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Home My WebLink About21-1617 v City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BNC-001617-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/03/2021 Permit Type: Building New (Commercial) Property Number Street Address. 35 25 21 0130 00000 0070 7642 Gall Blvd Owner Information Permit Information Contractor Information Name: SF ZEPHYR COMMONS Permit Type:Building New(Commercial) Contractor: DUFFY SOUTHEAST INC OUTPARCEL LP Class of Work:New Construction Address: 100-2851 John Markham On UR Building Valuation:$426,350.00 5R7 St Electrical Valuation:$40,900.00 Phone: FAM-1550 Mechanical Valuation:$43,300.00 Plumbing Valuation:$48,000.00 Total Valuation:$558,550.00 Total Fees:$46,922.53 � ii 11 Amount Paid:$42,077.10 Date Paid:8/2/2021 2:29:13PM Project Description BUILDOUT CHIPOTLE 2,400 SO FT Application Fees Electrical Permit Fee $244.50 2"Water Meter Residential Connection Fee $431.30 Plumbing Plan Review Fee $140.00 Mechanical Permit Fee $256.50 Plumbing Permit Fee $280.00 Building Plan Review Fee $1,080.88 Electrical Plan Review Fee $122.25 Building Permit Fee - $2,161.75 Transportation Impact Fee $31,800.38 Mechanical Plan Review Fee $128.25 Transportation Impact Fee-City $321.22 Water Impact Fee $2,333.10 1.5"Water Meter Fee $2,794.50 Wastewater Impact Fee $4,827.90 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. z� CONT CTOR SIGNATURE PE VIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Jacqueline Boges To: 'Marc Subject: RE: payment for permit I had to issue a new permit#so when calling in inspections use permit#2638 it is referring back to the permit# 1617 which is the permit you currently have I need ail inspections to go under the 2638 permit . Thank you again for your patience. ]ackieE\ogua 813-780-0020ex13513 'Y\rule | have had for years is:hotreat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself wohuvo.^Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request' Your e-mail communications may therefore be subject to public disclosure' If you received this message in error, please do not read, forward, copy, etc, and delete immediately. From:Jacqueline Qoges Sent: Monday,August 16,3D212:31PKA Tw:'K4arc Worley'<K8VVor|ey@ dufhevse.comm> Subject: RE: payment for permit | have attached the receipt. Thank you for your tia JuckieBngeo 813-780-0020cxt3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself wehavo.^Dwight LMoody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request' Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read/ forward, copy, etc, and delete immediately. From: Marc Worley<MWorlev@duffeyse.com> Sent: Monday,August 16,20212:29 PM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Subject: RE: payment for permit EXTERNAL EMAIL Yes that is fine. Thank you Jackie. Marc Worley I SR. Project Manager Duffey Southeast Construction Office: 470.695.7171 Cell: 678.988.1 118 mworley@duffevse.com From:Jacqueline Boges<iboges@ci.zephvrhills.fl.us> Sent: Monday,August 16,20211:27 PM To: Marc Worley<MWorlev@duffeyse.com> Subject: payment for permit Hello I can finally pay the permit for the chipotle restaurant build out .Was having issue with our system in applying the payment. I took off the water meter because I was told by utility dept that a meter was not needed .the amount for the meter was$3225.80 in which I applied to the building permit fees.So the balance due is$1,188.33 you gave me a credit card#did you want me to apply that balance to the credit card? t r� r Jackie Boges 813-780-0020 ext3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 2 The City of The City of , Zep"hyth ft r iLls Florlda Florlda City of Lephyrhills i city of lephyrhills Building Building Building Department i Building Department 5335 8th Street 5335 ath Street Zephyrhills, FL 33542 Zephyrhills, FL 33542 (813)780-0020 I (813)780-0020 Welcome Welcome 001345-0002 Jacquelin 08/02/2021 02:29PM 6bl;345-0001- Jacquelin 08/02/2021 02:23PM INVOICE i INVOICE POOLE, ELWOOD (DUFFY SOUTHEAST ING) POOLE, ELWOOD (DUFFY SOUTHEAST INC) BNC-001617-2021 'BNC--001617-202*1 2021 Item: INV-00003786 Item., INV-00003766 Balance unpaid: 431 .30 2021 Balance unpaid, 0.00 2" Water Meter 2" Water Meter Residential Connection -431 .30 Residential Connec ion 431 ,30 Fee Fee LL . ............. -431.30 431.30 -431.30 1 431.30 Subtotal -431.30 Subtotal 431.30 Total Total CHECK -431.30 I 431 .30 CHECK Check NumberOO1386 i Check Number0O1386 Change due 0.00 0.00 Change due Paid by; POOLE, ELWOOD (DUFFY SOUTHEAST paid by, POOLE, ELWOOD (DUFFY SOUTHEAST INC) INC) Comments: REFUND DUE DO NOT NEED PER Comments: REFUND DUE DO NOT NEED PER UTILITY UTILITY Thank you for your payment Trjank you for your payment CUSTOMER COPY 4 CUSTOMER COPY VOID The City of The City of' ZephyrhiLls ' r i its Florida Florida City Of Zephyrhills City Of Zephyrhills Building ! Building Building Department Building Department 5335 8th Street 5335 8th Street Zephyrhills, FL 33542 Zephyrhills, F1_ 33542 (813)780-0020 (813)780-0020 Welcome Welcome 001326-0002 Jacquelin 07/27/2021 03:39PM 001326-0001 Jacquelin 07/27/2021 03:35PM INVOICE j -INVOICE POOLE, ELWOOD (DUFFY SOUTHEAST INC) I POOLE, ELWOOD (DUFFY SOUTHEAST INC) i BNC-001617-2021 BNC-001617-2021 2021 Item: INV-00003783 2021 Item: INV-00003783 Balance unpaid: 46,491 .23 Balance unpaid: 0.00 Building Permit Fee -2,161.75 Building Permit Fee 2161 .75 1 .5" Water Meter Fee -2,794.50 1.5" Water Meter Fee 2:794.50 Building - Fee for Building - Fee -for Electrical Permit -244.50 i Electrical Permit ( 244.50 Electrical Plan Review j Electrical Plan R vi Fee �� -122.25 Fee 122.25 Mechanical Permit 256,50 I Mechanical Permit 256.50 Mechanical Plan Review Mechanical Plan Review Fee -128.25 Fee 128.25 i Building - Fee for Building - Fee for Plumbing Permit -280.00 Plumbing Permit 280.00 Water Impact Fee Water, Impact Fee -2,333.10 j Wastewater Impact Fee 2,333,10 Wastewater Impact Fee -4,827.90 Transportation Impact 4,827.90 Transportation Impact Fee -31,800.38 Fee 31,800.38 Transportation Impact Transportation Impact Fee - City -321 .22 Fee - City 321 .22 Building Plan Review Building Plan Review Fee -11080.88 Fee 11080,88 Plumbing Plan Review Plumbing Plan Review Fee -140.00 Fee 140.00 ----- -46,491.23 ! ' 46,491.23 Subtotal Total -46,491.23 Subtotal 46,491.23 r -2,794,50 II Total 46,491.23 CASH -31,800.38 1 CASH ' CASH -321.22 ', CASH 2,794.50 CASH -4,827.90 LASH 31,800.38 CASH -2 333.10 I � CASH 4,827.90 321.22 CASH -4,414.13 CASH 2,333.10 CHECK ------------ CHECK 0.00 4,414.13 Change due Change due - -- Paid by: POOLS, ELWOOD (DUFFY SOUTHEAST 0.00 Paid by: POOLS, ELWOOD (PUFFY SOUTHEAST " INC) INC) Comments; by#1617 Comments: by#1617 Thank you for your payment Thank you for your payment CUSTOMER COPY VOID CUSTOMER COPY INVOICEiiii FOR OF,ZEPHYRHILLS BILLING CONTACT :. ELWOOD POOLE .. DUFFY:SOUTHEAST ING 11.0 ALLEN ST C,UMMING,:GA 30040 INVOICE .. NUMBER': . : :INVOICE DATE _. .INVOICE DUE DATE . .: :INVOICE STATUS _ . INVOICE DESCRIPTION. .'. . INV,=00003783 07/T3/202,1• 07/13%2021. Due: NONE REFERENCE NUMBER FEE NAME . : : . TOTAL . , , . . , . a $2; 94:57ee �"BNC-001617-2021 1.5 Water Metes F t m ter•fee $3225 80 0 ' • Building.Permit.Fee .. TIF $32,1'21':60: Building Plan.'Review Fee $1,080.88 Water%Sewer$7101.00'' ElectricaCPermit Fee:.. •$24.'4.50." Electrical"Plan Review Fee : .' : Total.P a Ymeth$42,508'.40 $122.25 . Mechanical Permit Fee . $256.50 • Mechanical Plan.Review Fee. 70: $128.25. Plumbing•Permit Fee $280:00 Plumbing Plan Review:Eee " $140.00 Transportation•lmpact Fee:.W $31,800,38: . . Transportation Impact Fee=.City $321.22 Wastewater Im act Fee p �?$4,827.90-. Water.lmpact Fee* 1P $2;333.10 7.646 Gall Blvd Zephyrhills;FL 33541: SUB TOTAL $46,491.23 . ;REMITTANCE INFORMATION. TOTAL . $46,491;.23. ' City:of2ephyth ills 5335 8th Street: 6p.hyrhills, FL 33542 r� 05 rG. wor - 17. 7 July 13,2021 5335 8th Street,Zephyrhills,FL 33542 " 'Page 1 of 1: INVOICElili ; . FOR CITY OF BILLING CONTACT •. ELWOOD POOLE . . DUFFY.SOUTHEAST INC r:} 11:0 ALLEN ST CUMMING,GA 30040 INVOICE NUMBER'.. INVOICE.DATE INVOICE DUE DATE . ". .INVOICE STATUS INVOICE DESCRIPTION. .. . . . INV-00003786 07/13/2021 07113/2021• Due : NONE, REFERENCE NUMBER FEE.NAME :. :. TOTAL " BNC-001617-2021 ; 2`Water Meter Residential,Connection Fee` ,gin ,.. $431.30 7646 Gail Blvd Zephyrhills;FL 33541 :. SUB TOTAL.. - :.. . $431.30 TOTAL REMITTANCE INFORMATION $439.3 'City of Zephyrhillt 5335 8th Street Zephyrhills, FL 33542' .. .. July 13,.2021" 5335 8th Stree#,Zephyrhills,FL 33542 . . Page.tof 1:. INVOICE1111 : . FOR OF ' BILLING CONTACT i ELWOOD POOLE DUFFY SOUTHEAST INC G 110 ALLEN ST CUMMING, GA 30040 INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION INV-00003786 07/13/2021 07/13/2021 Due NONE R ENCE NUM BE FEE NAME TOTAL BNC-001617-2021 1 2"Water Meter Residential Connection Fee $431.30 746 Gall Blvd Zephyrhil , FL 33541 SUB TOTAL $431.30 REMITTANCE INFORMATION TOTAL $431.3 City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 2110 _ l �, �7 D'01 �D V � o July 13,2021 5335 8th Street,Zephyrhills,FL 33542 Page 1 of 1 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting as I%I jr"a a IL a s" Owner's Name CHIP07M MEXICAN GRILL OF COLORAP0 owner Phan:NumberI" Ownee.Add,... PO � g0X1j3:Zrv&&,GOLUWU�5, OH 43AD Owner Phone Number [ . e--r ZEPHYR COMMONS OUT77ARCEL9 LPFee Simple Titleholder Name I Omer Phone Number Fee Simple Titleholder Address )HN S2T MARKA-AM ON QW OR7 CANAPA, JOB ADDRESS F--/&, & &AU- f5l-VP LOT 9 1 SUBDIVISION PARCEL,,#[�—� fr:,, 01 01�0 00000 00'70 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED INRAICONSTR M-9 ADDIALT SIGN DEMOLISH R INSTALL F-1 REPAIR PROPOSED USE Q SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL DESCRIPTION OF WORK TENANT iWILPOUT COMO BUILDING SIZE SQ FOOTAGE HEIGHT XWEIKILIC. .. ft1 . . =BUILDING VALUATION OF TOTAL CONSTRUCTION F,---ISLEr-TRICAL AMP SERVICE PROGRESS ENERGY pQ WRE.C. [PLUMBING [MECHANICAL I VALUATION OF MECHANICAL INSTALLATION 5 45 =GAS ROOFING F--j SPECIALTY = OTHER j FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1---jYES NO 11 i 4 f 0 9 519 0 9 6 rr a 6 IF 9 �0 a 1 0 BUILDER COMPANY 19-4'ey 90081taaf,t Ina SIGNATURE REGISTERED I YIN FEE CURREN Address 65&152 Laka,Oak Lanha Cumnu GA 30040 License# r__—__ ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/N FEE 664REN F-Y N jj["�Jeq 5rrj,y lake Pr.N155 Conyers,&A 30013-1 License# I W:1007601 PLUMBER COMPANY SIGNATURE REGISTERED YIN I FEE CURREN J 'YIN ress lab w Cefomi ns Pi.5 T Licenset!jcm4zoa43 SIGNATURE" COMPANY FAIRCO MMechanicalREGISTEREDYIN FEE CURREN Address J4100 Ha"rywd Rd,) -3 j Largo,FL 37'71 License [C�AC0024!�6 OTH COMPANY SIGNATURE REGISTERED I YIN FEE CURREN =Y1 N Address License# F- 11114isavass 111111111141 oxx as a a I Eggs go salami a gas was I a all vi*22 RESIDENTIAL Attach(2)Flat Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stomwrater Plans wi Sill Fence Insisted, Sanitary Facilities&I dumpster,Site Work Permit for subdimisionsilarge projects COMMERCIAL Attach(2)complete sets of Budding Plans plus a Life Safety Page:(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(110)working days after submittal date.Required Onshe,Construction Plans,Stormwater Plans%vi Silt Fence installed, Sanitary Facilities&1 clumpster.She Work Permit for all new projects-AD commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Mans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500s a Notice of Commencement Is required.(AIC upgrades over$7500) Agent(for the contractor)or Power ofAllomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (ropy of contract required) Remofs If shingles Sewers Service Upgrades A/C Fences(PIoUSUrvcy/FcoI2g8) Driveways-Not over Counter if an public roadways..needs ROW The City of Zephyrh 'IL[s,, Florida City Of Zephyrhills Building Building Department 5335 8th Street Zephyrhills, FL 33542 (813)780-0020 Welcome 001383-0003 Jacquelin 08/16/2.021 02:24PM INVOICE. POOL 00 DUFFY SOUTHEASI' INC) BNC 002638-20 1 2021 Ite . INV-000041*77 Balanc paid: 0.00 Building Permit Fee 2,161 .75 Building - Fee for Electrical Permit 244.50 Electrical Plan Review Fee, 122.25 Mechanical Permit 256.50 Mechanical Plan Review Fee 128.25 Building - Fee for Plumbing Permit 280.00 Water Impact Fee 2,333.10 Wastewater Impact Fee 4,827.90 'Transportation Impact Fee 31,800,38 Transportation Impact Fee - City 321 .22 Building Plan Review Fee 1,080.88 Plumbing Plan Review Fee 140,00 43,696.73 Subtotal 43,696.73 Total 43,696.73 CHECK 42,508.40 Check Number001386 BUILDING 1,188.33 Visa **********$*0307 Ref=000000001815 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department • r i fr �1�1. Date Receaiveda ✓%� Cf83--._ ✓✓�0 Phone Contact for Permitting ) , laaaaaa, aaaaa Owners`Name CHIFOTLE MEXICAN GRILL OF COLORADO LLG Owner Phone Number Owner's Address PO PDX 1825(010,COLUM6U5, OH 432I8 Owner Phone Number Fee Simple Titleholder Name 5F ZEPHYR COMMONS OUTPARCEL5 LP Owner Phone Number Fee Simple TitleholderAddress 10040r:51 JOHN ST MARKHAM ON L3R CJR7 GANADA, JOB ADDRESS' 7�04�o GALL RLVD LOT# �/r� SUBDIVISION PARCEL ID# rr% ZO 21 0130 00000 0070 0 - (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR x ADD/ALT = SIGN = = DEMOLISH 8 INSTALL e REPAIR PROPOSED USE = SFR 0 COMM 0 OTHER TYPE OF CONSTRUCTION 116 BLOCKr� 0 FRAME = STEEL DESCRIPTION OF WORK TENANT VVILDOUT �,,LGM9 "607) BUILDING SIZE SO FOOTAGE 2400 HEIGHT =BUILDING - $q 2�350 VALUATION OF TOTAL CONSTRUCTION DELECTRICAL $40,000 AMP SERVICE PJROGRESS ENERGY Q W.R.E.C. =PLUMBING $4&000 =MECHANICAL $4�300 VALUATION OF MECHANICAL INSTALLATION �� ,. • =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Duffey Southeast Inc: I SIGNATURE REGISTERED Y/N FEE CURREN Y/N CAL' Address 63 Lake.Oak'LarAn9i Cumming,GA 30040 License# GBG12(o0(poe ?/, . . a T ELECTRICIAN ' n :] COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N Address 319'J 5priny Lake Dr.NE;Conyere,GA 30013 License# ECI3007601 JIornbiny PLUMBER COMPANY " SIGNATURE REGISTERED Y/N FEE CURREN Y!N J Address &Z08 E.Columbus Dr.j Tama,FL 33(oloJ License# CPG142g243 MECHANICAL COMPANY AIRGO McGHanIGel SIGNATURE % REGISTERED Y/N FEE CURREN Y/N Address 4100 Honeywell RA5 Largo,FL 33771 GAC05243& License# OTHER COMPANY' . SIGNATURE REGISTERED I Y/N. FEE CURREN I Y/N Address License# • ■[Ei[[[aa■1['['[.a[[i.laai[ !a[ia■aa[[a[[i[was !aili[[.alafa[ai.f[[[[[-1![.[[.I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(2)Complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if.shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ` Building Department f � NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit maybe subject to"deed"restrictions"which maybe more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Divisior>—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that 1" understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.'Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering , Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida: If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots Jess than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO"'Qv---—EN' FLORIDA JURAT(F.S�11117.03) i OWNER OR AGENT 1 11i o�IXI�r2n. ��'CbNTRACTOR O V��-•1 v`�'1R�``ll StkbqVib d and swam to or affirm )before me this i Subscr bed and swam to(or a ed for me this < by ty� 1 `J-�Yr f t9 I� —_by f L0O� - t7 t�L bN ?(SD Who is/hre personally kne 6 to me or has/have produced Who islare personally known to me or has/have produced fZI-[[�� as�identificabon. (Zft\��2�� 4tCSµ(eJt_aside Lion � Notary Public �a SUCW�1� Notary Public Commission No. 6C"17 J C( Commission No. EreodC IR. QrJ b Name of Notary typed,pool d r stamped Name of Notary typed,printed or stamper �Q%�PO `e�.o��\ do RENE UTO : DULY dw �,971308 � :� 15 2024 P ,� 2024 Cc !/O %00. V ice' H•C� .,O�,''q RY 1 00```�. f, i - s i February 8, 2021 t U F :- 'SOUT,HEAST C U "N"'S T R'U 'C T 1.O `N City of Zephyrhills Building Department } 5335 8th Street F Zephyrhills, FL'33542 Re:Authorization Letter' } We authorize the following persons to sign for and pick-up permits on Duffey'South east lnc.'s .behalf. Louis Terrell-Superintendent for Duffey Southeast, Inc.and'Brian Plewinski and.Michael .Hall with EZ.Permits, Inc. } As always, should;you have any OLi6stioris or require additional"information,.please"reach out.to. me directly. Sincerely, j DUFF -SOUTHEAST; INC. c . E': Dixon Pool"e III' Vice President 110 Allen St. Cumming, GA 30040 470-695=7171 ext.702 404=520-8765-cell i i t S 1 ATLANTA ,GA'.I "CEDARTO►NN,,, A-T(,.GHARLOTft NC:I':JACKSONVILMIL I-STAFFORD :VA; i www.DUFFEYSE.com 3 i e13-7ea0020 City of Zephyrhills Permit Application FaY a1a 78Q-0oz1 Building Department l �j Date Recelved ; ' phone Contact for Permitting eel II l l l II - -j ■-r<7Z t!II l a' Ltl owners Name CHIPOTLE MEXIGAN GRILL OF COL-01 LLG Owner Phone Number _ owners Address PO BOX 1829GG,GOl UMBUra,O}i 4321�j l Owner Phone Number Fee Simple T@landder Name 9f7 ZEPHYR COMMONS OUTPARCPIS LrI Owner Phone Number ��--- —� Fee Simple Titleholder Addmss 100-0&01 tSOHN 5T MARKHAM ON L3R 5R7 CANAPA, � JOBA13DRESS 7646, BALL RLW LOT# E SUBDIVISION f 1 PARCEL ID# P 25 21 OI5O OOODO 0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSM ADDIALT [,] SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR +Q COMM = OTHER TYPE OF CONSTRUCTION ® BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK TENANT 15UILPOUT (CMG 43&57) BUILDING SIM SOFOOTAGE 2400 HEIGHT crrcrcrr rrrra cnrcccrcccTrrl rczt crrrrrrr>c crrcrcl crrcrrr c rrc n QBUILDING $42(ZOO VALUAT(ONOF TOTAL CONSTRUCTION QELECTRICAL s40400 AMPSERVICE QJ//// PROGRESS ENERGY 0 W.R.E.C. JW=PLUMBING S1t'P1.000 VlL C ',�f; l:_ ( 14 � C =MECHANICAL 5 -0 - VALUATION OF MECHANICAL INSTALLATION �" '. t4 r` V =GAS Q ROOFING [� SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES No i. BUILDER Lyw COMPANY rdu{{ey 5ocb}tea5t Inc. - �'" SIGNATURE - v ) REGISTERED Y!N FEE CURREN y/N Address fP3(o(y ka Oak landmyi Commn9,GA 30040 1 CHCIZ60695 License tt ELECTRICIAN //�{�,fr COMPANY Arlo --� SIGNATURE {' REGISTEREa Y/ FEE CURRFN Y/N Address i3159 5pnnj Lake W.NEj Conyers.GA 30013 -1 License*FGI3007GOI f� PLUMBER `�/ (� ( COMPANY 9 SIGNATURE REGISTERED YIN FEECURREN IN ?tddIN55, 107.