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MC-16-1826 r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262278 Permit Number: MC-6-16-1826 Scheduled Inspection Date: November 28,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: WALTER, DORA& LEOPOLD Work Classification: Addition/Alteration Job Address:6 NW 106 Street Miami Shores, FL 33150-1246 Phone Number Parcel Number 1121360050170 Project: <NONE> Contractor: USA AIR CONDITIONING SERVICES LLC Phone: (954)964-3457 Building Department Comments INSTALLATION OF NEW AC UNIT AND DUCTS Infractlo Passed Comments INSPECTOR COMMENTS False fA Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 23,2016 For Inspections please call: (305)762-4949 Page 7 of 23 � - X26 �saD �Q Miami Shores Village Permit Ty1t+ 10050 N.E.2nd Avenue NW Work Giassffl1alt�C�it1�ln/Aft� �� :. Miami Shores,FL 33138-0000 � � Phone: (305)795-2204 '' I� rfYtl atFk i A01P{ VED, tsseta� 2/2016 Expiration: 01!08/201? Project Address Parcel Number Applicant 6 NW 106 Street 1121360050170 DORA&LEOPOLD WALTER Miami Shores, FL 33150-1246 Block: Lot: Owner Information Address Phone Cell DORA&LEOPOLD WALTER 6 NW 106 Street MIAMI SHORES FL 33150-1246 Contractor(s) Phone Cell Phone $ 11,000.00 Valuation: USA AIR CONDITIONING SERVICES L (954)964-3457 __ Total Sq Feet: 1340 Tons:2.5 Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Approved:In Review Rough Duct Comments: Date Approved::In Review Review Mechanical Date Denied: Type of Work: Review Mechanical Scanning:3 Underground Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# MC-6-16-60406 DBPR Fee $5.78 06/30/2016 Check#:9448 $50.00 $373.16 DCA Fee $5.78 Education Surcharge $2.20 07/12/2016 Check#:9400 $373.16 $0.00 Permit Fee $385.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $423.16 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT- I certikat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo in . Fut rmore, authorize the above-named contractor to do the work stated. July 12, 2016 Aut orized i net e:Owner / Applicant / Contractor / Agent Date Building Department Copy July 12,2016 1 P Miami Shores Village Building Department JU" 0z016 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 j Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20114 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING Q MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: 6 NW 106 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-005-0170 Is the Building Historically Designated:Yes NO XX Occupancy Type: RESD Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): DORA WALTER Phone#:305-756-5789 Address:6 NW 106 ST City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: USA AIR CONDITIONING SERVICES Phone#: 954-964-3457 Address: 2231 GRIFFIN RD City: FT LAUDERDALE State: FL Zip: 33312 Qualifier Name: REX CARRERA . Phone#: State Certification or Registration#: CAC1813665 Certificate of Competency#: DESIGNER:Architect/Engineer: NSA Phone#: Address: City: State: Zip: Value of Work for this Permit:$11000.00 Square/Linear Footage of Work: 1340 Type of Work: ❑ Addition ,Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF NEW AC U IT AND DUCTS ly +on Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ " Ck) Radon Fee$ DBPR$ -::19 Notary$ Technology Fee$ Ij - �� Training/Education Fee$ c ° ® Double Fee$ Structural Reviews$ Bond$ Q TOTAL FEE NOW DUE$ (Revised02/24/2014) ` • r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app ed and a reinspection fee will be charged. C J i Signature a)da�iSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day o 20 � by y ddavf�J�LO--Ev .20 ,by ®I who is personally known to dwh s p�ersonallyto me or who has produced l� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC• s. y JODI PEPS CO JDDI•`prPE Sign: /FF865704 Sign: ,• ►88fOW#FF88, od ;�;,,,.• 27,2V20 p•° of dewwfts Print Print: Seal: Seal: PlansAPPROVED BY Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CARRERA, REX ANTHONY USAAIR CONDITIONING SERVICES LLC 2231 GRIFFIN ROAD FORT LAUDERDALE FL 33312 Congratulations! With this license you become one of the nearly _ one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, 1 DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CAC1813665 ISSUED: 08/31/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED AIR COND CONTR about our divisions and the regulations that impact you,subscribe CARRERA,REX ANTHONY to department newsletters and learn more about the Department's USAAIR CONDITIONING-.SERYICES LLC initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date AUG 31,2016 0408310002456 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CAC1813665 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED c . Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 q-6 01 CARRERA, REXANTHONY USAAIR CONDITIONING SERVICES LLC2231 GRIFFIN ROAD FORT LAUDERDALE FL 33312 . W BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#-183-1841 CONTRACTR Business Name:USA AIR CONDITIONING SERVICES LLC Business Type:(AIR CONDITIONING CONTRACTOR) Owner Name:REX ANTHONY CARRERA Business Opened:o8/11/2006 Business Location:2231 GRIFFIN RD State/County/Cert/Reg:CAC1813665 FT LAUDERDALE Exemption Code: Business Phone:866-414-3828 Rooms Seats Employees Machines Professionals . 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: REX ANTHONY CARRERA Receipt #05A-14-00008932 2231 GRIFFIN RD Paid 09/09/2015 27.00 FT LAUDERDALE, FL 33312 2015 - 2016 �'v DATE(MM/DD/YYYY) f CERTIFICATE OF LIABILITY INSURANCE 6/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Michael Wolfe NAME: Bellwether Insurance Group, LLC PHONE (954)800-6400 No:(954)935-7597 225 SE 15th Terrace E-MAIL ADDRESS: g info@bi ins.cc INSURERS AFFORDING COVERAGE NAIC# Deerfield Beach FL 33441 INSURER A:WESCO INSURANCE COMPANY 25011 INSURED INSURER B.WESCO INSURANCE COMPANY 25011 USA Air Conditioning Services, LLC -INSURER CASSOCIATED INDUSTRIES INSURANCE 23140 2231 Griffin Road INSURER D: INSURER E: Fort Lauderdale FL 33312 INSURER F: COVERAGES CERTIFICATE NUMBER:CL16219005n REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ WPP124156301 2/22/2016 2/22/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PO- POLICY❑JET F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Hired/borrowed $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 A ANY AUTO WPP125139001 04/04/2016 04/05/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOOr AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE ANC1060930 03/20/2016 03/20/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 M describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Urban Planning Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Michael Wolfe/TS ©1988-2014 ACORD CORPORATION. All rights reserved. 07/06/2016 10:02AN FAX 9549643459 USAADC [a 0001/0001 OATS(MWOWYYYY) A.0 ® CERTIFICATE OF LIABILITY INSURANCE �/6f2016 .� mis CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVE=LY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUC1ES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUT14ORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. if SUBROGATION IS WANED,su410Ct to the terms and Conditions of the Policy,Certain POIICIos Inay require an endorsement A statement on this Cartificat0 does not confer rights to the certificate holder in lieu of Such endor;ement(s). CONTACT P1rODUCFJl Michael Wolfe Be11TCwkher Insurance Group, LLC iftff PHONE . (954)800-6400 FAX Ig5d)935-7597 ATC Na?_ 225 S8 15th Torraco RBSS:ik@bigins.cc INSURER(S�AFFO=IN(i COVERAGE NAIL Eeerfleld Beach FL 33441 INsuRERA�SCO XxSgB CE COt�ANY 25011 IOIsuRtie n1SURrR B URSCO INSTJRANCE COrR]I,HY 25011 LISA Air Condit:ioni.ng Services, LLC INsuRERcASSOCIATgD INaCTSTRIIES I13SL1RANCE 23140 ::231 Griffin Road INSURER D: _INSURER E Fort Lauderdale IPL 33312 INSURER F COVERAGES CERTIFICATE NUMBER:CL1621900592 REVISION.NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1'ISR L POLICY EFF PIOfICYEXr LIMITS TYPE OF INSURANCE POLICYNUMBFR MMM eeAAlD X COMMERCIAL GENERAL IJ/1BILITY EACHpCCURRC-rIGE $ 1,000,040 ��� R ZQtgCU RENf66—' 000,000 A CLAIMS4AADE I A 1 OCCUR PREMISES{Ee s�rrg(I $ - _ WPV124156301 2/22/2016 2/22/2017 MED EXP(Any orto Peron) $ 5,600 PERSONAL&ADV INJURY $ 1,000,000 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ _ X POLICY PRO JECT I J LOC PRODUCTS-COMP/OP AGO S 21000,000 L H1te4lDortowed $ 1,000,000 OTHER: C M INGLE LIMIT 1,000,000 AUTOMOBILE LIABILITY +4°"�_ ANY AUTO WPP125139001 04/04/2016 04/05/2017 BODILY INJURY(PefPerson) S A ALL O ED SCHEDULED BODILY INJURY(Peracddent) S AUTOSNON OWNED AUTOS PROPERTY DAMAGE $ (Peracddent) HIRED