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Home My WebLink About7490 Gall Blvd (4)Y rA COMcheck Software Version 4.1.4.0 N/ Interior Lighting Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: P13-LC LRG Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 7490 Gall Boulevard Chick-fil-A Kurzynske & Associates Zephyrhills, FL 33541 5200 Buffington Road 2900 Lebanon Pike Atlanta, GA 30349 Suite 201. Nashville, TN 37214 Additional Efficiency Package(s) 615-255-5203 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-Dining: Cafeteria/Fast Food 4990 0.81 4042 Total Allowed Watts = 4042 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Dining: Cafeteria/Fast Food LED: A/AE: Kitchen Troffer: Other: 1 24 59 1416 LED: B1: Kitchen Task Light: LED Undercabinet Unit 24W: 1 1 32 32 LED: D3/D3E: LED Downlight: LED Other Fixture Unit 13W: 1 73 21 1533 Compact Fluorescent: F: Egg Light: Spiral 13W: Electronic: 1 4 12 48 LED: N: Lavatory Wall Sconce: Other: 1 4 11 44 LED: P1: Peach Upside Down Basket: Other: 1 4 22 88 LED 6: U: Glass Pendant: Other: 1 11 8 88 Total Proposed Watts = 3249 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation j�g"ggrfts in COMcheck Version 4.1.4.0 and to comply with any applicable mandatory requirements listed in the Inspectio2jeclo r�leo® Mark Kurzynske, P.E. ��`�� S•�,!�4�'�® 7/30/20 Name - Title SignatuW*! `y.; �, Date ♦ � s N 53 � ti o® • � 4 r s e - uI `. (Z STATE OF �]0% r Project Title: P13-LC LRG ty $ %%% ` Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.5 - Zephyrhills, F1 Page 1 of 20 4040\zComCheck\CFA-4040-P13 LC—LRG-Florida Energy Code.cck c COMcheck Software Version 4.1.4.0 E,cterior Lighting Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: P13-LC LRG Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 7490 Gall Boulevard Chick-fil-A Kurzynske & Associates Zephyrhills, FL 33541 5200 Buffington Road 2900 Lebanon Pike Atlanta, GA 30349 Suite 201 Nashville, TN 37214 615-255-5203 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Parking area 35170 ft2 0.06 Yes 2110 Main entry 6 ft of door 20 Yes 120 Other door (not main entry) 13 ft of door 20 Yes 260 Illuminated area of facade wall or surface 1500 ft2 0.1 No 150 Order Canopy (Free standing/attached sales canopy) 1232 ft2 0.6 Yes 739 OMD Canopy (Free standing/attached sales canopy) 736 ft2 0.6 Yes 442 Total Tradable Watts (a) = 3671 Total Allowed Watts = 3821 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures D Fixture Waft. E (C X D) Parking area (35170 ft2): Tradable Wattage LED: OD: LED Site Lighting: Other: 2 11 153 1683 Main entry (6 ft of door width): Tradable Wattage LED: Z1: Integral Canopy Ltg: Other: 1 3 13 39 Other door (not main entry) (13 ft of door width): Tradable Wattage LED: Z1: Integral Canopy Ltg: Other: 1 4 13 52 Illuminated area of facade wall or surface (1500 ft2): Non -tradable Wattage LED: OA: Wall Sconce: Other: 1 15 24 360 Order Canopy ( Free standing/attached sales canopy 1232 ft2): Tradable Wattage LED: Z2: Integral Canopy Ltg: Other: 1 4 74 296 OMD Canopy ( Free standing/attached sales canopy 736 ft2): Tradable Wattage LED: Z2: Integral Canopy Ltg: Other: 1 4 74 296 Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, F1 Page 2 of 20 4040\zComCheck\CFA-4040-P13 LC—LRG-Florida Energy Code.cck Total Tradable Proposed Watts = 2366 Exterior Lighting Compliance Statement Compliance StatemceCt. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.4.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Mark Kurzynske, P.E. e,��ass�eagifts., 7/30/20 Name - Title Signature ,♦ •e y ♦ Date 4°•d eQ r V C • .,�� V O •• • :UJ•• ;� •. STATE O lop All w 18112 Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 3 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy Code.cck COMopheck Software Version 4.1.4.0 Mechanical Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: P13-LC LRG Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 7490 Gall Boulevard Chick-fil-A Kurzynske & Associates Zephyrhills, FL 33541 5200 Buffington Road 2900 Lebanon Pike Atlanta, GA 30349 Suite 201 Nashville, TN 37214 Additional Efficiency Package(s) 615-255-5203 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description 1 AC#1 (25-TON) (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 384 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et Cooling: 1 each - Single Package DX Unit, Capacity = 288 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 10.50 EER, Required Efficiency: 9.80 EER + 11.4 IEER Fan System: None 1 AC#2 (17.5-TON) (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 384 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et Cooling: 1 each - Single Package DX Unit, Capacity = 209 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 10.80 EER + 12.2 IEER Fan System: None 1 AC#3 (20-TON) (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 384 kBtu/h Proposed Efficiency = 80.00% Et, Required Efficiency: 80.00 % Et Cooling: 1 each - Single Package DX Unit, Capacity = 247 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 9.80 EER + 11.4 IEER Fan System: None 1 Water Heater 1: Electric Storage Water Heater, Capacity: 60 gallons w/ Circulation Pump and Heat Trace Tape Installed Proposed Efficiency: 0.85 EF, Required Efficiency: 0.85 EF Mechanical Compliance Statement � 11111l11!! Compliance Statement. The proposed mechanical design represent drF� Agkjl consistent with the building plans, specifications, and other calculations submitted with this permit a .,Rio 06 echanical systems have been designed to meet the 2017 Florida Building Code, Energy Conser�j1i r� ( irk rgs'' check Version 4.1.4.0 and to comply with any applicable mandatory requirements listed in the Inspe,Fi'ilttclClist. Mark Kurzynske, P.E. =;' �$ •:7/30/20 Name - Title Signatu _ *; U; Date • • :O: Ol - •/• STATE • a Project Title: P13-LC LRG �� s •.; 0 14 � .• �`� Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA Ne&," i�\2* CC.S - Zephyrhills, FI Page 4 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy��►ap�l®�� COMcheck Software Version 4.1.4.0 Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. C103.2 Plans, specifications, and/or ❑Complies [PR2]1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ❑Not Observable systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and :handbooks. C103.2 Plans, specifications, and/or ❑Complies [PR3]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water .heating systems and equipment and :❑Not Applicable document where exceptions to the 'standard are claimed. Hot water system sized per manufacturer's sizing ouide. C405.6 Plans, specifications, and/or ❑Complies [PR17]1 calculations provide all information ❑Does Not .with which compliance can be ❑Not Observable i .determined for the electrical systems ❑Not Applicable and equipment and document where :exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors (for feeder and branch circuits) sized in accordance with approved plans with maximum drop of 5% voltage drop total. C103.2 ;Plans, specifications, and/or ❑Complies [PR4]1 :calculations provide all information ❑Does Not with which compliance can be ❑Not Observable':: determined for the interior lighting Applicable and electrical systems and equipment :❑Not .and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of; bulbs and ballasts, transformers and control devices. 11 High Impact (Tier 1) , Medium Impact (Tier 2) 3:'1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, F1 Page 5 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy Code.cck C103,2 Plans, specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting Applicable and electrical systems and equipment ;❑Not and document where exceptions to .the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies [PR9)1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2,,J Medium Impact (Tier 2) 13'`'1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, F Page 6 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C403.2.4.Snow/ice melting system sensors for ❑Complies 5, future connection to controls. Freeze ❑Does Not C403.2,4. 'protection systems have automatic 6 controls Mstalled. ❑Not Observable" [FO9]3 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ".' Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 7 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy Code.cck C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. Not Observable [PL6]3 ❑Not Applicable C404.5, "Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume -]Does Not C404.5.2 requirements. Refer to section details. ❑ Not Observable ! [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. :❑Not Observable [PL6]3 ❑Not Applicable C404.5, Heated water supply piping conforms ;❑Complies C4045.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.6.1, ;Automatic time switches installed to _.._.....__...... ..............................._.._.__.._._...._....._................_............._.......___.._.___..__. ❑Complies C404.6.2 automatically switch off the ❑Does Not [PL3]1 recirculating hot-water system or heat ❑Not Observable ; trace. ❑Not Applicable C404.6.3 Pumps that circulate water between a❑Complies [PL7]3 heater and storage tank have controls❑Does Not ,that limit operation from startup to ❑Not Observable: <= 5 minutes after end of heating ❑Not Applicable cycle. C404.6.3 Pumps that circulate water between a❑Complies [PL7]3 heater and storage tank have controls❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating Applicable cycle.