVAILING G0015S FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES PI'VIEW BAT' _ (.'IlY OF ZEPH RHIL TFICIA WILSON DEVELOPMENT GROUP ATLANTA GA APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Take 5 Oil Change Address Proposed Use: Oil Change Owner or Authorized Agent: Bill Robinson Phone # 704-370MM E-Mail biliftchildreyrobinson.com Owned By: ❑ City/County ■ Private ❑ State Code Enforcement Jurisdiction: ■ City - ■ County ❑ State Name of Jurisdiction: - LEAD DESIGN PROFESSIONAL: Childrey Robinson Associates DESIGNER FIRM NAME LICENSE# PHONE # E-MAIL Architectural Childrey Robinson Associates William L Robinson 102331 704370.6000 wyc@chikireyrobinson.com Civil Electrical Saber Engineering Richard Morrison 58458 704-373 OOIiB mm neenng.00m Fire Alarm Plumbing Saber Engineering James n 58393 704-373.0088 jd@saberengiineering.oDrin Mechanical Saber Engineering n 58393 704373-M Sprinkler -Standpipe Structural AEI Struchrral Engineers L Dean AM, Jr. 56632 704-225-W79 day &Meng.corn Retaining Walls >5 High Other 2017 EDITION OF FL CODE FOR: ■ New Construcilon ❑ Addition ❑ Upfd EXISITING: ❑ Reconstruction ❑ Repair ❑ Alteration to Shell CONSTRUCTED: (Date) ORIGINAL USE(S) (Ch. 3): RENOVATED: (Date) CURRENT USE(S) (Ch. 3): PROPOSED USE(S) (Ch. 3): BUILDING DATA Construrition Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V-A I-B ❑ II-B ❑ III-B ■ V-B Moved Construction: ■ No ❑ Yes Types: Sprinklers: ■ No ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ Partially Sprinldered ❑ Special Surpression Standpipes: ■ No ❑ Yes Class: ❑ I [III ❑ III L, Wet Dry Fire District: ■ No ❑ Yes (Append'a D) Flood Hazard Area: ■ No ❑ Yes Building Height 28' Feet 6" Number of Stories 1 Basement: ■ No ❑ Yes Mezzanine: ■ No ❑ Yes High Rise: IN No ❑ Yes Life Safety Plan Sheet # ( If provided): Gross Building Area (sq. ft.): FIRST BUILDING SECOND BUILDING SUB- SUB - FLOOR EXISTING NEW TOTAL EXISTING NEW TOTAL 6th Floor 51h Floor 4th Floor 3rd Floor 2nd Floor Mezzanine 1stFbor 1438 Basement TOTAL 1438 Area of Project Tenant I Alteration f Renovation: Area of Construction: 1438 - OCCUPANCY INFORMATION Primary Occupancy. Assembly ❑ AA ❑ A-2 ❑ A3 ❑ A4 ❑ A5 ❑ Business 17,, Educational Factory❑ F-1 Moderate ❑ F-2Low Hazardous H-1 Detonate ElH-2 Deflagrate ElH3 Combust ❑ H-4 Health ❑ H5 HPM Institutional - 1 ❑ 1-2 ❑ 13 ❑ I-4 1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ Mercantile Residential ❑ R-1 ❑ R-2 ❑ R3 ❑ R-4 Storage ■ S-1 ❑ S-2 ❑ High -pied S-1 Special Condition: ■ Repair Garage (406.6) S-2 Special Condition - Parking Garage: ❑ Open (406.3) ❑ Enclosed (406.4) ❑ Utility and Miscellaneous Other Uses: Accessory Uses (Indicate Percentages): Incidental Uses: Special Occupancies: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412 ❑413 ❑414 111415 ❑416 ❑417 ❑418 ❑419 ❑420 ❑421 Maed Occupancy: IN No ❑ Yes Separation: Hr. Exception: ❑ Non -Separated Maed Occupancy (508.3.2) ❑ Separated Mbced Occupancy (508.3.3) Actual Area of Occupancy A + Actual Area of Occupancy _ < 1 Allowable Area of Occupancy A Allowable Area of Occupancy B - - - + - _ < 1 00 ALLOWABLE AREA AND HEIGHT CALCULATIONS EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE NORTH 52.5 52.5 30 SOUTH52.5 52.5 30 EAST 28.5 28.5 30 WEST 28.5 28.5 30 TOTAL 162 P 162 F 30 W Increase Frontage 75 % Sprinklers WA % STORY NO. OCCUPANCY (A) BLDG. AREA PER STORY (ACTUAL) (B) TABLE 503 5 AREA (C) AREA FOR FRONTAGE INCREASE' (D) AREA FOR SPRINKLER INCREASE' (E) ALLOWABLE AREA OR UNLIMITED' Ratio of Actual / Allowable (F) MAXIMUM BUILDING AREA Serration Rating Required 1 OIL CHANGE 1 S-1 1438 9,000 6,750 NA 