AUTOS AUTOS UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UABCLAIMS MADE AGGREGATE $ RETENTION $ B WOMMM COMPENSATION X STA7tITE ER .. AND EMPLOYERS'UAwLITY ANY PROPRIErOWPARTNER/EXECUIIVE rYvIN�NIA AWC1.060930 03/20/2016 03/20/2017 E,LFACHACCIDENT $ 11000,000 (NI&O MInNEREXCt1IDED7 I_J EL DISEASE-FA EMPLOYE $ 1,000,000 (MauAetory In NH) .. M ye;deaXlbe°fttler ELDtSSASE-POLICYUMIT $ 1.000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCA71ONS I VEHICLES(ACORD 101,Addl6Cnal Rumaft Sooduie,may be aliacned irmars space is requbed) CACIS13665 CERTIFICATE HOLDER CANCELLATION ( SHOULD ANY OF THE ABOVE DESCRIBED POLICIES aE CANCELLED BEFORE City Of Mian; Shores THE EXPIRATION DATE THEREOF, NOTICE VALL OF. PELIVERED IN Urban Planning Depart meAt ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NZ 2nd Ave Miami Shores I FL 33138 AUTHORIZED REPRESENTATIVE Michael Wolfe/TS O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD nam and logo are registered marks of ACORD INS025nowii Additional Named Insureds Other Named Insureds USA Air Duct Cleaners, LLC Doing Business As OFAPPINF(02/2007) COPYRIGHT 2007.AMS SERVICES INC 4.1-866-414-DUCT (3828) ESTIMATE N5TAL16 7_12 1�1 231 Griffin Road Ft Lauderdale,FL 33312 VR CONDITIONING SERVICES LLC Date: ax 954-964-3459-Email:service@usaadc.com icensed,Bonded&Insured CAC#1813665 AGREEMENT Job#: Ace en You Need Us" Tech:— Name b E-mail: Street Home phone Cell Work C s-) City Zip Fax <� 0�g We hereby submit specifications and estimates for:X boxes=yes 'yVe Ai A/H Closet —Water Cooled Unit — Package Unit Mobile Home New Duct System(See Plans) !e Garage A/H —Condenser on Ground — Package Unit on Ground — Add New Supply Duct(See Plans) Attic A/H/Ceiling Mount — New A/H Support Bracket —Condenser on Roof — Packa9`Q`Uniton Roof — Add New Return Duct(See Plans) — —Condenser Wall Bracket — age Unit on Wall Bracket — Reconnect to Existing Ductwork — New Aluminum A/H Stand — New Concrete Stab New Refrigerant Lines — UV-Light []Guardian New A/H Platform(Wood Box) Hurricane Stral. t, Code Reconnect to Existing Lines] Balance Air Flow — Insulate Return Air Base —Vibration Pads Liquid Line SizeFt — New Return Grill — New 3/4 Plywood Base Top — New Roof Stand Suction Line Size—Ft— — Replace All Supply Air Grills — Smoke Detector to Code — Seal Roof Stand l5n5wlgfa Suction Line(Armaflex) — Replace Supply Air Riser(Plenum) — New Emergency Drain Pan — New Steel Wall Bracket _��'New Drain Line — New Electrical Whip — Reconnect Heat Recovery — New Unit on Existing Mount — Insulate Drain Line(Armaflex) dfie Service New Thermostat H_,V_ — New Float Switch — Reconnect to Existing Drain Line Permit Residential[]$350[]$500 New Humidistat System Start Up and Test Reconnect to Existing Electrical Remove old Equipment from Premises New De-Humidistat New—AMP 0i, annect at A/H Lj Fitter Rack New Line Chase Cover 0 Condensate Pump 115V.240V New—AMP D-connect or Breaker at Condenser OPTIONS# I OPTIONS#2 EXISTING EQUIPMENT BRAND TONNAGE Condenser# S.E.E.R. CONDENSER UNIT Air Handler# (31 Dimensions AIR HANDLER UNIT (H x W x D) PACKAGE UNIT 14-- A HEATER NNE YEARS OF WARRANTY Includes 2 annual maintenance visits Labor I Parts i Compressor check complete system&flush drain line Date: Time: 2 ear[]3 year F-14 year ' 11) C REMOVAL: El A.M I year 1:1 y 2�5'yea r $148 $255 $382 $462 W DATE INSTALLED: Date: Time: E] P.M _j RECOMMENDATIONS/NOTES: Total Before Rebatec i A'cc FPL Rebate Discount/Rebate 7% Hazzard Disposal 0 Sub-Total tzl_ A A 1A Deposit Balance Due AGREEMENT PAYMENT OPTIONS I hereby authorize USA Air Conditioning Service to charge the listed-credit card for the amount of$ Paid by ®Cash 0 C heck# Y)sa 0 Master Card OAMEX ODiscover Name on card: Date CC h4i,l W1 I Q:5,14n'�Z;i DL By signing below,customer authorizes performance of the above service and agrees to the terms&conditions set forth of the reverse side of this agreement with regard to these services ces or any additional services authorized by customer at the time these servii-es F,*performed.Customer also agrees to pay in full the charges referenced above,including all applicable taxes,together with any charge for additional s I th rized by Customer at the',,rr-�the services are completed.We are not responsible for any paint chipping when registers are removed. services 0 Customer will be charged a is%restocking fee if customer cancels this agreement on the scheduled installation. /V Date: cuswm ,yNoREs Miami Shores Village Building Department .... fl n...