❑Not C404.6.3 ;Pumps that circulate water between a ...... _...... _.____ _ :❑Complies [PL7)3 heater and storage tank have controls ❑Does Not :that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a❑Complies [PL7]3 heater and storage tank have controls❑Does Not that limit operation from startup to ❑Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.7 Water distribution system that pumps ❑Complies [PL8]3 '" water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable; through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3''1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 8 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C404.7'Water distribution system that pumps ."Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable :through cl cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water 'entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps❑Complies [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source .❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. C404.7 ' Water distribution system that pumps ❑Complies [PL8]3_ water from a heated -water supply ❑Does Not .pipe back to the heated -water source ❑Not Observable 'through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have :controls that start the pump upon `receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water :entering the cold -water piping to 104°F. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2: ° Medium Impact (Tier 2) 13'' Low Impact (Tier Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 9 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck Section. Mechanical Rough -in Inso Coompties. �triments/Assumptions & Req.ID C402,2.6 !Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable: ❑Not Applicable C403.2.12 HVAC fan Systems at design ❑Complies ; See the Mechanical Systems list for values. .1 =conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑Not Observable ; system bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan' ;❑Not Observable'. system bhp. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies See the Mechanical Systems list for values. .1 conditions do not exceed allowable ❑Does Not [ME65]3 ;fan system motor nameplate hp or fan ❑Not Observable system bhp. ❑Not Applicable ? C4.012.12 Fans have efficiency grade (FEG) >= ❑Complies 3 67. The total efficiency of the fan at❑Does Not [ME11712 ;:the design point of operation <= 15% 3 ❑Not Observable of maximum total efficiency of the fan. ❑Not Applicable C403.2.12Fans have efficiency grade (FEG) >= ❑Complies .3 =67. The total efficiency of the fan at ❑Does Not (ME117)2 ;the design point of operation <= 15% ❑Not Observable' of maximum total efficiency of the ❑Not Applicable fan. C403 2 12Fans have efficiency grade (FEG) >= ❑Complies 3 67. The total efficiency of the fan at ❑Does Not [MEr1.171z the design point of operation <= 15% []Not Observable Of maximum total efficiency of the fan. ❑Not Applicable C�3Q3 29 .;HVAC ducts and plenums insulated ❑Complies 1,1,! :and sealed according to Florida ❑Does Not [ME6012 ;;Section C403.2.9, Table C403.2.9.1. ❑Not Observable ❑Not Applicable C403.2.9. 'All ducts, air handlers, filter boxes, __._..... �...__ _�_.. _ _ .. ...... .. !❑Complies 2 'building cavities, mechanical closets ❑Does Not [ME79]2 and enclosed support platforms that ❑Not Observable' form the primary air containment ❑Not Applicable passageways for air distribution ; ;,;systems are constructed and erected in accordance with Table C403.2.9.2 and with Chapter 6 of the Florida ;Building Code, Mechanical. Ducts are be constructed, braced, reinforced and installed to provide structural :strength and durability. All transverse joints, longitudinal seams and fitting connections are securely fastened in ;accordance with the applicable standards of this section. 1 I High Impact (Tier 1) ,,,-,,2 "1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, Fi Page 10 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck & Req.IDBEI C403.2,9. Duct insulation is protected from ❑Complies 1.2 damage but not limited to the ❑Does Not [ME'80]? ',following: 1. Insulation exposed to weather is suitable for outdoor ❑Not Observable service. Cellular foam insulation is ❑Not Applicable protected or painted with a coating that is water retardant and provides shielding from solar radiation. 2. Insulation covering cooling ducts located outside the conditioned space is vapor retardant located outside the insulation, all penetrations and joints of which shall be sealed. C4012.9. `Additional insulation with vapor ❑Complies 1.3:barrier is provided where the ❑Does Not [ME6.minimum duct insulation requirements. ❑Not Observable of Section C403.2.9.1.1 are :-determined to be insufficient to []Not Applicable prevent condensation. C403 213 ` Unenclosed spaces that are heated ❑Complies (ME71] use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C401.2.3 ''' HVAC equipment efficiency verified. ❑Complies see the mechanical Systems list For values. [ME55]2 ❑Does Not -]Not Observable'i ❑Not Applicable C403.2.9. Ducts, air handlers, filter boxes, ❑Complies 3 building cavities, mechanical closets ❑Does Not (ME,I,O • .' and enclosed support platforms that ❑Not Observable form the primary air containment passageways for air distribution ❑Not Applicable ;systems are sealed in accordance with: the applicable criteria of this section and Table C403.2.9.2. Cavities in framed spaces are not ❑Complies used to deliver air from or return air to ❑Does Not the conditioning system unless they ❑Not Observable ; contain an air duct insert which is ❑Not Applicable insulated in accordance with Section C403.2.9.1 and constructed and sealed in accordance with the requirements of Section C403.2.9.2 appropriate for the duct materials used. Air distribution systems are sized and ❑Complies designed in accordance with ❑Does Not recognized engineering standards. ❑Not Observable Refer to section details. ❑Not Applicable Air -handling units not installed in ❑Complies attics of commercial buildings. ❑Does Not ❑Not Observable ❑Not Applicable 1 : High Impact (Tier 1) 2Medium Impact (Tier 2) 3"1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 11 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C408.2.2. Air system balancing accomplished in 'HComplies 1 a manner to first minimize throttling ❑Does Not [ME53]3 ;losses, then for fans with fan system power greater than 1 hp, fan speeds ❑Not Observable shall be adjusted to meet design flow❑Not Applicable conditions. Balancing procedures shall be in accordance with NEBB Procedural Standards, the AABC, National Standards, or equivalent 3 procedures. C403.2.6. 'Demand control ventilation provided ❑Complies 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side Applicable !economizer, auto modulating outside❑Not air damper control, or design airflow >3,000 cfm. C403.2.6, :Enclosed parking garage ventilation LJComplies 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable' :fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable []Not Applicable C403.2.8 Kitchen exhaust systems comply with❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable' rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.4.4. Multiple zone VAV systems with DDC LJComplies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 `pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME'110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable '. C403.4.4. Multiple zone VAV systems with DDC LJComplies I See the Mechanical Systems list for values. 6 eof individual zone boxes have static I❑Does Not [ME11013 ,pressure setpoint reset controls. i❑Not Observable ❑Not Applicable C408.2.2. 'Air outlets and zone terminal devices LJComplies 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ; ❑Not Applicable C403.5, Refrigerated display cases, walk-in ❑Complies C403.5.1, ,'coolers or walk-in freezers served by ❑Does Not C403.5.2 remote compressors and remote 'condensers ❑Not Observable; [ME12313 not located in a ❑Not Applicable condensing unit, have fan -powered condensers that comply with Sections C403.5.1 and refrigeration compressor. ,systems that comply with C403.5.2.. 1 High Impact (Tier 1) T 2 Medium Impact (Tier 2) Low Impact (Tier 3)� Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 12 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck ,ecxion #may NiecttanFca[ [ouglh=ln 1ispect�or+ y Complies? mmentstAssumptions &,ReaAD ♦ x , _� f. affix . C403.5.3 'Condensing coils installed in cool air ❑Complies [ME124]3 stream of another air-conditioning ❑Does Not :unit. The condensing coil of one air- conditioning unit shall not be installed 3 ❑Not Observable in the cool air stream of another air- ❑Not Applicable conditioning unit. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3`1 Low Impact (Tier 3)—! 3 Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 13 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck Section # Rough -in Electrical Inspection Complies? Comments/Assumptions & Req.ID ,. C405.2.1 :Lighting controls installed to uniformly ❑Complies [EL15]1 reduce the lighting load by at least ❑Does Not 50%. - ❑Not Observable' ❑Not Applicable C405.2.1 :Occupancy sensors installed in ❑Complies [EL18]1 required spaces. ❑Does Not -]Not Observable' ❑Not Applicable C405 2,1, „!Independent lighting controls installed ❑Complies C405 2 2, ; per approved lighting plans and all ❑Does Not 3 ". ;manual controls readily accessible and ❑Not Observable [EL23]2 "!visible to occupants. ❑Not Applicable ' C405:21. 