15,750 A 15,750 NA ' Open Space area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum with = 162 (F) b. Total Bullding Perimeter =162 (P) c. Ratio (F/P) = 1 (F/P) d. W = Minimum width of public way = 30 (W) e. Percent of frontage increase f I =100 [F/P - 0.251 x W/30 = 75 (%) 2 The sprinkler increase per Section 506.3 is as follows: a. Multi -story building I s 200 percent b. Single story building I e 300 percent ' Unlimited area applicable under conditions of Sections Group B, F, M, S, A3, Ad, (507); Group A motion picture (507.10); covered mall buildings (402.6); and H-2 aircraft paint hangers (507,8). r Maxdmum Building Area =total number of stories in the building x E (506.4). 5 The maximum area of parking garages must comply with 406.3.5. The maximum area of air traffic control towers must comply with 412.1.2. ALLOWABLE HEIGHT ALLOWABLE (TABLE 503) INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE REFERENCE Type of Construction Type V B Type V B Table 601 Building Hgt. in Feet Feet 40' Feet = H + 20' =NA Feet 29-6' Table 503 Building Hgt. in Stales Sees 1 Stories + 1 = NA Stones 1 Table 503 FIRE PROTECTION REQUIREMENTS Life Safety Plan Sheet #, Ifprovided BUILDING ELEMENT FIRE SEPARATION DISTANCE (FEET) RATING DETAIL # AND SHEET# DESIGN # FOR RATED ASSEMBLY DESIGN # FOR RATED PENETRATION DESIGN # FOR RATED JOINTS REQ'D PROVIDED (WI! REDUCTION) Structural Frame, including columns, girders, trusses X 0 0 X X X X Bearing Walls Exterior North 0 0 0 X X X X East 0 0 0 X X X X West 0 0 0 X X X X South 0 0 0 X X X X Interior Nonbearing walls and Partitions Exterior walls North NIA 0 0 X X X X East NIA 0 0 X X X X West NIA 0 0 X X X X South NIA 0 0 X X X X Interior walls and partitions NIA 0 0 X X X X Floor Construction Including supporting beams and joists X 0 0 X X X X Roof Construction Including supporting beams and joists X 0 0 X X X X Shaft Enclosures - Exit NIA 0 0 X X X X Shafts Enclosures - Other NIA 0 0 X X X X Corridor Separation WA 0 0 X X X X Occupancy Separation NIA 0 0 X X X X Party/Fire Wall Separation NIA 0 0 X X X X Smoke Barrier Separebw NIA 0 0 X X X X Tenant Separation NIA 0 0 X X X X Incidental Use Separation N/A WA 0 X X X X Indicate section number permitting reduction LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: I ] No ■ Yes Smoke Detection Systems: ■ No _1 Yes ❑Partial Exit Signs: - No ■ Yes Panic Hardware: ❑ No ■ Yes FireAlann: IN No ❑ Yes LIFE SAFETY PLAN REQUIREMENTS Fire and /or smoke rated wall locations (Chapter 7) ❑ Maximum calculated occupant load capacity each exit door I Assumed and real property line locations can accommodate based on egress width (1005.1) Exterior wall opening area with rasped ❑ Actual occupant load for each exit door to distance to assumed property lines ❑ A separate schematic pian indicating where fire rated Existing structures wtthin 30' of the proposed building floor/ceiling and/or roof structure is provided for ❑ Occupancy types for each area as it relates purposes of occupancy separation to occupant bad calculation (Table 1004.1.1) ❑ Location of doors with panic hardware (1 D08.1,10) L Occupant loads for each area ❑ Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) ❑ Exft access travel distances (1016) ❑ Location of doors with electromagnetic egress locks (1 W8.1.9.7) ❑ Common path of travel distances (1014.3 81028.8) ❑ Location of doors equipped with hold -open devices ❑ Dead end lengths (1018.4) ❑ Location of emergency escape windows ❑ Clear exit widths for each exit door ❑ The square footage of each fire area (902) ❑ The square footage of each smoke compartment (407.4) ❑ Note and code exception or table notes that may have been utilized regarding the items above. PERCENTAGE OF WALL OPENING CALCULATIONS THIS SECTION FOR ADDITIONS, NEW AND CHANGE OF USE Allowable Openings per Table 704.8 Nc limit per "Greater than 30' " fire separation distance. WALL LEGENDS THIS SECTION REQUIRED FOR ALL PROJECTS CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS J Fire Partitions 708 ❑ Fire Walls 705 Fire Banters 706 ❑ Smoke Partitions 710 ❑ Smoke Barriers 709 ❑ Shaft Endosure 707 EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS FLOOR, ROOM OR MINIMUM' TRAVEL DISTANCE ARRANGEMENT MEANS OF SPACE DESIGNATION NUMBER OF EXITS EGRESS'' SECTION 1014.2 REQUIRED SHOWN ALLOWABLE TRAVEL ACTUAL REQUIRED ACTUAL ON PLANS DISTANCE TRAVEL DISTANCE DISTANCE (TABLE 1015.1) DISTANCE BETWEEN SHOWN ON SHOWN ON PLANS EXIT DOORS PLANS S-1 1 1 100 41'-V - ' Corridor Dead Ends (Section 1017.3) ' Common Path of Travel (Section 1014.3) Single Exits (Table 1019.2), Spaces with one means of egress (fable 1015.1) EXIT WIDTH USE GROUP (a) (b) (c) EXIT WIDTH (h)OR SPACE DESCRIPTION AREA' sq. ft AREA' PER OCCUPANT (Table1004.1.1) CALCULATED OCCUPANT LOAD (a+b) EGRESS WIDTH PER OCCUPANT (Table1005.1) REQUIRED WIDTH (Section 1005.1) (alb)xc ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL S-1 INDUSTRIAL 1281 100 13 I ACCESSORY STORAGE181 300 1 TOTAL 14 .3 .2 4.3 1 2.8 1 NA 32' ' See Table 1004.1 to determine whether net or gross area is applicable. , See Section 1004.5 for converging exits. 2 See definition 'Arsa, Gross' and "Area, Nee (Section 1002). 5 The loss of one means of egress shall not reduce the available Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door Mdth (Section 1008.1) a capacity Y than 50 rent of the total required (Section 1005,1) s Assembly Occupancies (Section 1025). Minimum width of exit Dassimewav (Section 1021.2) AREA MAP VICINITY MAP JI INDEX OF DRAWINGS ARCHITECTURAL AT COVER SHEET & APPENDIX B A-100 FLOOR PLAN AND SCHEDULES A-100.1 PIER DETAILS A-101 ROOF PLAN A-102 DUMPSTER SCREEN A-103 OVERHEAD DOORS A-200 ELEVATIONS A-300 SECTIONS A-301 SECTIONS A-302 SECTIONS AND DETAILS A-303 BUILDING SECTIONS STRUCTURAL so S1 GENERAL NOTES TYPICAL DETAILS REVIEW DATE /-c-1-G- CITY OF ZEPHYRHILLS FIRE AND UFE SAFETY EXAMINE SCHEDULE OF SPECIAL INSPECTION SERVICES ENERGY SUMMARY S2 S3 FOUNDATION AND SLAB PLAN ROOF FRAMING PLAN ■ No special inspections required for this project = Special inspections required ENERGY REQUIREMENTS The following data shall be considered minimum and any special attribute required to meet the energy code S4 SECTIONS AND DETAILS shall also be provided. Each Designer shall furnish the required portions of the project infomation for the plan S5 SECTIONS AND DETAILS The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows data sheet. If energy cost budget method, state the annual energy cost budget vs. allowable annual energy cost S6 SECTIONS AND DETAILS budget. ❑ IT-1 Vsrificatan of Soils ❑ IT-10Inspection of Structural Steel Fabricators THERMAL ENVELOPE ❑ IT-2 Excavation and Fill ❑ IT-11 Structural Masonry Method of Compliance: PLUMBING ALL WORK SHALL �+CJtV+r 4 t y) �j� ElIT-3Piling and Drilling Piers ElIT-12 Welding El Prescriptive ® Performance El Energy Cost Budget P-1 SCHEDULE NOTES AND LEGEND WFFiACODES AND STANDARDS El ITS Modular Retaining Walls El IT-13 High Strength BofBolts3 Steel Framing Inspection Roof/Ceiling Assembly (each assembly) P-2 PLUMBING PLANS ❑ IT-5 Reinforced Concrete ❑ IT-14 Sprayed Fire -Resistance MaterialsDescription of assembly ❑ 1T5 Post Tension Slab ❑ IT-15 Exterior