� 10050 N.E.2nd Avenue �.. JUN 3 a 201 Miami Shores, Florida 33138 two oatopTel: (305)795.2204 - - Fax:(305)756.8972 AIR CONDITIONING EPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheet are not accentabie. Job Address(where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: �3:�5 150 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES ❑ NO ❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER '" AHU or PKG. UNIT MODEL# COND. UNIT MODEL# KW HEAT NOM TONS a AHU CU PKG 1)M.C.A AHU C PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AH UdbWL7,gVLkG PKG UNIT / / PKG UNIT j EER/SEER YES NO REPLACING DUCTS S NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB ES NO YES NO NEW ROOF STAND X9521 O YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Brga�g;SVej: 3. Voltage of Circuit(208/240/480): �/� � %•� •• .. . .. . . . .. 4. Size Disconnecting Means: -' / 2 Contractor's CompanyName: ,{�� l L�_ d`�.�Y'. .'. Phone: '"� J 4��- . . . . . . . . . . State Certificate f5r Registra ' n No. •• • Certificate of Competency No. C lel e I Signature Date: (Qualifier's signature) ••• • • • • ••• • • (Revised02/24/2014) Page 1 Residential Heat Loss and Heat Gain Calculation 6/9/2016 In accordance with ACCA Manual J Report Prepared By: USA Air Duct Cleaners For: Dora Bennett Water 6NW106ST Miami, FL 33150 Design Conditions: Miami Indoor: Outdoor: Summer temperature: 74 Summer temperature: 90 Winter temperature: 70 Winter temperature: 47 Relative humidity: 55 Summer grains of moisture: 120 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 28,278 920 29,198 25,053 2.5 tons) Main Floor 28,278 920 29,198 25,053 Living Room 4,417 230 4,647 4,175 Bed room#3 1,749 0 1,749 1,864 Kitchen 3,773 230 4,003 2,368 Family Room/Dining Room 10,943 230 11,173 9,449 Bedroom#2 3,859 0 3,859 3,780 Master Bedroom 3,162 230 3,392 2,839 Bathroom 375 0 375 578 Whole House 28,278 920 29,198 25,053 (2.5--tons) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ••. . . . . . . . . . . . . • . • • . . • • • .. . . . . . . .. . . •• . • . • . • .. . . ... .. . HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimatdhly,:dual Tadd"va/ytiee toweath r and construction differences. • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 Florida Building Code Online 5/2/13 9:11 AM ` 4 I M c:-e� .s �`�."T R} s���. '. s w �'.�,. ,�""�ri'•.� .�sf..c�.. � a � est a��n � s: r�`�` t -�'. � ' �.: t' '£��r'`�'��%n' `"r�j v `e 13 pth 5,��� � ," � tr d i p a, ��.�p�m r e ax3 a srrat•�a r+�'r�}� '�L ,t r$t#'�it i .F �4 - �fi;. e�Y ,bh'Y�}���,.,.�G� }+�ir•�c+ 4��`���.'�".. . `fi z ��_, .3; �n�f`�_,S',j x�.. ik:�°.4F�'�ty{`.. e• '�' N�'z't"-� �=�_z�y����-+��.0 ;a,41 .,, .f. SCISHomeLog In User Registration Hot Topics r Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines ;��� Professi ( ai produce Approval '"' USER:Public User r'S Propurt Approval Menu>Product or Application Search>Aoolication List>Application Detail FL# FL14239-R2 s� } Application Type Revision n I Code Version 2010 Application Status Approved Comments . Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg,FL 33714 000 r is (727)458-0544 € benmeng8@yahoo.com Xianbin Men� Authorized Signature� c benmeng8@yahoo.com Technical Representative Address/Phone/Email ��h �� 1'',,� Quality Assurance Representative r`s' yak x Address/Phone/Email 4tt` r 'tk; Category Structural Components er vw Subcategory Anchors. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received P45 -- ANX Florida Engineer or Architect Name who developed the Frank L. Bennardo,P.E. I xfEvaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan]. King,P.E. Validation Checklist-Hardcopy Received s Certificate of Independence FL14239 R2 COI COLK)df Referenced Standard and Yearof S ndard • • • • • ( b� ) C zkiii'- • •i ••i • �i i'd 61*Q6 2006 •A nk € • • • • d'. ��c �4 •• ••• •• ILSTPT D f 7601088 2000 > t ds Equivalence of Product Standar • ••• • • • • „ fr • • • • • • • • • • • Certified By ••: : • i i •Florida AgI=ser Professional Engineer or Architect � � ry • •• • • •FL14239 R) Ewgu!r E-_ v-Xdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEjErtOSCeiRuPJHIQICoZ6dDWWIEJrTsCRMBPdZdSWCA3d%3d