//b Cofrmlru5(kj Taml7,R.33�019 — I Ucense d jCPCl42%243 MECHANICAL l COMPANY AIRGO --F7, nl�al SIGNATURE l RecrsrEREo Y f N PeE wRREN Address 4100 Honeywell IU,j Lmrgn,FL 33771 License#FCAC0r2436 1 rL4 �Yr/• - SIGNATURE COMPANY Carrol pl�lum�in-II-i j REGISTERED YIN I FEE CURREN I Y I N Address -�� Licersse#�_ C142880 •] iagla!ltallltlllt!llilt{l!!!!!t!!l111llalllQt/lie{Qf!!t!!allftilIItIIt RESIDENTIAL Attach(2)Not Plans;(2)sets of Btn1ding Plans;(1)set of Energy Fomts;R-O-W Permit for new construction, Minimum ten(10)working days after submittal dale.Required onsite,Construction Plans,Stormwater Plans w1 Sill Fence installed, Sanitary Facilities&1 dumpster,Site Work Perrnit forsubdivisionsllarge projects COMMERCIAL Attach(2)complete sets of Build rig Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permltfor new construction. Minimum ten(10)working days after submittal date.Required onsite,ConshUCliOn Piers,Stormwater Plans W/Silt Fence Installed, Sanitary FeCilitles&1 dumpster.She Work Permit for all new projects.Al commercial requirements must meet compliance SIGN PERMIT Attach(2)gets of Engineered Plats. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required_(A/C upgrades over$7500) Agent(for the contractar)or Power of Attorney(for the owner)would be someone with notarized letter from amler authorizing same OVER THE COUNTER PERMITTING (eopyafcontractreguired) Reroofs It SWngles Sewers Service Upgrades A/C Fances(Plot/Sur my/Footage) ' Driveways-NM over Counter if an public roadways..needs ROW Bldg Dept From: Joan Salmond <jsalmond@babsdb.com> Sent: Friday,July 23, 2021 7:52 AM To: Bldg Dept Subject: RE: 5933 Gall Blvd EXTERNAL EMAIL Yes, please. Bay Area Building and all Subcontractors listed below are no longer performing work on the project. If there is another General Contractor who is taking over, please let me know. However, it is important that all of our data is removed from the project. Thank you so much! Joan Salmond -all � BAY AREA BUILDING SOLUTIONS DESIGN BUILD ri GENERAL CONTRACTOR 7713 Benjamin Road n Tampa, FL 33634 (813) 664-8890 Office E3 (727) 369-8686 Direct jsalmond@babsdb.com o http://www.babsdb.com From: Bldg Dept<BDept@ci.zephyrhills.fl.us> Sent: Friday,July 23,20217:33 AM To:Joan Salmond<jsalmond@babsdb.com> Subject: RE: 5933 Gall Blvd Are you requesting to remove Frasherman piping& plumb American mechanical solution Sjm electric corp 7 Building Dept 813-780-0020 813-780-0021 Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately From:Joan Salmond<isalmond@babsdb.com> Sent:Tuesday,July 20,202112:17 PM i To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE: 5933.Gall Blvd EXTERNAL EMAIL Can you confirm all of the information from the Subs and our license number (CGC 1526862) is no longer affiliated with this project? Joan Salmond BAY AREA BUILDING SOLUTIONS DESIGN BUILD r- GENERAL CONTRACTOR 7713 Benjamin Road r3 Tampa, FL 33634 (813) 664-8890 Office a (727) 369-8686 Direct isalmond@babsdb.com o hffp://www.babsdb.com From: Bldg Dept<BDept@ci.zephvrhills.fl.us> Sent:Tuesday,July 20, 202112:10 PM To:Joan Salmond<isalmond@babsdb.com> Subject: RE:5933 Gall Blvd No problem I understand! Y - Jackie Boges -- 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:Joan Salmond<isalmond@babsdb.com> Sent:Tuesday,July 20, 2021 12:04 PM i To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE: 5933 Gall Blvd 2 City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Retail No. of Square Feet _. `f 2400' Impact Fees Within City Limits Outside City Limits Water Facilities Capacity Fee $ 436.32 $ 545.40 Wastewater Facilities Capacity Fee $ 902.88 $ 1,128.60 TOTAL $ 1,339.20 $ 1,674.00 City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Restaurant (A) Conventional No. of Seats j Impact Fees For Type A Within City Limits Outside City Limits Water Facilities Capacity Fee $ - $ - Wastewater Facilities Capacity Fee $ - $ - TOTAL $ - $ - (B)Fast Food/Drive Through No. of Seats Impact Fees For Type B Within City Limits Outside City Limits Water Facilities Capacity Fee $ - $ - Wastewater Facilities Capacity Fee $ - $ - TOTAL $ - $ - (C)Deli/Sandwich Shop with no dishwasher and disposable dinnerware only No. of Seats 77 _ Impact Fee - or Type C Within City Limits O tside City Limits Water Facilities Capacity Fee $ 2,333.10 $ 2,916.38 Wastewater Facilities Capacity Fee $ 4:827.90 $ 6,034.88 TOTAL $ 7,161.00 $ 8,951.25 (D)Bakery \ / No. of Square Feet Impact Fees For Type D Within City Limits Outside City Limits Water Facilities Capacity Fee $ - $ - Wastewater Facilities Capacity Fee $ - $ - TOTAL $ - $ • o FLOBI_ OHy v. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: /'� Site: 66U— Permit Type: Approved w/no comments:❑ Approved w/the below comments: 1� Denied w/the below comments: ❑ r This comment sheet shall be kept with the permit and/or plans. Z JI Bit B ge s—Bu ing Official Date Contractor and/or Homeowner (Required when comments are present) I Bldg Dept From: Marc Worley <MWorley@duffeyse.com> Sent: Thursday,July 8, 2021 2:22 PM To: Bld Dept--- ,-,l4 Subject: ,-L ipo tleeZ phyrhills EXTERNAL EMAIL Jackie, V" The address is 7646 Gall Boulevard. ) 1. There will be a water meter and the size is 1%" , G There ' e 50 seats inside t ant and 22 seats at the exterior patio. v Please let me know if you need anything else. Thanks, Marc Worley I SR. Project Manager Duffey Southeast Construction Office: 470.695.7171 Cell: 678.988.1 118 mworlev@duffeyse.com From: Bldg Dept<BDept@ci.zephyrhills.fl.us> Sent:Wednesday,July 7,2021 5:56 PM To: Marc Worley<MWorley@duffeyse.com> Subject: RE:Chipotle Zephyrhills Marc I spoke with your electrican D&5 and they have turned in items for registration just need the permit application signed and returned, I did email them the application. I need to verify the address we did shell under address 7642 but the address on application is 7646? Will there be a water meter is need to know what size? How many seats will there be ? i Jackie Boges 813-780-0020 ext 3513 1 2020-2021 LOCAL BUSINESS TAX RECEIPT JIM OVERTONE DUVAL COUNTY TAX COLLECTOR 231.E.Forsyth Street,Suite 130,Jacksonville,FL 32202-3370 Phone:(904)6104616;option 3 Fax:(904)630-1432 w wwduvaltami,Ifectnet taxcollector@ccj.net Note—Kpenalty is imposed for failure to keep this.receipt exhibited conspicuously:at your place of business. This business tax receipt-is furnished pursuant to Municipal Ordinance Code,Chapters 770-772,for the period October 1, 2020 through September 30,2021. D.UFFEY 366THEA§t-*C Bbl3Ekt DAiVIEL BAkL-R PO EOx t0t3 CED,4R f61MV,GA 30125 • i ACCOUNT NUMBER: 42637. BUSINESS NAME: DUFFEY-SOUTHEAST INC PHYSICALADDRESS: 269.VVARE ST CEDARTOWN,GA 30125 / CLASSIFICATION CODE: 307001 CONTRACTOR-ALL TYPES COUNTY-TAX: 11.25 .STATE_LICENSE NO: CGC05894.4. MUNICIPAL TAX: 31.25 TOTAL TAX:- 42.50 VALID UNTIL September 30 2021 ***ATTENTION THIS RECEIPT IS.FOR BUSINESS.TAX RECEIPT ONLY. CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING. This is a business tax receipt only. if does not perrhit the receipt holder to violate any existing regulatory or zoning laws of the County or City. Itdoes not exempt1he receipt holder from any other license or permit required by law. This is not a certification of the receipt holder's qualifications: !;� .. I�OVE N,TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. PAID-41610-68 . 0001-IL10:01 YOZ 09/04/2020 42 . 50 i L t 0=D - 0070 704, LGcc;l%'flnH MAP FUN TADEX FOR CHIPOTLE RETAIL STRIP 11 . ZEPHYR COMMONS PARCEL 7 _ MAP REFEREMES CITY OF ZEPHYRHILLS,FL SECTION 35,TOWNSHIP 25 SOUTH,RANGE 21 EAST . �mmmm,m[,...mnv,mmD,,e.,m n..m�,`".NRN[DL NwD>roRo[4DIi[9Rw,m7Dt ®dmmm'Am m`.mA PreparedPor. non mN,.�A aDm.ti"m NORTH AMERICAN DEVELOPMENT GROUP, LLC 400 CIDWIS MREET,SUM MI VO'11p1"rv'^`''•' "`W^'0^"^W"` WET PAUI BEACH,FLORIDA 33401 _ WDDIIGi ZONE:(561)578-8700 Prepared6y.• MOMS SpMAL11 EM 4 4 ,.LM-ro�.c•_G.SeSz TwT.•_Cwzw [m�limc�em�svnrxrmzezx.Tnanzmk G11 a cu[acuaa� e.[�A�IS�r �'9•""S5a1'ey.w.,. ® o.mo.arcpvo GROUP® F waepemnm •.Y...a[zsral7un_Tt,➢+z�`I [m mr.ur.m[romA [IYIAND PLANNING PAIN CURUW HAMOR,OADSDA 201 Krzra.[mn P� ylgsG[[�AgoDrzci UViDURTATING PAIN HANiOi,FLORIDA TPAFFIC/7PANSPO0.TATION 34603 ig7mgYasDc19,OSD.ig 5 v °wOz om°un SURYEttNG F�ffi v m[•m aOunIND ARua gwDgry.16� GIS PHONE(727)789-9500 DyD(mAy) g AVIDGROUP.COM ��s,c� r ]$70I SPY M1NDc 3g4i68g 1 UnLpTfc�ORLPANHE , `a �.m.�D,�A [ P�T�m[m,m..[,m• .,.�m�,m,.�n. ,. i n :.[Pm9[[DPw�NANPmGRn _ ' C y,� �� Nui mrvoYD nFxMGW RO01AMmeYmrtKla4[Ym Gw[o.6 y 1DU77D[60IBIIRDINGAN ASSO CDDHPRDVlNEN76ARi ` P per mimeo .ws�e.�w�ln[,im APPRDIDIAR AND 6D61FRMFIXLLENGdFFNINDAND MCIQIECNILLL p DfgGMANO RCGUTATOAY AGENR FERNIRDI4 2 D�DpGSAND ARORRCNRLTOYDtSQFD 3N ACLORDANti Wf7N 1 nn[ ,mmnsx rrt wxk [.am¢ _ _ _ DE9GM GUIDFID[[S iOR>fPNYN CDMNONP. �. 5[D47[WATER MANAG[M[N115 PROYID[D O[FSIIi IN A NAST6t DRAI741G! rtu)s,+v� _ piiFNRDNAREA. WIP07M RETA0.87RIP®2EPNYR i COMONS PARCEL] AVID C.]O8 4 298D021 DATE 11/1212D19 r 4 Aft /V h'- r ;•A a--mot, !r"�'. Sl� � ---Fllntt.,��' y=`..�j' �,`_ ;'�lr` I;i; re .�.4F. `''-',�. F ,; � �C3',�� `ic'2tiC�hj{ f � A��''- �i II.�I';, ��g�tt `•� - : ..:., -' - ''� •,a. � �Via, -__ d 'i-—"�'+r_' BANK BANK :,{q(L, Ci. '„• a (; I a FUTURE ZEPHYR DEVELOPMENT { =i' g�sge 3y 3 ;"PARCEL"777 k"�"+ .��lr., ',_ ^x �• t' W '�✓r F.k {'1,7-EIEVEN� ,. ^�5. .n y �• i}t,:' --___ .. ._._ cgs! �G+ FUTURE ZEPHYR 0Tt z STORAGE uu — W NG N :Y.�....�.C.•aar...i41...a.:LY_...._�.�...,.__,. ar.. . ._.�x � . _w.<_:._,_.,.-`eia,.:..`.c,..,_j _I..-.,'.'�':�_ar� i; L�_. i PASCO COUNTY, FLORIDA Permit Na. " � t7 to Permitted i �Buiider Name/Owner NameCantrol#' County Parcel No. �`SZf d_j36 aL000 Dd 7v SubDiv: ��'�t`�'� Address/Locatlan 76 4-11 Z v Classification/Type of Usq C 1� '� k' /Iezt)'e T TRANSPORTATION IMPACT FEE . Rate: Sq.Ft Unit: Z Exempt []Yes ❑ No How Determined impact Fee Amount $. 32112-1160 Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single-Family petached House Amount $ (057) Mobile Home ` (058) Other Residential 123) Collection Fee Exempt Yes ❑Na Haw Determined ! PARKS AND RECREATION FEE- Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ Exempt ❑Yes ❑ No How Determined i LIBRARY FEE j E Land Accounf Land Credit Land Total Facility Account Facility Credit Facility Total Exempt ❑Yes ❑ No How Determined Total Amounf~� ; RESOURCE FEE ERU TOTAL AMOUNT Prepared By Checked By 1 NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN.PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE.OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrence,but simply receipt of•a copy of We form,placing the building permit owner.on notice of this assessment and the conditions of payment for same. DATE RECEIVED BY RECEIPT NO. DATE BY COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: Zephyrhills Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: XXX Gall Blvd. Chipotle Mexican Grill, INC. Joe Jones Zephyrhills, FL 33541 PO Box 182566 National Engineering Columbus, OH 43218 4635 Trueman Blvd. 614-318-2400 Suite 250 Hilliard, OH 43026 Additional Efficiency Package(s) 614-328-2024 jjones@nationalengineering.com 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/M (B X C) 1-Dining:Cafeteria/Fast Food 2405 0.81 1948 Total Allowed Watts= 1948 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 Al:Al:LED 2x2 Lay-In:LED Panel 33W: 1 10 30 300 B1:131:LED Can:Other: 1 32 17 544 132:B2:LED Can:Other: 1 9 17 153 B3:B3:Can Light:Other: 1 6 12 72 C0:CO:1'LED Strip:LED Undercabinet Unit 4W: 1 4 5 20 C1:CI:Z LED Strip:LED Undercabinet Unit 4W: 1 1 9 9 C2:C2:3'LED Strip:LED Undercabinet Unit 4W: 1 5 12 60 C3:C3:4'LED Strip:LED Undercabinet Unit 4W: 1 17 15 255 C4:C4:FLED Strip:LED Undercabinet Unit 4W: 1 14 18 252 J4:J4:Decorative Pendant:Spiral 13W:Electronic: 1 2 9 18 P5:P5:Pendant:LED PAR 7W: 1 5 5 25 TCL-2:Track: Wattage based on current limiting device capacity 0 0 240 240 Total Proposed Watts= 1948 Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 1 of 17 Interior Lighting-PASSES- Design 0.1%better than code Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been .designed to meet the 2017 Florida Building Code, Energy Conserva requirements in COMcheck Version 4,1.5.1 and to comply with any applicable mandatory requirements listed in the Ins cklist.A, 1. Richard T.Jones, PE III Name-Title Signatur Lo.n Date !J0, No.PE5 3 STATE:OF IAORM NAL Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL—Comcheck.cck Page 2 of 17 COMcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: Zephyrhills Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: XXX Gall Blvd. Chipotle Mexican Grill, INC. Joe Jones Zephyrhills, FL 33541 PO Box 182566 National Engineering Columbus, OH 43218 4635 Trueman Blvd. 614-318-2400 Suite 250 Hilliard, OH 43026 Additional Efficiency Package(s) 614-328-2024 jjones@nationalengineering.com Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 1 RTU-1 (Single Zone): Heating:1 each-Duct Furnace,Gas,Capacity=180 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency: 80.00%Ec Cooling:1 each-Single Package DX Unit,Capacity=118 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.00 EER, Required Efficiency: 11.00 EER +12.6 IEER Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method) :Passes Fans: RTU1 Supply,Constant Volume,3600 CFM,2.0 motor nameplate hp,0.0 fan efficiency grade 1 RTU-2(Single Zone): Heating:1 each-Duct Furnace,Gas,Capacity=180 kBtu/h Proposed Efficiency=80.00%Ec, Required Efficiency: 80.00%Ec Cooling:1 each-Single Package DX Unit,Capacity=122 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.00 EER, Required Efficiency: 11.00 EER +12.6 IEER Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method) :Passes Fans: RTU1 Supply,Constant Volume,3600 CFM,2.0 motor nameplate hp,0.0 fan efficiency grade 1 DWH-1: Gas Instantaneous Water Heater,Capacity:0 gallons,Input Rating:199 kBtu/h w/Circulation Pump Proposed Efficiency:0.62 EF, Required Efficiency:0.62 EF Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit appli Nllfprpposed mechanical systems have been designed to meet the 2017 Florida Building Code, Energy Conservati eFF n OMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the 1 _✓0 Richard T.Jones, PE Name-Title Signatur6:. 8843 Date Project Title: Zephyrhills ®�•� �I� Report date: 01/14/21 0. Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calciySt>�t�(S �Lck Page 3 of 17 �j�`/'/0®NIAL\\\\\� COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 98.0% 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. _Section # Plan Review Complies? Comments/Assumptions & Req.ID. F. C103.2 Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR2]1 calculations provide all information T❑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 :Requirement will be met. [PR3]1 calculations provide all information :❑Does Not with which compliance can be ; determined for the service water ❑Not Observable heating systems and equipment and ;❑Not Applicable document where exceptions to the ;standard are claimed. Hot water system sized per manufacturer's ;sizing guide. C405.6 ;Plans, specifications, and/or ❑Complies ;Requirement will be met. [PR17]1 calculations provide all information E❑Does Not ;with which compliance can be ;determined for the electrical systems I❑Not Observable and equipment and document where ;❑Not Applicable ; ;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 tota 1. C103.2 ;Plans,specifications, and/or ;❑Complies ;Requirement will be met. [PR4]1 calculations provide all information PDoes Not with which compliance can be determined for the interior lighting :❑Not Observable ,and electrical systems and equipment ❑Not Applicable and document where exceptions to ;the standard are claimed. Information ; provided should include interior I ;lighting power calculations, wattage of ;bulbs and ballasts, transformers and control devices. C406 ;Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR9]1 calculations provide all information ;❑Does Not ;with which compliance can be ;❑Not Observable; ;determined for the additional energy efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 4 of 17 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\ZephyrhiI Is,FL_Com check.cck Page 5 of 17 Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Reci.11) C403.2.4. ;Snow/ice melting system sensors for !,MComplies :Requirement will be met. 5, ;future connection to controls. Freeze :E]Does Not C403.2.4. protection systems have automatic 6 controls installed. :MNot Observable: [F0913 ;E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 medium impact(Tier 2) 3 Low Impact(Tier 3) .. Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL—Comcheck.cck Page 6 of 17 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ;❑Complies ;Requirement will be met. C404.5.1, ;to pipe length and volume E❑Does Not C404.5.2 ;requirements. Refer to section details. [PL6]3 ;❑Not Observable: ` ;❑Not Applicable C404.5, ;Heated water supply piping conforms ;❑Complies :Requirement will be met. C404.5.1, Ito pipe length and volume :❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ; ;❑Not Observable ❑Not Applicable C404.5, ,Heated water supply piping conforms ;❑Complies :Requirement will be met. C404.5:1, ;to pipe length and volume ;❑Does Not C404.5.2 requirements. Refer to section details. ; [PL6]3 ; UNot Observable ❑Not Applicable C404.6.1, ;Automatic time switches installed to ;❑Complies ;Requirement will be met. C404.6.2 automatically switch off the ;❑Does Not [PL3]1 ;recirculating hot-water system.or heat ;trace. :❑Not Observable ;❑Not Applicable C404.6.3 ;Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 i heater and storage tank have controls :❑Does Not ;that limit operation from startup to ; <= 5 minutes after end of heating ❑Not Observable i cycle. :❑Not Applicable C404.6.3 ;Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 heater and storage tank have controls :❑Does Not ;that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. :❑Not Applicable ; C404.6.3 j Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 heater and storage tank have controls ;❑Does Not !that limit operation from startup to <<= 5 minutes after end of heating E❑Not Observable cycle. ;❑Not Applicable C404.7 ;Water distribution system that pumps ;❑Complies ;Requirement will be met. [PL8]3 ;water from a heated-water supply E❑Does Not pipe back to the heated-water source ; ;through a cold-water supply pipe is a ;❑Not Observable demand recirculation water system. ;❑Not Applicable ; Pumps within this system have i 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 j 104°F. C404.7 ;Water distribution system that pumps ;❑Complies ;Requirement will be met. [PL8]3 !water from a heated-water supply :❑Does Not pipe back to the heated-water source ;through a cold-water supply pipe is a ;❑Not Observable demand recirculation water system. ;❑Not Applicable ; 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 I limits the temperature of the water (entering the cold-water piping to 1104°F. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 7 of 17 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.11) C404.7 I Water distribution system that pumps :FlComplies !Requirement will be met, I [PL8]3 water from a heated-water supply :E]Does Not pipe back to the heated-water source I I Not Observable:, through a cold-water supply pipe is a ; Not !demand recirculation water system. ;E]Not Applicable 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 1 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) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL—Comcheck.cck Page 8 of 17 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies :Requirement will be met. [ME41]3 sensible heating panels have ;❑Does Not insulation >= R-3.5. '❑Not Observable ❑Not Applicable C403.2.9. HVAC ducts and plenums insulated ',❑Complies Requirement will be met. 1.1 and sealed according to Florida 1❑Does Not [ME60]2 ;Section C403.2.9,Table C403.2.9.1. ,❑Not Observable ❑Not Applicable C403.2.9. All ducts, air handlers, filter boxes, ;❑Complies ;Requirement will be met. 2 I building cavities, mechanical closets E❑Does Not [ME79]2 I and enclosed support platforms that ;form the primary air containment ❑Not Observable passageways for air distribution ;❑Not Applicable }systems are constructed and erected in accordance with Table C403.2.9.2 ; l 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 I connections are securely fastened in accordance with the applicable ;standards of this section. C403.2.9. ;Duct insulation is protected from ;❑Complies ;Requirement will be met. 1.2 ;damage but not limited to the E❑Does Not [ME80]2 ;following: 1. Insulation exposed to ❑Not Observable; weather is suitable for outdoor i service. Cellular foam insulation is ;❑Not Applicable ; j 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 a is vapor retardant located outside the I insulation, all penetrations and joints of which shall be sealed. C403.2.9. ;Additional insulation with vapor ;❑Complies ;Requirement will be met. 1.3 1 barrier is provided where the :❑Does Not [ME81]2 ;minimum duct insulation requirements: 'of Section C403.2.9.1.1 are ❑Not Observable determined to be insufficient to ;❑Not Applicable prevent condensation. C403.2.13 I Unenclosed spaces that are heated ;❑Complies ;Requirement will be met. [ME71]2 use only radiant heat. UDoes Not j ;❑Not Observable; ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. I❑Complies ;See the Mechanical Systems list for values. [ME55]2 ; ;❑Does Not ;❑Not Observable ❑Not Applicable C403.2.9. 'Ducts, air handlers, filter boxes, ;❑Complies ;Requirement will be met. 3 ;building cavities, mechanical closets :❑Does Not [ME10]2 and enclosed support platforms that ;form the primary air containment ❑Not Observable passageways for air distribution :❑Not Applicable ;systems are sealed in accordance with; {the applicable criteria of this section ; land Table C403.2.9.2. 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhi Hs,FL_Com check.cck Page 9 of 17 Section # Mechanical Rough-in Inspection Complies? Comments/Assumptions & Req.ID F C403.2.9. ;Cavities in framed spaces are not ;❑Complies :Requirement will be met. 4 {used to deliver air from or return air to;❑Does Not [ME78]2 ;the conditioning system unless they ❑Not Observable ;contain an air duct insert which is , insulated in accordance with Section ;❑Not Applicable ; 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. ; C403.2.9. 'Air distribution systems are sized and ;❑Complies ;Requirement will be met. 5 designed in accordance with ❑Does Not [ME76]2 ;recognized engineering standards. Refer to section details. ❑Not Observable; ;❑Not Applicable ; C403.2.9. jAir-handling units not installed in ;❑Complies ;Exception: Requirement does not apply. 6 lattics of commercial buildings. ;❑Does Not [ME77]z 1 I ,❑Not Observable ( ;❑Not Applicable C403.2.4. Fault detection and diagnostics ;❑Complies ;Requirement will be met. 7 !installed with air-cooled unitary DX !❑Does Not [ME113]2 i units having economizers. ; :[:]Not Observable ❑Not Applicable C403.2.4. Fault detection and diagnostics ;❑Complies ;Requirement will be met. 7 installed with air-cooled unitary DX U❑Does Not [ME113]2 'units having economizers. ❑Not Observable: ❑Not Applicable C408.2.2. ;Air system balancing accomplished in ;❑Complies ;Requirement will be met. 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 procedures. C403.2.6. ;Demand control ventilation provided ;❑Complies ;Exception: Systems with design outdoor air of less than 1200 1 :for spaces >500 ft2 and >25 ;❑Does Not cfm. [ME59]1 ;people/1000 ft2 occupant density and ; ;served by systems with air side I❑Not Observable economizer, auto modulating outside ;❑Not Applicable ;air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. 2 has automatic contaminant detection ;❑Does Not [ME115]3 and capacity to stage or modulate ; l ;fans to 50%or less of design capacity. ;❑Not Observable ;❑Not Applicable ; C403.2.7 Exhaust air energy recovery on ;❑Complies ;Requirement will be met. [ME57]1 systems meeting Table C403.2.7(1) :❑Does Not land C403.2.7(2). ENot Observable' ❑Not Applicable C403.2.8 ;Kitchen exhaust systems comply with ;❑Complies ;.Requirement will be met. [ME116]3 replacement air and conditioned !❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ❑Not Observable exhaust rate criteria. ;❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL Comcheck.cck Page 10 of 17 Section # Mechanical Rough-In Inspection: Complies? Coin ments/Assumptions- & Req.ID C403.3 Air economizers provided where ;❑Complies ;Requirement will be met. [ME62]1 �required, meet the requirements for ;❑Does Not design capacity,control signal, i❑Not Observable ventilation controls, high-limit shut-off, integrated economizer control, and ;❑Not Applicable provide a means to relieve excess ;outside air during operation. C403.3 ;Air economizers provided where ;❑Complies !Requirement will be met. [ME62]1 required, meet the requirements for :❑Does Not design capacity, control signal, ventilation controls, high-limit shut-of Observable integrated economizer control, and ;❑Not Applicable provide a means to relieve excess ;outside air during operation. C403.4.4. !Multiple zone VAV systems with DDC ;❑Complies ;Exception: Requirement does not apply.6-!of individual zone boxes have static :❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable:See the Mechanical Systems list for values. ❑Not Applicable C403.4.4. ;Multiple zone VAV systems with DDC ;❑Complies ;Exception: Requirement does not apply. 6 ;of individual zone boxes have static :❑Does Not [ME110]3 i pressure setpoint reset controls. See the Mechanical Systems list for values. ❑Not Observable i ;❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ;❑Complies ;Requirement will be met. 1, 1 have means for air balancing. ElDoes Not [ME53]3 '❑Not Observable ❑Not Applicable C403.5, Refrigerated display cases, walk-in ;❑Complies ;Requirement will be met. C403.5.1, .coolers or walk-in freezers served by :❑Does Not C403.5.2 remote compressors and remote [ME12,3]3 ;condensers not located in a ❑Not Observable condensing unit, have fan-powered ;❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor; .systems that comply with C403.5.2.. C403.5.3 ;Condensing coils installed in cool air ;❑Complies ;Requirement will be met. [ME124]3 I stream of another air-conditioning 1❑Does Not unit.The condensing coil of one air- conditioning unit shall not be installed ;❑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 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL Comcheck.cck Page 11 of 17 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 ;Lighting controls installed to uniformly;❑Complies ;Requirement will be met. [EL15]1 :reduce the lighting load by at least ElDoes Not 0 50/o. ;❑Not Observable ❑Not Applicable C405.2.1 ;Occupancy sensors installed in ;❑Complies ;.Requirement will be met.- [EL18]1 :required spaces. ;❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, ;Independent lighting controls installed ;❑Complies ;Requirement will be met. C405.2.2. j per approved lighting plans and all :❑Does Not 3 1 manual controls readily accessible and [EL23]2 ;visible to occupants. !❑Not Observable ❑Not Applicable C405.2.2. ;Automatic controls to shut off all ;❑Complies :Requirement will be met. 1 building lighting installed in all QDoes Not [EL22]2 i buildings. ❑Not Observable ;❑Not Applicable C405.2.3 i Daylight zones provided with ;❑Complies :Exception: Requirement does not apply. [EL16]2 )?individual controls that control the :❑Does Not lights independent of general area lighting. ,❑Not Observable i ;❑Not Applicable C405.2.3, ;,Primary sidelighted areas are ❑Complies ;Exception: Requirement does not apply. C405.2.3. equipped with required lighting ;❑Does Not 1, icontrols. C405.2.3. I❑Not Observable 2 ;❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply. C405.2.3. :under skylights and rooftop monitors ❑Does Not 1, ;are equipped with required lighting i❑Not Observable; C405.2.3. controls. 3 ;❑Not Applicable [EL21]1 C405.2.4 ;,Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 specific uses installed per approved :❑Does Not lighting plans. UNot Observable ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8]1 :allowed for special functions per the :❑Does Not approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met. [EL6]1 face. :❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 12 of 17 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, j Furnished 0&M instructions for ;❑Complies ;Requirement will be met. C408.2.5. !systems and equipment to the E❑Does Not 2 ;building owner or designated [F[17]3 ;representative. ;❑Not Observable ❑Not Applicable ! C303.3, ;Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. C408.2.5. ;systems within 90 days of system ❑Does Not 3 ;acceptance. [F18]3 ! ;❑Not Observable ❑Not Applicable C403.2.4. ;Minimum one humidity control device ;❑Complies :Requirement will be met. 2.4 per installed UDoes Not [FI56]3 !humidification/dehumidification system. Controls prevent ;❑Not Observable isimultaneous operation of ;❑Not Applicable humidification and dehumidification ;equipment. ; C403.2.4. ;Minimum one humidity control device ;❑Complies !Requirement will be met. 2.4 per installed !❑Does Not [F]56]3 ;humidification/dehumidification ❑Not Observable system. Controls prevent 'simultaneous operation of ;❑Not Applicable humidification and dehumidification ;equipment. C403.2.1 HVAC systems and equipment design ;❑Complies ;Requirement will be met. [F]50]3 ;loads calculated in accordance with E❑Does Not !ANSI/ASHRAE/ACCA Standard 183 or 1 ;ACCA Manual N or by an approved ❑Not Observable equivalent computational procedure. !❑Not Applicable ;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 ;HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 1 capacity does not exceed calculated �,❑Does Not loads. ❑Not Observable ❑Not Applicable C403.2.4. !Heating and cooling to each zone is ;❑Complies ;Requirement will be met. 1 )controlled by a thermostat control. !❑Does Not [FI47]3 ;Minimum one humidity control device per installed ;❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.2.4. i Heating and cooling to each zone is ;❑Complies ;Requirement will be met. 1 controlled by a thermostat control. T❑Does Not [FI47]3 ;Minimum one humidity control device 1 per installed ;❑Not Observable {humidification/dehumidification ❑Not Applicable i system. C403.2.4. ;Thermostatic controls have a 5 °F ;❑Complies ;Requirement will be met. 1.2 Mdeadband. ;❑Does Not [F[38]3 ❑Not Observable } ;❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL Comcheck.cck Page 13 of 17 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. {Temperature controls have setpoint ;❑Complies :Requirement will be met. 1.3 1overlap restrictions. ;❑Does Not [FI20]3 '❑Not Observable: ❑Not Applicable C403.2.4. ;Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 (controls using automatic time clock or :❑Does Not [F[39]3 !programmable control system. ❑Not Observable ❑Not Applicable C404.12.2 Public lavatory facilities equipped with ❑Complies ;Requirement will be met. [FI53]3 i 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 , !that limit delivery to a per cycle ;❑Not Applicable ;maximum of 0.25 gallons of hot water ;for recirculating systems and to a maximum of 0.50 gallons for non- recirculating systems. C404.12.2 j Public lavatory water temperature ;❑Complies ;Requirement will be met. [FI57]3 i<=110°F. ;❑Does Not ;❑Not Observable j ;❑Not Applicable C404.12.1;Showers used for non-safety reasons ;❑Complies ;Exception: Requirement does not apply. [FI52]3 equipped with flow control devices to :❑Does Not {limit the water discharge to a maximum of 2.5 gpm per shower �❑Not Observable head. Flow restricting inserts used as ;❑Not Applicable a component part of a showerhead ;are mechanically retained at the point of manufacture C408.2.2 ;Construction documents require that a;❑Complies ;,Exception: Buildings with cooling or heating system [FI54]3 1written balance report be provided to :❑Does Not capacities of 15 tons or less per system may be tested and Ithe building owner or rep for HVAC ;balanced by a mechanical contractor licensed to design and systems serving zones with total :❑Not Observable:install such system(s). condition area > 5,000 sgft. Air ;❑Not Applicable !distribution systems shall be tested, adjusted, and balanced by a licensed ; !engineer or certified company. C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies ;Requirement will be met. 2.1, I(heat) and 85°F (cool); 7-day clock, 2- :❑Does Not C403.2.4. hour occupant override, 10-hour 2.2 ;backup ❑Not Observable [F140]3 ;❑Not Applicable C403.2.4. ;Systems include optimum start ;❑Complies ;Requirement will be met. 2.3 I controls. :❑Does Not [FI41]3 ;❑Not Observable ❑Not Applicable C403.2.4. ',Systems include optimum start ;❑Complies Requirement will be met. 2.3 icontrols. UDoes Not [FI41]3 ! I i ;❑Not Observable ❑Not Applicable C404.3 ;Heat traps installed on supply and ;❑Complies :Requirement will be met. [FI11]3 discharge piping of non-circulating I❑Does Not systems. I❑Not Observable: ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 14 of 17 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C404.4 JAII piping insulated in accordance with ;❑Complies ;Requirement will be met. [FI25]2 isection details and Table C403.2.10. �,❑Does Not i t]Not Observable ❑Not Applicable C404.6.1 E Controls are installed that limit the ;❑Complies ;Requirement will be met. [FI12]3 operation of a recirculation pump Z❑Does Not ;installed to maintain temperature of a "storage tank. System return pipe is a ;❑Not Observable dedicated return pipe or a cold water ;❑Not Applicable 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 E❑Does Not ;is shown on the approved lighting I❑Not Observable ;plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed PP watts. C408.2.1 ;Commissioning plan developed by ;❑Complies ;Requirement will be met. (F128]1 i registered design professional or ❑Does Not approved agency. ; ❑Not Observable; ❑Not Applicable C408.2.3. HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 ensure proper operation. ;❑Does Not [FI31]1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ;❑Complies :Requirement will be met. 2 "tested to ensure proper operation, j❑Does Not [FI10]1 ;calibration and adjustment of controls. 1❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ;❑Complies 3 .ensure proper operation. �DDoes Not [FI32]1 ❑Not Observable j❑Not Applicable C408.2.4 :Preliminary commissioning report ;❑Complies ;Requirement will be met. [FI29]1 :completed and certified by registered ;❑Does Not ;design professional or approved agency. ,❑Not Observable ❑Not Applicable C408.2.5. ;Furnished HVAC as-built drawings I❑Complies ;,Requirement will be met. 1 !submitted within 90 days of system ;❑Does Not [FI7]3 ;acceptance. ;❑Not Observable I ;❑Not Applicable C408.2.5. Furnished as-built drawings for ;❑Complies ;Requirement will be met. 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 :Requirement will be met. 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 ;,Requirement will be met. 4 I building owner within 90 days of :❑Does Not [F130]1 ;receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL_Comcheck.cck Page 15 of 17 Section # Final Inspection Complies? Comments/Assumptions & Req.113 C408.3 ;,Lighting systems have been tested to ;,FlComplies !Requirement will be met. [F13311 :ensure proper calibration, adjustment, ElDoes Not programming,'and operation. I I ;,E]Not Observable �E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrhills,FL—Comcheck.cck Page 16 of 17 Project Title: Zephyrhills Report date: 01/14/21 Data filename: U:\2020\2001004 Chipotle-Zephyrhills, FL\calcs\Zephyrh ills,FL_Comcheck.cck Page 17 of 17 r M IM I®MDE MIAM-DARE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy CaptiveAire Systems;Inc. 4641 Paragon Park Road Raleigh,NC 27616 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series DU,NCA,DR,DD,DDAR and DMUA Aluminum Rooftop Fans APPROVAL DOCUMENT: Drawing No. EXHAUST, titled "Upblast/ Downblast/ Curb", sheets 1 through 13 of 13, dated 08/25/2008,with revision 8 dated 03/26/2019,prepared by CaptiveAire Systems,Inc, signed and sealed by Wayne K. Hehnila, P.E. on 06/06/2019, bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, one of the following manufacturing locations: Youngsville, NC; Muskogee, OK; Redding, CA; West Union, IA; Bedford,PA; Groveland,FL;Indianapolis,IN,model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. LDMATION: 1)These fans cannot be installed within the ridge area FBC 1523.6.5.2.13. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#19-0130.11 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.19-0717.08 rtwr�wwoecourrrir Expiration Date;March 4 2624 __[APPROVED I 7 19 Approval Date:August 15,2019 EF-1 SEE SHEET 1 OF 12 08j 0 /2� Pagel EF-2 SEE SHEET 6 OF 12 OF THE ENGINEERING DRAWINGS CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #14-0722.16" 1. Drawing No. EXHAUST, titled "Upblast/ Downblast/ Curb", sheets 1 through 12 of 12, dated 08/25/2008, with revision 5 dated 05/06/2015, prepared by CaptiveAire Systems, Inc, signed and sealed by L. David Rice, P.E. B. TESTS "Submitted under NOA #14-0722.16" 1. Test reports on Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of Centrifugal Upblast Roof Mounted Exhaust Fans (Model NCA36FA), prepared by Intertek/Architectural Testing, Inc., Test Report No. E6374.01-109-18, dated 04/16/2015, signed and sealed by Michael D. Stremmel,P.E. 2. Test reports on Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of Centrifugal Downblast Roof Mounted Exhaust Fans (Model DD36FA), prepared by Intertek/Architectural Testing, Inc., Test Report No. E6373.01-109-18, dated 04/16/2015, signed and sealed by Michael D. Stremmel,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Motorized Exhaust Vent (Model DU10), prepared by Architectural Testing, Inc., Test Report No. E1562.01- 109-18, dated 11/13/2014, signed and sealed by Michael D. Stremmel, P.E. "Submitted under NOA#08-1124.09" 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Series/Model HRE-24, high velocity roof fan, BI-36CARM, roof mounted exhaust fan and A5-925, modular down discharge blower, prepared by Architectural Testing, Inc., Test Report No. 83747.01-109-18, dated 10/15/2008, with Revision 1 dated 01/06/2009, signed and sealed by Michael D. Stremmel,P.E. �g 07/ 19 Carlos 1VL Utrera,P.E. Product Control Examiner NOA No.19-0717.08 Expiration Date:March 4,2024 Approval Date:August 15,2019 E-1 CautiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-0722.16" 1. Anchor verification calculations prepared by Rice Engineering, dated 08/07/2015, signed and sealed by L. David Rice,P.E. "Submitted under NOA #14-0110.04" 2. Anchor verification calculations, prepared by Rice Engineering, dated 07/04/2012, signed and sealed by L. David Rice,P.E. "Submitted under NOA #08-1124.09" 3. Anchor verification calculations, prepared by Rice Engineering, dated 11/12/2008, with revision dated 01/20/2008, signed and sealed by L. David Rice,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #14-0722.16" 1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Rice Engineering,dated 08/07/2015, signed and sealed by L. David Rice,P.E. "Submitted under NOA #13-0219.01" 2. Statement letter of code conformance to 2010 FBC issued by Rice Engineering, dated 07/04/2012, signed and sealed by L. David Rice, P.E. 3. Statement letter of no financial interest issued by Rice Engineering, dated 07/04/2012, signed and sealed by L. David Rice, P.E. 2. Evidence submitted under NOA# 18-0118.09 A. DRAWINGS 1. Drawing No. EXHAUST, titled "Upblast/ Downblast/ Curb", sheets 1 through 12 of 12, dated 08/25/2008, with revision 7 dated 11/27/2017, prepared by CaptiveAire Systems,Inc., signed and sealed by Wayne K.Helmila,P.E. B. TESTS 1. None. �g/o7otg Carlos M.Utrera,P.E. Product Control Examiner NOA No.19-0717.08 Expiration Date:March 4,2024 . Approval Date:August 15,2019 E-2 CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA#18-0118.09 (Continued) C. CALCULATIONS 1. Anchor verification calculations prepared by Rice Engineering, dated 12/15/2017, signed and sealed by Wayne K. Helmila,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6u' edition (2017) FBC, dated December 12, .2017,issued by Rice Engineering, signed and sealed by Wayne K.Helmila,P.E. 3. Evidence submitted under NOA#19-0130.11 A. DRAWINGS 1. Drawing No. EXHAUST, titled "Upblast/ Downblast/ Curb", sheets 1 through 12 of 12, dated 08/25/2008, with revision 7 dated 11/27/2017, prepared by CaptiveAire Systems,Inc., signed and sealed by Wayne K.Helmila,P.E. on 01/11/2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) pB�a7 20l9 Carlos M.Utrera,P.E. Product Control Examiner. NOA No.19-0717.08 Expiration Date:March 4,2024 Approval Date:August 15,2019 E-3 CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under NOA#19-0136.11 (Continued) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6 h edition (2017) FBC, dated 01/11/2019, issued by Rice Engineering, signed and sealed by Wayne K. Helmila,P.E. 4. New evidence submitted A. DRAWINGS 1. Drawing No. EXHAUST, titled "Upblast/ Downblast/ Curb", sheets 1 through 13 of 13, dated 08/25/2008, with revision 8 dated 03/26/2019, prepared by CaptiveAire Systems, Inc, signed and sealed by Wayne K. Helmila, P.E. on 06/06/2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. A/0.085/0�7'/7011 Carlos M.Utrera,P.E. Product Control Examiner NOA No.19-0717.08 Expiration Date:March 4,2024 Approval Date:August 15,2019 E-4 a son Hisrory Dimensional Data - Upblast Aluminum Fans Dercrl tlan Redredb E661 e DR Models oss 1 Incrrea3ed Design ressure r.15OFSP 717/14 _5 Added CurbHell; s PRODUCT REVISED 6 ChangedNotes On CurbN reffy as eomgplying 1 with the Florida ac ncro cs ou Buildin CCodda EF- o ern a ran o vramrM93 NOA-na• 19-0717.08 WIND PRESSURES FROM THE General Notes: Expiration e0310412024 STRUCTURAL DRAWINGS: By +11.0 / 25.0 1.This approval is for the structural capacity and impact rating of the exterior Mionalk-Datib Product Control housing only,it does not include any interior mechanisum or electrical part. 2.These fans have not been Wind tested for Wind Driven Rain Test per Florida W Building code,TAS 100(A)-95. FAN MODEL HT(in) W(in) C in) WEIGHT Ibs DU10 14-1/2 17-3/4 19 30 DU12 18 22 19 40 DU25 25-1/4 25-1/2 21 50 DU30 , 25-1/4 25-1/2 21 50 DU33 25-1/4 25-1/2 21 50 DU50 27-1/4 28-7/8 21 55® a DU75 30-1/2 31-7/9 24-3/4 60 Rlli DU85 30.1/2 31-7/9 24-3/4 60 105S&d eeek rJ HT DU180 33-3/4 39-3/8 28 190 uaamnurgg. 54217 Phone 921t(1 7 11142 DU200 33-3/4 38-7/8 28 195 Fes 92d�1-tray DU240 37-1/2 433/8 33 270 wmwwrme•mc wn Fantle Fla c.F-OIDMOO5081 DU300 40 52-3/4 40 410 Ceff=190t uarordstion#= nib DU360 45-9/16 63-7/16 44 470 Regaueuoed .SM NCA08 25-1/4 27-1/4 21 105 NCA10 27-1/4 30-1/4 21 120 NCA14 30-1/2 33-3/4 24-3/4 140 NCA16 33-3/4 39-3/8 28 190 C NCA18 33-3/4 38-7 8 28 195 y NCA24 37-1 2 433 8 33 270 No. HOW NCA30 1 40 1 52-3/4 40 410 — �4 DESIGN PRESSURE:+150.0/-1.... NCA36 45-9/16 63-7/16 44 470 PSF SEE PAGE 13 FOR ALTERNATE BRANDS 0P , ; ti LARGE MISSILE IMPACT RESISTANT ��°lAiliti;L�`'ti� Notes: JUN 0 B 2819 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CapfiveAtre, Inc.commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. on 4647 Para Paris Road,Ralei9 h NC 27616 3. Tested under Miami-Dade County Notification number AT]08033. 9 P 800.334.925(F 919.227.5994 Material: N A Part Number:N/A UnlessothemixeSpeclned Blank Size: A x MACOLA umber. Dlmmetonsarelnhches. wAN el t: N/A lbs Drowln B P Name:UPBLAST Standard Tolerances are: Air -N.� Drawn N e Fraclionr21l16 Dedmal:J(Xt.05 , , r Dravnn NUM er. X A STO )MI.015 Sheet:1 ot 13 ansles: stTHEPERFORMANCE COMPANY ev s on story Date Exploded Material View - Upblast Aluminum bans 3 A e DU/DR DescriptioModels ReJHess� a 66� d 24/4 66reiisie-d Design Pressure+- P 3 PRODUCT REVISED Added CurbHeights as comp ox with the Florida ChangedNotes n r s on erry Building% e 13 NOA-No. 19-0717.08 P Gac a Concre a Ca cs ess 99 Explmtion Page 0 3/0 412 0 24 a Alternate ran o r ngs Jim 3061--W237T7— 12 By AN Miaml-vaticl Product control 10 Item Number Description Material 1 Base 16 Ga Galvanized G90 11 2 Baffle .090Aluminum 110D-0 16 3 Gusset 12 Ga Galvanized G90 4 Vertical Support 12 Ga Galvanized G90 5 Bottom Skirt .090Aluminum 1100.0 6 Wheel Blade To (Not Shown) 14 Ga Galvanized G90 18 17 7 Wheel Blade Bottom .100Aluminum 3003-0 8 Wheel Primary Blade .125 Aluminum 5052-H32 19 9 Wheel Secondary Blade(Not Shown) .064Aluminum 5052-1-132 5 30 To SkirtA .080 Aluminum 110G+14 RIC 11 Top Skirt B .080Aluminum 1100-H14 EN G NEERING 21 12 AngleRin 1/8X1X1AluminumAngleRing 1050U,1oc1 reetTrail 14 13 Hood .064 Aluminum S1a�H14 p 9•i7j112 t 14 Shaft Wra per .080Aluminum 1100-H14 Fex 9 ri-it00 rnw.rl Mtn.com 15 is Horizontal Braces .125 Aluminum 5052-H32 Fbdd6 Finn No.F-0f000005081 16 Coolin Tube 08DAIumInumExtruslon CaUfirete Au9toluatbnOW 7 17 CoolingTube Grommet Black Rubber Ragistrattion a 59092 r 18 Motor Plate Assembly 10 Ga Galvanized G90 19 Top Plate 14Ga Galvanized G90 20 Shaft Not Shown 1018Steel 22 4 lul � 21 Vibration Isolators Black Rubber �� K, liF///// 3 22 Fan Plate Left(Hinge Kit 10Ga Galvanized G90 `��t-l�,0E M,q�Ai�r�� 23 Curb Plate'Left Hine Kit 10Ga Galvanized G90 3 F 24 Fan Plate Right(Hinge Kit Not Shown 10Ga Galvanized G90 S o. 590b2 23 0 1 25 Curb Plate Right(Hinge Kit Not Shown 10 Ga Galvanized G90 * -� C 26a Curb(Up to 20"Height) 20 Ga.Steel 2 26b Curb(Above 20",Max of 42"Height) 16 Ga.Steel �j� R110 26a 27 Grease Down Spout Aluminum Colored Vinyl ONAL 26b 28 2a Grease Box 1BGa Galvanized G90 7 111111161,l�� 27 JU 00 2013 Notes: 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveA rG, Inc.commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08033. P B00.334.925 I F 919.227.5994 Material: A Pa Num er,N/A uNess0therwrzesppeeerred Dlmenslons are In Inches. w ` B an Slze: A x A ACO ANumber:N C WeI s Drawln Name:UPBLASI Standard Tolerances are: AV /M/= —._ D t1/16 Da Decimal: rWn um er: E A ST02 )=±.ots MAKE _ S ee:2 ot 13 Angles: It*_ THE PERFORMANCE COMPANY R Revision History Installation - Upblast Aluminum Fans # Description Revised by ECN# Date 3 Added DU/DR Models J Hess 2661 6/24/14 creased Design Pressure+/.150 PSP WBG 2753 9 9 14 5 Added Curb Heights JJH 27 5/6 15 6 Changed Notes On Curb Instal on N Perry 10 22/15 7 FBC2017 Crac a Concrete Ca cs J Hess 2997 11 2 TIT 7 1a AddedAlternate brand to raw ngs 1. SECURE LID TO FAN USING (8) 1/4"-14 X 1" ZINC PLATED STEEL SELF DRILLING SHEET METAL SCREWS WITH RUBBER WASHER SPACED EVENLY AROUND LID. 'o 2. SECURE FAN BASE TO CURB USING 2 1/4"-14 X 2" GALVANIZED SELF DRILLING MAX CURB SCREWS (A307 OR BETTER) THROUGH HEIGHT 42" PRE-PUNCHED HOLES IN THE FAN BASE. RICE • (SEE TABLE A ON PAGE 7 THRU 12 FOR QTY). EIVGIrwTfd1 lvG los sctAal CraxtTrt�l • e L=92:1 1042 • 3. SECURE CURB TO ROOF OR WALL BY Fax 9 662M1,^I00 DRILLING 1/4" DIA PILOT HOLES IN THE CURB www'rima.wm 3 J FLANGE AT LOCATIONS SHOWN IN THE Cdit=dA�i4F-0h dm9=q 90 oti . SEE CURB DIAGRAM. SEE PAGES 7 THRU 12 FOR FASTENER Rojo INSTALLATION TYPE. USE TABLE B FOR FASTENER QTY. SEE CURB DETAILS ```��Iltl K. INSTALLATION PRODUCT g REVISED ��`�y��c N ''� DETAILS Fully Welded Curb Corners Bulid�'giCcndowith tha Plarld. F ��'• Above 20 Height) NDA-No. 19-0717.03 _* No. so sx Expiration Dat 03/04/2024 ST G BY Mlam ■ e rod ue Contra SEE CURB ' ,obAt INSTALLATION DETAILS ///111 0�� Notes: Jul0 6 2019 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TA5203. 2. Tested for areas including high velocity hurricane zones. CaptiveAlre, Inc. commercial kitchen ventilation 3. Tested under Miami-Dade County Notification number ATI 08033. 4641 Paragon Park Road,Raleigh,NC 27616 P 800.334.925 1 F 919.227.5994 Material: A Part Number-N A UNg:Othennrnspgained an Size: A x A um er' A Dmansbraarein nchef. w _ �-A � = el-ghT: Albs Drawn ame'UPB ST StanaardToieraneesare: ti ti0I ��CC Drawn : N Pe Decmal:=!:. „ r Decimal:JOf�" � Drown um er. EX A T03 .x>ot:.ots 5 ee:3 0 13 Angler. t'' THE PERFORMANCE COMPANY Revision History Dimensional Data - Downblast Aluminum Fans 3 Description Revised by Tar e ' e /D o e s Hess General Notes crease Design retsure♦- AddedCurb Heights Changed Notes On Curb Instalictlion N Perry 1.This approval is for the structural capacity and impact rating of the exterior 7— FBC 2017/Crocked Concretecs ess housing only;it does not include any interior mechanisum or electrical part. a ern a ran o rawings 2.These fans have not been Wind tested for Wind Driven Rain Test per Florida Building code,TAS100(A)-95: FAN MODEL HT(I n) W(in) C(In) WEIGHT(Ibs) DR10 141 2 203 4 19 30 w DR12 161/4 233/4 19 35 DR25 19118 261/4 21 45 DR30 19/l/8 261/4 21 45 EF-2 DR33 191/8 261/4 21 45 WIND PRESSUR S FROM THE DR50 213 4 293/4 21 50 STRUCTURAL DRAWINGS: DR75 23 3 8 331/4 24 3/4 60 +11.0 /-43.0 DR85 23 3/8 331/4 24 3/4 60 DR180 32 3/4 381/4 28 190 DR200 32 3/4 381/4 28 195 DR240 1 373/4 421/2 33 215 1 RICH DR300 40 52 40 380 i 'Em HT DR360 45 9/16 63 7/16 44 a70 ENG1 oTra iD�&thcd 1ae4Tr8➢ DD7 251/2 261/4 21 90 LnsmburD. O✓1217 FwP 420•"171042 DD8 251/2 261/4 21 90 Fa 82Wt 7-1100 DD9 251/2 261/4 21 90 rvmulce mm DDii 251/2 261/4 21 1 305 FbddsFmrcenma;k0 b.F-0 DD13 271/4 29 5/8 21 105 Wsyna K H Imib 0. DD15 305/8 331/4 243/4 130 a�irr�� PRODUCT REVISED DD18 323/4 381/4 28 190 as comp yIrtTtg with tho Florida DD20 32 3/4 381/4 28 195 Building Coo \ NOA No. 19.0777.08 DD24 37 3/4 421/2 33 215 y\ \ �E Expiration D o 03/04/2024 DD30 40 52 40 380 DD36 45 9/16 63 7/16 44 470 _� $ Nb. e002 Y C Mtami-D Product control DDAR10 93/4 18 5/16 19 24 �* f DDAR12 102/4 20 5/16 19 32 ODAR14 125/8 27 5/16 21 45 Va` DESIGN PRESSURE:+150.0/-150.0 PSF DDAR18 143/8 33 9/16 26 67 . / RIQ�G�;\\�� _................. . .........._...__._....- ...._........_.,.......,....- DMUA14 125/8 27 5/161 21 45 // O AL \\ LARGE MISSILE IMPACT RESISTANT DMUA18 143/8 33 9/161 26 67 /�IJJ 111%%�\\\ SEE PAGE 13 FOR ALTERNATE BRANDS JU 00 2019 Notes: 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveAire, Inc. commercial kfthen ventilation 2. Tested for areas including high velocity hurricane zones. 3. Tested under Miami-Dade County Notification number AT]08033. 4641 Paragon Park Road,Raleigh, NC 27616 P 800.334.9251 F 919.227.5994 Material: [Part Number A Unless 01her�Sgicnce°i d Blank Size: x A Number: A � ��/ A �. Weight: N/A 1 s I DraWin Name:DOW BLAST StandardTderancesare; 111f 11W JW AV _ lr CL' DroWn B Pe Fractionsii/id Jill DedmaL•.XX±.Q5JAt Drawina Number: EX A ST04 .1ocx-.015 Sheet:4 of 13 Angie, 31 THE PERFORMANCE COMPANY Exploded Material View - Downblast Aluminum Fans a DescrlpRon Revision History Revisedb ECNC I Date -- -- a Added DU/09 Models ess 1 4 In creased Design ressure♦- CurbHeights 11 Changed Notes On Curb Installation erry PRODUCT REVISED acked Concretees 3 hems as�o Wins with the Florida a Alternate ran Drawings IBuilding Code 12 NOA-No. 19-0717.08 Expiration D a 03/04/2024 13 Miem Product Control 15 Item Number Description Of Part Material 14 1 Base 16 Ga Galvanized G90 16 2 Baffle .080Aluminum 1100-0 3 Gusset 12 Ga Galvanized G90 4 Vertical Support 12 Ga Galvanized G90 19 0 10 5 Bottom Skirt .090Aluminum 1100-0 6 Wheel Blade Top 14Ga Galvanized G90 7 Wheel Blade Bottom .100aluminum 3003-0 5 8 Wheel Primary Blade .125 Aluminum 5052-H32 t.- %$illm.31040in �t9 Wheel Seconds Blade .064Aluminum 5052-H32 NG1nERING 9 10 Ring 1/8X 1X IAluminum Angle Rin mburil."'41WIT 11 Hood .064Aluminum 1100-H14 ec0'7i1 tDa2 829tT-ttm6 8 12 ShaftWra er .080Aluminum1100-H14 13 Coolin Tube .080Aluminum Extrusion I.nikaloofAutr-010000o5oe1 Nueatn MAu{botVaUon U90A0 14 Cooling Tube Grommet Black Rubber �"0ktldn0° 3 ] tpitlretlan N0..9082 15 Motor Plate Assembly 10 Ga Galvanized G90 4 16 Top Plate 14 Ga Galvanized G90 17 Shaft Not Shown) 1018Steel IIIIII//�� 18 Bearings(Not Sown) Case Steel/Steel Ball \� K. y 2 19 Vibration Isolators Black Rubber �� r CEN F(�i�,�i 20a Curb Up to 20"Height) 20 Ga.Steel N . 30092 20b Curb Above 20",Max of 42"Height) 16 Ga.Steel 20a _ 1 �g, 20b %� OR10 \ Notes: CaptiveAire, Inc. commercial kitchen ven iatio glIII11%�\\ 1. Tested In accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 4641 Paragon Park Road,Raleigh,NC 27616 2. Tested for areas includinghigh velocity hurricane zones, JUN 0 0 1019 3. Tested under Miami-Dade County Notification number AT108033. P 800.334.925 1 F 919.227.5994 Material: A I Part Number.N/A Unless OthenvireS ecified Ban Size: A x A MACO Number. A Dimensions are In riches. w AM Wet : N/A lbs Drawn Name:DOWNBLAST Standard Tolerances are: 1 /0/� — Fiocttoru:_X±. „ ram -- Drawn B N Pe Deelma:.Io=.os Drawin Number. EXHAUST05 .laar:.015 s ee:5 of 13 Angier: ti THE PERFORMANCE COMPANY —i Revision History • # Description R N# Date Installation - Downblast Aluminum Fans 3 Added DU/DR Models 61 624/14 4 Increased Design Pressure+ -750 PSF53 979714 5 AddedCur e g s 5 6 5 6 Changed Notes On Curb Installation4 10/22 15 7 FBC2077 Crac a Concrete Ca cs97 11 27 17 Addederna a Brand to raw ngs 1 . 1. SECURE LID TO FAN USING (8) 1/4"-14 X 1"ZINC PLATED STEEL SELF DRILLING SHEET METAL SCREWS WITH RUBBER WASHER SPACED EVENLY MAX CURB AROUND LID. HEIGHT 42" 2. SECURE FAN BASE TO CURB USING . 1/4"-14 X 2"GALVANIZED SELF DRILLING SCREWS (A307 OR BETTER) THROUGH . PRE-PUNCHED HOLES IN THE FAN BASE. (SEE TABLE A ON PAGE 7 THRU 12 FOR QTY). ENGINEERING 3. SECURE CURB TO ROOF OR WALL BY 10560110gC�wATrail DRILLING 1/4" DIA PILOT HOLES IN'THE CURB Pry 29 iLY'710042 FLANGE AT LOCATIONS SHOWN IN THE w C617"10� wmxricsstlwcan DIAGRAM. SEEPAGES 7THRU 12 FOR FASTENER FwdaFhmna,F01000cwgi SEE CURB Cenivaoof/ uwftlianago TYPE. USE TABLE B FOR FASTENER QTY. wnyneicti�mla INSTALLATION 2 Re/fs7aRvtNo.6fJ2 DETAILS `� SEE CURB INSTALLATION DETAILS iiti/��i 3 �GE N � 0 0 �`�� 3 PRODUCT REVISED .�� No. 59002 as complyingg with the Florida Fully Welded Curb Corners Building Codo _ NOA-No. 19-0717.08 (Above 20" Height) r Expiration D to 03/04/2024 i SEE CURB �� DRIOP Miami-Da a Product Control INSTALLATION DETAILS Notes: SUN 06 2019 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202.TAS203. CaptiveAire, Inc.commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08033. P 800.334.925 I F 918.227.5994 Material: N Part Number.N/A urde"otherwhe spaclned Bank Size x A Number A Dimensions a e in inches. A �A Weight: N A s DraWn ome:DOWNBLAST Standardlolerancesam: �NAK =�C� Drown B N Pe De'1 om:!x- Deatmd:.1t1(l.S __ Drawtn umber. IX A ST06 >az!n1s S ee:6 0 13 Angles: +1' THE PERFORMANCE COMPANY Miami-Dade County - Roof Curb CaptiveAlre, Inc. commercial kitchen ventilation 4641 Paragon Park Road,Raleigh,NC 27616 Installation Guide For Wood Substrate P 800.334.925 1 F 919.227.5994 HEX-HEAD LAG SCREW PRODUCT REVISED ((STEEL ZINC PLATED} as complying with the FloridaVD) (9 OOF CURB WOODEN DECK 9/8"X 2-1/2'OR LONGER DETAIL B Building CodeAX 42"HT. SEE CHART FOR QTY SCALE 1 :8 NOA-Jo. 19-0717.08 DECK Fapiration D a OS10412024 f WOODEN ROOF MEMBERS. MIN,4"NOM,THICKNESS. Mlam a ro as [Z MIN,G=.42 U BY OTHERS WASHER(STEEL ZINC PLA 1-1/2 MIN. FOR SCREW SIZE 3/8"'TYP EDGE DISTANCE CURB TABLE A:FAN TO CURB 1/4"PILOT H Fasteners Unit Size Base Size Curb Size PerSlde Total DU10,DU12/DR10,DR12/DDAR30,DDAR12 ]9" 27-1/2" 3 12 DU25,DU30,DU33,DUSO,NCA08,NCA1D/DR25, DR30,DR33,DR50,DD7,DDB,DD9,DD31,DD13/ 2V 19-1/2" 3 1.2 DDAR14 DMUA14 ROOF ROOF 1-1/2'MIN. Dtns,DUBS,NCA14/DR75,DRBS,DD15 24-1/4" 23" 3 12 OPENING OPENING EDGE DISTANCE DDAR18,DMUA18 26" 24-1/2" 3 12 +3" DU180,DU200,NCAl6,NfA18/DR]EU,OR200, 28" 26-1/2" 3 12 RICE • ERING 2-5/8"MIN. DU240,NCA24/DR240,DD24 33' 31-1/2" 3 12 NGINETrall 1 SdtnYCraNcTrall END DISTANCE eocoffpp NJI5'217 DU300,NCA30/DR300,DD30 40" 38-1/2" 3 12 p 2 A20�17 1M2 1-1/2"MIN. ' F yatsttalCo SPACING DU360,NCA36/DR360,DD36 44" 42-1/2" 4 16 s ita4mc4m TABLE B:CURB 7O DECK Fk ida Firm No.F.0101IhD 910 ftaM of fthmvation 42M Wood W; K.Helmila Unit size stream N0.5CW2 PerSlde Total FULLY WELDED CORNERS ,glllllf►//� MOODEN ROOF NOM,THICKNESS. ABOVE 20"THRU 42", DU25 DU30 DU33,DUSO NCAOS NCA]A/ 3 ��4 N MIN,G=,42 DR25,DR3R DR33,DRSO,DD7,DDB,DD9,DD11, 3 32 `\\ s� (9 " BY OTHERS DD13/DDAR34,DMUA14 _ No. 59092 DU75,OU85,NCA14/DR75,DR85,DD15 4 15 * + DDAR18,OMUA18 5 20 ROOF OPENING. CURB DU380,0U200,NCA1b,NCA1B/OR380,DR207, 5 20 ORIflP WOODEN 20"HIGH&LESS=20 GA.STEEL 13020 / /ONAI_ ROOF DECKING. ABOVE 20"THRU 42"=16 GA.STEEL Du240,NCA24/DR240,DD24 6 24 �/l11111111��` Notes: DU300,NCA30/DR3DO,DD30 7 28 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. JUN 0 6 2019 2. Tested for areas including high velocity hurricane zones. DU3e0,NCA35/DR360,DD36 m m 3. Tested under Miami-Dade County Notification numberATI 08033. SEE PAGE 13 FOR ALTERNATE BRANDS Ma ena: N/A Part Num er.N A UNess Dihemize Specified Ban Size: N A X A MAC Number. A D mensionsQe in Inches. w _ �`■ .