1 z' [7 L22]� 'Automatic controls to shut off all building lighting installed in all :buildings' '❑Complies ElDoes Not ;❑Not Observable'. ❑Not Applicable C405.23 ,' Daylight zones provided with _._._.._.............. _............ __.... . ❑Complies [EL16I2 Jndividual controls that control the ❑Does Not lights independent of general area ❑ Not Observable lighting. ❑Not Applicable . _ .............. C405.2.3, Primary sidelighted areas are .._._.._..................._._.......__.._._. .... ........... ❑Complies C405.2.3. 'equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area L IComplies C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting 'controls. .❑Not Observable C405.2.3. 3 ❑Not Applicable [EL21]1 C405,2.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable' ❑Not Applicable C405,2.4 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.2.5 :Automatic lighting controls for exterior ❑Complies [EL25]na0 :lighting installed. Controls will be ❑Does Not daylight controlled, set based on ❑Not Observable .business operation time -of -day, or ❑Not Applicable reduce connected lighting > 30%. C405.3 Exit signs do not exceed 5 watts per "OComplies [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 'Medium Impact (Tier 2) 13; Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 14 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy Code.cck I I High Impact (Tier 1) 2;, Medium Impact (Tier 2) 3'' Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 15 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C303.3, Furnished 0&M instructions for LJComplies C408.2.5. "systems and equipment to the ❑Does Not 2 [FI1713 building owner or designated representative. ❑Not Observable ❑Not Applicable _.._ _._............. . ...._.._.____ C303.3, Furnished 0&M manuals for HVAC .............. .......__........__ _ __.__� ❑Com lies C408.2.5. 'systems within 90 days of system ❑Does Not 3 [Fl8]3 acceptance. ❑Not Observable', ❑Not Applicable C403.2.4. Minimum one humidity control device❑Complies 2.4 per installed ❑Does Not [F156]3 humidification/dehumidification ❑Not Observable system. Controls prevent simultaneous operation of ❑Not Applicable humidification and dehumidification equipment. C403.2.4.:` Minimum one humidity control device _ ❑Complies 2.4 per installed ❑Does Not [FI56]3 humidification/dehumidification ❑Not Observable: system. Controls prevent simultaneous operation of ❑Not Applicable humidification and dehumidification equipment. C403.2.4. 'Minimum one humidity control device i❑Complies 2.4'< per installed ❑Does Not [F156]3 humidification/dehumidification ❑Not Observable system. Controls prevent simultaneous operation of ❑Not Applicable .humidification and dehumidification equipment. C403.2.1 1 HVAC systems and equipment design ❑Complies [F150]3 loads calculated in accordance with ❑Does Not =ANSI/ASHRAE/ACCA Standard 183 or ❑Not Observable .ACCA Manual N or by an approved ❑Not Applicable equivalent computational procedure. Design loads shall be attached to the :code compliance form submitted to the building department when the building is permitted or, in the event the mechanical permit is obtained at a' later time, the sizing calculation shall be submitted with the application for the mechanical permit. C403.2.2 [F127]3; ; "HVAC systems and equipment capacity does not exceed calculated loads. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. 'Heating and cooling to each zone is ❑Complies 1 =controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. ;Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not (F147]3 Minimum one humidity control device ❑Not Observable' per installed 'humidification/dehumidification ❑Not Applicable system. 1 I High Impact (Tier 1) Medium Impact (Tier 2) 3! Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 16 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C403.2.4. ;Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not (F147]3 Minimum one humidity control device per installed ❑Not Observable'' humidification/dehumidification ❑Not Applicable system. C403.2.4. ;Thermostatic controls have a 5 'F ❑Complies 1.2 deadband. ❑Does Not [F[38]3 ❑Not Observable ❑Not Applicable Temperature controls have setpoint I -lComplies overlap restrictions. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback LJComplies 2 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable C404.12.2 Public lavatory facilities equipped with !❑Complies u [F153]3 :outlet devices which limit the flow of ❑Does Not hot water to a maximum of 0.5 gpm or; ❑Not Observable' are equipped with self -closing valves °❑Not Applicable that limit delivery to a per cycle maximum of 0.25 gallons of hot water 'for recirculating systems and to a :maximum of 0.50 gallons for non- recirculatina systems. C404.12.2'Public lavatory water temperature LJComplies [F15713 <=110°F. ❑Does Not ❑Not Observable' ❑Not Applicable C404.12.1 ; Showers used for non -safety reasons ❑Complies [FI52]3 equipped with flow control devices to ❑Does Not limit the water discharge to a ❑Not Observable maximum of 2.5 gpm per shower head. Flow restricting inserts used as ❑Not Applicable j a component part of a showerhead are mechanically retained at the point of manufacture C408.2.2' Construction documents require that a LJComplies [FI54]3 #written balance report be provided to ❑Does Not the building owner or rep for HVAC ❑Not Observable' systems serving zones with total ❑Not Applicable condition area > 5,000 sgft. Air distribution systems shall be tested, "adjusted, and balanced by a licensed engineer or certified company. C403.2.4. 'Automatic Controls: Setback to 551F ❑Complies 2.1, (heat) and 85°F (cool); 7-day clock, 2- ❑Does Not E C403.2.4, hour occupant override, 10-hour ❑Not Observable 2.2 [F140]3 backup ❑Not Applicable C404.3 'Heat traps installed on supply and ❑Complies [FI11]3 discharge piping of non -circulating ❑Does Not systems. ❑Not Observable' ❑Not Applicable 1 I High Impact (Tier 1); ;Medium Impact (Tier 2) '', Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 17 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck All piping insulated in accordance with ❑Complies section details and Table C403.2.10. ❑Does Not • ❑Not Observable ❑Not Applicable C404.6.1 Controls are installed that limit the ❑Complies [FI12]3 operation of a recirculation pump ❑Does Not installed to maintain temperature of a ❑Not Observable; .storage tank. System return pipe is a ❑Not Applicable dedicated return pipe or a cold water .supply pipe. C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 :lighting power is consistent with what ❑Does Not is shown on the approved lighting Observable plans, demonstrating proposed watts❑Not ❑Not Applicable are less than or equal to allowed watts. C405.5.1 :Exterior lighting power i5 consistent ❑Complies See the Exterior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating proposed watts are less than or equal ❑Not Observable' to allowed watts. ❑Not Applicable C408.2.1 :Commissioning plan developed by ❑Complies [F128]1 registered design professional or ❑Does Not :approved agency. ❑Not Observable ❑Not Applicable C408.2.3. 'HVAC equipment has been tested to ❑Complies 1 'ensure proper operation. ❑Does Not [F131]1 ❑Not Observable' ❑Not Applicable C408.2.3. :HVAC control systems have been ❑Complies 2 'tested to ensure proper operation, ❑Does Not [F[10]1 :calibration and adjustment of controls. ❑Not Observable; ❑Not Applicable C408.2.4 ;Preliminary commissioning report ❑Complies [F129]1 'completed and certified by registered ❑Does Not design professional or approved ❑Not Observable' agency. ❑Not Applicable C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. Furnished as -built drawings for []Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. :An air and/or hydronic system ❑Complies 3 'balancing report is provided for HVAC ❑Does Not [FI43]1 systems. -]Not Observable ❑Not Applicable C408.2.5. :Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable 1 I High Impact (Tier 1) 2; Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.5 - Zephyrhills, FI Page 18 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck C408.3 Lighting systems have been tested to [FI33)1 ensure proper calibration, adjustment programming, and operation. Additional Comments/Assumptions: ;L-lComplies ❑Does Not ❑Not Observable' ❑Not Applicable 11 High Impact (Tier 1)' Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.5 - Zephyrhills, FI Page 19 of 20 4040\zComCheck\CFA-4040-P13 LC_LRG-Florida Energy Code.cck Project Title: P13-LC LRG Report date: 07/30/20 Data filename: F:\Prototypes\Chick-fil-A\2020-CFA Projects\CFA New Store Projects\20090.CC.S - Zephyrhills, FI Page 20 of 20 4040\zComCheck\CFA-4040-P13 LC LRG-Florida Energy Code.cck COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Vertical Glazing / Wall Area: 2017 Florida Building Code, Energy Conservation Chick-Fil-A Store #04040 Zephyrhills, Florida 2a New Construction 15% Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL 33541 Chick-Fil-A Cohen Carnaggio Reynolds 5200 Buffington Road 2920 1st Ave. S. Atlanta, GA 30349 Birmingham, AL 35233 (404) 765-8000 (205) 324-8864 Additional Efficiency Package(s) High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. BuildingArea