Page 1 of 2 ••• • • • • ••• • • • • • • • • • • • • Product Evaluafo®n Report February 21, 2013 Application Number: FL#14239.1 FLB Project Number: 11-BMP-0001-01 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie-Down Clips, 1"and 2" Models Product Description: Steel Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade) Scope ®f Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs(Florida Building Commission)Rule Chapter 9N-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: 0 PRODUCT EVALUATION DOCUMENTS FLB drawing#11-BMP-0001-01 titled"Mechanical Unit Steel Tie-Down Clip Capacities:At-Grade and Roof-Top Mounted Applications", sheets 1-4, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. o TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM D1761-88 test standards per test report(s)#TEL 01970387A and#TEL 019703876 by Testing Evaluation Laboratories, Inc. 9 STRUCTURAL ENGINEERING CALCULATIONS Raised Engineer's g ^ ®off Vglid.for•.. Pages „o Seal Structural engineering calculations hve been prepared which n b° 0000 1 throu o,® evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures Aid. 2. Minimum Allowable Unit Width 9 Frank L. BennarcroE 3. Maximum Allowable U11it I-MJhC #PE0046549 mG ..#98> � � :. 4. Minimum Unit Weight " ' ' •, j .. ... 5. Maximum Allowable Upit 9WtdUrE% .� ° 6. Clip Configuration and Anchor Spacing °°°° ���,' • .ID • '�����'. 7. Anchor Capacity fort/Various Substrates °`°ao�pai�A�' �11� ,,•° • • • • • 000 • • • • or. •• • • • • • • •• • • •• • • ••• •• • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 9541�;r314-W. f o: i-p::954:-354-0443 JW.W:EJG.'EX.O.COM. • •• •• • • • •• •• i ENGINEggff^ ERING February 21, 2013XPS� BM INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 1"/2" Page 2 of 2 I 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces(For Use I with Rooftop Applications) i No 33%increase in allowable stress has been used in the design of this product. I Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. j engineering drawing). i Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone(HVHZ). .. ... . . . . . .. .. . • • • • • • • • • • • • 160 SW 12T11'AVENUE #106 EERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 ••• WWWYEMGCEX"CCM • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 060 • • .............. •.. BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE—DOWN CLIP CAPACITIES: AT GRADE & ROOF—TOP MOUNTED APPLICA`I IONS0 �, 53i4 <r 1SOUS MIN.WEIGHT, GENERAL NOTES: ` (/ MECHANICAL UNIT - -- C ;• RIDP� .•' / PER SEPARATE 1. THIS PRODUCT HAS BEEN DESIGNED ACID SHALL BE FABRICATED IN ACCORDANCE WITH O�� ----- /// CERTIFICATION,TYP. THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE WITH ASCE 7-10. .a,��7 �,•. TCENTER OF GRAVITY THISZONPRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICAIE (�J�r g ASSUMED E ACT AT THE �\ 2. NO 33-1/3%INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS w li: Z iew o B GEOMETRIC CENTER OF THE �\ W B SYSTEM. ,$ MECHANICAL UNIT. D 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST �L Q U €i n MECHANICAL UNIT MUST BE O _ REPORTS. EL 01970387A,#TEL 019703970 BY TESTING EVALUATION LABORATORIES, d p SQUARE OR RECTANGULAR, u' SEE DESIGN ��JJ11 LL W 4244 $ NO IRREGULAR SHAPES. O 0 (CENTER OF �� SCHEDULE FOR INC..110 SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE 7 L m W '�ut GRAVITY PERh1tTTED. L H ---- 2 MAXIMUM SURFACE 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN W p E / AREA AND DESIGN 9 O O PRESSURE,TYP. ARE DETERtfINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR (' CONSISTENCY WITH EACH TEST PERFORMED. N a G S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH C1 III R THIS SYSTEt4 SHALL BE DETERMINED BY OTHERS ON A SIE-SPECIFIC BASIS IN CI I tip g u / / STEEL TIE-GOWN CLIPS. ACCORDAt10E WITH THE GOVERNING CODE. q 9 / I,2 SEE DETAIL I/4&Z/4 IN 6. MAXIMUM&MINIPIUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL ADDITION TO TIE-DOWN CONFORM TO SPEQFICATIOt1S STATED HEREIN.ALL MECHANICAL SPECIFICATIONS �_4 SCHEDULEFOR CLIP (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS•• • INFORMATION,TYP. AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. • f• 7. FASTENERS TO BE 012 Y.)4"OR GREATER SAE GRADE 5 UNL•SS NOTE8 OTHERWISE. • 4U 0••• • TAPCOFJS REFERRED TO HEREIN SHALL BE ITW BUILDEX B C INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR SCHEEDUl 4PR ARWOR ONLY, 3"MAX U! /� I\ TYP. REQUIREMENTS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROS ON PRO ECTIOI••• 9 • TYP.