� weight: A lbs Draviring Name:CURB stand=d Verorcescre; Alf Mir 0 ArAK Recflons:3X1. „ �� Drawn B N Pe Decimcl:.%rY.05 Drawtn Num er.Ex A s7o7 xxz:ols THE PERFORMANCE COMPANY -- S ee: 0 13 Angles: xt Miami-Dade County - Roof Curb CaptiveAire, Inc. commercial kitchen ventilation 4641 Paragon Park Road,Raleigh,NC 27616 Installation Guide For Concrete Substrate P 1300.334-925(F 919.227.5994 DETAIL A ROOF CURB CONCRETE DECK 3/8"S.S.HILT]KWIK BOLT TZ DETAIL B SCALE 1 :10 MAX 42"HT. EXPANSION ANCHORS MIN. 2.0"ENGAGEMENT SCALE 1 :8 3/8"DIA S.S.HILTI KWIK BOLT TZ (SEE CHART FOR QTY) EXPANSION ANCHORS CURB CO MIN.PSI CONCRETE ® 2500 MIN.P51 EDGE DISTANCE CONCRETE TABLE A:FAN TO CURB Unit Size Base Size Curb Size Fasteners Per Side Total DU10,DU12/DR10,DR121 DDAR70,DDAR22 19" 17-1/2" 3 12 DU25,DU30,DU33,DU50,NCADS,NCA10/DR25, DR30,DR33,DR50,DD7,DD8,DD9,DD11,DD13/ 21" 19-1/2- 3 12 ROOF DDAR14,DMUA14 OPENING ROOF DU75,DUBS,NCA34/DR75,DRSS,DD15 24-3/4" 23" 3 12 +6" OPENING � 7 3"MIN. EDGE DISTANCE DDAR18,DMUA18 26"' 24-1/2° 3 12 /J^''z1 DUIBQ-DU200,NCA16,N CA1B/DR18D,DR200, .LE 13"MIN. za^ z6 1/z" 3 Iz E1IGME.RUM END DISTANCE Du240,NCA24/DR240,DD24 33" 31-1/2" 3 12 IC 5 S&ja Creek rra4i L Au.g.W154217 F 020.5'7r�2 5-1/2"MIN. DU300,NCA30/DR3oo,DD30 40" 38-IJ2" 3 12 Fix 920-617.1,00 SPACING vrdm-n(=m PRODUCT REVISED DU360,NCA36/DR360,DD36 44" 42-1/2" 4 Fl 'da Fmn 10,F-010000D5031 as complying with the Florida TABLE e:cuae ro Deck nif 2w olADlhodna[1m#90N 9uttdtng code FULLY WELDED CORNERS Cenaete W treaonNo 5s092 NOMNo. 19-041 024 ABOVE 20"THRU 4T. Unit Size Per Side Total F.szplratton 03104J2024 12 Mlam a Product Con A DDU25DDUM,DL133,DU50,WAGS NCA10/ 3 DR25,DR30,DR33,DR50,DD7,DD8,DD9,DDII, 3 12 �� \G6N$ �� Y DD13/DDAR34,DMUAI4 2500 MIN.PSI DU75,DU35,NCA14/DR75,DRBS,DD15 4 16 _ No. 59092 * • CONCRETE CURB DOAR1s DMUA1s s zD DUl80,DU200,NCA14 NCA1B/DR360,DR200, 20"HIGH&LESS=20 GA.STEEL s rD ROOF OPENING. ABOVE 20"THRU 42"=16 GA.STEEL D D DUUD,Naa4/DR240,DD24 6 24 / /ONALE�� Notes: Eff 0/DR3DD,DD30 7 28 /11f1111111�� 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 6/DR35D,DD35 9 36 2. Tested for areas including high velocity hurricane zones. JUN 0 6 2019 3. Tested under Miami-Dade County Notification number AT]08033. SEE PAGE 13 FOR ALTERNATE BRANDS Material: A Part Number.N/A Unless OtherMzeSp eclfied Ban SIZe: N A X N A MACOLA Number A Dlmer ionsareininche5. w _ �--O Wei ht: AlbsIlDravonq Name:CURB Standard Werances me: AV Mir N/� C� D awn B N Pe oaclmae xzi o5 , . r Drawin Number.EXHA ST08 )=±-Dis ee:8 ot 13 Angles: W THE PERFORMANCE COMPANY Miami-Dade County - Roof Curb CaptiveAire, Inc. commercial kitchen ventilation 4641 Paragon Park Road, Raleigh, NC 27616. Installation Guide For Steel Substrate P 800.334.925 1 F 919.227.5994 I/4"-14 DRIL-FLEX SELF DRILLING SCREWS STEEL DECK ROOF CURB DETAIL B DETAILkAIjN "THROUGH SEE CHART MAX 42"HT. SCALE 1 :12 SCALE 1 Roof Truss 1/8"Thick STEEL DECK or 12 Ga.Min. CURB B3/8"MIN. v EDGE DISTANCE TABLE A:FAN TO CURB 12 GA.MINIL-FLEX SELF DRILLING SCREWS unit size Base stze curb sizeFasteners STEEL ROOF TRUSS .1/T THROUGH SEE CHART Perside I Total EF-2 DU10,DU12/131110,DR12/DDARIO,DDAR12 19" 17-1/2" 3 12 DU25,DU30,DU33,DU50,NCA08,NCAIO/DR25, DR30,-DR33,DR50,DD7,DDB,DD9,Doll,DD13/ 21" 19-1/2" 3 12 DDAR14,DMUA14 • • DU75,DUBS,NCA14/DR75,DRBS,DD35 24-3/4" 23" 3 12 ROOF ROOF DDARI8,DMUA18 26" 24-1/2" 3 12 1C'E OPENING 3/8"MIN. E1'ICINEERING +31W' OPENING EDGE DISTANCE DUI80,Du200,NCA16,NCA181 DRIM,DR200, 28° 26-1/2" 3 12 il 53ebcaf creak Trea L aT.Dum.LYi g217 EF-1 DU240,NCA24/DR240,DD24 33" 31-I/2" 3 1z 892D•417 j0.j2 F S2YfS17-1T00 I • 3/8"MIN. L�mccmn DU300,NCA30/DR300,DD30 40° 36-7J2" 3 12 END DISTANCE F ddafim No.F-010000.MI DU360,NCA36/DR360,DD36 44° 42-1/2" 4 16 le dAuthmtztaOD t:= 3/4"MIN. R [��e�iaHiNo ao9a SPACING TABLED:CURD TO DECK PRODUCT REVISED steel as eom 1&y{ 9 With the Florida Unitsize Building Codo .-No. • 19-0717.08 FULLY WELDED CORNERS EF-2 0U10,OU12/DR10,DR12/DDAR30,DDAR12 3 n \�11111111/// Expiration Data 03/04/2024 ABOVE 20"THRU 47'. DRDU25,1)DA 30,D DRSDU o7,DDT, 9,DD11. 4 16 �� ya�G S�< M1am1-D d Product Control DD13/ODAR14,DNUA34 D1.175,D1185,NCA141 DR75,DRSS,DD35 5 20 No. 6D0f2 STEEL DECK DDARADWA18 B 24 CURB EF-1 DU180,DU2D0,NCAS6,NC438/DR180,OR20D, 6 � ) (rim= 12 GA.MIN 20"HIGH&LESS=20 GA.STEEL �i ORIOP �c�`� STEEL ROOF TRUSS ABOVE 20"THRU 42"=16 GA.STEEL DU240,NCA24/DR240,DD24 7 28 S/ONAI. Notes: D0300,NCA30/DR300,DD30 s 36 //NI111111� 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 2. Tested for areas including high velocity hurricane zones.. D11350,NCA36/DR360,DD36 n 46 JUN 06 Zma 3. Tested under Miami-Dade County Notification number AT]08033. SEE PAGE 13 FOR ALTERNATE BRANDS Material: A Part Num er.N/A om nmhee a pecifi d Ban Size: x MACO A umber:N/A AN �� !• ei stod 0H a Fr c Decimk.X .05awBNPe , ,Dra rD um e. C -� THE PERFORMANCE COMPANY -- Sheet:9 0 13 Angles: -1 Miami-Dade County. - Wall Curb CaptiveAire, Inc. commercial krifchen ventilation 4641 Paragon Park Road,Raleigh,NC 27616 Installation Guide For Wood Construction P 890.334.925( F 919.227.5994 TABLE A:FAN TO CURB Unit Au Box Size Curb Size Fasteners PerSlde Total DUIC DUI2/DR10,DR12/DDARIO,DDAR12 19• 17-1/2^ 3 12 DU25,DU34 DU33,DUSO,NCAO%NCA30/DRZS, ROOF ROOF DR30,DR33,DRSO,DD7,DDS,DD9,DD1 DD131 W 19-1/2- 3 12 OPENING OPENING 1-1/7'MIN. DDAR14,DMUA14 +3" EDGE DISTANCE DU75,DUES,NCAI4/DR7S,ME,Do15 24-3/4- 23' 3 12 DDAWk DMUAIS 26" 24-I/r 3 12 2-518"MIN. DUIM,DU200,NCAS6,NCAl3/OR1R0,DR200, ?B^ 26-1/r 3 12 D 8 END DISTANCE' DU240,NCA24/DR240,DD24 33" 1 31-1/2° 1 3 12 1-1/2"MIN. DU300,NCA30/DR3A DD30 Dor4orwnuMounrr PRODUCT REVISED as complyi SPACING DU360,NCA36/DR350,DD36 Building Codewlth the Florida NOA-Ho. 19-0717.08 WOODEN CONSTRUCTION WASHER(STEEL ZINC PLATED) TABLE B:CURB TO WALL Expiration D to 03/04/2024 FOR SCREW SIZE 3/8"TYP Wood By 1-1/2"MIN. UnitSi2e NllWerea Pro ue[Con rol A EDGE DISTANCE FULLY WELDED CORNERS perSlde Total ABOVE 20"THRU 42". DU30,DU12/DR30,DR12/DDAR30,DDAR12 3 12 DU25,DU30,DU33,DU50,NCA08,NCA10/ DETAIL A DR25,DR30,DR33,DR50,DD7,DDS,ODD,DD31, 3 12 SCALE 1 :8 DD13/DDAR14,DMUA14 C T DU75,DU85,NCA141 DR75 DR85,DD15 4 16 FEldrJjlirEERING CURB DDARI8,DMUA18 5 20 Lmemmry.Nvi6_17 MAX 42"HT. Phone 92rLGI,Ick DU180,DU200,NCA16;NCA38/DR180,DR200, Fs 920•617I1u0 • DDIS,DD205 20 WAVACO-Inccum DU240,NCA24/DR240,DD24 6 24 F"fl03irmAb.F-0z9ffon5081 � Ce0ifi0_!aofAuthab�5atf:B630 Wayne K 11411 DU300,NCA30/DR300,DD30 Re2i5trDGOngD.59092 ROOF OPENING. DO NOT WALL MOUNT DU360,NCA36/DR360,DD36 WALL SEE PAGE 13 ATE BRANDS H WOODEN ROOF MEMBERS EX-HEAD LAG . CURB MIN,4"NOM,THICKNESS. 20"HIGH&LESS=20 GA.STEEL (STEEL ZINC PLATED) MIN,G=.42 ABOVE 20"THRU 42"=16 GA.STEEL 3/&'X 2-1/2"OR LONGER No. 59092 BY OTHERS SEE CHART FOR QTY =. Notes: 1/4"PILOT HOLE Ofl S �\ 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. i� O 110� 2. Tested for areas including high velocity hurricane zones. / s/QNAt E� 3. Tested under Miami-Dade County Notification number AT]18033. JUN 0 6 pis ///�� 1111�1�♦ Material:N/A I Part Number.N A UNen Cnhenrtze SZdned Blan Size: A x A MACOLA Number:N/A b(menso yore In hez. w AU r-. I- W_eLaFFNjA IbS Drawin Name:CURB Standard Tolerances ate; 1 MW N l� �" Drawn B N Pe DedrnFra.11onc Wl:. „ ��D DedmaL•X%t.DS __ Drawin Number. HAUS 10 .toaa.ots Sheet: 0 0 3 Anye3: ''' THE PERFORMANCE COMPANY �- CaptiveAire, Inc. commercial kitchen ventilation Miami-Dade County - Wall Curb 4641 Paragon Park Road, Raleigh,NC 27616 Installation Guide For Concrete Construction P 800.334.9-25 1 F 919.227.5994 TABLE A:FAN TO CURB Unit Size Base Size Curb Slze Fasteners • Per Side Total DU10,D1.112 I DR10,DR22/DDAR10,DDAR11 1. 17-1/2" 3 12 ROOF ROOF DU25,DU30,DU33,DU50,NCA03,NCA10/DR25, OPENING OPENING 3"MIN. DR30,DR33,DR50,DD7,D08,0D9,OD11,DD13/ 21" 29-112" 3 12 +6" • EDGE DISTANCE DDAR14,DMUA14 • Dt775,DUBS,NCA14/DR75,DR85,DD15 24-3/4" V 3 12 `I 3"MIN. DDAR1%DMUA18 26• 24-1/2" 3 12 -rll END DISTANCE. D1.1180,DUZOO,Nu+16,NCA18/DR180,DR200, 2W 26-1/2" 3 12 Da 5-1 IT,MIN. DU240,NCA24/DR240,DD24 1. 31-212" 3 12 SPACING DU300,NCA30/DR300,DD30 DO NOT WALL MOUNT DU36D,NCA36/DR364 DD36 CONCRETE CONSTRUCTION FULLY WELDED CORNERS 3"MIN. ABOVE 20"THRU 42". TABLE e:CURBTO WALL EDGE DISTANCE 1/4"PILOT HOLE Unit Slze Concrete PerSlde Total DU10,DU12/DR10,DR12/DDAR10,DDAR12 3 12 DU25,DU30,DU33,DUSO,NCA08,NCA10/ DETAIL A • s DR25,DR30,DR33,DR50,DD7,DD8,DD9,DDII, 3 12 SCALE 1 :10 • e DD13/DDAR14,DMUA14 J q_ ERNG DU75,DUBS,NCA14/DR75,DR85,DD15 4 16 f�GIldE�ccl 105' Creek Tr4 Trall ll • L 'mD'ra,YA 54217 DDARIB,DMUA18 5 20 Pho°921�171042 • Fox 02 100 5 20 • DU180,DU200,NCA16,NCA18/DR160,DR200, vNA.rlce-mc.mrrmcck m • DD18 DD20 Fb FM No.F-010rY�005081 teG/ofAutliorize9otlIF M DU240,NCA24/DR240;DD24 6 24 Wa Bk Hch3a CURB. RRtrj telionN0.W92 DU300,NCA30/DR300,DD30 3/8"S.S.HILT]KWIK BOLT TZ DO NOT WALL MOUNT EXPANSION ANCHORS MIN.2.0"ENGAGEMENT CURB DU360,NCA36/DR360,DD36 111111//�� (SEE CHART FOR QTY) MAX 4T HT. SEEPAGE 13 FOR ALTERNATE BRANDS `\\\ E K. H 2500 MIN.PSI CURB asReDo vtynTwtththi loriar, '4�%OENS CONCRETE ROOF OPENING. 20"HIGH&LESS=20 GA.STEEL Building co 0 ABOVE 20"THRU 42"=16 GA.STEEL -"ZNo. 119-0717.08 No. 5909 . Notes: Expiratlon o eo 03104d2O24 =* • 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 2. Tested for areas including high velocity hurricane zones. Nltom .a Proauet Control 3. Tested under Miami-Dade County Notification number ATI 18033. SUN 0 6 2019. ' RI /OMAL Material:N A Part Number.N/A UNess Othw.(ze Specified lfIIIII \\ Ban Slze:N A X A MA COLA umber:N/A Dlmenslons,me in Inches. _ Wei h:N A s Drawln Name:CURB Stanfi.V Tolerances fa �m�� CC Drawn N Pe IF D9c11ons 31/16 � , . r� rawln um er.EX A 11 loocs.ols Sheet:11 of 13 Angles: =t' THE PERFORMANCE COMPANY Miami-Dade County - Wall Curb CaptiveMre, Inc. commercial kitchen ventiMon 4641 Paragon Park Road, Raleigh, NC 27616 Installation Guide For Steel Construction P 800.334.925 1 F 919.227.5994 TABLE A:FAN TO CURB UnitSIze Base Size Curb Size Fasteners Per5lde Total • DU30,DU12/DR10,DR12/DDARIO,DDAR12 13" 17.1/2" 3 12 ROOF ROOF • ' DU25,DU30,DU33,DUA NCA08,NCAIO/DR25, OPENING 3/8"MIN. DR30,DR33,OR50,D07,DDS,DD9,D011,OD13/ 2V 13-:011 3 12 3 OPENING EDGE DISTANCE DDAR14,DMUA14 DIPS,DUBS,NCA14/DR75,DR85,DD15 24-3/4' 23' 3 12 • • • • • 0DAR38,DM.UAIB 26' 24.1/2" 3 12 3/9"MIN. DU380,DU200,NCA26,NCA38/DRIBO,DR200 END DISTANCE �' 26-1/r 3 12 DU240,NCA24/DRMl)D24 33' 31-112" 3 12 3/4"MIN. PRODUCT REVISED SPACING as comp•In With the Florida DUI00,[1CA30/DR300,0D30. ildin STEEL CONSTRUCTION N A-No. ate 19-0717.08 DU360,NCA36/DR364 DD36 DD NOT WALLMOUNT 3/8"MIN. Expiration D to 03/04/2024 TABLE B:CURB TO WALL A EDGE DISTANCE Mh miaml-Dot a Product Gontinal Unit Size Steel Per Side Total FULLY WELDED CORNERS ABOVE 20"THRU 42". DU10,DU121 OR10,DR12/DDAR10,DDAR12 3 12 DETAIL A DU25,DU30,DU33,DU50,NCA08,NCA101 SCALE 1:8 DR25,DR30,DR33,DR50,DD7,DD8,DD9,DDll, 4 16 ,r DD13/DDAR14,DMUA14 RICE 'r DU75,DU85,NCA14/DR75,DR85,DD15 5 20 NGINEERING 105 'I CwkTreli L nmiD.Wi54217 TT -• DDARIB,DMUA18 6 24 ft•e9_m8t71612 I'mwi 92 incxom OD DU180,DU200,NCA16,NCA18/DRI80,DR200, vm;r%�,nc.coa • "r D DD 0 6 24 Fbd 3FlnnNaF-01000005091 Ce;9 edMuiv.lzm&3090 CURB DU240,NCA24/DR240,OD24 7 28 wa/ KHOLna MAX 42"HT. • R61j,Uet on N0.59092 STEEL DU300,NCA30/DR300,D030 WALL DO NOT WALL MOUNT ROOF OPENING. DU360,NCA36/DR360,DD36 STEEL Ga.Min/8 Thick CURB SEE PAGE 13 FOR ALTERNATE BRANDS � 20"HIGH.&LESS=20 GA.STEEL 1/4"-14 DRIL-FLEX SELF DRILLING SCREWS ABOVE 20"THRU 42"=,16 GA.STEEL MIN.1/2"THROUGH SEE CHART No. 59092 Notes: STEEL STUDS 1/8"Thick =* • 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. or 12 Ga.Min. v 2. Tested for areas including high velocity hurricane zones. 3. Tested under Miami-Dade County Notification number ATI 18033. �i R1 JUN 0 6 200 /ANAL Material: N Part Number N/A Unless OtherMwSpecified llllil B an Size: NA A X N A MACULA Num er:N/A Dim eM nscre In Inches. w _ ��MM �_ C Wei ht:N A bs Drawln Name:CURB Standard Toeoncesare: � _0�_ CG DrawnB � Pe DeFracdons:iX±. Clecimat.XXt.05 __ I Drawin Number.EXHAUST12 •)00I2.015 Sheet:12 of 13 Angle" `-i' THE PERFORMANCE COMPANY _- ALTERNATE BRANDS UPBLASTALUMINUM FANS DOWNBLASTALUMINUM FANS CAS FAN MODEL RUPP FAN MODEL CAS FAN MODEL RUPP FAN MODEL DU10 DU10HRA DR10 DR10HRA DU12 DUI2HRA DR12 DRI2HRA DU25 DU25HRA DR25 DR25HRA DU30 DU30HRA DR30 DR30HRA DU33 DU33HRA DR33 DR33HRA DU50 DU50HRA DR50 DR50HRA DU75 DU75HRA DR75 DR75HRA DU85 DU85HRA DR85 DR85HRA DU180 DU180HRA DR180 DR180HRA DU200 DU200HRA DR200 DR200HRA DU240 DU240HRA DR240 DR240HRA DU300 DU300HRA DR300 bR300HRA DU360 DU360HRA DR360 DR360HRA NCA08 BDUIIRA DD7 BDCR7RA NCA10 BDUI3RA DDS BDCR8RA NCA14 BDUISRA DD9 BDCR9RA NCA16 BDUI8RA DD11 BDCR11RA NCA18 BDU20RA DD13 BDCR13RA ?ICE NCA24 BDU24RA DD15 BDCR15A ENG�.7 NEERING NCA30 BDU30RA DD18 BDCRI8RA �a+ev.rses2+na�com Trail 2NCA36 BDU36RA DD20 BDCR20RA / 872 PRODUCT REVISED ` `aNS _ 17410 N/A DD24 BDCR24RA asmp101ththeFlorlda o� do No. 68092 lams FcmN.fA10 0501 N/A DD30 BDCR30RA NOA-N IM717.08 N/A DD36 BDCR36RA = wnHdm�!e° oar Explratlon Da 03104/2024 ,O STAT" ` pppLsUePcn No.590.'0 N/A DDDARIO DDDAR10RA miam D e Product Control � � to �C�� N/A DDDARI2 DDDAR12RA NAL E \\\"I` N/A DD6ARI4 DDDAR14RA 0«IIII1111% N/A DDDARI8 DDDAR18RA JUN 06 2014 N/A DMUA14 DMUA14RA N/A DMUA18 DMUAIBRA CaptFveAtre, Inc. commercial kitchen venb7ation 4841 Paragon Park Road,Raleigh,NC 27616 P 800.334.925 IF 919.227.5994 Ma enal: I Part Number.N/A Unless 01herwaeSpe cored Blan Size: N/A MACULA Num er:N A Diman Darts in Specified w ei ht: N A Drawin N. ALTERNAT BRANDS Standard Tolerances are: AW� Fracllons:_1/16 r-_=_� — Drawn J Declmd:XXt.Os Drawin 8NumbeJH r. EX AAUST13 . Mmis _ i Sheet:13 of 13 Angie': ''' THE PERFORMANCE COMPANY �— { I a MM I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagLgov/economy CaptiveAire Systems,InC. 4641 Paragon Park Road Raleigh,NC 27616 SCOPE: This,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Utility Set Exhaust and A Series Supply Steel Rooftop Fans APPROVAL DOCUMENT: Drawing No. NOA2, titled "Steel Utility Set Exhaust and A Series Steel Supply Fans", sheets 1 through 22 of 22, dated 08/25/2008, with revision 6 dated 03/26/2019, prepared by CaptiveAire Systems, Inc, signed and sealed by Wayne K. Helmila, P.E. on 06/06/2019, bearing the Miami- Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, one of the following manufacturing locations: Youngsville, NC; Muskogee, OK; Redding, CA; West Union, IA; Bedford,PA; Groveland,FL;Indianapolis,IN,model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. LIlVIITATION: These fans cannot be installed within the ridge area,FBC 1523.6.5.2.13. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#19-0130.12 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 19-0717.69 MiAMI•D4D:COUNTY Expiration Date:March 4,2014 o$ plc/ Approval Date:August 15,2019 . MAU USED ON THIS PROJECT og� f Page 1 -BEGINS ON SHEET 17 OF 21 OF THE ENGINEERING DRAWINGS CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #16-0407.02" 1. Drawing No.NOA2, titled"Steel Utility Set Exhaust and A Series Steel Supply Fans", sheets 1 through 16 of 16, dated 08/25/2008, with revision 4 dated 10/14/2013, prepared by CaptiveAire Systems,Inc.,signed and sealed by L.David Rice,P.E. on 03/22/2016. B. TESTS "Submitted under NOA #14-0317.04" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series/Model USBI 1land USBI 36 roof mounted exhaust fans, prepared by Architectural Testing, Inc., Test Report No. D2865.01-109-18, dated 12/12/2013,signed and sealed by Michael D. Stremmel,P.E. "Submitted under NOA No. 12-0 724.02" 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series/Model CASRE roof mounted exhaust fan, prepared by Architectural Testing,Inc., Test Report No.B9460.01-109- 18, dated 05/31/2012,signed and sealed by Michael D. Stremmel,P.E. "Submitted under NOA No. 08-1124.08" 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Series/Model TIRE-24, high velocity roof fan, BI-36CARM, roof mounted exhaust fan and A5-925, modular down discharge blower, prepared by Architectural Testing, Inc., Test Report No. 83748.01-109-18, dated 10/07/2008, with Revision 1 dated 01/06/2009, signed and sealed by Michael D. Stremmel,P.E. C. CALCULATIONS "Submitted under NOA #14-0317.04" 1. Anchor verification calculations prepared by Rice Engineering, dated 02/21/2014, signed and sealed by L.David Rice,P.E. "Submitted under NOA No. 12-0724.02" 2. Anchor verification calculations prepared by Rice Engineering, dated 07/05/2012, signed and sealed by L.David Rice,P.E. "Submitted under NOA No. 08-1124.08" 3. Anchor verification calculations, prepared by Rice Engineering, dated 1 12/2008, with revision dated 01/20/2008,signed and sealed by L.David Rice,P.E. �6�150�6111 Carlos M.Utrera,P.E. Product Control Examiner NOA No.19-0717.09 Expiration Date:March 4,2024 Approval Date:August 15,2019 . E-1 1 CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA#16 0407.02" 1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Rice Engineering,dated 02/18/2016, signed and sealed by L.David Rice,P.E. "Submitted under NOA#14-0317.04" 2. Statement letters of code conformance to 2010 FBC and of no financial interest issued by Rice Engineering, dated 0 1/17/2014;signed and sealed by L.David Rice,P.E. "Submitted under NOA No. 08-1124.08" 3. Laboratory compliance letter issued by Architectural Testing,.Inc., for Test Reports No. 83748.01-109-18, dated 10/08/2008, signed and sealed by Michael D. Stremmel,P.E. 2. Evidence submitted under NOA# 18-0118.11 A. DRAWINGS 1. Drawing No. NOA2,titled"Steel Utility Set Exhaust and A Series Steel Supply Fans", sheets 1 through 21 of 21, dated 08/25/2008, with revision 5 dated 11/29/2017, prepared by CaptiveAire Systems,Inc.,signed and sealed by Wayne K.Helmila,P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations prepared by Rice Engineering, dated 12/12/2017, signed and sealed by Wayne K.Helmila,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 61' edition (2017)FBC,dated 12/12/2017,i ued by Rice Engineering, signed and sealed by Wayne K.Helmila,P.E. oSlob �zo19 Carlos M.Utrera,P.E. Product Control Examiner NOA No.19-0717.09' Expiration Date:March 4,2024 Approval Date:August 15,2019 E-2 i CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under NOA#19-0130.12 A. DRAWINGS 1. Drawing No. NOA2, titled "Steel Utility Set Exhaust and A Series Steel Supply Fans", sheets 1 through 21 of 21, dated 08/25/2008, with revision 5 dated 11/29/2017, prepared by CaptiveAire Systems, Inc., signed and sealed by Wayne K. Helmila, P.E. on 01/11/2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 6th edition (2017)FBC, dazed 01/11/2019,issued by Rice Engineering, signed and sealed by Wayne K. Helmila,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 19-0717.09 Expiration Date:March 4,2024 Approval Date:August 15,2019 E-3 CaptiveAire Systems,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New evidence submitted A. DRAWINGS 1. Drawing No. NOA2, titled "Steel Utility Set Exhaust and A Series Steel Supply Fans", sheets 1 through 22 of 22, dated 08/25/2008, with revision 6 dated 03/26/2019, prepared by CaptiveAire Systems, Inc, signed and sealed by Wayne K. Helmila, P.E. on 06/06/2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. o��g j�o1y Carlos M.Utrera,P.E. Product Control Examiner NOA No.19-0717.09 Expiration Date:March 4,2024 Approval Date:August 15,2019 .. E-4 Revision History Dimensional Data - Steel Utility Set Exhaust 0 ies riDescription Revised by E 46 Date g TAS-201,202,203 N Perry 1446 6 25 OB 1 Changes Per Dade County N Perry 1446 12/30/08 2 H R E D ImChanges _Iff Perry 2181 11 19 10 ds B 3 Added RE Fan To NOA 2 N Perry 2152 4/27 12 Added SB an o OA2 N erry 2490 10/1413 5 Updated Per FBC2017 J Hess 2997 11 29 17 do C W 6 AClaeaern a ran Drawings ri ® General Notes: so 0 1.This approval is for the structural capacity and impact rating of the exterior A ® housing only,it does not include any interior mechanisum or electrical part. ® 2.These fans have not been wind tested for Wind Driven Rain Test per Florida Building code,TAS100(A)-95. . HT D DESIGN PRESSURE:+30.0/-130,0 PSF LARGE MISSILE IMPACT RESISTANT R E ET GINEERWG 105 Sr-r;v D,mk Treg Urwn!vo.W 54217 Phan.