Floor Area 1-Dining: Cafeteria/Fast Food : Nonresidential 4990 Envelope Assemblies Assembly Roof 1: Insulation Entirely Above Deck: High Albedo Roof Required, 3- Year-Aged Solar Reflectance Index = 84.00 (d), [Bldg. Use 1 - Dining: Cafeteria/Fast Food] - Floor 1: Slab-On-Grade:Unheated, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (c) NORTH NORTH: WOOD STRUCTURE: Wood -Framed, 16" o.c., [Bldg. Use 1 - Dining: Cafeteria/Fast Food] WD-1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-3: Metal Frame with Thermal Break:Fixed, Pert. Specs.: Product ID N/A, SHGC 0.22, PF 0.54, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-4: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-5: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-6: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter 4797 --- 20.0 0.048 0.039 349 --- --- 0.730 0.730 1620 0.0 19.0 0.044 0.064 48 --- --- 0.490 0.500 48 --- --- 0.490 0.500 48 --- --- 0.490 0.500 48 --- --- 0.490 0,500 48 --- --- 0.490 0.500 48 --- --- 0.490 0.500 Project Title: Chick-Fil-A Store *04040 Report date: 07/27/20 Data filename: G:\Chick-fil-A\17013A REDRAW CFA #04040 Zephyrhills FSU, Zephyrhills, FL\Zephyrhills Page 1 of 11 ComCheck_2020.cck Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Food] (b) WD-7: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 48 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food)(b) TW-1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 8 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.45, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) TW-2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 16 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 1.65, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) TW-3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 8 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.45, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-8: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 26 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.15, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) WD-9: Metal Frame with Thermal Break:Fixed, Pert. Specs.: Product ID 26 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.15, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) DR-1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: 23 --- --- 0.800 0.830 Product ID N/A, SHGC 0.21, PF 0.15, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) DR-2: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: 23 --- --- 0.800 0.830 Product ID N/A, SHGC 0.21, PF 0.15, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) DOUBLE STOREFRONT DOOR: Glass (> 50% glazing):Metal Frame, 45 --- --- 0.800 0.830 Entrance Door, Perf. Specs.: Product ID N/A, SHGC 0.21, PF 0.44, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) SOUTH EAST: WOOD STRUCTURE: Wood -Framed, 16" o.c., [Bldg. Use 1 - 630 0.0 19.0 0.044 0.064 Dining: Cafeteria/Fast Food] STOREFRONT WINDOW: Metal Frame with Thermal Break:Fixed, 47 --- --- 0.490 0.500 Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) TRANSOM WINDOW: Metal Frame with Thermal Break:Fixed, Pert. 9 --- --- 0.490 0.500 Specs.: Product ID N/A,'SHGC 0.22, PF 0.48, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) STOREFRONT DOOR: Glass (> 50% glazing):Metal Frame, Entrance 24 --- --- 0.800 0.830 Door, Perf. Specs.: Product ID N/A, SHGC 0.21, PF 0.13, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) SOUTH: WOOD STRUCTURE: Wood -Framed, 16" o.c., [Bldg. Use 1 - 1625 0.0 19.0 0.044 0.064 Dining: Cafeteria/Fast Food] TWA: Metal Frame with Thermal Break:Fixed, Pert. Specs.: Product ID 10 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 0.75, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) TW-2: Metal Frame with Thermal Break:Fixed, Pert. Specs.: Product ID 10 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 5.00, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) TW-3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID 10 --- --- 0.490 0.500 N/A, SHGC 0.22, PF 5.00, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) SLIDING DRIVE-THRU DOOR: Glass (> 50% glazing):Metal Frame, 55 --- --- 0.980 0.830 Entrance Door, Pert. Specs.: Product ID N/A, SHGC 0.25, PF 0.85, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) SOUTH: METAL STRUCTURE: Steel -Framed, 16" o.c., [Bldg. Use 1 - 340 0.0 19.0 0.046 0.077 Dining: Cafeteria/Fast Food] WEST WEST: WOOD STRUCTURE: Wood -Framed, 16" o.c., [Bldg. Use 1 - 620 0.0 19.0 0.044 0.064 Dining: Cafeteria/Fast Food] Project Title: Chick-Fil-A Store #04040 Report date: 07/27/20 Data filename: G:\Chick-fil-A\17013A REDRAW CFA #04040 Zephyrhills FSU, Zephyrhills, FL\Zephyrhills Page 2 of 11 ComCheck_2020.cck Assembly Gross Area Cavity Cont. Proposed or R-Value R-Value U-Factor Perimeter Budget U- Factor(.) STOREFRONT WINDOW: Metal Frame with Thermal Break:Fixed, 47 --- - 0.490 0.500 Perf. Specs.: Product ID N/A, SHGC 0.22, PF 0.16, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) DRIVE-THRU WINDOW: Metal Frame with Thermal Break:Fixed, Pert. 12 --- --- 0.490 0.500 Specs.: Product ID N/A, SHGC 0.22, PF 5.00, [Bldg. Use 1 - Dining: Cafeteria/Fast Food] (b) SERVICE DOOR: Insulated Metal, Swinging, [Bldg. Use 1 - Dining: 31 --- --- 0.560 0.610 Cafeteria/Fast Food] (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U-factors shown in table are F-factors. (d) High albedo roof requirement options: 1) 3-year aged solar reflectance >= 0.55 thermal emittance >= 0.75, 2) 3-year aged solar reflectance index >= 64.0, 3) Initial year aged solar reflectance >= 0.70 thermal emittance >= 0.75, 4) Initial year aged solar reflectance index >= 82.0. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. T. Scott Burnett, AIA Name - Title nature Digitally signed by Timothy Burnett DN: c=US, o=Unaffiliated, ou=A01410C0000 01725CED626000 018011, cn=Timothy .a.WWbyR—ft&W ..ew Burnett hNW cayMadMhdoaxe..wnal Date: 2020.07.29 14:29:56-05'00' 07/29/2020 Date Project Title: Chick-Fil-A Store #04040 Data filename: G:\Chick-fil-A\17013A REDRAW CFA #04040 Zephyrhills FSU, Zephyrhills, FL\Zephyrhills ComCheck 2020.cck Report date: 07/27/20 Page 3 of 11 k' LANE SUPPLY, INC. AM= 120 Fairview -��- Arlington, TX 76010 817-261-9116 DESIGN CALCULATIONS FOR: Chick-fil-A #4040 Outside Meal Delivery Canopy Pretty Pond Road & Hwy 301 Zephyrhills, FL Five -Column Canopy : Lane Reference Number: Date : TABLE OF CONTENTS: Canopy Calculations: Design Loads Deck Design Purlin Design Header Design: Column & Foundation Design : Attachments : Lane SL-316 Deck Panel Properties Lane Standard Cap Plate Design Lane Standard Base Plate Design Design Sketch Engineer's Seal: 46 No. 00528?5 •�ve pI STATE OF 6«0`® a Al- �✓°2°1�°� /v 10'-5" X 69'-8" Canopy LSC-61887 Rev 1 28-Jul-20 1 2-4 5-9 10-15 16 kJ Calculations Bjt Lane Supply, Inc. Customer. Chick-fil-A #4040 Outside Meal Delivery Canopy Project: 10'-5" X 69'-8" Canopy Code: 2015 International Building Code 2017 Florida Building Code Roof Loads: Dead Load = 3.00 psf (SL-316 Deck) Live Load = 20.00 psf TOTAL = 23.00 psf Fascia Load. Height = 10.00 in. Dead Load = 5.83 plf Wind Loads: Risk Category = I I V, ULT Speed = 140 m.p.h. Exp C V, ASD Speed = 108 m.p.h. Exp C Height = 15 ft Kd = 0.85 Kh = 0.85 G = 0.85 qz = 21.75 psf Lateral Load = 1.0 (H)•qz = 21.75 psf Deck Uplift = -1.7 (V)•G•gz = -31.43 psf Frame Uplift = -1.1 (V)•G•gz = -20.34 psf Base Shear: V = CS • W = 0.058 • W - Site Class = D Ss(0.2) = 0.07 S1(1.0) = 0.03 Fa = 1.60 Fv = 2.40 SM1 = FvS1 = 0.08 SMS = Fa -Ss = 0.11 SD1 = 2/3•SM1 = 0.05 SDS = 2/3•SMS = 0.07 R = 1.25 Risk Category = 11 CS = (SDS/R) = 0.058 (12.8-2) Seismic Design Category Based on SDS : A Seismic Design Category Based on SD1 : A Design Category: A LSC - 618ev 1 By: JMCP) Check: , 07/28/2020 61887 Rev 1 Current.123 Page 1 of 16 DECK DESIGN:' Deck 1 W d= 3.00 psf l P 1 P2 1 W l= 20.00 psf v 23.00 psf v Deck: Ww= -31.43 psf "A ^B Frame: Ww= -20.34 psf I<-- X1 --> j<------- L-------><-- X2 ->I P1= 5.83 plf P2= 5.83 plf L= 5.92 ft X1= 2.00 ft X2= 2.50 ft RAd= 19.64 plf MA(d)= 17.67 ft-Ibs/ft RAI(MAX)= 105.93 plf MA(I)= 40.00 ft-Ibs/ft Frame: RAw= -96.97 plf Deck: MA(w)= -62.86 ft-Ibs/ft Deck: RAw= -149.87 plf MA(d+l)= 57.67 ft-Ibs/ft RA(d+l)= 125.57 plf Deck: MA(d+w)= -45.19 ft-Ibs/ft Frame: RA(d+w)= -77.33 plf Deck: RA(d+w)= -130.22 plf RBd= 23.27 plf MB(d)= 23.96 ft-Ibs/ft RBI(MAX)= 119.73 plf MB(I)= 62.50 ft-Ibs/ft Frame: RBw= -114.88 plf Deck: MB(w)= -98.22 ft-Ibs/ft Deck: RBw= -177.54 plf MB(d+l)= 86.46 ft-Ibs/ft RB(d+l)= 143.00 plf Deck: MB(d+w)= -74.26 ft-Ibs/ft Frame: RB(d+w)= -91.60 plf Deck: RB(d+w)= -154.26 plf MAB(d+l)= 79.86 ft-Ibs/ft Deck: MAB(d+w)= -65.10 ft-Ibs/ft USE 20 GAUGE GRADE C DECK +S=.3961 inA3-S=.3036 inA3 FY=40 ksl 07/28/2020 61887 Rev 1 Current.123 Page 2 of 16 DECK DESIGN:' Deck 2 Wd= 3.00 psf I P1 P2 1 W l= 20.00 psf v 23.00 psf v Deck : Ww= -31.43 psf ^A ^B Frame : Ww= -20.34 psf I<-- X1 --> j<------- L-------><-- X2 P1= 5.83 plf P2= 5.83 plf L= 3.96 ft X1= 0.59 ft X2= 2.50 ft RAd= 8.51 plf MA(d)= 3.99 ft-Ibs/ft RAI(MAX)= 52.35 plf MA(I)= 3.53 ft-Ibs/ft Frame: RAw= -37.18 plf Deck: MA(w)= -5.54 ft-Ibs/ft Deck: RAw= -57.45 plf MA(d+l)= 7.52 ft-Ibs/ft RA(d+l)= 60.86 plf Deck: MA(d+w)= -1.55 ft-Ibs/ft Frame: RA(d+w)= -28.67 plf Deck: RA(d+w)= -48.95 plf RBd= 24.31 plf MB(d)= 23.96 ft-Ibs/ft RBI(MAX)= 105.37 plf MB(I)= 62.50 ft-Ibs/ft Frame: RBw= -106.25 plf Deck: MB(w)= -98.22 ft-Ibs/ft Deck: RBw= -164.20 plf MB(d+l)= 86.46 ft-Ibs/ft RB(d+l)= 129.69 plf Deck: MB(d+w)= -74.26 ft-Ibs/ft Frame: RB(d+w)= -81.93 plf Deck: RB(d+w)= -139.88 plf MAB(d+l)= 31.62 ft-Ibs/ft Deck: MAB(d+w)= -23.71 ft-Ibs/ft USE 20 GAUGE GRADE C DECK +S=.3961 inA3-S=.3036 inA3 FY=40 ksl 07/28/2020 61887 Rev 1 Current.123 Page 3 of 16 DECK DESIGN:' Deck 3 I P1 P2 I v 23.00 psf o v A B^ C" I<-- X1 ---> I<------- L1------->1 I<------- L2------->I <--- X2 --->1 Wd= WI= Deck : Ww= Frame : Ww= P1= P2= MAd= MAI= Deck: MAw= MA(d+l)= Deck: MA(d+w)= MAB(d+l)= Deck: MAB(d+w)= MBC(d+l)= Deck: MBC(d+w)= MCd= MCI= nor -le - ner",.