-}� _ /Y� 3"�P TO PREVENT ELECTROLYSIS. •••••• • O7 •- 7 u e. ALL STEEL CUPS SHALL BE AST.1 A283 STEEL GRADE D)WITH Fy-63 KSI OR BETTER. HOST STRUCTURE DESIGN BY OTHERS. ALL STEEL MEMBERS EN SHALL BE PROTECTED AGAINST PROTECTION I T•1 ACCORDANCE APPROVED z�I' • SEE TIE-DOWN SCHEDULES FORD els° � t��"lYII, MSN �" COAT OF PAINT,ENAMEL OR OTHER APPROVED PROECNOt!IN ACCORDANCE YlTTH THE z O�.moi •� • E ALLOWABLE SUBSTRATES.NOTE:WOOD `fly _ I' .18 N El 2010 FBC SECTIONS 2203.2 AND 2220.G90-RATED COATING REQWMr2FOR ALL • Z 3 • MEMBERS MAY NOT BE USED FOR \ j lJ\ �10OJV COASTAL INSTALLATIONS. • • • �u c w ROOF-TOP APPLICATIONS PER FBC 1522. 3"MAX pM yC 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIF400TW6.AS A MINIMUI.0 4 w D G /MAX TYP. tg1N1O03IN ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.THICK.AND SHALL HAVE g m^ •� • E h11NItfUt4 COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOW%WW-W6SE. • N ••� DOUBLE CLIP OPTION: TYP. l�Ec� 10. vLmWS�FCGRAVITY L BE=0.55 S GREATER.ERSO THERMCON@EYHOLO p 5V00DE•• Pr�^ Z (2)TOTAL CUPS MAY BE USED AT EACH CORNER(ONE EACH ON / \ MEMBERSISLEEPERS IS NOT PERMITTED FOR ROOF-TOP APPLICATIONS PER FBC Luc T E p• • OPPOSING CORNER FACES,3"FROM CORNER APEX,TOTAL OF IUZE(1)CUP"AT EACH CORNER SECTION 1522. •••••• a•,,na. (8)CLIPS PER UNIT FOR THIS OPTION).EACH CLIP SHALL NOT AS SHOWN WITH 3"MAX OFFSET 11. THE CONTRACTOR IS RESP014SIBLE TO INSULAE ALL MEMBEE FRO*D19EIMILAR `r 7., Q EXCEED 3'MAX OFFSET FROM END OF MECHANICAL UNIT AS FROM END OF MECHANICAL UNIT. MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F®.C.2003.M. • •ry • DETAILED HEREIN.DO NOT SPACE CONCRETE ANCHORS CLOSER CJ y --- 12.ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS.••4 4L4 a THAN THE ALLOWED SPACING LISTED IN THE TIE-DOWN MECHANICAL UNIT 13. THEADEQUACY OF ANYEXISnUGSTRUMRETOWrTHSTAPINSUPER1t4POSEDLOAD90 f • m ANCHOR SCHEDULES.SEE SHEETS 2&3 FOR MORE SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL!•D IS 1.1T I•CLUDED IN •••! • INFORh1ATtON. TIE-DOWN ISOMETRIC THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HERE11400 ADDlONAL • •.py • • -- "------"— "— "--- -- CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • `Y -0" ISOMETRIC 14. THE SYS7Et•1 DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR• • �_ _ A SPECIFIC SITE. FDR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED FOR CLARITY,THIS ISOMETRIC ONLY SHOWS 1"CLIPS.THE ISOMETRIC HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SIE v SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DQCUt•!Ehli. 9 LAYOUT IS TYPICAL FOR BOTH 1"AND 2"CUP APPLICATIONS. l - LL 15. WATER TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY _ '= OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED � TIE-DOWN CLIP DIRECTIVE EXAMPLE OR ALTERED WAERPROOFINGMEMBRANE ISRESTORED AFERFABRICATION AND � q INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE g - $9 RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS log $ (THE FOLLOYIING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MA%IP1UM ALLOWABLE WIND PRESSURE FOR ANY GIVEN h1ECIlANICAL UNIT THAT CONFORMS TO THE WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING B F p DIMENSION RESTRICTIONS LISTED HEREIN.SEE SHEETS 2&3 FOR TIE-DOWN SCHEDULES.) CONTRACTOR. 9p MECHANICAL UNIT CRITERIA: ee CONSIDER THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= e 36"TALL x 36"DEEP x 24"WIDE,150 LB WEIGHT AS VERIFIED BY OTHERS,INSTALLED TO 3192 KSI MIN.CONCRETE AT GRADE AS VERIFIED BY OTHERS. By PRocEouRE: _ DESIGN PRESSURE E_X__AM_PLE SCENARIOS PROCEDURE STEP RESULT COPTWWIWMLBEhMMFP. 1 LOCATE THE AT GRADE TIE-DOWN SCHEDULE ON SHEET 2 AND SELECT CUP TYPE _ ­--C_ONSIDER 1"STEEL CLIP SEE SHEET 4FOR ASITE-SPECIFIC DESIGN PRESSURE EXAMPLE&ACCOMPANYING UNIT ____ I CONFIGURATIONS WITH TIE-DOWN CLIP REQUIREMENTS. 