^, 2M171a12 PRODUCT REVISED Fax 01817-i1W. as com lying with the Florid® m'v r-o m HuA No Code Florida :rmhaF-01000C0M NOA No. 19 071T.09 Cetffi I.-ofAuaofkd;an9=1 Explratlon D to 03/04/2024 wayns HelmOa Regis Erin No.19M D Mlam .d, Product Contro 0StKll��//�/// 4\cErv��'�.�9 No. ss0b2 ' FAN MODEL HT(in) A(in) B (in) C (in) D (in) E (in) WEIGHT(Ibs) = _ HRE13 30-15/16 17-3/4 23-1/2 14-3/4- 25-1/2 21-1/2 147 HRE16 34-1/4 18-1/4 29-1/4 17-7/8 29-1/2 25-1/2 204 �' OR10 HRE20 40-1/16 21-3/4 36-3/8 21-1/2 33-7/8 29-1/2 251 1t1U�� HRE24 1 43-5/8 1 21-3/4 1 43-1/4 1 26-1/4 38-3/4 1 34-1/2 1 362 1 JUN 06 2,019 Notes: SEE PAGE 22 FOR ALTERNATE BRANDS 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveAire, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 P Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08034. Paragon g P 800.334.925 1 F 919.227.5994 Material: NIA Part Number:N/A UNess 011i nvte Specified Blank Size: N A x NIA w MACO A Number:N A Dunemi-ein ches. _ Weight: NA s Drawing Name:HRE SERIES StondardTdarancware: M aWAV� Fracflons:Ylri6 am=,�� Drawn B N Pe DecmaL 1IXt.05 __ rawln um enN 2-1 Sheet:l0 22 Ag '0«2015 THE PERFORMANCE COMPANY _— Tex xi Y Rer on History • tl Descrlpflon Re Isedb ECNt e Exploded Material View - Steel Utility Set Exhaust D recnges ei cdeeov203 n ' a '� E Dim anges t►my 2 1/1 e an o e ry 21S2 4/27/12 • 4 Added U55 an lo NOA2 N Perry 2490 10-7FQT3- -T- 13 Updated Per aC Hem 291 1 21 t ern rml row ngs 14 12 4 Item Number Description Material 1 INLET,STL 120.HRP&O 30 2 BAFFLE(NOT SHOWN) 16G.HRP&O 3 BRG SUPPORT(NOT SHOWN) 1-1/2x1-1/2x1/8 ANGLE IRON ® 7 4 MOTOR P'FORM 11G.HRP&O Jr 5 DRIVE FRAME,SIDE RAIL 1.1/2xl-1/2x1/B ANGLE IRON ® 6 VINYL SEAUNG GROMMET-1-711V VINYL 7 VIBRATION ISOLATOR RUBBER 29 I 8 SHROUD,STL 12G.HRP&O 9 HUBPLT A-36 H.R,C.D.STRESS PROOF 6 24 10 BACK PLATE 8G.HRP&O 11 BLADE 10G.HRP&O INX50 20 23 12 DRIVE COVER SIDE 20G.GALV G9D 13 DRIVE COVER TOP 20G.GALV G90 21 22 14 HANDLE 11G.HRP&O 15 CURB BRKT RH,FORMED(NOT SHOWN) 3/16 HRP&O TICE 16 CURB BRKTLH,FORMED 3/16HRP&O 19 31 17 END,OPEN,LASER(NOTSHOWN) 14G.HRPO NGINEEMG 105 .caA Trad 18 END,CLOSED,LASER 14G.HRPO Lvs wal 1%154217 19 SCROLL,FORMED 16G.HRP&O Fa ,a92ub•7 1042 Fax 92g-617•nro 10 1 8 20 MOTOR P'FORM LUG 318 FLAT BAR(HR) r^' ce'R'� 21 DISCONNECTBRKT 12G.HRP&O P&laRmftF-010000DW 11 22 EXHAUST DUCT SIDE 16G.HRP&O Cen mL ofAtlIto 2'� om Way a K HDirr'la 9 23 EXHAUSTDUCTTOP 16G.HRP&O Reg trationN..59092 J 24 EXHAUST DUCT BOTTOM 16G.HRP&O 16 25 BI DRAW FTG(NOT SHOWN) BLACK IRON PIPE 8 26 LIFTING FRAME CAP 12G.HRP&O 32 27 PIVOTBRKTLH 3/16HRP&O *1111111//// 1 28 PIVOTBRKTRH(NOT SHOWN) all 6HRP&O \\ K. 29 DRIVE FRAME,BOTTOM RAIL 1-1/2xl-1/2)c1/8ANGLE IRON ,r-1 �CENg 27 30 SHAFT 1-7116 C1045 HSDF + + 31 CLEANOUT DOOR HOT DIPPED GALV D. 590b2 26 + + + + + + 32 GAS SHOCK WA • PRODUCT REVISED % ST G��` Notes: as co 1ying with the Florida /,O 1O P. �� Bullding Coda / 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. NOA-No. 19-0717.09 CapflveAire, Inc. conunerctat kitchen vent latio /ONAt 2. Tested for areas including high velocity hurricane zones. Expiratlen D 031041202a lII1111tt,1�� 3. Tested under Miami-Dade County Notification number ATI 08034. F 4641 Paragon Park Road,Raleigh,NC 27616 By P BOO.334.925 I F 919.227.5994 UN 0 6 2019 Nllasn a e Product dontm Material. A Part Number.N/A- A Unlen Otherwise Specified — Blank Size. N A x A ACOLA Num er.N/A Dunenvons o e In Inches w _ weight N A s Drawin Name:HRE SERIES StandardTolemncesor.: AV AVN�� CC "� tractions:M. , , Air- ,,Own =— D B : N Pe DecmoC xx..Ds — Dawnn Num er. OA2-2 YM±.O THE PERFORMANCE COMPANY Sheet:2 of 22 Ang'e' -' Revision Hislosy Installation - Steel Utility Set Exhaust b Description Revised E14" e ies ng AS•201, ,2] erry BJ B Changes er a e oun Perry 0 TOP HINGE. HRE li m anges N Perry 2187 19 1 AddedR Fon o OA Perry 2152 4J2712 Added an o A 2 Perry 9 5 e Per 2 Hess 9 2 17 FAN BASE. a ern ran o rawmgs CURB. o _ BOTTOM HINGE. O 0-1 O O �b DETAIL A SCALE 2:17 1 MAX CURB HEIGHT 20" 1. ALL H RE FANS COME WITH A HINGE KIT STANDARD. THE TOP HINGE IS FACTORY INSTALLED.RICE THE BOTTOM HINGE SHOULD BE INSTALLED PER NGIIdEEMG DIRECTIONS PROVIDED WITH HARDWARE. 10 80001cma Trll Ur DDln;ril.wl-A217 PhnoW.U17101.2 2. SECURE FAN BASE TO CURB USING 5/16"-18 X 2" F%n v.rLer aoom 2 ZINC PLATED STEEL SELF DRILLING SCREWS (ELCO Fk id.FftN.F.ut00000 I SEE CURB DRIL-FLEX OR BETTER) THROUGH PRE-PUNCHED C n°KNe1m�'"°'�'°41"90°D 3 o HOLES IN THE FAN BASE.SEE PAGE 4 FOR QTY. MORN°SM SEE CURB INSTALLATION INSTALLATION DETAILS 3. SECURE CURB TO ROOF FRAMING MEMBERS BY DETAILS SEE CURB DRILLING 1/4' DIA PILOT HOLES IN THE CURB 1111111III INSTALLATION FLANGE AT LOCATIONS SHOWN IN THE DIAGRAM. V K. DETAILS SEE PAGE 4 FOR FASTENER TYPE AND QTY. `J3Ir �GENSH ,4,�9 o. 59042 PRODUCT REVISED =* • as Complying with the Florida Building Code Notes: No"o, 19-0717.09 Jv� 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. Expirauon o 03/04/2024 oR1oP 2. Tested for areas including high velocity hurricane zones. By CH4641 Paragon Park Road,Ralnc. commercial eigh,h,NC 276 6tchen a�f 7 TONAL Etl;`�� 3. Tested under Miami-Dade County Notification number ATI 08034. MiamHDa a roduM Control 9 g Ill 1111111�� P 800.334.925 I F 919.227.5994 JUN 0 6 2019 Material: N A Part Number N A Unless OthewizeSpeciOed Ban S¢e: A x N A MACOLA Number N A Dune uomaroin nches. el N/A lbS I Drawing Name:FIRE SERIES stondard Tolerances me; -- kactions:s 1 J16 Drawn B : N Pe Decimal:xx±.05 __ Drawln Number. NOA2-3 XXX±D15 THE PERFORMANCE COMPANY --- S eet:3 of 22 Angles: -1 Revision Hisiory Miami-Dade County - Roof Curb 0 Descrlp01, Revised n ECN#144 Doe es ag AS•20 202,207 N rory 4 e 25 oa Changes Per a CountyPerry 2 ma eryInstallat•on Guide For Model HRE Addedan To NO eny / 52 2 2 4 Added U511Fan To OA2 eery 2490 O1 3 upoonea rer ess _T_ Added Affernadive Brand to Drawings INSTALLATION FASTENER TYPES Fan To Curb Wood(SG=0.42 Min.) Steel (12 Gauge Min.) Concrete (2500 psi Min. Cracked Concrete) Fastener 5/16"-18 x 2"Self Drilling Screw 3/8" Dia.Zinc Plated 1/4"-14 Dril-Flex Self 3/8" Dia. SS Hilti Kwik Bolt (ELCO DRIL-FLEX OR BETTER) Lag Bolt Drilling Screw TZ Expansion Anchor Minimum Thread Penetration N/A 2" 12 Gauge 2" Minimum Edge Distance WA 1-1/2" 3/8" 3" Minimum End Distance N/A 2-5/8" 3/8" 3" Minimum Spacing N/A 1-1/2" 3/4" 6" RICE ENGIATEERING 1 58th ocraekTre Lit enb,ug FVI5421T P o.^.e 9L'f6771042 F 92tI-617.1100 INSTALLATION FASTENER QTY Fl za!ed D&h0 fta 00ge091 NTua d Atb'usitation 990DU Curb to Fan Wood Steel Concrete R iwiionND 5M2 Fan Model Per Side Total Per Side Total Per Side Total Per Side Total H R E 13 3 12 3 12 3 12 3 12 %%N K.IHF',�/��i HRE16 3 12 4 16 4 16 3 12 ��y ��°E"s HRE20 3 12 5 20 4 16 4 16 No. 69092 H R E24 r7 3 12 5 1 20 1 5 20 4 16 SEE PAGE 22 FOR ALTERNATE BRANDS R oP PRODUCT REVISED `S1 \� as COMP with the Florida ///It l ll l t1v \ Building Lode N10"o. 19-0717.09 JUN 0 6 2 319 Exptrotion D� 03/0412024 Notes: By CaptiveAire, Inc. commercial kitchen ventilation 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. Allaml-O.i Product contra 4641 Paragon Park Road,Raleigh,NC27616 2. Tested for areas including high velocity hurricane zones. P 800.334.925 F 919.227.5994 3. Tested under Miami-Dade County Notification number ATI 08034. I Matenal: N A Part Number.N A Unless Othe-izeSpecified an Slze: A x A MACULA Number:N A Dlmensbns are In Inches ` el N A bs Drawn( Name: RE SERIES standard Toeroncesare: AN ArmAw C� rtactlons:ll/16 ff AV r Drawn B N Pe Declmol:JOCt.05 Drawin Number. NO 2-4 Xxx!.015 S eet:4 of 22 Angles: !1 THE PERFORMANCE COMPANY Revision History 9 Description Revised by ECN# Date Dimensional Data - Steel Utility Set Exhaust 3 AddedHERE Fan TogOA2 NPerry 2152 4J 4 Added USBIFanToNOA2 NPerry 2490 101 13 5 Updated Per FBC2017 J ess 299 17 29/17 Addedern a Brands to Drawings General Notes: 1.This approval is for the structural capacity and impact rating of the exterior housing only,it does not include any Interior mechanisum or electrical part. 2.These fans have not been wind tested for Wind Driven Rain Test per Florida Building code,TAS100(A)-95. E FAN MODEL HT(in) A(in) E(in) WEIGHT(Ibs) RE13BD 27 21 49 191 RE13DD 28-1/4 21 42 163 ® ® ® ® ® ® RE15BD 28 24-3/4 54 229 ® ® ® ® ® ® RE15DD 29-3/8 24-3/4 46 198 ® ® ® RE18BD 29-1/2 28 58 264 CI RE18DD 30-7/8 28 51 228 1 NG1NEERING ® ® ® 0 ,e RE20BD 32 28 64 323 105 ,hDJr..rva%Tra0 Lux %'Yy.0SQ17 PAO RE20DD 32 28 56 302 Fox q2-6 9iU$17-1�1i42 t100 RE24BD 36 33 73 414 xm d"4ircom HT Podia Rm.ND.FF01000005091 RE24DD 36 33 1 65 1 389 c4AzaioofAAad=Uon9M SEE PAGE 22 FOR ALTERNATE BRANDS R jitrja M 59092 DESIGN PRESSURE:+100.0/-100.0 PSF LARGE MISSILE IMPACT RESISTANT \��►► lrr////�� . c�� asRcoomptCin with tho Florida 1\yaP� v�G NSF�� i BOA-NDuilding o e' � No. B092 A noa-lan. 19-071 7.os Expiration Mile 03104r2024 rr` Notes: N.. Product Contro 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 2. Tested for areas including high velocity hurricane zones. Ca tiveAire Inc. commercial kitchen ventL 3. Tested under Miami-Dade County Notification number ATI 12024. P + 4641 Paragon Park Road,Raleigh,NC 2761 P BOD.334.925 I F 919.227.5994 JUN 0 6 2019 Material. N A Part Number:N A Unle.01h mlw SpecUled BlankSize:N A x A LA AX Number: A Dimensions arch inches w An Wei : N/A s I Drawing Name:RE SERIES Standard Tolerancesare: rM_— had—fl::.XX±. Drawn B N Pe Dedmd:]U 2A5 Drowina Number. OA2-5 Angles: =J°i`""015 THE PERFORMANCE COMPANY Sheet:5 of 22 Revision History M Descrlplion Revlsed by ECNB Date Exploded Material View - Steel Utility Set Exhaust anges m—C nges erry I ,z30/0 D m anges erry , 19 10 Addedan o erry 2 /2 AddedB an o erry 9 7UW p a e er B ess 14 13 PRODUCT REVISED AddedAlternate brands lo vrowings as complying with the Florida Building Code NOA-No. 19-0717.09 15 a 12 Expiration D 03/0412024 0 By 16 MIamF-0a Product Control ® Rem Number Description Material 1 7 e� ® 1 FAN BASE 16 GA GALVANIZED G90 STEEL 2 SPUN WLET .080110D-0ALUMINUM 1 ® 3 LATCH PLATE 16 GA GALVANIZED G90 STEEL 1 8 I 4 SCROLL HOUSING ASSEMBLY 20 GA ALUMINIZED STEEL'' 11 5 SCROLL SUPPORT RING 518 X 3/4 X 118 GALVANIZED STEEL G90 STEEL 6 WHEEL VENTURI .080 3003-0 ALUMINUM 1 9 7 WHEEL BLADE .080 5052-H32 ALUMINUM 1 O 8 TOP PLATE 12 GA GALVANIZED G90 STEEL 9 LIFTING HANDLE 12 GA GALVANIZED G90 STEEL 20 . 9 10 BEARING PLATE 12 GA GALVANIZED G90 STEEL 11 MOTOR PIVOT PLATE 10 GA GALVANIZED G90 STEEL ��' i 8 12 MOTOR PLATE 12 GA GALVANIZED G90 STEEL EATGINEEcMol RING 22 21 13 MOTOR COVER 20 GA:GALVANIZED G90 STEEL ScWl;Trj 7 14 LOCK PLATE 10 GA GALVANIZED G90 STEEL hone910oii 10d2 15 SUPPORT PLATE RIGHT 12 GA GALVANIZED G90 STEEL Fak 92.F6imi90 6 16 SUPPORT PLATE LEFT 12 GA GALVANIZED G90 STEEL adda umNo.m 'de Fum No,F-0t00CM5081 23 17 SUPPORT END PLATE 10 GA GALVANIZED G90 STEEL EC&GfAujtxLa5rn#= Jr 18 FAN PIVOT PLATE A 10 GA GALVANIZED G90 STEEL ryno Ic Hnlma� 19 FAN PIVOT PLATE B 10 GA GALVANIZED G90 STEEL btraWn No.50M 4 20 WHEEL BLADE TOP 16 GA GALVANIZED G90 STEEL 21 POWER PACK BACK SUPPORT 10 GA GALVANIZED G90 STEEL 3 22 SCROLL SUPPORT 16 GA GALVANIZED G90 STEEL 0 23 GREASE SCOOP 18 GA ALUMINIZED G90 STEEL \\1K SFC�� _ No. 8092 Notes: Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. top, U`��N� 2. Tested for areas including high velocity hurricane zones. CaptiVeAire, Inc. Commercial kitchen Ve 10N L-W1�� 3. Tested under Miami-Dade County Notification number ATI 12024. 4641 Pala On Pat1c Road,aalelgh,NC 27 1 ��llf 1 11 N\\\� P 800.334.925 1 F 919.227.5994 JUN 0 6 2019 Material: I Part Number.NA unlessOthewie3pecirrod Bank Size: N A x N A MACO AX Num er. A Dmenaom are In Inches. A6% AN Weight:N/A Ibs I Drawing Name:RE SERIES StandardTolwFncesase: ;t /f•/� Fractions:xXt ' , r Drawn By' N Pe Oeclmd:xxx.os Drawln Number. OA2-6rz.ols s ee:6 0 22 Angles: -1* THE PERFORMANCE COMPANY Revision History Installation - Steel Utility Set Exhaust 1 Chang esPerr Dade coun by Perry evised E446 12730708 2 H RE Dim Changes N Perry 21m 11 19/lo 3 Added RE Fan To N OA 2 N Perry 2152 27 12 A e USBIFanToN A2 NPerry 2490 101 /33 5 Updated Per FBC2017 J Hess 2997 11/29/17 Addedern ran rawings ` ® 1. SECURE FAN BASE TO CURB USING 5/16"-18 X 2" ZINC PLATED STEEL SELF DRILLING SCREWS (ELCO DRIL-FLEX OR BETTER) THROUGH PRE-PUNCHED MAX CURB HOLES IN THE FAN BASE. SEE PAGE 8 FOR QTY. HEIGHT 20it. 2. SECURE CURB TO ROOF FRAMING MEMBERS BY DRILLING 1/4" DIA PILOT HOLES IN THE CURB FLANGE AT LOCATIONS SHOWN IN THE DIAGRAM. SEE PAGE ICE 8 FOR FASTENER TYPE AND QTY. Nc.2NSEPJNG 10 i Sdmci Crezk Trail Ll,vnbag NA 54317 2 Ph ne9."171042 F- S2rs-1517-1100 w; Awkmcom CeOWeafA�u�'�ron�°soBt ® PRODUCT REVISED 4-k \GENs�e f % bub 9 edolltlo59G92 SEE CURB ellal s IC nnT wllh thn Flor)da s, 9 NOA-No. 19-0717.09 No. 59092 INSTALLATION _* _ �Expiration Da 03/OM2024 DETAILS srAT �� SEE CURB SEE CURB By__ Product Control INSTALLATION INSTALLATION �� 70NAL. DETAILS DETAILS /111I10110 Notes: JUN 0 6 2019 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveAire, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. Raleigh,Park Road,on 3. Tested under Miami-Dade County Notification number AT]12024. 4641 Paragon NC 27616 P 800.334.925 1 F 919.227.5994 Material:N A Parf Number:N A Unless Othenrize Specified Blank S¢e: AXN A MACO A Um er: A Dirnenrionsareintnches. Weight: A s DrawingName:RE SERIES w ��A Standard me: /(♦/� _ Drawn B N Pe Fre6mals:±l7t. � , , r Drawln hum er. NOA2-7 Decimal:.XXiAS Sheet:7 0 22 Angles: 11i°t='015 THE PERFORMANCE COMPANY Revision Hisfory Miami-Dade County - Roof Curb d De' Ran Revised by ECM �e 1 anges f'er a Coua Perry 1 6 12�0/OB Installation Guide For Model RE R Dim Doges erry e R an a A erry 2 1 e Bl Fan NOA2 Perry 10 11 3 a e st tt ess e ernae Dranch to vrawings IJH INSTALLATION FASTENER TYPES Fan To Curb Wood(SG=0.42 Min.) Steel (12 Gauge Min.) Concrete(2500 psi Min. Cracked Concrete) Fastener 5/16"-18 x 2"Self Drilling Screw 3/8" Dia. Zinc Plated 1/4"-14 Dril-Flex Self 3/8" Dia.SS Hilti Kwik Bolt (ELCO DRIL-FLEXOR BETTER) Lag Bolt Drilling Screw lZ Expansion Anchor Minimum Thread Penetration WA 2" 12 Gauge 2" Minimum Edge Distance WA 1-1/2" 3/8" 3" Minimum End Distance N/A 2-5/8" 3/9, 3" Minimum Spacing WA 1-1/2" 3/4" 6" INSTALLATION FASTENER QTY RIGS. Curb to Fan Wood Steel Concrete NG192-3ERING 10°S Aaol DeO Tal Fan Model Per Side Total Per Side Total Per Side Total Per Side Total Lin Ay'NrI?2 Pt .a 78C�biT 5421 00 RE13BD 3 12 4 16 4 16 3 12 PWV n�k..00m R E 13DD 3 12 3 12 3 12 3 12 n d=le cl!to P lzabonosoet Cet caataotAuttrodtatimri9M Wz rssKHeIrds R E 15BD 3 12 4 16 4 16 3 12 ae 6on Po.59092 RE15DD 3 12 4 16 3 12 3 12 RE18BD 3 12 4 16 4 16 3 12 � sit RE18DD 3 12 4 16 4 16 3 12 No. 59092 / RE20BD 3 12 5 20 4 16 4 16 - • PRODUCT REVISED r 7A as complying lyingCod with the Florida NOA-Ho. 19-0717.09 RE20DD 3 12 4 16 4 16 3 12 Esspira8oa D e o31041202a R E24BD 3 12 5 20 5 20 4 16 �oNAL ti4• �\1 By _ � 11l1111% 671asnF-Da Pro sect Central RE24DD 3 12 5 20 5 20 4 16 JUN 0 6 2019 SEE PAGE 22 FOR ALTERNATE BRANDS Notes: CaptiveAlre, Inc.commercial kitchen ventilation l. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 4641 Paragon Park Road,Raleigh,NC 27616 2. Tested for areas.including high velocity hurricane zones. P 600.334,925 I F 919.22T.5994 3. Tested under Miami-Dade County Notification number ATI 08034. . Matenal: N A Part Number N A UNessOthewze5peclfied Blan S¢e: N A X A MACOLA Number., A Dimansorvaeinlnches. w _ �-� L- ei : N/A IbS Drawin Name:RESERIES Standard Tolerances are: _ DNA! Fractlonr.il/16 Drawn B N A Decumal:.xxt.os Drawin Number. OA2-8 .xxxt.als Sheet: 0 22 Anaes: tl' THE PERFORMANCE COMPANY Revision History Dimensional Data - Steel Utility Set Exhaust # Descri lion Revised by ECN# Date 1 Changes Per Dade County N Perry 1446 12l30/08 2 HRE DlmChanges N Perry 2181 11/19/10 D 3 Added RE Fan To NOA 2 N Perry 2152 4/27/12 Added USBIFan To NOA2 N Perry 2490 10/14/13 5 Updated Per FBC 2017 J Hess Z997 11/29/17 Addedern a ran s o r rigs FAN MODEL AU(in) D(In) K(in) WEIGHT Vbs) B110 23-5/8 11-5/16 13-3/16 90 ° B112 30.1/16 13 16.9/16 165 B113 30-13/16 14-3/8 16-9/16 170 B115 31-13/16 15-3/4 16.9/16 180 B116 34-11 16 17-5/8 16.7/16 200 B118 35-13/16 19-3/8 1 16-9/16 220 ° B120 42-15116 21-1/4 1 25-1/4 405 B122 44-3/8 23-5/8 1 25-1/4 430 8124 49-13/16 26 29.15/16 500 AU 6127 51-7/16 28-5/8 28-15/16 525 D 8130 64-11/16 31-314 43-3/8 800 R ICE 8133 1 65-5/8 34-7/8 43-3/8 875 E.GINEERLIVG 105 00l Croek 7ra11 B136 68-13/16 38-5/8 43.3/8 915 Urren burg.W154217 CB10 23-1/2 8-1/4 13 60 Phon 920-617 1D42 Fes 920-517-1100 CB12 24-1/16 13-1/8 1 16 110 waxi osahawm PRODUCT REVISED CB15 29-1/8 16-1/8 1 19 140 1 Florid Firm No.F-010DOMBI as complying with the Florida -1/2 19-9/16 22-5/8 210 W of Aulhorlwtim d9096 Building Code C818 35 Wayrw K Hdals NOA-No. 19-0717.D9 CB20 38-7/8 21-7/16 22-5/8 250 Nr1.59092 Expiration O e 03/04/2024 CB22 42-7/8 23-13/16 26- 8 320 By CB24 49-9/16 26.3/16 26-1/8 380 Mbml-aa product Contra]K CB27 52 29 30-3/8 450 C830 59-1/4 32-3/16 39 750 \\\\\�tti1, CB36 71-3/8 39-1/8 47 1 990 \\ k\yE DESIGN PRESSURE:+30.0/-130.0PSF U51100 20-11/16 11-1/4 9-1/16 99 yP �� E"'SF''t9�� LARGE MISSILE IMPACT RESISTANT U51137. 