= MC(d+l)= Deck: MC(d+w)= 3.00 psf 20.00 psf -31.43 psf -20.34 psf 5.83 plf 5.83 plf 2.40 ft-Ibs/ft 1.41 ft-Ibs/ft -2.21 ft-Ibs/ft 3.80 ft-Ibs/ft 0.19 ft-Ibs/ft 35.73 ft-Ibs/ft -45.73 ft-Ibs/ft 33.86 ft-Ibs/ft -24.74 ft-Ibs/ft 23.96 ft-Ibs/ft 62.50 ft-Ibs/ft -98.22 ft-Ibs/ft 86.46 ft-Ibs/ft -74.26 ft-Ibs/ft USE 20 GAUGE GRADE C DECK +S=.3961 inA3-S=.3036 inA3 FY=40 ksl X1= 0.38 ft L1= 3.58 ft L2= 3.96 ft X2= 2.50 ft RAd= RAI= Frame: RAw= Deck: RAw= RA(d+l)= Frame: RA(d+w)= Deck: RA(d+w)= RBd= RBI= Frame: RBw= Deck: RBw= RB(d+l)= Frame: RB(d+w)= Deck: RB(d+w)= RCd= RCI= Frame: RCw= Deck: RCw= RC(d+l)= Frame: RC(d+w)= Deck: RC(d+w)= 13.00 plf 43.73 plf -44.46 plf -68.72 plf 56.73 plf -31.46 plf -55.71 plf 4.59 plf 75.42 plf -60.23 plf -93.09 plf 80.01 plf -55.64 plf -88.50 plf 25.32 plf 105.37 plf -107.15 plf -165.60 plf 130.70 plf -81.83 plf -140.27 plf 07/28/2020 61887 Rev 1 Current.123 Page 4 of 16 BEAM DESIGN:' P-a Wd= 34.64 pif P W 1= 105.93 pif v 140.57 pif Ww= -96.97 pif A B^ Pd= 27.81 Ibs j<----- X ---- > j<---------- L---------->I PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 16.00 ft DL= -0.021 0.057 X= 1.92 ft DL+LL= -0.087 0.235 (+downward, -upward) MA(d) = 117 ft-Ibs RAd= 379 Ibs MA(I) = 195 ft-Ibs RAI= 1063 Ibs MA(w) _ -178 ft-Ibs RAw= -973 Ibs MA(d+l) = 312 ft-Ibs lu= 1.33 ft RA(d+l)= 1441 Ibs MA(d+w) _ -61 ft-Ibs lu= 1.92 ft RA(d+w)= -594 Ibs RBd= 270 Ibs RBI(Max)= 847 Ibs RBw= -765 Ibs MAB(d+I)= 4440 ft-Ibs lu= 8.00 ft RB(d+l)= 1117 Ibs MAB(d+w)= -1964 ft-Ibs lu= 1.33 ft RB(d+w)= -495 Ibs USE: W6X15 Fy = 50 ksi BEAM DESIGN: P-b Wd= 33.27 pif P W 1= 119.73 pif v 153.00 pif Ww= -114.88 plf A B^ Pd= 32.95 Ibs l<----- X ---- > l<---------- L---------->I PI= 0.00 Ibs -Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 16.00 ft DL= -0.018 0.051 X= 1.92 ft DL+LL= -0.089 0.242 MA(d) = 124 ft-Ibs MA(I) = 220 ft-Ibs MA(w) _ -211 ft-Ibs MA(d+l) = 344 ft-Ibs lu= MA(d+w) _ -87 ft-Ibs lu= (+downward, -upward) RAd= 371 Ibs RAI= 1201 Ibs RAW= -1152 Ibs 1.33 ft RA(d+l)= 1572 Ibs 1.92 ft RA(d+w)= -782 Ibs RBd= 258 Ibs RBI(Max)= 958 ibs RBw= -906 Ibs MAB(d+l)= 4834 ft-Ibs lu= 8.00 ft RB(d+l)= 1216 Ibs MAB(d+w)= -2568 ft-Ibs lu= 1.33 ft RB(d+w)= -647 Ibs USE: W8X10 Fy = 50 ksi 07/28/2020 61887 Rev 1 Current.123 Page 5 of 16 BEAM DESIGN:' P-c W d= 34.64 plf Wl= 105.93 plf Ww= -96.97 plf L= 16.00 ft 140.57 plf n n 1<----------- L-------->1 Md= 1108.6 ft-Ibs Ml= 3389.7 ft-Ibs Mw=-3103.1 ft-Ibs M(d+l)= 4498.3 ft-Ibs M(d+w)=-1994.5 ft-Ibs Rd= 277 Ibs RI= 847 Ibs Rw= -776 Ibs R(d+l)= 1125 Ibs R(d+w)= -499 Ibs Lu= 8.00 ft OK Lu= 1.33 ft OK USE: W6X15 Fy = 50 ksi Deflections: (inches) Midspan DL= 0.061 DL+LL= 0.246 (+downward, -upward) BEAM DESIGN: P-d Wd= 33.27 plf W l= 119.73 plf Ww= -114.88 plf L= 16.00 ft 153.00 1<----------- L-------->1 Rd= 266 Ibs RI= 958 Ibs Md= 1064.7 ft-Ibs Rw= -919 Ibs Ml= 3831.4 ft-Ibs R(d+l)= 1224 Ibs Mw= -3676.0 ft-Ibs R(d+w)= -653 Ibs M(d+l)= 4896.1 ft-Ibs Lu= 8.00 ft OK M(d+w)= -2611.3 ft-Ibs Lu= 1.33 ft OK USE: W8X10 Fy = 50 ksi Deflections: (inches) Midspan DL= 0.055 DL+LL= 0.253 (+downward, -upward) 07/28/2020 61887 Rev 1 Current.123 Page 6 of 16 BEAM DESIGN:" P-e W d= 34.64 plf P W 1= 105.93 plf v 140.57 plf Ww= -96.97 plf "A B^ Pd= 19.63 Ibs l<----- X ---- > j<---------- L---------->1 PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 16.00 ft DL= -0.022 0.057 X= 2.02 ft DL+LL= -0.091 0.235 (+downward, -upward) MA(d) = 110 ft-Ibs RAd= 374 Ibs MA(I) = 216 ft-Ibs RAI= 1075 Ibs MA(w) _ -198 ft-Ibs RAw= -984 Ibs MA(d+l) = 327 ft-Ibs lu= 1.33 ft RA(d+l)= 1449 Ibs MA(d+w) _ -88 ft-Ibs lu= 2.02 ft RA(d+w)= -610 Ibs RBd= 270 Ibs RBI(Max)= 847 Ibs RBw= -763 Ibs MAB(d+l)= 4443 ft-Ibs lu= 8.00 ft RB(d+l)= 1118 Ibs MAB(d+w)= -1951 ft-Ibs lu= 1.33 ft RB(d+w)= -493 Ibs USE: W6X15 Fy = 50 ksi BEAM DESIGN: P-f Wd= 33.27 plf W 1= 119.73 pif Ww=-114.88 pif L= 16.00 ft 153.00 pif n n l<----------- L-------->1 Rd= 266 Ibs RI= 958 Ibs Md= 1064.7 ft-Ibs Rw= -919 Ibs Ml= 3831.4 ft-Ibs R(d+l)= 1224 Ibs Mw= -3676.0 ft-Ibs R(d+w)= -653 Ibs M(d+l)= 4896.1 ft-Ibs Lu= 8.00 ft OK M(d+w)= -2611.3 ft-Ibs Lu= 1.33 ft OK USE: W8X10 Fy = 50 ksi Deflections: (inches) Midspan DL= 0.055 DL+LL= 0.253 +downward. -u 07/28/2020 61887 Rev 1 Current.123 Page 7 of 16 BEAM DESIGN:' P-g Wd1 = 17.51 pif P W 11 = 52.35 W2 pif W Ww1 = -37.18 pif A B ii�X;ZX3 Wd2 = 13.59 pif X1 X2 W12 = 75.42 pif Ww2 = -60.23 pif Pd= 17.28 Ibs Pi= 0.00 Ibs Pw= 0.00 Ibs X1 = 15.63 ft X2 = 0.38 ft X3 = 3.79 ft RAd= 130 Ibs RAI= 385 Ibs RAw= -270 Ibs RA(d+l)= 515 Ibs RA(d+w)= -141 Ibs RBd= 218 Ibs RBI= 747 Ibs RBw= -561 Ibs RB(d+l)= 965 Ibs RB(d+w)= -344 Ibs MB(d+I) _ -705 ft-Ibs lu= 3.79 ft OK MB(d+w) = 270 ft-Ibs lu= 1.33 ft OK MAB(d+l)= 1890 ft-Ibs lu= 8.00 ft OK MAB(d+w)= -498 ft-Ibs lu= 1.33 ft OK Deflections: (inches) Overhang Midspan DL= -0.026 0.044 DL+LL= -0.102 0.173 USE: W6X9 Fy = 50 ksi 07/28/2020 61887 Rev 1 Current.123 Page 8 of 16 BEAM DESIGN:" P-h Wd= 35.32 plf P W 1= 105.37 plf v 140.70 plf Ww= -107.15 plf A B^ Pd= 30.73 lbs<----- X ----> j<---------- L---------->1 PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 16.00 ft DL= -0.027 0.047 X= 3.79 ft DL+LL= -0.124 0.197 (+downward, -upward) MA(d) = 370 ft-Ibs RAd= 470 Ibs MA(I) = 757 ft-Ibs RAI= 1290 Ibs MA(w) _ -770 ft-Ibs RAw= -1312 Ibs MA(d+I) = 1128 ft-Ibs lu= 1.33 ft RA(d+l)= 1760 Ibs MA(d+w) _ -400 ft-Ibs lu= 3.79 ft RA(d+w)= -841 Ibs RBd= 259 Ibs RBI(Max)= 843 Ibs RBw= -809 Ibs MAB(d+l)= 4319 ft-Ibs lu= 8.00 ft RB(d+l)= 1102 Ibs MAB(d+w)= -2103 ft-Ibs lu= 1.33 ft RB(d+w)= -550 Ibs USE: W8X10 Fy = 50 ksi 07/28/2020 61887 Rev 1 Current.123 Page 9 of 16 HEADER DESIGN: H-a P1d = 0 Ibs P1 P2 P3 P11= 0 Ibs Plw = 0 Ibs P2d = 379 Ibs xi x2 x3 P21 = 1063 Ibs P2w = -973 Ibs P3d = 371 Ibs P31 = 1201 Ibs P3w = -1152 Ibs Beam Wt = 24 plf X1 = 0.00 ft X2 = 1.63 ft X3 = 5.92 ft BEAM: Left Hand Side Md = -0 ft-Ibs MI = -0 ft-Ibs Mw = -0 ft-Ibs Md+MI = -0 ft-Ibs lu = 0.00 ft Md+Mw = -0 ft-Ibs lu = 0.00 ft Md+0.75.1+0.75-Mw = 0 ft-Ibs lu = 0.00 ft Right Hand Side Md = -4093 ft-Ibs MI = -10785 ft-Ibs Mw = 10272 ft-Ibs Md+MI = -14878 ft-Ibs lu = 5.92 ft Md+Mw = 6178 ft-Ibs lu = 5.92 ft Md+0.75.1+0.75-Mw = 19886 ft-Ibs lu = 5.92 ft USE: W8X24 Fy = 50 ksi COLUMN: Pd = 930 Ibs Md = 4093 ft-Ibs PI = 2264 Ibs MULL) = 10786 ft-Ibs Pw = -2125 Ibs M(D+L) = 14879 ft-Ibs Pd + PI = 3194 Ibs Pd + Pw = -1195 Ibs 07/28/2020 61887 Rev 1 Current.123 Page 10 of 16 HEADER DESIGN: H-b P1 d = 0 Ibs P11 = 0 Ibs Plw = 0 Ibs P2d = 547 Ibs P21 = 1695 Ibs P2w = -1540 Ibs P3d = 525 Ibs P31 = 1916 Ibs P3w = -1825 Ibs Beam Wt = 28 plf X1 = 0.00 ft X2 = 1.63 ft X3 = 5.92 ft BEAM: Left Hand Side Md = -0 ft-Ibs MI = -0 ft-Ibs Mw = -0 ft-Ibs Md+MI = -0 ft-Ibs lu = 0.00 ft Md+Mw = -0 ft-Ibs lu = 0.00 ft Md+0.75.1+0.75-Mw = 0 ft-Ibs lu = 0.00 ft Right Hand Side Md = -5641 ft-Ibs MI = -17202 ft-Ibs Mw = 16265 ft-Ibs Md+MI = -22843 ft-Ibs lu = 5.92 ft Md+Mw = 10624 ft-Ibs lu = 5.92 ft Md+0.75.1+0.75-Mw = 30742 ft-Ibs lu = 5.92 ft USE: W8X28 Fy = 50 ksi COLUMN: Pd = Md = 5641 ft-Ibs PI = M(ULL) = 16810 ft-Ibs Pw = M(D+L) = 22451 ft-Ibs Pd + PI = Pd+Pw= 1283 Ibs 3611 Ibs -3365 Ibs 4893 Ibs -2082 Ibs P3 07/28/2020 61887 Rev 1 Current.123 Page 11 of 16 HEADER DESIGN. H-c P1d = 0 Ibs P1 P2 P3 Pll = 0 Ibs Plw = 0 Ibs P2d = 547 Ibs xi x2 x3 P21 = 1695 Ibs P2w = -1539 Ibs P3d = 532 Ibs P31 = 1916 Ibs P3w = -1838 Ibs Beam Wt = 28 plf X1 = 0.00 ft X2 = 1.63 ft X3 = 5.92 ft BEAM: Left Hand Side Md = -0 ft-Ibs MI = -0 ft-Ibs Mw = -0 ft-Ibs Md+MI = -0 ft-Ibs lu = 0.00 ft Md+Mw = -0 ft-Ibs lu = 0.00 ft Md+0.75.1+0.75-Mw = 0 ft-Ibs lu = 0.00 ft Right Hand Side Md = -5701 ft-Ibs MI = -17202 ft-Ibs Mw = 16363 ft-Ibs Md+MI = -22902 ft-Ibs lu = 5.92 ft Md+Mw = 10662 ft-Ibs lu = 5.92 ft Md+0.75.1+0.75-Mw = 30874 ft-Ibs lu = 5.92 ft USE: W8X28 Fy = 50 ksi COLUMN: Pd = Md = 5701 ft-Ibs PI = MULL) = 16810 ft-Ibs Pw = M(D+L) = 22511 ft-Ibs Pd + PI = Pd+Pw= 1291 Ibs 3611 Ibs -3377 Ibs 4901 Ibs -2086 Ibs 07/28/2020 61887 Rev 1 Current.123 Page 12 of 16 BEAM/COLUMN DESIGN: H-d P1d = 526 Ibs P11 = 1801 Ibs Plw = -1728 Ibs P2d = 130 Ibs P21 = 385 Ibs P2w = -270 Ibs P3d = 374 Ibs P31 = 1075 Ibs P3w = -984 Ibs P4d = 0 Ibs P41 = 0 Ibs P4w = 0 Ibs Beam Wt = 28 plf X1 = 3.96 ft X2 = 1.96 ft X3 = 1.63 ft X4 = 0.00 ft BEAM: Left Hand Side Md = -5833 ft-Ibs MI = -16708 ft-Ibs Mw = 15601 ft-Ibs Md+MI = -22540 ft-Ibs lu = 3.96 ft Md+Mw = 9768 ft-Ibs lu = 3.96 ft Md+0.75.1+0.75-Mw = 30064 ft-Ibs lu = 3.96 ft Right Hand Side Md = -0 ft-Ibs MI = -0 ft-Ibs Mw = -0 ft-Ibs Md+MI = -0 ft-Ibs lu = 0.00 ft Md+Mw = -0 ft-Ibs lu = 0.00 ft Md+0.75.1+0.75-Mw = 0 ft-Ibs lu = 0.00 ft USE: W8X28 Fy = 50 ksi COLUMN: Pd = Md = 5833 ft-Ibs PI = MULL) = 16810 ft-Ibs Pw = M(D+L) = 22643 ft-Ibs Pd + PI = Pd+Pw= 1240 Ibs 3261 Ibs -2983 Ibs 4501 Ibs -1742 Ibs T 07/28/2020 61887 