2 DETERMWE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 36"x36"=9FT' - �..,__ 11—BMP-0001 E 3 ._ CHECK MAXIMUM UNIT HEIGHT RESTRICTION TUNIT HEIGHT IS 36"WHICH IS LESS THAN THE MAXIMUM ALLOWABLE HEIGHT OF 48" - - SCALBt N.T.S. O4 5 4 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH 1S 24"WHICH IS EQUIVALENT T THE t+I-MUM ALLOWABLE WIDTH OF 24 PAGE DESMPTWT& 5 DETERMINE THE NUMBER OF CLIPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT _ CONSIDER(1)CLIP AT EACH CORNER,INSTALLED TO ONCRETE SUB TRATE ex CONCLUSION:MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE= 40PSF (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.NOT INCLUDED IN THIS CERTIFICATION) 1"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: ' ..'• -T�— _ _ IIARDWPIALLOWAeIP IAYERAL WIRD PRL591Rfi tANCHOA YO ND"'T STFUICTUR07 __ ^'�i• V: FIAX AREA O SURfACE r _ 1)[LIP Ai EACH CORNER TOTAL OF 4 GTiP5 TcR WIR TO SHEET 2 C1JPi AT EACH CON EP. OTAL OF 0 LUIS PER UJ r -- 4 CLIPS AT EACH SIDE TOTAL OF ft QIPS PFR UtIIi - —' LIK. Utlti 1� AREA I LMFA Utl)T l:[pTH~ --- SHEET FtET01 HEIGHT LARGEST FACE TAPCON TO COtkRETE SHEET METAL S[REtY SHEET METAL SCREW WOOD 5[0.Fl TO TPFCGH i0 CONCRETE SHEET F1ETAt SCREW;SHEET LtETAL SCPEtY WOOD SCREYJ TO TADCOl1 TO SHFEi METAL WOOD SCRAP TO SCREW TO - ...' TO ALWIDRDt TO STEEL TJ000 I PO ALUPWIW4 < TO STEEL \YOCFJ COt1CRETE ALIK41tRR1 SCREK'TO STEEL WOOD 6 FT2 24'MAX I2't4UJ 93 PSF _ 431SF 43 PSI 43 PSF 61 PSF j 81 FSF _ elm 81 PSF ��1C E 9 FT2 32'MAIL IS MIN 32 PSF 32 PSI 32 3F 32 PSF ---_60 3F_ I- by FSF _ 60 PSF 4 FT2 90 PSF 90 PSF 90 PSF 90 PSF 170 3F 1]0 PSF I70 PSF in FSF 123 PSF t'3 PSF 123 PST 223 PSF yy, f'1 K V 6 FR _ 60 PSF 60 PSF _ 60 PSI 60 PSF t13 FSF _ 1 t3 PSF__...-_; --113 PSF 113 F�_ 82 FSF 62 MF 62 FSF _ 9 FT2 48-MAX 24"FIIN q0 PSF 40 PSF 60 PSF 40 PST 75 PSF,_- IS PSF I 75 PSF 7S PSF _ 54 PSE 54 FSF 54 PSF _S4 pSF_ 12 fT2 b FSF 30 PSF 30 PSF 30 Pal, S6 PSF -56 PSi _ Sb PSF 56 PSF 41 PSf 41 PSF __- ql PSF _-... ._ dl MSF _ _ J 16 Fl-2 a2 PSF a2 PSF 92 PSF 42 PSF b PSF 30 PSF 3D PSF 30 PSF -' 20 FT2 29 FSF 29 PSF 29 PST 27 PSF SS PSF 55 PSF �---- 55 PSF SI PSF _ 99 3F 49 PSF 49 3f -qe� Rt 1 25 FR e0-t4AX 48"Ptlti 44 PSF 49 PSF t 44 FST � _ 39 FSF 39M 39 PSF 30 PSF LZ"'S u - -_ - 75 PSF 33 PSF 33 PSF ___ 33 PSF ___Si� N m QQq 30 3F b 3f 1 30 PSF 29 PSF27 PSF 2J 3f 27 3F 26 PSF -- 'a- 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)•#12 SAE GRADE 5 SHEET METAL SCREWS OR(2)- e'O SAE GRADE 5 SHEET METAL SCREWS.(NOTE:FOR LONGER CUPS UTILIZE(5)-#12 '�,'1, }y SMS OR(4)-a"O SMS]. LL W y 2. M:CHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: N i± [ J $ 2.1- ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET VIETH Ry=30 KSI,0.125'MIN.THICKNESS. a 5 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL,GRADE 33,22GA MIN.(t=0.0299"). p W 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I-CLIP. .pip k #x, 4- A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ¢ ANCHOR SCHEDULE: •• •• SUBSTRATE ANCHOR • • • 0•, Gee, •• CONCRETE: (1)-K0 CARBON STEEL ITW BUIIDEX TAPCON,1-'FULL EMD TO CONCRETE,lir MIN. • • • • (4"THICK MIN,3192KSI MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT ANCHOR.BEANCHOR SCHEDULE NOTES: •• • • -- I. EMB AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. • • ALUMINUM: (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. •••••• • • Seel •• (0.125"MIN.THICK,6051-T6 MIN.ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. _ • STEEL: (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST TABLE LEGEND: .1 •• ••• n •> $ (025°MIN.THICK 33 KSI MSN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. • 4 - --- V -DENOTES EXAMPLE VALUE FOP.USE WITH COVER PAGE DIRECTIVE •••• • z•O F�+1.m4 $ • SEALED WOOD: (I)-#14 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER,PROVIDE 1;$"MIN.THREAD • • • Z (SOUTHERN YELLOW PINE,G-O.SS OR BETTER) PENETRATION,1'MIN.EDGE DISTANCE,1"MIN.END DISTANCE. ® -DENOTES VALUES NOT APPROVED FOR USE •••• • • • Egd • 'J'-] -SEE ALTERNATE RIP DE TAIL 5/9 ON SHEET 4 •••••• • j • • 2"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: ...... Lu o • — — ---. PiA1(114UM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO HMT STRUCTURE) -r----�- O y • •• NA REE O SURFACE ___ 1)CUP AT EACH CORNER(TOTAL OF 4 CLIPS PER DIRT 2 CUPS AT EACH CORNER(TOTAL OF 8 CUPS PER UR 4 CLIPS AT EA01 SIDE )TAL OF a OJ PER UNR t t • .