27-3/8 1-/8 12./8 N0. 59092 U51161 32-1J4 18-1J8 15-1 203/8 203 U51200 1 38-3/4 22-3/8 15-1/2 237 r General Notes: US1245 48-9/16 27-3/8 18-1/2 375 ��C+ S �i 1.This approval is for the structural capacity and impact rating of the exterior US 56-5/8 33-7J16 USI270 46-3/8 30-1/8 18-1/2 383 21-3/4 585 /7 1pA L housing only;it does not include any interior mechanisum or electrical part. 111111111% 592 2.These fans have not been wind tested for Wind Driven Rain Test per Florida U51365 62-3/4 40-5/4 21-3/4 714 Building code,TAS100(A)-95. U51365 62-3/4 40 5/8 22-3/8 714 J0N 0 6 2019 SEE PAGE 22 FOR ALTERNATE BRANDS Notes: 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveAire, Inc.cornmem-W kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number AT]08034. P 800.334.925 1 F 919.227.5994 Material: A I Part Number.N/A UnlessOtheiwu pe lead Blan Size: N A x N A MAC LA Number:N A eimenslonsareln ncahes, w _ r-m �— Wel ht: A Ibs Drawls Name:BI CB USI SERIES Standard tolerances are: ir kc0ons:t _ = Drawn B N Pe Deecimal:xX±.%t.05 0 , I V_ Drawlnq Number. NOA2-9 XXX±.015 S eat:9 e%t 22 Angles: 21 THE PERFORMANCE COMPANY Revision History # Description Revised h ECN# Date Exploded Material View - Steel Utility Set Exhaust D TestingTAS-201,22, 03 NPerry , 6 8/25/08 1 Changes Per Dade County N Perry 1446 1 30 OB 2 HRE DimChanges N P erry 21B1 11 9 1i 3 Added E Fan To N OA 2 N Perry 2152 4 2 12 28 4 Added USB Fan To NOA2 N Perry 2490 10 1 13 5 Updated Per FBC2017 J Hess 2997 11/29/17 29 W—I Added Alternate Bran s raw gs 3061 15 25 Item Number Description Material 1 BACK PANEL 11 G.HRP&O A 2 CAB SIDE 11G.HRP&O 24 3 BRG SUPPT/INNER 11 G.HRP&O 4 BRG SUPPT/OLT'ER FRAME 110.HRP&O 5 BRG SUPPT/OUrER FRAME 11G.HRP&O / 12 1 6 STRTH ANGLE(NOT SHOWN 2X2XI/BANGLE IRON 7 MOTOR PTORM BASE 3/16 HRP&O 30 16 8 MOTOR SLIDE RAIL 1IG.HRP&O 9 SCROLL,FLG SIDE 16G.HRP&O 32 17 34 10 SCROLL,BTM SIDE ' 16G.HRP&O 21 • 11 END OPEN,LASER 14G.HRP&O 12 END CLOSEO,LASER 14G.HRP&O • r 13 BI DRAIN FTG(NOT SHOWN) BLACK IRON PIPE Y/"'� 20 14 ALUM SHAFT SLEEVE(NOT SHOWN) 3116ALUM v Q 15 SHAFT C1045 HSDF EN 1 G NEERING Trail n 16 SHROUD,ALUM 5052-H32 ALUM • L amtu:ii.%Ih54217 • 17 HUBPLATE ALUM 2024-T351 ALUM n992"171042 / • F QM17.1100 • 18 BACKPLATE 1/4G 5052-Fti2 ALUM 7rxr66;naGOm 19 BLADE 3/16G 5052-H32 ALUM F N . 20 INLET,STL 12G.HRP&O 'a Ram No.F-0100000,°061 j 21 COLLAR-INLET 12G.HRP&O neK.oflmlia vaG°n°'90A7 ayne K Helmlta • 22 BAFFLE LASER 140.HRP&O P vistration No.59M 4 23 LEG 11G.HRP&O 24 DISCH FLNG HORZ 12G.HRP&O 25 DISCH FLNG VERT 12G.HRP&O 3 r1 • • 26 9212 SDE DISCH.FLANGE(NOT SHOWN) IBG.G90 8 10 19 20G.G90 29 CAB COVER TOP SIDE LH CAB COVERTOP(NOT SHOWN) 20G.G90 \�\\� IKIINF��/, 29 CAB COVER TOP SIDE RH 2OG.090 Q'� C E NS Zj 30 CAB COVER BTM SIDE RH 2OG.090 5 9 18 31 CAB COVER BTM SIDE LH(NOT SHOWN) 20G.G90 No. 59092 7 22 32 CAB COVER BACK 20G.G90 _ t 2 33 HANDLE BPS(NOT SHOWN) 110.HRP&O TA ti 34 CLEANOUT DOOR 16G.HRP&O Q 23 PRODUCT REVISED //�NAt as complying with the Florida f/I I{111� Building Coda Notes: No"o. 19-0717.09 JU 06 2019 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. FxPlraUon o 03/0412024 CaptiveAlre, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Paris Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08034. By P 800.334.925 F 919.227.5994 Miami-0-" Product Control Ma ena: N A Part Number.N/A Unless 91herwize specified Bank Size: N A X N A COL Um er. A Dlme uions o e in Inches. w Wel ht: AI s Drawing Name:Bl CB l U5115t:WIES slandardloleroncesare: MV /0I� � �... — Fractiom:tV16 r Drawn B N Pe Declmal:.XXiAS ` . w- _ Drawln Num er. oA2- o 7O"='015 _— $ ee: 10 0 : 22 Angles: _1' THE PERFORMANCE COMPANY Revision History 9 Descrlp0on Revised by ECNN ate Installation - Steel Utility Set Exhaust 1 Changes Per a g e-c-ou-F V— NPerry 7 446 1 2/30/08I-97i m angel erry 81 119 0 e R Fan o OA2 Perry 2 2 Added S8 an To NOA2Perry 2 90 _WW17 Updoled Per ess AddedAfternalle brands to Drowings VERTICAL SUPPORT. DETAIL A 2 SCALE 1 :5 • o 5/16-18 X 1 1/2'SELF DRILLING SCREWS WASHERS USED WITH 5/16-18 HARDWARE. STEEL ZINC PLATED,2 PCS'S PER ISOLATOR. a RAIL. 1.LOCATE VIBRATION LATORS AS 1 MAX RAIL NEEDED ON HE RAIL CENTER ON HE `�-- HEIGHT 10" RAIL AND SECURE WITH 5/16-18 X 1 1/7' Cry SELF DRILLING SCREWS AND APPROPRIATE' r4'GZNEERING SIZED WASHERS ALL HARDWARE SHOULD BE tos. Gee&7ra0 A STEEL ZINC PLATED. Lure n nbsa.V54217 3 !-1 Phu921M171042 V -612.THE VIBRATION ISOLATOR IS BOLTED TO Fay ca-mc 1100 SUBMITTAL THE FAN PER THE INSTRUCTION GUIDE FWC 3 Firm No.F-0100D0p5Dd1 SUPPLIED WITH THE ISOLATOR. °�oa>saraP.1 mtotasDDo K NeOc'1ala No.5= 0 3.SECURE RAIL TO ROOF FRAMING SEE RAIL PER SUBMITTAL MEMBERS BY DRILLING 1/4"DIA PILOT HOLES IN THE RAIL FLANGE AT LOCATIONS SUBMITTAL DRAWING INSTALLATION SHOWN IN'THE DIAGRAM.SEE PAGE 12 FOR ��Illl lil// DETAILS FASTENER TYPE AND QTY. \��ati K. yF��////� CENTERED TYP SEE RAIL . PRODUCT REVISED �� \°E sFM¢9�� .9 eomp7 a with the Florida INSTALLATION NOtA-No 19-0717.09 * No. 5 092 DETAILS SEE RAIL Explratlon Dat 03/0412024 INSTALLATION By ��o �Ir DETAILS Mines a e re as torstrel Notes:Tested otes:Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CaptiveAlre, Inc, commercial kitchen ventilatio ///II I11I��\, 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 JUN 06 2019 3. Tested under Miami-Dade County Notification number AT]08034. P 600.334.925 1 F 919.227.5994 Material: N/A I Part Number:N A UNessOthewxeSped°ed Dimensions cre In Inches. w r-■ .' Bran Stze: N A x NIA ACOLA um er: A Weight: N s Drawing Name:BI B.U51.SERIES Standard Tolerances are: D0oro:_ , , r — Drawn B : N Pe acBctions:±1/1 X±6 __ Drowin Num er.. NOA2-11 :'0`='015 THE PERFORMANCE COMPANY _— eet:11 0 22 Mgte:: _1 Revision 111siory p Descd Non Revised ECN# Miami-Dade County - Roof Curb angn a eCaan ty y D m anges Perry a Installation Guide For Model BI, CB, USI 4 e Fan T D Perry 2 2 ,�7,z A e an o O erry 2470 Updoloa Pertbuxull "es; ZVVr Addederne a Orands to Drawings INSTALLATION FASTENER TYPES Wood(SG=0.42 Min.) Steel(12 Gauge Min.) Concrete(2500 psi Min. Cracked Concrete) Fastener 3/8"Dia.Zinc Plated Lag Bolt 1/4"-14 Dril-Flex Self 3/8" Dia.SS Hilt!Kwik Drilling Screw Bolt TZ Expansion Anchor Minimum Thread Penetration 2" 12 Gauge 2,5/16" Minimum Edge Distance 1-1/2" 3/8" 3" Minimum End Distance 2-5/8" 3/8.1 1 4" Minimum Spacing 1-1/2" 3/4" 12" INSTALLATION FASTENER QTY INSTALLATION FASTENER QTY Wood Steel Concrete Wood I Steel Concrete Fan Model Long Side Short Side Total Long Side Short Side Total Long Side Short Side Total Fan Model Long Side Short Side Total Long Side Short Side Total Long Side Short Side Total BI10 2 1 6 2 1 6 2 1 6 CBID 2 1 6 2 1 6 2 1 6 BI12 2 1 6 2 1 6 2 1 6 CB12 2 1 6 2 1 6 2 1 6 BI13 2 1 6 2 1 6 2 1 6 CB15 2 1 6 2 1 6 2 1 6 BI15 2 1 6 2 1 6 2 1 6 CB18 2 1 6 2 1 6 2 1 6 BI16 3 1 8 2 1 6 2 1 6 CB20 3 1 B 2 1 6 2 1 6 BI18 3 1 8 2 1 6 2 1 6 CB22 3 1 B 1 2 1 1 6 2 1 6 CB24 3 1 B 1 3 1 8 3 1 8 BI20 4 1 10 3 i 8 3 1 8 C827 4 1 10. 3 .1 8 3 1 8 BI22 4 1 10 3 1 8 3 1 8 C830 5 1 12 3 1 8 4 1 10 ENGIPIEERING B124 4 1 10 3 1 8 3 1 8 CB36 7 1 16 4 1 10 5 1 12 1 Xe i'=aGe5 L Feri'LUN�. E4217C217 BI27 4 1 10 3 1 8 3 1 1 8 USI100 2 1 6 2 1 6 2 1 6 ptone 92d4,17IrQ) F x M617.1100 B130 6 1 14 4 1 10 1 5 1 112 USI137 2 1 6 2 1 6 2 1 6 V1 vancemcom B133 6 1 14 4 1 10 1 5 1 12 U51161 2 1 6 2 1 6 2 1 6 F)Me Firm No.F-Oik-OGMI US1200 3 1 8 3 1 8 3 1 8 C nkvw of AAMINUon 9M BI36 6 1 14 1 4 1 10 1 5 1 V 3yneKftnile USI245 4 1 10 4 1 10 3 1 8 R 61aNws No.69,^r92 PRODUCT REVISED US1270 5 1 12 4 1 10 4 1 10 as comp)ying with the Florida US1300 6 1 14 5 1 12 5 1 12 Building Corse NOA-No. 19-0717.09 US1330 6 1 14 5 1 12 5 1 12 USI365 7 1 16 6 1 14 5 1 12 Expiration oa 0310412024 Br SEE PAGE22 FOR ALTERNATE BRANDS �� aEN 4't" MIom4-Oaft Product Control Notes: CaptiveAlre, Inc. commercial kitchen ven6latIQ o. 59ob2 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 4641 Paragon Park Road,Raleigh,NC 27616 - 2. Tested for areas including high velocity humcane zones. P 800.334.925 F 919.227.5994 3. Tested under Miami-Dade County Notification number ATI 08034. a Material: A I Part Number N/A UNessO,he Iw Fecined Ban S¢e: N A x A MACO A Number: A Dimeruo sareinlnches, w _ r/� �- e1 ht: N s Drawin Name:Bl CB USI SERIES Standard Tolerances are: W MF W� �� /ONAL \\ Fraclions:_I/16 " �' /Jl�il1i11``` Drawn B N Pe Dedmd:.%XLos Drawin Num er: NOA2-12 .XX7C2.01s Angles: 31' THE PERFORMANCE COMPANY _— JUN 0 6 2019 S ee:12 0 22 Rev s on History # Description Revised by ECN# I Date 1 Changes Per Dade Count/ N Perry 1446 12 30 OB Dimensional Data - Steel Utility Set Exhaust 2 HREDimChanges Perry 2181 11/1910 3 Added RE Fan To NCA 2 erry 2 52 27 12 AddedUSBI Fan To NOA 2 N Perry 2490 10 14 13 5 Up ate Per FBC201 J Hess 2997 11 2 /17 D Addedern a Brands to Drawings General Notes: 1.This approval is for the structural capacity and impact rating of the exterior housing only;it does not include any interior mechanisum or electrical part. 2.These fans have not been wind tested for Wind Driven Rain Test per Florida Building code,TAS100(A)-95, a a FAN MODEL AU(in) D(in) K(in) WEIGHT(lbs) US13111 27-1/8 12 17-5/8 165 USB113 31-3/8 14 19-5/8 190 USB115 35-3/4 16-3/8 22 235 .R CE AU USBI18 42-1/8 19-1/2 26-1/4 318 10,sNwG� 'rrd miftUSBI20 47-7/8 21-1/2 27-7/8 373 � 92.1$i71042 Ptr. Fe,: GV-617.1100 USB124 56-3/8 25-3/4 34-7/8 684 V "cti-mc.=r, 8 32 41-5/8 999 F d 1901Au wn F-0ntio 5981 USBI30 61-7 / ce.r�aa USB136 69-1/4 38-5/8 47-3/8 1280 w suestie la5M SEE PAGE 22 FOR ALTERNATE BRANDS DESIGN PRESSURE:+112.5/-112.5 PSF \` K tN //�/ _..... ........... .. .. .. .. ... . ........ `. ti LARGE MISSILE IMPACT RESISTANT \c Na PRODUCT REVI3ED No. 19D92 Bul to PI ingewlth the Florldq = no K NOA-No. CCoodd 19-0717.09 r s : Expiration vale 03104/2024By Axrz;� Notes: FaIMm o ro uc contso /� /pA L 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 2. Tested for areas including high velocity humcane zones. CaptiveAire, Inc. commerc€a!kitchen ventilation 3. Tested under Miami-Dade County Notification number AT]08034. 4641 Paragon Park Road,Raleigh,NC 27616 JUN 0 6 2019 P 800.334,9251 F 919.227.599-4 Material: N/A Part Num er.Nu A UNevOlhervAze3rcored � _. an Size: A X ACO A A m er. A Dimensions mein Inches. _ el A 5 Drawing Name:USBISERIES Standard Tolerances are: AV Alf NArAM CONFIDENTIAL Fraa,lan_1,16 r-== _ Drown B : N Pe Decimal:Mt.05 Parent Assem NOA2-13 .xxxs.ols Sheet,13 0 22 Angles' 21' THE PERFORMANCE COMPANY Revision History # Description Revised by ECN# Date Exploded Material View - Steel Utility Set Exhaust 1 C onaesPerDadeCounty N erry 1446 1230/08 2 HR9 Dim Changes Perry 2181 11/19 10 3 A e REFanToNOA2 Perry 2152 2712 4 Added SBI Fan To OA Perry 2 90 101 3 ate PerFBC 0 7 ess 299 —TITHTfT 3 24 23 AddedAlternate Brands o raw ngs 5 Item Number Description Material 2 15 1 SCROLL ACCESS DOOR 16 GA GALV 2 WRAPPER 20 GA ALUMINIZED 14 3 SCROLL BOTTOM 16 GA ALUMINIZED 1 13 4 SCROLL TOP 18 GA ALUMINIZED 22 5 DISCHARGE COVER 20 GA GALV 6 INLETANGLE RING 2X2X1/8 ANGLE IRON ` 7 WHEEL INLET .080 1100-0 ALUM 8 INLET SUPPORT RING 14 GA GALV '4 i 9 FRONT SCROLL SUPPORT 12 GA GALV 10 SIDE RAIL 12 GA GALV 4 t 11 VERTICAL SUPPORT 14 GA GALV .'Q? 12 BEARING PLATE SUPPORT 14 GA GALV ,Z 13 TOP SUPPPORT PLATE 14 GA GALV 14 INSIDE SUPPORT 12 GA GALV 2 20 15 BEARING PLATE 12 GA GALV 16 LEFT SIDE MOTOR PLATE 12 GA GALV Lp/Li1VRPffG (� 17 END CAP PLATE 12 GA GALV 1 Bdtcoi C:se:,Tril 18 RIGHT SIDE MOTOR PLATE 12 GA GALV naw io-oil io43 19 MOTOR PLATE 10 GA GALV 9z0or7-1100 6 18 20 MOTOR COVER SIDE 20 GA GALV .mac a m riaa Flan No.F-0100D005001 21 MOTOR COVER BOTTOM 20 GA GALV ftkiectAutlmt1TatraL'9090 8 27 7 22 MOTOR COVER ACCESS DOOR 2D GA GALV Ynalt tiel 5 tQstredat Na 59092 9 23 MOTOR COVER TOP FRONT 2D GA GALV 0 26 24 MOTOR COVER TOP 20 GA GALV PRODUCT REVISED 6 25 WHEEL BLADE BOTTOM .080 ALUM 3003-0 oo complying with the norlde 26 WHEEL PRIMARY BLADE .080 ALUM 5052-H32 \ NOA-Ho.liding c�o 19-0717.09 25 Y. HF4y�//// 27 WHEEL BLADE TOP 16 GA GALV Escpiration oat 03/04/2024 \C E NSF By DESIGN PRESSURE:+112.5/-112.5 PSF Zr o. sso®z Miami-Dad Product Control . .. .-._.- . ..,... .. .- .. ...-.. .. . =*. r Notes: LARGE MISSILE IMPACT RESISTANT sT 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TA5203. % O 2. Tested for areas including high velocity hurricane zones. CaptiveAke, Inc. commercial kitchen ventilati� 3. Tested under MiamkDade County Notification number ATI 08034. 4641 Paragon Park Road,Raleigh,NC 27 TONAL P 800.334.9251 F 919.227.5994 /111{I11111 Ma ena: A Part Number:N A WenOthenAxeSpeciFled � � JUN 06 .2019 Blank Size. N A x A MACO AX Num er. A otrnen,1 ore In Inches. w Wei-grit:NA Ibs I Drowin Name:USBISERIE5 Stonda olerancesare; MN MM�A CONFIDENTIAL kxlians:iXX± ��__-__ Drawn Pe oecimat:.xxs.os Palen Assem OA2-1 xxxx.ats S ee:14 of 22 ^"g1eS _' THE PERFORMANCE COMPANY Installation Description Steel Utility Set Exhaust Revision story 9 Revlsedlsy ECNN Date 1 Changes Per Da a County N Perry 1 12/30 OB m angel erry Addedan o erry 1 Addedan To NOA2 N Perry ----Up-ff@5d Per C ess 9 29 AC1aeCl Alternate brand to Drawings SIDE RAIL RAIL. 5/16-18 X 1 1/2"SELF DRILLING SCREWS WASHERS USED WITH 5/16-18 HARDWARE, r. STEEL ZINC PLATED,2 PCS'S PER ISOLATOR. CENTERED TYP. o � f MAX RAIL v v s o SUBMITTAL �DETA i �. SC HEIGHT 10 ALE 1 :8SUBMITTAL 1. LOCATE VIBRATION ISOLATORS AS ea NEEDED ON THE RAIL CENTER ON THE PICE RAIL AND SECURE WITH 5/16-18 X 1 1/2" 1 1VGlNEBRING SELF DRILLING SCREWS AND APPROPRIATE 105 rrxlCrca Trill ° SIZED WASHERS ALL HARDWARE SHOULD BE v� 9m:ei 1 4217 1042 STEEL ZINC PLATED. Fax 92W17-1100 Ym aee-inawn CENTERED 1 2.THE VIBRATION ISOLATOR IS BOLTED TO aFmn No.F-010=5091 Carll feofAtMx-tmLwrSt80a0 TYP. SUBMITTAL S_UPPLIEDTHE FAN PER THE WITH THE ISOLATOR. GUIDE we!trrationNo.5s09Y 3 SEE RAIL INSTALLATION 3.SECURE RAIL TO ROOF FRAMING SEE RAIL MEMBERS BY DRILLING 1/4"DIA PILOT INSTALLATION DETAILS HOLES IN THE RAIL FLANGE AT LOCATIONS SHOWN IN THE DIAGRAM.SEE PAGE 16 FOR ti�p� �� EMsc' DETAILS PRODUCT REVISED FASTENER TYPE AND QTY. �' 9 as eompl In with the Florida .� No 59002 SEE RAIL Noji-Building�a�e _* NDA-No. 79-0717.09 �. A INSTALLATION DETAILS FxplratlonDa 03/04/2024 i rum By i��'O pR10P �� mlami-Da a Product Con / / NAL er- \��\ Notes: /ZZ/! 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CapMeAlre, Inc. commercial kitchen verltilatlon JUN 0 6 2019 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08034. P 800.334.925 1 F 919.227.5994 Material: N/A Part Nu ber:N A unlessothewzespedlled Blank Size: AX A MACOLAAXNV e:NA Dime onscreintnchas. w _ �`� Weight A 1bS I Drawing Name:USBISERIES Standard Tolerancesom: � /fi/� CONFIDENTIAL Fraations:_01 . , r Drawn N Pe Daamci:.Xx 0s Parent sse b OA2-15 xxxi.ols Sheet:is of 22 ^na' 31' THE PERFORMANCE COMPANY _— e son History Y Desolation Redsedb ECNB Date Miami-Dade County - Roof Curb 1 Changes Per Dade Coun Perry 1 6 12 O08 a Dim FaoToNA4 P Perry ry 96 2 Installation Guide For Model USBI 9 e rnr o Perry p er ass e ern a ran r ngs INSTALLATION FASTENER TYPES Wood (SG : 0.42 Min.) Steel (12 Gauge Min.) Concrete (2500 psi Min. Cracked Concrete) Fastener 3/8" Dia, Zinc Plated Lag Bolt 1/4"-14 Dril-Flex Self 3/8" Dia. SS Hilti Kwik Drilling Screw Bolt TZ Expansion Anchor Minimum Thread Penetration 2-5/16" 12 Gauge 2-5/16 Minimum Edge Distance 1-1/2" 3/8" 3" Minimum End Distance 2-5/8" 3/8" 4" Minimum Spacing 1-1/2" 3/4" 7" C,FI INSTALLATION FASTENER QTY 105 hoCre04TW G Lim iDu�ry.W151217 Wood SteelConcrete PM 020O10Q 7-1100 Fan Model Long Side Short Side Total Long Side Short Side Tota Long Side S ort Si a Tota Fax 0 cemc.cm(.cam rn FlDd Firm Pia F-01000005081 U S B 111 2 1 6 2 1 6 2 1 6 CerftaleclAuftrizaganOM Way K 1-191n la USBI13 2 1 6 2 1 6 2 1 6 all,"n'OM USBI15 2 1 . 6 2 1 6 2 1 6 U SBI18 3 1 8 2 1 6 3 1 8 USB120 3 1 8 2 1 6 4 1 10 `��°E No. 002 USBI24 4 1 10 3 1 8 5 1 12 -* _ sT a U S B130 4 1 10 3 1 8 6 1 14 U S BI36 5 1 12 3 1 8 7 1 16 ►oN SEE PAGE 22 FOR ALTERNATE BRANDS PRODUCT REVISED as complying with the Florida BWrding Code JUN 0 6 2919 Notes: NOA-No. 19-0717.09 CaptiveAlre, Inc. commercial kitchen ventilation 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. Expiration O to 031D412024 4641 Paragon Park Road,Raleigh,NC 27616 2. Tested for areas.including high velocity hurricane zones. } 3. Tested under Miami-Dade County Notification number ATI 08034. Nlia a Productn ro P 800.334.925 I F 919.227.5994 Matena: N A Part Number:N A Unl s OtherwkeSpecllied Bank Stze; A X A MACOLA NUm er:N A Dimensions a e In Inches. A �fi♦A /' C et NIA lbs rawtn ame:USBISERIES Standard r.11/1Tolerances am: ��`= — Fraclionr,i1/16 Drawn B N Pe Declmol:.XXi.a5 — L)ravAn-q NumilipNOA2-1 loocz.ors ,Sheet:16 of 22 Angles: =t' THE PERFORMANCE COMPANY Re sonHISUYTY ate- Dimensional Data - A Series Steel Supply Fans ✓f EDIMBe'Cr hn Revised by ECBI 19 aangel erry 1 19 10 Addedan TO NUA N retry General Notes: an o erry 9 Updated Per em 1.This approval is for the structural capacity and Impact rating of the exterior 6 Added Pirernate lironaa to urawirigs housing only;it does not include any interior mechanisum or electrical part. 2.These fans have not been wind tested for Wind Driven Rain Test per Florida HOUSING SIZE WEIGHT{ibsj LENGTH In WIDTH in HEIGHT(In)Building code,TAS 100(A)-45. 