Rev 1 Current.123 Page 13 of 16 HEADER DESIGN. H-e P1d = 0 Ibs P1 P2 P3 Pl l = 0 Ibs Plw = 0 Ibs P2d = 218 Ibs xi x2 x3 P21 = 747 Ibs P2w = -561 Ibs P3d = 470 Ibs P31 = 1290 Ibs P3w = -1312 Ibs Beam Wt = 24 plf X1 = 0.00 ft X2 = 3.58 ft X3 = 3.96 ft BEAM: Left Hand Side Md = -0 ft-Ibs MI = -0 ft-Ibs Mw = -0 ft-Ibs Md+MI = -0 ft-Ibs lu = 0.00 ft Md+Mw = -0 ft-Ibs lu = 0.00 ft Md+0.75.1+0.75-Mw = 0 ft-Ibs lu = 0.00 ft Right Hand Side Md = -5010 ft-Ibs MI = -12405 ft-Ibs Mw = 11904 ft-Ibs Md+MI = -17415 ft-Ibs lu = 3.96 ft Md+Mw = 6894 ft-Ibs lu = 3.96 ft Md+0.75.1+0.75-Mw = 23241 ft-Ibs lu = 3.96 ft USE: W8X24 Fy = 50 ksi COLUMN: Pd = Md = 5010 ft-Ibs PI = M(ULL) = 13133 ft-Ibs Pw = M(D+L) = 18143 ft-Ibs Pd + PI = Pd + Pw = 869 Ibs 2037 Ibs -1873 Ibs 2906 Ibs -1004 Ibs 07/28/2020 61887 Rev 1 Current.123 Page 14 of 16 BEAM/COLUMN DESIGN. H-f P1d = 13 Ibs P11 = 0 Ibs Plw = 0 Ibs P2d = 13 Ibs P21 = 0 Ibs P2w = 0 Ibs Wd = 23 plf W I = 44 plf Ww = -44 plf X1 = 0.38 ft X2 = 3.79 ft BEAM: Left Hand Side Md = -6 ft-Ibs MI = -3 ft-Ibs Mw = 3 ft-Ibs Md+MI = -9 ft-Ibs lu = 0.38 ft Md+Mw = -3 ft-Ibs lu = 0.38 ft Md+0.75.1+0.75•Mw = 11 ft-Ibs lu = 0.38 ft Right Hand Side Md = -214 ft-Ibs ' MI = -314 ft-Ibs Mw = 320 ft-Ibs Md+MI = -528 ft-Ibs lu = 3.79 ft Md+Mw = 106 ft-Ibs lu = 3.79 ft Md+0.75.1+0.75•Mw = 689 ft-Ibs lu = 3.79 ft USE: W8X10 Fy = 50 ksi COLUMN: Pd = Md = 207 ft-Ibs PI = M(ULL) = 350 ft-Ibs Pw = M(D+L) = 557 ft-Ibs Pd + PI = Pd+Pw= 121 Ibs 182 Ibs -185 Ibs 304 Ibs -64 Ibs P2 07/28/2020 61887 Rev 1 Current.123 Page 15 of 16 Column Design - AISC 14th ed, Use First Order Analysis Criteria P DL = 1.29 kips Clr. Ht.= 10.17 ft P LL = 3.61 kips Fascia Ht.= 1.00 ft P WL = -3.38 kips Col. Trib= 16.00 ft Base Shear = 0.07 kips Wind Load= 21.75 psf Total Base Shear = 0.33 kips # of COL.= 1 M WL = w(Fascia Ht-2.5-Col Trib./# of col-L)+ w(Wrap-1 /2 Clr. Ht^2) Max All. Defl = 1.28 in M Seis = Base Shear x L Max Defl Ratio = L/ 100 M Unbal = Live Load x Col. Trib.x (Canopy Width/2)^2/2 Max Defl. = 0.19 in, OK L = Clr. Ht. + Fascia Ht/2 Pr = 4.90 kips 1.6Pr<0.5Py First -Order Analysis Allowed (A-7-1) Py = 621.00 kips N = 0.00 -Yi (A-7-2) B2 = 1.01 OK, A-8-6 M WL = 10.40 kip-ft M Seis = 0.80 kip-ft M DL(Nod) = 0.07 kip-ft M LL(Nod) = 0.19 kip-ft M Unbal DL= 5.83 kip-ft M Unbal LL= 16.81 kip-ft M Unbal WL= 16.36 kip-ft Use: TS8X8X1/2 Fy = 46.00 ksi K = 1.00 L, Col = 10.67 ft A = 13.50 inA2 1 = 125.00 inA4 Cm = 1.00 Pet = 695.09 kips B1 = 1.01 (A-8-3) P,AII = 330.05 kips M, All = 86.00 kip-ft Load Combination Pr Kips I Mr, Kip-ft I Equation I Result D+L 4.901 23.161 0.281 OK D+W 1.29 33.04 0.39 OK D+0.7E 1.29 6.53 0.08 OK D+0.75W+0.75L 4.00 39.47 0.46 OK D+0.75(0.7E)+0.75L 4.00 19.59 0.23 OK Top Connection: Welded Moment I Offset Base Plate: LBP 8 - 40 FOOTING DESIGN BY OTHERS 07/28/2020 61887 Rev 1 Current.123 Page 16 of 16 LANE SUPPLY, INC. A Ali= 120 Fairview Arlington, Texas 76010 817-261-9116 0.75" 1.125" CO N - O O O LO r' O R 0.0625" M N TYP 15.96875" SL-316 DECK PANEL Section Properties Gage I Wt, psf Thickness, in ASTM 653 1 +I, in -1, in +S, in -S, in +M, ft-Ibs/ft -M, ft-Ibs/ft 20 2.20 0.0359 Grade 40 0.9346 0.4680 0.3961 0.3036 592.70 454.44 Grade 50 0.9208 0.4522 0.3879 0.2880 725.86 538.92 18 2.93 0.0478 Grade 40 1.2486 0.6827 0.5329 0.4377 797.77 655.28 Grade 50 1.2129 0.6518 0.5141 0.4296 962.09 803.92 Notes: 1 Designed per AISI Cold Formed Steel Manual, 2007 ed. 2 Complete calculations are available upon request. 3 ± M is allowable bending moment. Issued 12-5-14 This sheet is the property of Lane Supply, Inc and may not be reproduced without express permission of Lane. Cap Plate Moment Capacity Wide Flange Beam Over Tube Column Design Moment = 31.01 Kip -Ft Assumes only Moment Loading BOLT PLATE Material: A325 Fy = 36.00 ksi Diameter: 0.88 in. t = 2.25 in. Tensile Capacity: 26.50 kips a = 1.50 in. b = 1.50 in. COLUMN: TS8X8X1 /2 BEAM: W 8X24 Fy = 46.00 ksi Fy = 36.00 ksi w = 8.00 in. bf = 6.50 in. tw = 0.47 in. tf = 0.40 in. tw = 0.25 in. gage = 4.00 in. Bending w/Prying on the Flange of the WF B = 26.50 kips/Bolt T = 19.58 kips/Bolt b = 1.88 in. a = 1.25 in. Use 3/8" Stiffeners In Header b' = 1.44 in. W/ 5/16" Fillet Welds a' = 1.69 in. p = 3.00 in. d' = 0.94 in. delta = 0.69 in. rho = 0.85 in. Beta = 0.41 alpha' = 1.00 t'reqd = 1.11 in. STIFFENERS REQ'D IN BEAM Bending w/Prying on the Cap Plate B = 26.50 kips/Bolt T = 19.58 kips/Bolt b = 1.50 in. a = 1.50 in. b' = 1.53 in. a' = 1.94 in. p = 2.00 in. d' = 0.94 in. delta = 0.53 in. rho = 0.79 in. Beta = 0.45 alpha' = 1.00 t'reqd = 1.47 in. 07/28/2020 61887 Rev 1 Current.123 Page 17 of 16 Cap Plate Moment Capacity Wide Flange Beam Over Tube Column Design Moment = 31.01 Kip -Ft Assumes only Moment Loading BOLT PLATE Material: A325 Fy = 36.00 ksi Diameter: 0.88 in. t = 2.25 in. Tensile Capacity: 26.50 kips a = 1.50 in. b = 1.50 in. COLUMN: TS8X8X1/2 BEAM: W8X28 Fy = 46.00 ksi Fy = 36.00 ksi w = 8.00 in. bf = 6.54 in. tw = 0.47 in. tf = 0.47 in. tw = 0.29 in. gage = 4.00 in. Bending w/Prying on the Flange of the WF B = 26.50 kips/Bolt T = 19.58 kips/Bolt b = 1.86 in. a = 1.27 in. Use 3/8" Stiffeners In Header b' = 1.42 in. W/ 5/16" Fillet Welds a' = 1.71 in. p = 3.00 in. d' = 0.94 in. delta = 0.69 in. rho = 0.83 in. Beta = 0.42 alpha' = 1.00 t'reqd = 1.10 in. STIFFENERS REQ'D IN BEAM Bending w/Prying on the Cap Plate B = 26.50 kips/Bolt T = 19.58 kips/Bolt b = 1.50 in. a = 1.50 in. b' = 1.53 in. a' = 1.94 in. p = 2.00 in. d' = 0.94 in. delta = 0.53 in. rho = 0.79 in. Beta = 0.45 alpha' = 1.00 t'reqd = 1.47 in. 07/28/2020 61887 Rev 1 Current.123 Page 18 of 16 • Cap Plate Moment Capacity Wide Flange Beam Over Tube Column Design Moment = 0.56 Kip -Ft Assumes only Moment Loading BOLT PLATE Material: A325 Fy = 36.00 ksi Diameter: 0.88 in. t = 2.25 in. Tensile Capacity: 26.50 kips a = 1.50 in. b = 1.50 in. COLUMN: TS8X8X1/2 BEAM: W8X10 Fy = 46.00 ksi Fy = 36.00 ksi w = 8.00 in. bf = 3.94 in. tw = 0.47 in. tf = 0.21 in. tw = 0.17 in. gage = 2.25 in. Bending w/Prying on the Flange of the W F B = 26.50 kips/Bolt T = 0.35 kips/Bolt b = 1.04 in. a = 0.85 in. b' = 0.60 in. a' = 1.28 in. p = 3.00 in. d' = 0.94 in. delta = 0.69 in. rho = 0.47 in. Beta = 158.19 alpha' = 1.00 t'reqd = 0.10 in. Bending w/Prying on the Cap Plate B = 26.50 kips/Bolt T = 0.35 kips/Bolt b = 1.50 in. a = 1.50 in. b' = 1.53 in. a' = 1.94 in. p = 1.13 in. d' = 0.94 in. delta = 0.17 in. rho = 0.79 in. Beta = 94.26 alpha' = 1.00 t'reqd = 0.30 in. 07/28/2020 61887 Rev 1 Current.123 Page 19 of 16 LANE SUPPLY, INC. STANDARD EASE PLATE DESIGN Bolt Weld LBP # M PBOLT Dla. t REQ'D t ACTUAL Req'd D - M) (ft-k) (k) (in) (in) (in) (1/16 in 8 - 10 10 5.58 1 1 /2 0.72 3/4 1.52 8 - 20 20 10.91 11/2 0.99 1 3.03 8 - 30 30 16.00 1 1 /2 1.17 1 1 /4 4.55 8 - 40 40 20.87 1 1 /2 1.32 1 1 /2 6.06 8 - 50 50 26.09 1 1 /2 1.46 1 1 /2 7.58 120 Fairview Arlington, Texas 76010 817-261-9116 FAX 817-275-1660 Weld Base Actual Plate (in) Mark 1/4 LBP 1 5/16 LBP 2 5/16 LBP 3 F.P. LBP 4 F. P. LBP 5 TS 8 X 8 COLUMN: CONSTANTS: D= 8 in. A36 Steel Plate Fy = 36 ksi e= 2 in. E70xx Electrode Fw = 0.928 k/in/16th b,d= 8 in. A307 Anchor Bolts Ft = 20 ksi PeoLr = Mx 12 in/fi Mx 12 iv/$ = Mx 12 in1fi` 2 bolts (D+e+t) Weld = S wed x Fw Fw (bd+d %3) tPEQD= 6xPxex2bolts 0.75xFyx (D+2t) - -- T 2,, I _ 6„ 6„ 2„ 70'-1 1/2' OUT TO OUT OF FASCIA 2 1/2" 69'-8 1/2" OUT TO OUT FRAMING 2 1/2' () OUTRIGGERS UK. () O 4'—O' O.C. MAX TYP BOTH SIDES 5 4 T 2 1 1'-11" 16•_O• 16,-0• 16,_0• 16•_0• 3'-9 1/2" (ON£) ROW PURLIN BRIDGING O EO SPACES (ONE) ROW PURLIN BRIDGING O EO SPACES (DIVE) ROW PURLIN BRIDGING O EO SPACES (ONE) ROW PURLIN BRIDGING O EO SPACES 13'-2 1/4' (HOLD) OPENING FOR PICK UP WINDOW 0" 0' SHEAR SHEAR • SPLICE 758XBX� SPLICE h\ a � BUILDING LINE h h a N _ _ — — _ — — — — — — _ — — LJ- 1V WBX10 X15 X1.5 X15 \ — — — — — — — — u W6X9 I I 1 WELD PIECE. \_ W goo oN ON �N ,N I I I I I I I I I L N p p^I 1-b I I I I I I I_d fi _, I I I P_b I I I I I I I b N I I X10 7,0 X10 WBX70 b ry ui _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ — — _ — _— _ — — _ — — — — _ — — h} _ SNEAK N SPLICE 2 1/4' (52) SL-316 DECK PANELS 00 1'-4' O.C.MAX = 69'-4" N 2 1/4" CANOPY LONGITUDINAL DIRECTION LOADS PRESENTED ARE Asp LOADS W17H FACTOR OF 1.0. EXCEPT WIND FACTORED WITH D.6 VER77CAL SIGN CONVENTION COLUMNS DESIGN CDADS DEAD LOAD = L50 kips LIVE LOAD = 3.75 kips + WIND LOAD = —3.50 kips TRANSVERSE BASE MOMENT MAID Mw — +/— 10.50 ft—kips 3 BASE MOMENT SEISMIC BOTH DIRECTONS Ms +/— 1.00 ft—kips Mdl(Nod) = 0.10 N—kips Mll(nod) = 0.20 ft—kips �+ Munba/ dl = 6.00 ft—kips N Munbol II 17.00 ft—kips Q Munbol wl = 16.50 ft—kips TRANSVERSE BASE SHEAR WINO = +/— 0.98 kips BASE SHEAR SEISMIC BOTH DIRECTIONS = +/— 0.10 kips DESIGN LOADS: DEAD LOAD = 3 p.s.f.