Insulation and Finish System P -3 PLUMBING TANK DETAILS ❑ IT-7 Pre -cast Concrete Erection ❑ IT-16 Seismic Resistance U-Value of total assembly ❑ IT-8 Pre -stressed Concrete ❑ IT-17Smoke Control R-Value of insulation nsp ❑ IT-9 Inspection of Pre -cast Fabricators ❑ IT-18 Detention Basin Skylights in each assembly - MECHANICAL ❑ IT-19 Special Cases U-Value of skylight - M-1 MECHANICAL PLAN Total square footage of skylights in each assembly Check the above boxes for the special inspection required for this project and list below specific special instructions Exterior Walls (each assembly) required under chapter 1T Description of assembly ELECTRICAL STRUCTURAL DESIGN U-Value of total assembly E-1 ELECTRICAL NOTES, LEGEND AND DETAILS R-Value of insulation E-2 ELECTRICAL PLANS DESIGN LOADS: Importance Factors. Wind (IV) SEE STRUCTURAL Openings (windows or doors with glazing) U-Value of assembly NOTE. E-3 ELECTRICAL DETAILS Snow (IS) DRAWINGS Shading coefficient -THE BUILDING IS TO BE s Seismic (IE) Projection factor Low e required, if applicable FIRE PROTECTION Door R-Values TE ,PERED AT ALL Live Loads Roof psf Mezzanine psf ) Walls adjacent to unconditioned space (each assembly Description ASS. THE GARAGE NA Floor sf of assembly U-Value of total assembly • ^ t�i Snow Load: psf S ARE TO BED mph ASCE-7-05 Basic Wind Speed P ( ) R-Value of insulation Openings (windows or doors with glazing) E N DURING _ Wind Load U-Value of assembly Exposure Category Low e required, if applicable Wind Base Shears Vx = Vy = Door R-Values BUSINESS HOURS. (for MWFRS) Walls below grade (each assembly) SEISMIC DESIGN CATERGORY ❑ A ❑ B ❑ C ❑ D Description of assembly Provide the following Seismic Design Parameters: U-Value of total assembly Occupancy Category (T1604.5m R-Value of insulation Spectral Res onse Acceleration SS = %g S, = %g P Site Classification _ ❑ Field Test ❑ Presumptive ❑ Historical Data et Floors over unconditioned space (each assembly) Basic Structural System (check one) Description of assembly Bearing Wall _ Dual w/ Special Moment Frame Building Frame _ Dual w/ Intermediate R/C or Special Steel U-Value of total assembly Moment Frame _Inverted Pendulum R-Value of insulation Seismic base shear Vx =_ Vy = Floors slab on grade Analysis Procedure _ Simplified _ Equivalent Lateral Force _ Modal Description of assembly Architectural. Mechanical, Components anchored U Value of total assembly R-Value of insulation DRINKING Horizontal/vertical requirement LATERAL DESIGN CONTROL Earthquake Wind `-N Slab Heated FOUNTAIN OT - REQUIRED WITH SOIL BEARING CAPACITIES OCCUPANT Field Test (provide copy of test report) psf LOAD OF 15 OR Presumptive Bearing capacity psf LESS PER ELECTRICAL SUMMARY Pile size, type, and capacity SECTION 403 2017 I PC. ELECTRICAL SYSTEM AND EQUIPMENT PLUMBING FIXTURE REQUIREMENTS Method of Compliance: SEE ELECTRICAL SHEEN E1 ❑ Prescripliv ElPerfo rice El Cost Bud OCCUPANCY WATER CLOSETS URINALS LAVATORIES SHOWERS/ TUBS DRINKING FOUNTAINS UNISEX UNISEX REGULAR ACCESSIBLE S-1 1 1 NA TOTAL REQUIRED 1 1 NA TOTAL PROVIDED 1 1 NA BUILDING DRAIN SIZE NUMBER OF BUILDING DRAINS TOTAL FIXTURE UNIT LOAD WATER NUMBER OF SERVICE SIZE WATER UNIT LOAD TOTAL FIXTURE UNIT LOAD NOTES e mha rangy g Lighting Schedule lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in the fixture total wattage per fixture total interior wattage specified vs allowed total exterior wattage specified vs allowed Equipment schedules with motors motor horsepower number of phases minimum efficiency motor type # of poles ACCESSIBLE PARKING MECHANICAL SUMMARY LOT OR PARKING AREA TOTAL # OF PARKING