1 761 2 27 3 8 26 250 ... � 2 93 3 4 37318 33 25 - / MODULAR 3 96 3 4 413 8 5 38 - 25 4 140 916 48 716 4618 +945 5 1145 9 16 59 3 16 53 8 1330 1.D 1183 4 273 8 26' 595 24 136 373 8 33 810 DIRECTFIREO 3.0 139 413 8 38 975 4.1) 1947 8 48 7 16 46118 1635 5.1) 199 7 8 59 3 16 53118 2160 10E 11834 2738 26 550 LE 136 37 3 8 33 805 ELECTRIC 3.E 139 413 8 38 975 1�I{'771V. F.RFIYG 4.E 1947 8 48 7 I6 461/8 1565 106 WONcrack TraB L OLw9 R154217 PRODUCT REVISED S.E 1997 8 59 3 16 53 8 2170 Frio oO-8t71042 '+ ■a eompl togg with the Florida 1.I 1491 3611 ifi 48 314 125 Feu 8208t7.1100 ..a NOA- o�odi INDIRECT 2.1 1723 8 5211 16 52 3 4 1315 �+ '•riCoanacan NOA No. 19-0777.09 3d 210 7 8 5211116 54 318 1995 a Finn Pb.FA10000050p1 expiration Pa 0310412024 1 577 8 26 26 220 Csr tk�eofhlh lID9°°om STANDARD R 9 iC H NO& By 2 691 a 36 35 290 RegstraUonNo.69092 — Miam ■ ro uc ControlSEE PAGE 22 FOR ALTERNATE BRANDS C No. 59D92 �# r C Ca i SJONAL j!!i!I II1 lil�l JUN 0 B 2119 WIND PRESSURES DESIGN PRESSURE:+30.0/-130.0 PSF FROM THE . . . STRUCTURAL LARGE MISSILE IMPACT RESISTANT DRAWINGS: Notes: 1,11.0/-25.0 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. GaptiveAlre, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4ta41 Paragon Park Road,Raleigh,NC 276i 6 1Tested under Miorni-Dade County Notification number AT]08034. P 800.334.9251 F 919.227.5994 Material: N/A Part Number:N/A uNess omo wlze specmea Ban tze: N4A x N/A MACO um er 11 A atmensonsorolntuhes. AM Weight: A s Drawl Name PP Xt.0 Standard 14ncesore: LogWi Ar Aff w� =- FracRons;s11 Drawn Pe Decimal:JUS3..05 » um er. A - '700ft'01$ THE PERFORMANCE COMPANY Sheet: : 0 22 Anglert'' Revision History # Description Revised by ECN# I Date Materials - A Series Steel Supply Fans 1 -Changes Per Da e County N Perry 1446 123008 2 HRE D m Changes N Perry 2181 19 10 3 Added RE Fan To NCIA2 N Perry 2152 27 12 Added 56 Fan To O 2 erry 0 10 14 13 15 5 Updated Per FBC 2017 J HesF 2997 11 29 7 AddedAlternate brands o raw ngs 12 14 Item Number Description Material 6 13 1 End Flashing 18 Ga Galvanized G90 19 2 Main Rail 12 Ga Galvanized G90 3 Bottom 18Ga Galvanized G90 4 Bottom Side 18 Ga Galvanized G90 2� 1 16 5 Horizontal Support 10 Ga Galvanized G90 6 Discharge Cap 18 Ga Galvanized G90 22 7 Door Hook Back 18 Ga Galvanized G90 8 Door Hook Front 18 Ga Galvanized G90 24 9 DourCup 18 Ga Galvanized G90 RICE 10 Right Front Post 18 Ga Galvanized G90 N NGGMEEPJ 25 11 Left Front Post 18 Ga Galvanized G90 105 doNCreel,Trrn 12 Lid 18 Ga Galvanized G90 L1r a hu Ph 5i'Vs 7 r0.P+15g21710G2 13 Drip Rail 18 Ga Galvanized G90 Fax 9M17-1100 14 Door Su ort 18 Ga Galvanized G90 tin vFomdca-vi oom 15 Lid Support 14GaGalvanizedG9D F aFnmNo.F010000(a0N 28 Cet' ol[W oriza§or1 OW 16 Back 18 Ga Galvanized G90 W KlnNo. 1$ Reg'oation Ns.59092 26 17 Door 18 Ga Galvanized G90 18 Back Door 18 Ga Galvanized G90 23 17 19 Blower Steel 20 AwningTop 18 Ga Galvanized G90 27 21 2 21 Awning Right Side 18 Ga Galvanized G90 `\\\ a 1 K. 22 Awning Left Side 18 Ga Galvanized G90 N y!^ aE NSF �C9 i 10 5 7 23 AwningBottom IS Ga Galvanized G90 PRODUCT REVISED o. 69D82 as comp)yIng wlth the Florida 24 Awning Middle 18 Ga Galvanized G90 Building Cosle 25 Awning Outside Rail 18 Ga Galvanized G90 T .-No. 19-0717.09 1 26 Awning Rain Guard 18 Ga Galvanized G90 ExpirationData,03/0412024 8 4 27 Awning Rail Spports 18 Ga Galvanized G90 miam no a Product Control 28 20 X 25 X 2 Filters Aluminum Mesh 7 ONjl 111��\\ Notes: JUN 0 6 2019 1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. CapliveAlre, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 3. Tested under Miami-Dade County Notification number ATI 08034. 4641 Paragon Park Road,Raleigh,NC 27616 P 600.334.925 1 F 919.227.5994 Material: NjA Part Number:N A llrilessothervzeSpatined Ban ¢e: N A X A MACO ANUm er:N A Dimens'ansareinlnches. w _ �-� _' Wel NA s Drawin Name:S PP 5landoWTolenscesare: AV ��/i CC,C� Fracllons:31+16 Drawn B N Pe Declmal:XXL05 �. ' • rawln Num er: NOA2-18 THE PERFORMANCE COMPANY Sheet:18 0 ""alai' :l Revision History Installation - A Series Steel Supply Fans # Description Revised by ECN# Date 1 Changes Per Dade County N Perry 144 12 30/08 2 H RE Dim C anges Perry 2181 11/19 1 3 Added R E Fan To NOAerry 215 4/27 12 4 e SBI Fan o 2 N Perry 2 90 10/1 13 5UpdatedPer BC 20 17 ess 2997 11 29 17 Added6-1 erna a ran s o raw ngs 1.SECURE FAN BASE TO TOP OF CURB USING 1/4-14 X 1" ZINC PLATED STEEL SELF DRILLING SCREWS-(A307 OR MAX CURB BETTER) THROUGH FAN BASE.SEE PAGE 20 FOR QTY. HEIGHT 20" 2.SECURE CURB TO ROOF FRAMING MEMBERS BY " DRILLING 1/4'DIA PILOT HOLES IN CURB AT LOCATION " SHOWN IN BOTTOM LEFT DIAGRAM.SEE PAGE 20 FOR FASTENER TYPE AND QTY. 2 RICF ENG11V&BRING 103 Sdiod Croe Trd lwritarg,HI 217 Phino 92"17 042 Fax 920.017.100 rnmrice+rcaa SCREW DOWN THROUGH FloridaPbmNo.7.01DOGM501111 FAN BASE INTO CURB TOP Ceitlacated orlmOorr#M Wayn9 K Hmma I"FLANGE. R4P*.' WNa. SEE CURB INSTALLATION DETAILS 1 INSIDE FAN y CURB FLANGE. I BASE. : No. st 092 SEE CURB INSTALLATION PRODUCT REVISED as oomplyln with the Florida Building C o da DETAILS SEE CURB 10"o• 19-0717.09 i 1oN LE��\\ INSTALLATION Expiration Da 0310412024 111111111�� • DETAILS Mlam a •Product Control Jul, 08 2014 Notes: CaptiveAire, Inc. commercial kitchen ventilation .1. Tested in accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 4641 Paragon Park Road,Raleigh,NC 27616 2. Tested for areas including high velocity hurricane zones. P 800.334.925 I F 919.227.5994 3. Tested under Miami-Dade County Notification number AT]08034. Material: N A Part Number A5 925 omawa"o s`a a�1= tl w - --tom .'w Ban Size: x A ACO Number: ei s I Drawing Name:SUPPLY I Slondard Tolerances raven : N Pe rraanons;x t raven Umber A -19 Decimm;•xxx ols 15 heet: 19 Or 22 "^g' _'' THE PERFORMANCE COMPANY _� FPFPPPPPPP_ Re son Mtslvv Miami-Dade County - Roof Curb teo"'Prooges "°"Pew z81 Installation Guide For Model A Series °�o° Perry 90 10/14/13 a er Ness Addedrn a brands lor ngs Jim INSTALLATION FASTENER TYPES Fan To Curb Wood(SG=0.42 Min. Steel(12 Gauge Min.) Concrete(2500 psi Min. Cracked Concrete) Fastener 14'-14 x 1"Self Drilling Screw 3/8"Dia.Zinc Plated 1/4"-14 Dril-Flex Self 3/8"Dla.SS Hill Kwlk Bolt (A307 OR BETTER) Lag Bolt Drilling Screw TZ Expansion Anchor Minimum Thread Penetration WA 2" 12 Gauge 2-5/16" Minimum Edge Distance WA 1-1/2" 3/81, 1 3" Minimum End Distance N/A 2-5/8" 3/8" 4" Minimum Spacing WA 1-1/2" 3/4" 7" INSTALLATION FASTENER QT Curb o Fan Wood 5 ee Concrete Fan ModelLong Side ShortSl a Total Long S de Short SI a Total Long SI a Per Side Total Long SI e ShortSide Total Modular 1 2 2 8 4 3 14 4 3 14 3 2 10 n �� Modular-2 3 2 10 5 4 18 4 3 14 4 3 14 1 BRING Modular3 4 3 14 6 5 22 5 4 18 5 4 18 ENGI Trd 105 Scholl C Y TreA Modular4 6 4 20 10 8 36 8 6 28 8 6 28 Pljofime 92 va 42 Flnrnr.ael?W 21 Modular5 7 5 24 12 9 42 9 7 32 9 7 32 Fax e-ma 100 PnYN.fIC&�IGCa Direct Fired 1 5 2 14 8 3 22 6 2 16 7 2 18 Direct Fired 2 4 2 12 9 4 26 20 8 3 22 Fbddanun eotAt odnet CVS0a1 CetnoK c;A.haL�lbnYo000 Ws/ne iL He a Direct Fired 3 5 2 14 10 5 30 8 4 24 9 4 26 N4stra0onNo 5M Direct Fred 4 9 3 24 19 8 54 13 5 36 14 6 40 Direct Fired 5 10 4 28 21 9 60 14 6 40 16 7 46 Electric 1 5 2 14 8 3 22 6 2 16 1 7 2 18 KII ,/ Electric2 4 2 12 9 4 26 7 3 20 8 3 22 �cEN �4�i��i� Electric 3 5 2 14 10 5 30 8 4 24 9 4 26 S� Electric 4 9 3 24 19 8 54 13 5 36 14 6 40 No. 59 g2 Electric 5 10 4 28 21 9 60 14 6 40 16 1 7 46 PRODUCT REVISEDIndirect 1 10 4 28 17 7 48 14 6 40 12 5 34 �9 ST ��` as aulld ng Condowlkh iho Fiorillo /�0 N°A-No. �9-0717.09 Indirect 9 5 28 15 8 46 13 7 40 13 740 �r,G\\\�� Explratlon D 03l0412024 Indirect 3 12 4 32 22 8 60 16 6 44 19 7 52 /1fNlli Standard 1 2 2 8 4 3 14 3 2 10 3 2 10 Miami-Uncle roductcon Standard 2 3 2 10 4 4 16 4 3 14 4 3 14 JUN 0 2019 Notes: SEE PAGE 22 FOR ALTER ATE BRANDS 1. Tested in accordance to Florida Building Code test protocol TAS-201.TAS-202,TA5203. CaptiveAlre, Inc. commercial kitchen ventilation 2. Tested for areas including high velocity hurricane zones. 4641 Paragon Park Road,Raleigh,NC 27616 3. Tested under Miami-Dade County Notification number ATI 08034. P 800.334.925 1 F 919.227.5994 Ma ena: A unless°rhew earne Part Number.N/A A CO Number: A Dimensl Inpches.d w - M Weight: N/A lbs Drawln Name:SUPPL SlandardTolerammare; _ J•0�— Fiacflons:tl/16 /� Drawn B : N Pe Deelrnal;.XXs.os ' , r� rawln u n er. CA2-20 =3.015 THE PERFORMANCE COMPANY �— S ee:20 0 22 Angler. al C'aptiveAlre, ins. cornmerciat kitchen ventilation Miami-Dade County - Curb / Rail Installation Guide 4641 Paragon Paris Road,Raleigh,NC 27616 P 1300.334.925 1 F 919.227.5994 CURB. DETAIL A SCALE 2:15 STEEL:12 GAUGE TRUSS IN CURB. ASEE SPECIFIC FAN MODEL FASTENER WOOD:SG=0.42 MIN. TABLES FOR FASTENER TYPE AND CITY STEEL:12 GAUGE MIN. PRODUCT REVISED as with tho Florida Builcomplyyingg ding Cosli NOA-No. 19-0717.09 SEE RAIL F. INSTALLATION • Expiration 03/0412024 TABLES ROOF OPENING. O By miam ads Product n E1V INEETcING 105 Scli p.C"Trar Lummix1/4"PILOT HOLE. 54217 Prom O,H171U42 SEE SPECIFIC FAN MODEL FASTENER VIBRATION Fa F t,17.1100 TABLES TO FASTER TYPE AND QTY ISOLATOR. rhiraft inacom WASHER STEEL ZINC PLATED) Florida iNo.F-0100000r, 1 FOR SCREW SIZES 3/8"TYP. Cer0k olAuftimdon09090 Woyno HdmS; SCA EI 1 B 6 Rugs onNo.692 5/16-18 X 1 1/2"SELF DRILLING SCREW (STEEL ZINC PLATE) (2)PCS'S TYP. RAIL. WOOD'SG=0.42 MIN. DIST AN MIN ENDCE CONCRETE:2500 PSI IN. MIN SPACING N F y STEEL:12 GAUGE MIN. RAIL. 58092 MIN EDGE WOOD:4 X JOISTS MIN SG=0.42 MIN. DISTANCE TA WASHER STEEL ZINC PLATED) (O PLC S�W P SIZES 5/16-18" 0 0 0 • o o . '�o pNAI Installation Instructions, • • ��/rnutu�� l. Drill 1/4"pilot holes in the curb/rail flanges per this document. 0 0 2. Seal the bottom of the curb/rail flange to the roof decking using an approved sealant. o o J N 06 2019 3. Secure the curb/rail to the roof Framing using hardware per Fan Installation Sheet for specific model. CURB/RAIL. 4. Rails are used to support many different pieces of equipment both exhaust and supply. 0 • 5. Exhaust fans may be mounted directly to the rail or to vibration isolators mounted on The rail, 0 0 0 0 0 6. Vibration isolators are located per the sumlttal drawing and mounted to the rail using listed hardware. Notes: I.' Tested In accordance to Florida Building Code test protocol TAS-201,TAS-202,TAS203. 2. Tested for areas Including high velocity hurricane zones. 3. Tested under Mlami-Dade County Notification number ATI 08033(NOAi)$ATI 08034(NOA2). ROOF OPENING ROOF SUBSTRATE Material: N A Part Number:N/A Unless Otherwhe Spa clnad BankSlze: x A MACO um er A DmaWomore lnlnchas. w _ r-■ .' ei A lbS Drawin Name: CURB/RAIL INSTALLATION Standard tolerances am: A AVMAIFM ,Decimal:=1:. ' , �� Drawn N Pe Decimal:X)i.QS a fawin Um er: O - gr,��as; =''0,°C"015 THE PERFORMANCE COMPANY --- S ee: 0 22 PFFPPPP STEEL UTILITY SETT A-SERIES STEEL SUPPLY FANS CAS FAN MODEL RUPP FAN MODEL CAS FAN MODEL RUPP FAN MODEL ALTERNATE BRANDS HRE13 RA-VE13 1 1 HRE16 RA-VE26 2 2 HRE20 RA-VE20 MODULAR 3 MODULAR 3 HRE24 RA-VE24 4 4 RE1380 RA-RE13D08D 5 5 RE13DD RA-RE130ODD LD LD REISBD RA-RESSOOBO 2.0 2.D RE15DD RA-REISOODD DIRECTFIRED 3.D DIRECr FIRED 3.D WEED RA-RE1800BD 4.1) 4.D RE18DD RA-RE180ODD 5.1) 5.1) RE20BD RA-RE2000BD LE 1.E RE20DD RA-RE2000DD 2.E 7.E RE24BD RA-RE340OBD ELECTRIC 3.E ELECrR1C 3.E RE24DO RA-RE240ODD 4.E 4.E PRODUCT REVISED 8110 611CRARM S.E S.E as complying with iho Florida B112 B112RARM 1.1 1.1 Building Coda _ 8113 B123RARM INDIRECT 2.1 INDIRECT 2.1 NOMio. 19-0717.09 BUS 8115RARM 3.1 3.1 Expiration Dattt 03/04/2024 11I16 BII6RARM STANDARD 1 STANDARD 1 By ails BIIBRARM 2 2 BI20 1112ORARM N/A Miarni-oaduproduct control 5122 8172RARM N/A 1124 B124RARM N/A RICE 8127 B@7RARM N/A B130 8130RARM N/A EMIREEMI27 B133 0133RARM N/A 105 Schcol Creek Trall 8136 8136MRM N/A L10tOnity}1.110U217 C51O C81ORARM NIA Phonal) -5f71042 C832 C812RARM N/A Ru DW17.1100 1suw.Ti.*w.ccrs C815 CB35RARM N/A C818 CBI8RARM N/A FSTdd9FIIn1No.F-01D=5Qa1 C4r5rcala alAuOurlmlon 10.s1020 C820 CB20RARM N/A Wayne K.HB11Rlla C822 C822RARM N/A Rc9lslrallmN4.W2 CB24 C624RARM N/A CB27 C827RARM N/A CB30 C830RARM N/A C836 C836RARM N/A \\\\\ ///z USUOO US1100RA N/A \��E K. HEM ///�� Us1161 U51261RA N/A �Pd y�G E k sF Mi� US1200 US1200RA N/A No. 59082 USI24S U51245RA N/A US127O US1270RA N/A r USI300 US1300RA NIA �' S US1330 US133DRA N/A US1365 US1365RA N/A U58I11 RABI31-RM N/A /OrNAL USBI13 RABI33-RM NIA US8115 RABI35-RM N/A USBI18 RABIlB-RM NIA JUN 0 g 2019 CaptiveAPre, Inc. commercial kitchen ventilation U581zo RA812o-RM N/A USBI24 RABI24-RM N/A 4641 Paragon Park Road,Raleigh,NC 27616 1 USB13D RAB130.RM N/A P 800.334.925 F 919.227.5994 USBI36 RAS136•RM N/A Material: A I Pad Number.N/A Unless OmerMre Speclned Ban 1ze: A MA A Um er. A Dimensions are In Inches. A � el ht: N A Standard Tolerances are: AV AV M A` � Drawl Name:A T R ATE B AN s Frocllenctl/16 Drawn B JJH Declma:Xxf.0S , • rawln Num er. OA -22 xgct.ols Nrieet,22 o 22 ^ns1e:' =' THE PERFORMANCE COMPANY it T alaastwozo G)ty of Zephyrhills Permit Application Fa r-811s-7ss-oo2t Building Department p, Date Re..Wed F :rsr s, � t ' Phone Contact for Pemtittinq owner's Name IOHIPOTI-E WACAN GRILL OF CdL0RAD0 owner Phone Number _Y T owner's Address 1-0 SOX 191066.Git'.}S.UM5119,OH 43210 Owner Phone Number �+ GP ZEPHYR COMMON9 OUTPARCEL9 L I Fee Simple Titleholder Name Owner Phone Number Fee Sbmple'ndeholderAddress 1o04PSI JOHN yT MARKHAM ON L: R 5R7 CANADA, JOB ADDRESS 7646 GALL" 15LV1? LOT; SUBDIVISION r _ } PARCEL IDII N� 2* �l OI�O OOD00 0070 (015TAM0 FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSrit(� ADDIALT �] SIGN Q = DEMOLISH INSTALL D REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION ® BLOCK FRAME STEEL [—-- J DESCRIPTION OF WORK TENANT 15VILPOUT Coma BUILDING SIZE �___�]SUFOOTAGE Z�aO HEIGHT 'L1 V It 9 CIE SCCEtAE�C6='!L'ECZ'S'XE i'Ett'L'CyC!'7CZTSt7Ci>E'C1C'C1C1C�.^C��t>rt7C!'Ci'r F—IBUIIDiNG $4Z(a,JSd VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL Sid Odd AMPSERViCE [l�/ P/ROGRESS ENERGY 0 V1.R.E.0. F--JPLUMSING J II •• tl.Jf�.�'k' , =MECHANICAL a�3,30d VALUATION OF MECHANICAL INSTALLATION f�• 1 =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS l.____�_� FLOOD ZONE AREA AYES NO"NO..y i~` BWLDER try COMPANY !"ey Southeast Inc. ! SIGNATURE - �—Ad REGISTERED Y 1 N FEE CURREN Y/N G3b6 Lake Oak Landin -Comnsn GA$d°r)d i Gt3C)w(ne� Address 9a 9 ) License is 1 ELECTRICIAN COMPANY 9'r"!T Efatrrc Q'L� SIGNATURE f .' REGSTEREo Y t FEa CunnEtt Y J N Addrass, 3109 5pnn1-Lake Vr-NE;Canyers,GA 3001e' License 4 PLUMBER n COMPANY SIGNATURE t REGISTERED Y/N } FEE CURREN !N Adrite5s. i;D r-Co1om)rss Pin;Tamp,M 6:>&9 License d i 1429243 � � MECHANICALCOMPANY AIRGO Mec6mie-sl REGWEREO YINFEE RREN01 Address 140d 1•(oneywell Rd.;Larga,FL 33 -71 1 Lxanse#�GAGOGj2c}3l0 ��Ev" COMPANYOTUER I SIGNATURE REGSTERED YIN FEE CURREN YIN Address License S F •. II9ai'JtiEl;iiil;t;iEiE;t;�[;;;;=littitiifl;fiitl>t®;1;[it;ti;;;tEf;1[ETRI RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Feints;R.O W Permit for new oonstradion, Minimum ten(10)working days after submittal date.Required onsile,Corstruction Plans,Stonnwater Plans wl Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Pennit for subdivisionsilaMe projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-OW Permit for new construction. Minimum Ian(10)working days after submittal date.Required onsito,Constnrction Plans,Stormwaler Plans W/Slit Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.AI commercial requirements must meet compliance SIGN PERMIT Attach(2)des of Engineered Plans. *—PROPERTY SURVEY required for all NEW construction, Dlrections: Fill out application completely. Owner&Contractor sign back of application,notarized Hover$2500,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attomey(far the owner)would be someone with notarized letter from caner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remold if stdngles Sewers Service Upgrades AIC Fences(PloUSunroy/Footago) Driveways-Not over Counter it on public roadways-needs ROW 1 i ei3-TSI1-00�D City of Zcphyrhiljs Psrrnit Application FaY-Bo-77bo-0021 Bultding Dapartmiml ,i p 1:.. � �c 66 DatxRecalved k�•. Phono;Cdntact for Permitdng !f••="6 l!'8-3'S'-LX"'..Li7CLa".K-'Zi `f Y'r-z. s.a y xa-A 9 SIN■ ..-_� GHIM its kIQacAN ISM-Of°cly-0kAQp UJ� N Owner's Name ., .. ., Owner Phone Number Owners Address(PO BOX 1pp&6,`MUMBUS,OH 43ZI8 OwriorPh..Number Fen Stmplo TRleh n older Naa T Ftt R G0IAMONS OUTPA J LP� owner Phone Number 't_ J fee Simple TltlaholderAdaraoe 100-2Sr71 JOHN 5T MAlZKHAM -- :ON 13R �R7 GANAI7A, i ' _ - -- �--`--� JOB ADDRESS 7646 GAL.5LW LaT , ff 1 35 2� 21.0130 OOODO 00'70 SUBDIVISION .1_- .j PARCELID>I�--. (WTAMEO FROM YROPET117Y TAX NOTICE) WORK PROPOSED e =WCOf15Ta8 ADOlALT u SIGN Q Q DEMOLISH MSTALL REPAIR PROPOSEDUSE Q SFR 0 COMM Q OTHER ,I:, TYPE OF CONSTRUCTION ® elOcx - p FRA11E Q STEEL VJ. OESCRIPM6NOFWORK .rMANTIMPOUT(GMG Oe(&07) :C� ?1 BUILDING SIM .5UFODTACE 2*49�9 HEIGHT -erttretn[ee:'rssYt;trstetrca�csrct�[srrrrrcr=screre7:t'c�'Axtc�rcesc-cwirc- a•ta11 �BiJILDI`yG S4Z(o:350 :_(' VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 's1f0,QOG: :1 AAIP SERVICE Q PROGRESS ENERGY Q VI.R.EC. MPLUAIBIN6 F-(MECHANICAL s 3g'0 "�} VALUATION OF MECHANICAL INsrALIkION ( �7`- ; ,•rf/ rµ. 1 QGAS ROOFING Q SPECL►LTY Q OTHER1 !+ rjje./ _ tl� FINiBllED FLOOR ELEVATIONS i - FLOOD 7ANE AREA QYES ?,O�f('';' n.n,U•A i. �Sf/1 BUILDER •'f COMPANY 'iEDP?feY.Sov�y{+caeE Ina - ,-J•!# t�,lE,Y"•K,-�'�4 SIGNATURE "E�'` �cr '`:Jr Reati/nm YI ; FEeaRREN I YIN I Addiosa iO3G5V !3'��!kLaPA0 ci°mW"9.,GA-30040 GGi?GIZ(cOG95 �� j License q ELECTRICIAN tlLY.l, - l COMPANY 'furl` - SIGNATURE P - ' neeESTenea Y!N 'Frr tunas+ {i YT_ �� ::AdarEsx' ;.3 E"d CrYe th.NC)Csnyari,GA 30013 License t`LI3aa7G01 PtJIdl18ER COMPANY SIGNATURE VJ' REGSTmEc I,YIN ,! 'FeECVRREN :Air:l,ex, ''GZ 80 C Cefm>Arve 17r•.S_Ta ,ri:.33�19 ..._._..._.._�` Lkense#"y:�;�ik2924ffi MECHANICA1 -- AIRGO.Mpc i►li al � 1 COMPANY � SIGNATURE REccsTFAEo -- 1-YI FECCURREN . I- - ' l f� r� Aridness +4100 Flc� p i .-.9".Fl 33711 3. L�rise Ar.QGIZLIf�7l0.. '.47711F1t.. COMPANY \,/� SIGNATURP - _ I neomEREo - A ITeamkQ,J, !N��- •—� W\ ► 1 7'."`.'.,9 -'1-��LL tlllla1ll11l1/lflti.6■11.1////411U f1 / / /tlli</. .RE6101'NTIAL Attactj,(2)Hat PWta;(2)cats of Building Plans;(1)set of EneWv F I for new=Stnrdion, Minimurrt ten(10)working days after submittal dnto.Required omito,Ctrotnicilan Plan s;Stannwaler Bans wl S,A Fence installed; Sanitary Fddli63&1 dump'slar,'Sitc woik Permit for aubdivlsionsnvrBe prajechs CONIIdERC1AL Attidt(2)Compkia sets of BUYdng Plum plus a Lffa Safety Page;(1)Ea of EnerOy Forms.R-CAV PeRmtfor Ftow caictnrcHon Minhr lac(10)worktng clays afrersubnittat.date.Requirod mrrlta•Constaiclion Plans,Sionriwater Mns wl SFI Farce irGbtled, Sanitary Fa3ldes 81 dutnpSty:Site Wail Peimt_I foi all neri pro]aety.AB oommertial ragkriremenLS mknl mral oompiiar:ce SIGN PERMIT Attodi(2)vets ofEng;nwred Plans. ""PROPERTY SURVEY required for dl NEW eatsirU,F% Dirrtetlona: --' - - .F01 out UPOCatien completely. Oumar G Contractor cisn back of appliatlerl,notarized H over$2560,a Nodes Of Commoneernent is required.(AID upgrades Over 17500) 11 Agent(for Oreeoiu cuir)erPa"i rofAtramry(forthetumor)cotodhesomemmwithnotarizedletterfromarmorau0wkmngsame OVER TNECOUNTETI;P&SAITTINO (copy,ofeaiitrantrequred) Remefs it atdri 6 Sewcs' Semm Upgredos Al[ Fencrs(PloUSurvoylFmtago) Drivowayr.Nol uverCountor icon Puble Madways..noeds RO.N