(DECK + LIGHTS) + WEIGHT OF STRUCTURAL COMPONENTS LIVE LOAD = 20 p.s.f. V, ULT = 140 m.p.h. EXP. C V, ASD = 108 m.p.h. EXP. C BLDG CODE = 2015INTERNATIONAL BUILDING CODE 2017 FLORIDA BUILDING CODE EQUIVALENT LATERAL FORCE PROCEDURE LATERAL FORCE RESISTING SYSTEM = CANTILEVERED COLUMN SYSTEM —ORDINARY STEEL MOMENT FRAME SIZE CLASS = D Ss (0.2) = 0.07 Si (1.0) = 0.03 SOS = 0.07 SDI = 0.05 Fa = 160 Fv = 140 R = 1.25 SEISMIC IMPORTANCE FACTOR = 1.0 RISK CATEGORY = II SEISMIC DESIGN CATEGORY = A CS = 0.058 WIND IMPORTANCE FACTOR = 1.0 CONSTRUCTION TYPE = IIB OCCUPANCY CATEGORY = M TOTAL SEISMIC BASE SHEAR BOTH DIRECTIONS = 0.33 KIPS LANE SUPPLY, INC. 0 A AuFM 120 Fairview -, Arlington, TX 76010 817-261-9116 DESIGN CALCULATIONS FOR: Chick-fil-A #4040 Order Canopy Pretty Pond Rd & Hwy 301 Zephyrhills, FL Six -Column Canopy : 25'-3" X 47'-0" Canopy Lane Reference Number: LSC-61886 Rev 1 Date : 28-Jul-20 TABLE OF CONTENTS: Canopy Calculations : Design Loads : 1 Deck Design: 2 Purlin Design : 3-9 Header Design: 10-12 Column & Foundation Design: 13-14 Attachments : Lane SL-316 Deck Panel Properties Lane Standard Base Plate Design Design Sketch Engineer's Seal: • s4 s � dw . No. 0052825 a e STATE OF 'S" ON A- �94i6,�7 Calculations By. Lane Supply, Inc. Customer. Chick-fil-A #4040 Order Canopy Project: 25'-3" X 47'-0" Canopy Code: 2017 Florida Building Code • 2015 International Building Code Roof Loads: Dead Load = 3.00 psf (SL-316 Deck) _ Live Load= 20.00 psf TOTAL = 23.00 psf Fascia Load: Height = 10.00 in. Dead Load = 5.83 plf Wind Loads: Risk Category = 11 V, ULT Speed = 140 m.p.h. Exp C V, ASD Speed = 108 m.p.h. Exp C Height = 15 ft Kd = 0.85 Kh = 0.85 G = 0.85 qz = 21.75 psf Lateral Load = 1.0 (H)-qz = 21.75 psf Deck Uplift = -1.7 (V)-G-qz = -31.43 psf Frame Uplift = -1.1 (V)-G-qz = -20.34 psf Base Shear: V = CS - W = Site Class = Ss(0.2) _ S1(1.0) _ Fa = Fv = SM1 = Fv-S1 = SMS = Fa -Ss = SD1 = 2/3-SM1 = SDS = 2/3-SMS = R= Risk Category = CS = (SDS/R) _ Seismic Design Category Based on SDS Seismic Design Category Based on SD1 Design Category: 0.058 • W D 0.07 0.03 1.60 2.40 0.08 0.11 0.05 0.07 1.25 0.058 (12.8-2) A A A LSC - 61886 - v 1 By: JMCP Check: 07/28/2020 61886 Rev 1 Current.123 Page 1 of 14 DECK DESIGN: I P1 P2 1 v o 23.00 psf o v "A B^ "C D^ <-- X1 ---> l<------- L1 ------->I I<------- L2 ------->I I<------- L3------->1 <--- X2 --->1 Wd= 3.00 psf X1= 0.75 ft - W 1= 20.00 psf L 1= 6.92 ft Deck: Ww= -31.43 psf L2= 6.92 ft Frame: Ww= -20.34 psf L3= 7.17 ft P1= 5.83 plf X2= 3.50 ft P2= 5.83 plf MAd= MAI= Deck: MAw= MA(d+l)= Deck: MA(d+w)= MAB(d+l)= Deck: MAB(d+w)= MBC(d+l)= Deck: MBC(d+w)= MCD(d+l)= Deck: MCD(d+w)= 5.22 ft-Ibs/ft 5.63 ft-Ibs/ft -8.84 ft-Ibs/ft 10.84 ft-Ibs/ft -3.62 ft-Ibs/ft 134.94 ft-Ibs/ft -168.21 ft-Ibs/ft RAd= 19.21 plf RAI= 84.98 plf Frame: RAw= -86.41 plf Deck: RAw= -133.55 plf RA(d+l)= 104.19 plf Frame: RA(d+w)= -67.20 plf Deck: RA(d+w)= -114.34 plf RBd= 20.00 plf RBI= 138.33 plf Frame: RBw= -139.84 plf Deck: RBw= -216.12 plf RB(d+l)= 158.33 plf Frame: RB(d+w)= -119.84 plf Deck: RB(d+w)= -196.12 plf 137.54 ft-Ibs/ft RCd= 15.71 plf -170.02 ft-Ibs/ft RCI= 140.83 plf Frame : RCw= -125.83 plf Deck: RCw= -194.46 plf 128.90 ft-Ibs/ft RC(d+I)= 156.55 plf -113.76 ft-Ibs/ft Frame: RC(d+w)= -110.12 plf MDd= 38.79 ft-Ibs/ft MD1= 122.50 ft-Ibs/ft Deck: MDw= -192.51 ft-Ibs/ft MD(d+l)= 161.29 ft-Ibs/ft Deck: MD(d+w)= -153.72 ft-Ibs/ft USE 20 GAUGE GRADE C DECK +S=.3961 inA3-S=.3036 inA3 FY=40 ksl Deck: RC(d+w)=-178.75 plf RDd= 32.50 plf RD1= 158.76 plf Frame: RDw= -161.44 plf Deck: RDw= -249.50 plf RD(d+l)= 191.26 plf Frame: RD(d+w)= -128.94 plf Deck: RD(d+w)= -217.00 plf 07/28/2020 61886 Rev 1 Current.123 Page 2 of 14 BEAM DESIGN: P-a Wd= 30.00 pif P WI= 138.33 pif v 168.33 pif Ww= -139.84 pif A B" Pd= 40.11 Ibs l<----- X ---- > l<---------- L---------->1 PI= 0.00 Ibs ' Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 5.85 ft DL= 0.000 0.000 X= 1.94 ft DL+LL= -0.002 0.003 (+downward, -upward) MA(d) = 134 ft-Ibs RAd= 209 Ibs MA(I) = 260 ft-Ibs RAI= 717 Ibs MA(w) _ -262 ft-Ibs RAw= -725 Ibs MA(d+I) = 394 ft-Ibs lu= 1.33 ft RA(d+l)= 926 Ibs MA(d+w) _ -128 ft-Ibs lu= 1.94 ft RA(d+w)= -516 Ibs RBd= 65 Ibs RBI(Max)= 405 Ibs RBw= -364 Ibs MAB(d+l)= 656 ft-Ibs lu= 5.85 ft RB(d+l)= 470 Ibs MAB(d+w)= -409 ft-Ibs lu= 1.33 ft RB(d+w)= -300 Ibs USE: W8X10 Fy = 50 ksi BEAM DESIGN: P-b Wd= 30.00 pif W 1= 138.33 plf Ww=-139.84 pif L= 18.00 ft 168.33 pif A A <----------- L--------> Md= 1214.8 ft-Ibs MI= 5602.5 ft-Ibs Mw=-5663.5 ft-Ibs M(d+l)= 6817.3 ft-Ibs M(d+w)=-4448.7 ft-Ibs Rd= 270 Ibs RI= 1245 Ibs Rw= -1259 Ibs R(d+l)= 1515 Ibs R(d+w)= -989 Ibs Lu= 9.00 ft OK Lu= 1.33 ft OK USE: W8X10 Fy = 50 ksi Deflections: (inches) Midspan DL= 0.079 DL+LL= 0.445 (+downward, -upward) 07/28/2020 61886 Rev 1 Current.123 Page 3 of 14 BEAM DESIGN: P-c Wd= 25.71 plf I P WI= 140.83 plf v 166.55 pif Ww= -125.83 pif A Bn Pd= 36.09 Ibs I< ----- X ---- > I<---------- L---------->I PI= 0.00 Ibs ' Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 5.85 ft DL= 0.000 0.000 X= 1.94 ft DL+LL= -0.002 0.003 MA(d) = 118 ft-Ibs MA(I) = 264 ft-Ibs MA(w) _ -236 ft-Ibs MA(d+l) = 383 ft-Ibs lu= MA(d+w) _ -118 ft-Ibs lu= (+downward, -upward) RAd= 181 Ibs RAI= 730 Ibs RAw= -652 Ibs 1.33 ft • RA(d+l)= 912 Ibs 1.94 ft RA(d+w)= -471 Ibs RBd= 55 Ibs RBI(Max)= 412 Ibs RBw= -328 Ibs MAB(d+l)= 656 ft-Ibs lu= 5.85 ft RB(d+l)= 467 Ibs MAB(d+w)= -372 ft-Ibs lu= 1.33 ft RB(d+w)= -273 Ibs USE: W8X10 Fy = 50 ksi BEAM DESIGN: P-d Wd= 25.71 pif W 1= 140.83 pif Ww=-125.83 plf L= 18.00 ft 166.55 pif n n I<----------- L--------> Md= 1041.3 ft-Ibs MI= 5703.8 ft-Ibs Mw=-5096.0 ft-Ibs Rd= 231 Ibs RI= 1268 Ibs Rw= -1132 Ibs R(d+l)= 1499 Ibs R(d+w)= -901 Ibs M(d+l)= 6745.1 ft-Ibs Lu= 9.00 ft OK M(d+w)=-4054.7 ft-Ibs Lu= 1.33 ft OK USE: W8X10 Fy = 50 ksi Deflections: (inches) Midspan DL= 0.068 DL+LL= 0.440 (+downward, -upward) 07/28/2020 61886 Rev 1 Current.123 Page 4 of 14 BEAM DESIGN: P-e P1 P2 P1d = 208.92 Ibs P11 = 717.29 Ibs A P1w = -725.10 Ibs P2d = 181.36 Ibs x1 j x2 J. P21 = 730.25 Ibs L P2w = -652.44 Ibs X1 = 6.92 ft Wd = 16.00 plf X2 = 6.92 ft W I = 0.00 pif X3 = 7.17 ft Ww = 0.00 pif L = 21.00 ft RAd = 370 Ibs RAI = 730 Ibs RAw = -709 Ibs RA(d+l) = 1100 Ibs RA(d+w) = -339 Ibs RBd = 356 Ibs RBI = 717 Ibs RBw = -669 Ibs RB(d+l) = 1074 Ibs RB(d+w) = -312 Ibs MAB(dl) = 2255 ft-Ibs MAB(II) = 5141 ft-Ibs MAB(wi) = -4903 ft-Ibs MAB(dl+ll) = 7352 ft-Ibs lu = MAB(dl+wl) = -2727 ft-Ibs lu = Deflection dl = 0.194 in dl+II = 0.637 in USE: W6X16 Fy = 50 ksi 7.17 ft 7.17 ft 07/28/2020 61886 Rev 1 Current.123 Page 5 of 14 BEAM DESIGN: P-f P1 d= 24.79 Ibs P11= 0.00 Ibs P1w= 0.00 Ibs P2d= 370.00 Ibs P21= 730.25 Ibs P2w= -708.94 Ibs . W d = 39.21 pif WI = 84.98 pif Ww = -86.41 plf P1 P2 X1 X2 X3 RAd= 1250.43 Ibs RAI= 2538.01 Ibs RAw=-2536.27 Ibs RAd+1= 3788.44 Ibs RAd+w= -1285.84 Ibs X1= 1.94 ft X2= 5.85 ft RBd= 155.72 Ibs X3= 18.00 ft RBI= 384.01 Ibs RBw= -401.43 Ibs RBd+I= 539.73 Ibs RBd+w=-245.70 Ibs MA(d)= 3549 ft-Ibs MA(I)= 6855 ft-Ibs MA(w)= -6773 ft-Ibs MA(d+l)= 10404 ft-Ibs lu = 1.33 ft MA(d+w)= -3224 ft-Ibs lu = 5.85 ft MAB(d+I)= 1138 ft-Ibs lu = 9.00 ft MAB(d+w)= -639 ft-Ibs lu = 1.33 ft Deflections OH SPAN dl (in)= 0.217 -0.028 dI+II (in) = 0.609 -0.063 USE: W6X20 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 6 of 14 BEAM DESIGN: P-g P1d= 46.30 Ibs Pi P2 P11= 0.00 Ibs P1w= 0.00 Ibs B P2d= 356.28 Ibs xi x2 / x3 P21= 717.29 Ibs P2w= -668.61 Ibs _ Wd = 45.50 plf RAd= 1379.18 Ibs WI = 158.76 plf RAI= 3884.14 Ibs Ww = -161.44 plf RAw= -3869.13 Ibs RAd+I= 5263.32 Ibs RAd+w= -2489.95 Ibs X1= 1.94 ft X2= 5.85 ft RBd= 196.82 Ibs X3= 18.00 ft RBI= 927.82 Ibs RBw= -963.25 Ibs RBd+I= 1124.65 Ibs RBd+w= -766.42 Ibs MA(d)= 3828 ft-Ibs MA(I)= 9018 ft-Ibs MA(w)= -8815 ft-Ibs MA(d+l)= 12846 ft-Ibs lu = 1.33 ft MA(d+w)= -4987 ft-Ibs lu = 5.85 ft MAB(d+I)= 3095 ft-Ibs lu = 9.00 ft MAB(d+w)= -2513 ft-Ibs lu = 1.33 ft Deflections OH SPAN dl (in)= 0.236 -0.025 dI+II (in) = 0.639 0.022 USE: W8X13 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 7 of 14 BEAM DESIGN: P-h Wd= 31.21 plf P W 1= 84.98 pif v 116.19 plf Ww= -86.41 plf "A B^ Pd= 24.79 Ibs j<----- X ---- > j<---------- L---------->1 PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 18.00 ft DL= -0.052 0.102 X= 3.25 ft DL+LL= -0.206 0.390 (+downward, -upward) MA(d) = 245 ft-Ibs RAd= 421 Ibs MA(I) = 449 ft-Ibs RAI= 1066 Ibs MA(w) _ -456 ft-Ibs RAw= -1084 Ibs MA(d+l) = 694 ft-Ibs lu= 1.33 ft RA(d+I)= 1487 Ibs MA(d+w) _ -211 ft-Ibs lu= 3.25 ft RA(d+w)= -663 Ibs RBd= 267 Ibs RBI(Max)= 765 Ibs RBw= -752 Ibs MAB(d+l)= 4584 ft-Ibs lu= 9.00 ft RB(d+l)= 1032 Ibs MAB(d+w)= -2131 ft-Ibs lu= 1.33 ft RB(d+w)= -485 Ibs USE: W6X12 Fy = 50 ksi BEAM DESIGN: P-i Wd= 30.00 plf P W 1= 138.33 pif v 168.33 plf Ww= -139.84 pif A B^ Pd= 40.11 Ibs l <-----X----> l <---------- L---------- >1 PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 18.00 ft DL= -0.033 0.068 X= 3.25 ft DL+LL= -0.213 0.405 MA(d) = 289 ft-Ibs MA(I) = 731 ft-Ibs MA(w) _ -739 ft-Ibs MA(d+l) = 1019 ft-Ibs lu= MA(d+w) _ -450 ft-Ibs lu= MAB(d+l)= MAB(d+w)= 6674 ft-Ibs lu= -4227 ft-Ibs lu= (+downward, -upward) RAd= 424 Ibs RAI= 1735 Ibs RAw= -1754 Ibs 1.33 ft RA(d+l)= 2159 Ibs 3.25 ft RA(d+w)= -1330 Ibs RBd= 254 Ibs RBI(Max)= 1245 Ibs RBw= -1218 Ibs 9.00 ft RB(d+l)= 1499 Ibs 1.33 ft RB(d+w)= -964 Ibs USE: W8X10 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 8 of 14 14 BEAM DESIGN: P-j Wd= 25.71 plf I P W 1= 140.83 plf v 166.55 plf Ww= -125.83 pif "A B^ Pd= 36.09 Ibs I< ----- X ---- > I<---------- L---------->I PI= 0.00 Ibs ' Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 18.00 ft DL= -0.028 0.058 X= 3.25 ft DL+LL= -0.212 0.401 (+downward, -upward) MA(d) = 253 ft-Ibs RAd= 365 Ibs MA(I) = 744 ft-Ibs RAI= 1767 Ibs MA(w) _ -665 ft-Ibs RAw= -1578 Ibs MA(d+l) = 997 ft-Ibs lu= 1.33 ft RA(d+l)= 2132 Ibs MA(d+w) _ -411 ft-Ibs lu= 3.25 ft RA(d+w)= -1213 Ibs RBd= 217 Ibs RBI(Max)= 1268 Ibs RBw= -1096 Ibs MAB(d+l)= 6619 ft-Ibs lu= 9.00 ft RB(d+l)= 1485 Ibs MAB(d+w)= -3852 ft-Ibs lu= 1.33 ft RB(d+w)= -878 Ibs USE: W8X10 Fy = 50 ksi BEAM DESIGN: P-k Wd= 45.50 pif I P W 1= 158.76 plf v 204.26 pif Ww= -161.44 