SPACES # OF ACCESSIBLE SPACES PROVIDED TOTAL # ACCESSIBLE PROVIDED REQUIRED PROVIDED REGULAR WITH 5' ACCESS AISLE VAN SPACES W/8' ACCESS AISLE TOTAL 6 MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Method of Compliance. ❑ Prescriptive ❑ Energy Cost Budget SEE MECHANICAL SHEET M1 Climate Zone Thermal Zone winter dry bulb summer dry bulb Interior Design Conditions SPECIAL APPROVALS winter dry bulb summer dry bulb Special approval: (Local Jurisdiction, Department of Insurance OSC, DPI. DHHS. ICC, etc. describe below) relative humidity Building Heating Load Building Cooling Load Mechanical Spacing Conditioning System SHELL VARIABLE FORM Unitary description of unit CHECK EACH APPLICABLE LINE TO MATCH SCOPE OF WORK, EDIT AS NECESSARY TO PROVIDE CLEAR DETAIL OF INSTALLATION. heating efficency Mechanical Plumbin 9 cooling efficency heat output of unit ❑ No work ❑ No work cooling output of unit ❑ Equipment set with _without power ❑ Install water service and sewer Boiler ❑ Trunk line installed without outlets 1-1Install building drain and or water distribution main with without branches total boiler output. If oversized, state reason. __with Chiller ❑ Gas line IN Install compete plumbing system total chiller capacity. If oversized, state reason. ■ Install complete operational system ❑ Other _ List equipment efficiencies ❑ Other Electrical SprinkJer - ❑ House panel Equipment schedules with motors ❑ Install complete sprinkler system ElService laterals to meter centers/panels located on building motor horsepower number of phases Building ❑ Demise wall and ceiling only minimum efficiency ❑ Install slab partial complete ❑ Conduit, duct raceway in slab motor type El Install demising walls # of poles ❑ Power and lighting circuits to 7 box ■ Install interior partitioning _ partial X- complete ❑ Install light fixtures ■ Install ceilings ❑ Install Heat/ Ac _ElevatorGenerator_-_ Parking lot lighting `3.1 White box ( additional interior completion p rmb ■Install complete system are required for Certificate of Occupancy and power) -_1 Other Other - - _ MATERIAL MANUFACTURER / ITEM NAME FLORIDA APPROVED NUMBER STOREFRONT OLDCASTLE BUILDING ENVELOPE FL 15103.4 STEEL DOORS INGERSOL RAND SZ SERIES FL 13884-R3 ROOFING FIRESTONE TRINITY TPO FL 15894.1 EIFS DRYVIT OUTSULATION FL 2030.1 SECTIONAL DOORS RAYNOR ALUMAVIEW AV200 FL 15212 HURRICANE RATED AEL 42 D 7060 FL NOA 11 0726.03 GRILLES FOR 42" PTAC UNIT CODE SUMMARY I. Applicable Codes: 201�4ational Electrical Code Florida Building Code 6th Edition (201 Fuel Costs Florida Building Code 6th Editio 017) Accessibility Florida Building Code 6th Edit��017) Mechanical Florida Building Code 6th Edition (2017) Building Florida Building Code 6th Edition (2017) Plumbing Florida Building Code 6th Edition (2017) Energy Conservation Florida Building Code 6th Edition (2017) Existing Building Florida Fire Prevention Code 6th Edition (2017) BUILDING KEY PLAN SCALE: NTS I I 10, d I+ CY) U) LL WJ� 0 v J �� L-J Z== Q�� z }- W CL CULU LUw 0 IN i I- > LLJ 0 OQ_J o LO m Z I- H- J 0 Z UJWQ _ Q<Lo 0 ILL zN� 1 W r- r Quo 9 O� J Oros 3Oo c 1 7Z0 1 z L4 1 W O �4 �W��E N �? N a- 3 1 } 1 e '1 F � e' This Drowinq s the properly of Childrey Robinson Associates. This Drawing is not to be copied 'n Whole or ,n Port. This Droving or the informotron here upon is not to be used on ony other project rid must be returned to Childrey Robinson Associates upon request. Copyright 2006. Childrey Robinson Associates_ Written dimensions take precedence over scaled dimensions. VVI, OF °R � Q' o v w ', �; 1 3: ; x p� AR 1023? t J'IZ�Z�j REV, DESCRIPTION 01-12-2023 AmT