plf A B^ Pd= 46.30 Ibs I< ----- X ---- > I<---------- L---------->I PI= 0.00 Ibs Pw= 0.00 Ibs Deflections: (inches) Overhang Midspan L= 18.00 ft DL= -0.041 0.082 X= 3.25 ft DL+LL= -0.202 0.383 (+downward, -upward) MA(d) = 391 ft-Ibs RAd= 625 Ibs MA(I) = 838 ft-Ibs RAI= 1991 Ibs MA(w) _ -853 ft-Ibs RAw= -2025 Ibs MA(d+l) = 1229 ft-Ibs lu= 1.33 ft RA(d+l)= 2617 Ibs MA(d+w) _ -462 ft-Ibs lu= 3.25 ft RA(d+w)= -1400 Ibs MAB(d+l)= MAB(d+w)= 8078 ft-Ibs lu= -4468 ft-Ibs lu= RBd= 388 Ibs RBI(Max)= 1429 Ibs RBw= -1406 Ibs 9.00 ft RB(d+l)= 1817 Ibs 1.33 ft RB(d+w)= -1018 Ibs USE: W8X13 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 9 of 14 HEADER BEAM DESIGN: H-a P1d = 421 Ibs P1 P2 P3 P4 P11 = 1066 Ibs P1w = -1084 Ibs P2d = 424 Ibs A P21 = 1735 Ibs X1 X2 X3 X4B //,X5 P2w = -1754 Ibs _P3d = 365 Ibs X1 = 1.04 ft P31 = 1767 Ibs X2 = 5.88 ft P3w = -1578 Ibs X3 = 6.92 ft P4d = 625 Ibs X4 = 0.88 ft P41 = 1991 Ibs X5 = 6.29 ft P4w = -2025 Ibs Wd = 20.00 plf WI = 0.00 plf Ww = 0.00 plf RAd= 559 Ibs RBd= 1696 Ibs RAI= 1333 Ibs RBI= 5226 Ibs RAw= -1335 Ibs RBw= -5106 lbs RAd+I= 1892 Ibs RBd+I= 6922 Ibs RAd+w= -776 Ibs RBd+w= -3410 Ibs MA(DL): -449.2 ft-Ibs MA(LL): -1110.4 ft-Ibs MA(WL): 1129.1 ft-Ibs Deflection MA(DL+LL): -1559.5 ft-Ibs lu = 1.04 ft DL = 0.01 in MA(DL+WL): 679.9 ft-Ibs lu = 1.04 ft DL+LL = 0.02 in SPAN Deflection M(DL+LL): 353.7 ft-Ibs lu = 6.92 ft DL = -0.03 in M(DL+WL): -451.9 ft-Ibs lu = 6.92 ft DL+LL = -0.05 in MB(DL): -4330.3 ft-Ibs MB(LL): -12529.1 ft-Ibs MB(WL): 12740.5 ft-Ibs MB(DL+LL): -16859.4 ft-Ibs lu = 6.29 ft DL = MB(DL+WL): 8410.3 ft-Ibs lu = 6.29 ft DL+LL = USE: W6X20 Fy = 50 ksi Deflection 0.08 in 0.33 in 07/28/2020 61886 Rev 1 Current.123 Page 10 of 14 HEADER BEAM DESIGN. H-b P1d = 423 Ibs P1 P2 P3 P4 P11 = 1149 Ibs P1w = -1154 Ibs P2d = 524 Ibs A B ' P21 = 2490 Ibs X1 / X2 X3 X /X5 P2w = -2476 Ibs _ P3d = 449 Ibs X1 = 1.04 ft P31= 2535 Ibs X2 = 5.88 ft P3w = -2228 Ibs X3 = 6.92 ft P4d = 585 Ibs X4 = 0.88 ft P41 = 2357 lbs X5 = 6.29 ft P4w = -2369 Ibs Wd = 20.00 pif W I = 0.00 pif Ww = 0.00 plf RAd= 643 Ibs RBd= 1757 Ibs RAI= 1733 Ibs RBI= 6797 Ibs RAw= -1706 Ibs RBw= -6521 Ibs RAd+I= 2376 Ibs RBd+I= 8554 Ibs RAd+w= -1063 Ibs RBd+w= -4764 Ibs MA(DL): -451.5 ft-Ibs MA(LL): -1196.7 ft-Ibs MA(WL): 1201.9 ft-Ibs Deflection MA(DL+LL): -1648.2 ft-Ibs lu = 1.04 ft DL = 0.00 in MA(DL+WL): 750.4 ft-Ibs lu = 1.04 ft DL+LL = 0.01 in SPAN Deflection M(DL+LL): 2610.1 ft-Ibs lu = 6.92 ft DL = -0.01 in M(DL+WL): -1667.0 ft-Ibs lu = 6.92 ft DL+LL = -0.05 in MB(DL):-4073.8 ft-Ibs MB(LL):-14827.3 ft-Ibs MB(WL): 14903.9 ft-Ibs Deflection MB(DL+LL):-18901.2 ft-Ibs lu = 6.29 ft DL = 0.08 in MB(DL+WL): 10830.0 ft-Ibs lu = 6.29 ft DL+LL = 0.35 in USE: W6X20 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 11 of 14 HEADER BEAM DESIGN: H-c P1d = 1250 lbs P1 P2 P3 P4 P11 = 2538 lbs P1w = -2536 lbs P2d = 335 lbs A ` P21 = 1650 lbs X1 / X2 X3 X B //,X5 P2w = -1623 lbs _P3d = 286 lbs X1 = 1.04 ft P31 = 1680 lbs X2 = 5.88 ft P3w = -1460 lbs X3 = 6.92 ft P4d = 1379 lbs X4 = 0.88 ft P41 = 3884 lbs X5 = 6.29 ft P4w = -3869 lbs W d = 24.00 plf WI = 0.00 plf Ww = 0.00 plf RAd= 1075 lbs RBd= 2680 lbs RAI= 1992 lbs RBI= 7760 lbs RAw= -1967 lbs RBw= -7522 lbs RAd+I= 3067 lbs RBd+I= 10440 lbs RAd+w= -892 lbs RBd+w= -4842 lbs MA(DL): -1315.5 ft-lbs MA(LL): -2643.8 ft-lbs MA(WL): 2641.9 ft-lbs Deflection MA(DL+LL): -3959.3 ft-lbs lu = 1.04 ft DL = 0.02 in MA(DL+WL): 1326.4 ft-lbs lu = 1.04 ft DL+LL = 0.05 in SPAN Deflection M(DL+LL): -3959.3 ft-lbs lu = 6.92 ft DL = -0.06 in M(DL+WL): 1326.4 ft-lbs lu = 6.92 ft DL+LL = -0.07 in MB(DL):-9152.3 ft-lbs MB(LL):-24437.7 ft-lbs MB(WL): 24343.3 ft-lbs Deflection MB(DL+LL):-33590.1 ft-lbs lu = 6.29 ft DL = 0.10 in MB(DL+WL): 15190.9 ft-lbs lu = 6.29 ft DL+LL = 0.35 in USE: W8X24 Fy = 50 ksi 07/28/2020 61886 Rev 1 Current.123 Page 12 of 14 Column Design A/SC 14th ed, Use First Order Analysis Criteria P DL = 2.68 kips Clr. Ht.= 9.50 ft P LL = 7.76 kips Fascia Ht.= 1.00 ft P W L = -7.52 kips Col. Trib= 18.78 ft Base Shear = 0.16 kips Wind Load= 21.75 psf Total Base Shear = 0.49 kips # of COL.= 2 1N WL = w(Fascia Ht-2.5-Col Trib./# of col-L)+ w(Wrap-1 /2 Clr. Ht"2) Max All. Defl = 1.20 in M Seis = Base Shear x L Max Defl Ratio = L/ 100 M.Unbal = Live Load x Col. Trib.x (Canopy Width/2)"2/2 Max Defl. = 0.17 in, OK L = Clr. Ht. + Fascia Ht/2 Pr = 10.44 kips 1.6Pr<0.5Py First -Order Analysis Allowed (A-7-1) Py = 326.60 kips N = 0.00 -Yi (A-7-2) B2 = 1.05 OK, A-8-6 M WL = 6.09 kip-ft M Seis = 1.55 kip-ft M DL(Nod) = 0.13 kip-ft M LL(Nod) = 0.37 kip-ft M Unbal DL= 0.00 kip-ft M Unbal LL= 0.00 kip-ft M Unbal WL= 0.00 kip-ft Use: TS8X8X1/4 Fy = 46.00 ksi K = 1.00 L, Col = 10.00 ft A = 7.10 inA2 1 = 70.70 inA4 Cm = 1.00 Pell = 447.31 kips B1 = 1.04 (A-8-3) P,AII = 177.38 kips M, All = 44.10 kip-ft Load Combination Pr, Kips I Mr, Kip-ft I Equation I Result D+L 10.441 0.521 0.041 OK D+W 2.68 6.46 0.15 OK D+0.7E 2.68 1.26 0.04 OK D+0.75W+0.75L 8.50 5.17 0.14 OK D+0.75(0.7E)+0.75L 8.50 1.27 0.05 OK Top Connection : Standard Cap Plate I Base Plate: LBP 8 - 20 Foundation: (Restrained at Grade dA2=(4.25*M)/(S3*b) M(MAX)= 6456 ft-lbs Pmax= 10.44 kips S3= 100 PCF X d Footing Area= 9.62 ft^2 b= 3.500 ft Bearing= 1085.11 psf d= 4.280 ft Footing= Round USE: 3.50 FT.RND. X 5.25 ft deep footing As=12*M/Ud*24000)= 0.0728 in"2 USE: 10 #8's (RND. Cage) w/ #4 Ties @ 12" O.C. w/135 hooks 07/28/2020 61886 Rev 1 Current.123 Page 13 of 14 Spread Footing Design P dl = 2680 Ibs LENGTH P II = 7760 Ibs P w = -7522 Ibs b M = 6456 ft-Ibs Soil Density = 110 pcf o Width = 5.00 ft Length = 5.00 ft Depth = 3.00 ft M a = 0.00 ft b = 0.00 ft U c = 0.00 ft Footing Weight = 11250 Ibs o Soil Weight = 0 Ibs Overturning : OTM = 6456 ft-Ibs RM = 13340 ft-Ibs FS = 2.07 > 1.5 Therefore OK Soil Pressure: q(dl+ll) = 417.60 psf Net q(ALLOW) = 1500 psf OK For dl+(wl, seismic) : P = 13930 Ibs e=M/P= 0.46 ft L/6 = 0.83 ft Resultant within middle 3rd q(dl+wl, seismic)= 417.10 psf Net g(ALLOW )= 1500.00 psf OK REINFORCING: M(dl+ll) = 1305.00 ft-Ibs/ft M(dl+wl, seismic) = 590.56 ft-Ibs/ft dl+ll Controls Assume: fc=2500 psi, Fy=40000 psi d = 32.63 in As(REQ'D)= 0.03 inA2 As(PROV.)= 0.44 inA2 USE #6's AT 12"O.C. T&B EACH WAY 07/28/2020 61886 Rev 1 Current.123 Page 14 of 14 LANE SUPPLY, INC. I &MAC -. 120 Fairview - Arlington, Texas 76010 817-261-9116 0.75" 1.125" N � O O LO ti - O rn R 0.0625" M N TYP 15.96875" SL-316 DECK PANEL Section Properties Gage Wt, psf Thickness, in ASTM 653 1 +I, in -1, in +S, in -S, in +M, ft-Ibs/ft -M, ft-Ibs/ft 20 2.20 0.0359 Grade 40 0.9346 0.4680 0.3961 0.3036 592.70 454.44 Grade 50 0.9208 0.4522 0.3879 0.2880 725.86 538.92 18 2.93 0.0478 Grade 40 1.2486 0.6827 0.5329 0.4377 797.77 655.28 Grade 50 1 1.2129 0.6518 0.5141 0.4296 962.09 r 803.92 Notes: 1 Designed per AISI Cold Formed Steel Manual, 2007 ed. 2 Complete calculations are available upon request. 3 ± M is allowable bending moment. Issued 12-5-14 This sheet is the property of Lane Supply, Inc and may not be reproduced without express permission of Lane. LANE SUPPLY, INC. 120 Fairview Arlington, Texas 76010 817-261-9116 FAX 817-275-1660 Bolt Weld Weld Base LBP # M PBOLT Dia. t REQ'D t ACTUAL Req'd Actual Plate (D - M) (ft-k) (k) (in) (in) (in) (1/16 in) (in) Mark 8 - 10 10 5.58 1 1/2 0.72 3/4 1.52 1/4 LBP 1 8 - 20 20 10.91 1 1/2 0.99 1 3.03 5/16 LBP 2 8 - 30 30 16.00 1 1/2 1.17 1 1 /4 4.55 5/16 LBP 3 8 - 40 40 20.87 1 1/2 1.32 1 1/2 6.06 F.P. LBP 4 8 - 50 50 26.09 1 1/2 1.46 1 1/2 7.58 F. P. LBP 5 TS 8 X 8 COLUMN: D= 8 in. e= 2 in. b,d= 8 in. CONSTANTS: A36 Steel Plate Fy = 36 ksi E70xx Electrode Fw = 0.928 k/in/16th A307 Anchor Bolts Ft = 20 ksi EQUATIONS. _ Peotr = Mx 12 ialft Mx 12 in/ft _ Mx 12 in/it 2 bolts (D+e+t) Weld = S ward x Fw Fw (bd+d%3) txEQV = 6 x P x e x 2 bolts 0.75x Fyx (D+2t) -D - A 2,t I _ 6„ _ 6„ 21f 47'-5 1/2" OUT TO OUT OF FASCIA 2 112" N � A x ,I � o � I C� U Lc) QErz O ap ti Oco O O O o B W Do Ln N I `� N 0) I I 47'-0 1/2" OUT TO OUT FRAMING () OUTRIGGERS MK. () @ 4'-0" O.C. MAX TYP BOTH SIDES 3 2 1 18'-0" 18'-0" 7'-9 112" (ONE)ROW PURLIN BRIDGING @ CNTR (ONE)ROW PURLIN BRIDGING @ CNTR 0" SHEAR SPLICE I i I P- -f I I I I I I I 6 12 I I I I I I I I I I I I W6 I J-b_ X2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 8110 I I X IW( 1 1 I I I I 18X1, IQ) I� I I CL� I I III I I I I I I ICI I I I=I� I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I P—' I P d —c 8 10 X 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I TSOX81X 114 I I I I I I I I I I I I I I I TY II I I I I I I I I I I I I I I I I I I I IP—k i I I I I I I I I I I I I I I I I I I I I I I I I I I I R—gl I I I I I I t I I I I I I I I I I I I I I I 8 13 I W X1 I (35) SL-316 DECK PANELS () @ 1'-4" O.C. MAX = 46'-8" DESIGN LOADS: DEAD LOAD = 3 p.s.f.(DECK + LIGHTS) + WEIGHT OF STRUCTURAL COMPONENTS LIVE LOAD = 20 p.s.f. V, ULT = 140 m.p.h. EXP. C V, ASD = 108 m.p.h. EXP. C BLDG CODE = 2017 FLORIDA BUILDING CODE 2015 INTERNATIONAL BUILDING CODE EQUIVALENT LATERAL FORCE PROCEDURE LATERAL FORCE RESISTING SYSTEM = CANTILEVERED COLUMN SYSTEM —ORDINARY STEEL MOMENT FRAME SITE CLASS = D Ss (0.2) = 0.07 S1 (1.0) = 0.03 SDS = 0.07 SD1 = 0.05 Fa = 160 Fv = 140 R = 1.25 IMPORTANCE FACTOR = 1.0 RISK CATEGORY = II SEISMIC DESIGN CATEGORY = A CS = 0.058 CONSTRUCTION TYPE = IIB OCCUPANCY CATEGORY = M TOTAL SEISMIC BASE SHEAR BOTH DIRECTIONS = 0.49 KIPS 2 112" 1'-11 114" WELD PIECE W8 TYPICAL BOTH ENDS o I CL N II i ti CD W J W z I I