~^. AREA OF URIfS Hum UIJIT WIOIH -- SHEET fiEfAl LARGEST FACE TAPCON TO CONCRETE SHEET METAL SCREtV SHEET PIETAL SCREW WOOD SCREYJ TO SHEET 14ETAL SCREt•J SHEET NETALSCREvf WOOD SCREW TO TAPCOH TO SHEET M �JOOp SCREW TO • TAFCON TO CONCRETE i TO ALUMMIUM TO STEEL WOOD TO AWNItR/M TO STEEL WOOD CONCRETE AUJIMI TO SCREYl TO F�L fOOD •• •• IS ---6 FT2 24'MAX t2 NIN 43 PSF 73 PSF 73 PSF 73 P F _ 81 PSF 141 FSF 14136 141 PSF °AW PNNU% _ • __._ --_ - __. {I— 9 FT2 32"MAX IS MIN 32 PSF _ 53 PSF 53 PSF 53 PSF 60 PSF 1 103 PSF 103 PSF .., I03 PSF _ / 43 M _43 3FL` PSF 4 FTZ 90 3F 197 PSF 147 PSF I47 3F 170 PSF Y e VSF 200 PSF 200 3F 123 3F 200 PSF 200 3F _ 200 P3F' 6 Fid 60 PSF 98 PSF 9$PSF 98 PSF 113 3F 1 191 3F 1913F 191 PSF _ 82 3F 142 3F - -- 192 3F___ 142 3F _ 9 FT2 91"FIA.. N"t41N 40 3F __ 65 3F 65 PSF 65 PSF 75 :F �_ i2)3f 2]3F 127 PSF - 5d PSF 99 PSF 94.3E 9q 3f a 12 F12 30 3F 4- 49 PS 49 PSF � 49 3F 56 3f L 95 PSF JS PSF 95 3F _ t 1 3F ]/3F /: SF 71 PSF _ i6 FT2 36 PSF 36 3F_ 36 PSF 42 PSF JS 3F 2l PSF ]1 3f b PSF 53 PSF S3 PSF .., - - —. - _ __ - .. H 20 FT2 29 PSF 44 PSF 49 PSF 49 3F 55 FSF 66 3F Be PSF 86 3F __49 3F 79 3F --79 PSF 79 3F `- 25 FT2 WAWA35 3F 35 PSF 35 PSF 44 3f 89 3F 69 3F 69 PSF 39 PSF 63 3F 63 3F 63 3F A 60"FUS 98'MIN _ B b R2 29 3F 29 3F PSF 37 PSF _ 57 PSF 5J PSF _57 PSF _ 33 PSF 52 3F 36 FR b PSF _48 PSF _ 48 PSF 98 FSF _ 27 PSF 43 3F a3 PSF 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-#12 SAE GRADE 5 SHEET METAL SCREWS OR(2)- ie 0 SAE GRADE 5 SHEET METAL SCREWS.(NOTE:FOR LONGER CLIPS UTILIZE gi (5)-#12 SMS OR(4)-WO SMS]. N 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.3. ALUMINUM HW SING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fty=30 KSI,0.125"MIN.THICKNESS. B Jy 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL,GRADE 33,22GA MIN.(t=0.0299"). & 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: — !�e SUBSTRATE ANCHOR CONCRETE: (1)•Ya'0 CARBON STEEL ITW BUILDEX TAPCON,1,,q'FULL EMBED TO CONCRETE,2 "MIN. PAPfB(OEFAALRL�BROOPE (4"THICK MIN,3192KS1 MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT ANCHOR. ANCHOR SCHEDULE NOTES: ll—BMP-0001 ALUMINUM: (2)-#14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN.PAST 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. (0.125"MIN.THICK,6061-T6 MIN.ALUMINUM) THREAD PLANE FOR SHEET METAL SCREW. 2• ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. mNTS �] OEBCR3PTlDIU STEEL: (2)-#14 SAE GRADES SHEET METAL SCREW TO STEEL,PROVIDE(SJ PINCHES MW.PAST I TABLE LEGEND: (0.125'MIN.THICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. _ -_D11J7/I//7 -DENOTES VALUES NOT APPROVED FOR USE I SEALED WOOD,1.1/2'MIN THICKNESS: (2)-#14 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER,PROVIDE Y2'MIN.THREAD Y!/!!!!!!!G (SOUTHERN YELLOW PINE,G=0.55 OR BETTER) PENETRATION,1"MIN.EDGE DISTANCE,1'MIN.END DISTANCE. __ tt -SEE ALTERNATE CUP DETAIL 5/4 ON SHEET 4 1"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS : �- A1fDeuLts4 AumYABle LATERAL WIP10 PItE551"O aacxoa TTI HMT Bn2Ucr/JNe _ --- EN421 ca7roRx To aGRma `•, 34A AREA O SURFACE I uyR 1 CUPAT SACH CORNEA TOTAL OF 4 RIFs TER 2 CLIPS AT EACH COitt t AL OF a CLIPS PER 4 CIPS AT SACH SIDE IOIAC OF 8 CLUv PER tSROtt i�Ryy c_.4gHiCHTREQU1(_5 3I � AREA OF UNITS ItWP WIOM - 1 TnaT.LJOfftpJ:tl67 ftEOtVatU! • :l y"3 s LARGEST FACE HEtWiT TAPCON TO CD%CRETE SHEEN T1EtAi SQ<EYJ SHEET METAL SCREW TA;CON TO CORCRETE RffET METAL SCREW SHEET METAL SC Zl SNEFT METAL SCREW SHEET METAL m - TAPCON TO CO]tCRETE TO ALUAtMUF1 SCRMfW TO STEEL - TO AtUMURR4 TO STEEL TO ALUl4ItAFM TO STEEL ! U.IfTS e-nR1U-tiEO[W gRBS I - - e --- RAISED AIaINtRlAt Of 87ltiHE5 -® 6 FR 22 I= 12`SRN 3D PSF 34 PSF 30 PSF 54 P5F 54 PSF 54 PSI AEDUE TIff ROOF SURF ftfE OR ! ie p ' 9Fi2 32"MAX 15'f4IId VJIfERE ROONF66MTERfAtS - afl PSF 40 PSF _ 90 PSi 1 0 - _4 FT2 113 P _ 113 PSF 83 ESF 83 PSF 83 PSF j EMEAU BENESTM PtdF tPAT'Of.• i OAF �1fV 61 PSF 61 PSF 63 PSF Ila PSF FAI SED EQwmmTFSUPPORIS ,j- 6 FR 43%f 41 PSF a1 PSF 75 PSF _ 75 PSF 75 P5F 55 PSF 35 PSF SS PSF FROt?DTNG AAIRMN gE NM L 9 FT2 48"l4A1t 24'MAX 27 PSF 27 PSF 27 PSF � j 12 FT2 50 PSF ; 50 PST SD PSE 3T PSF 39 PSF 37 FSF : HEM.,IAs,--i YE Vw 37 P5F 37 PSE 27 PSF _ 27 PSf 27 PSF SECTION 1509 ArmA3R t5210i THE 8 I 28 PSF 28 PSF 26 PSF 20 PSF 2D PSi _20 PSF �ArAS,CORFTO l A la ' 20 FT2 __ 36 PSF _ 3b PSF 36 PSE__ 33 PSf 33 PSF 33 PSP—_�__ tWRNMwKE CA Me ROOTING x - REPAIRS,REPUlCFKERf,AND R 1 �.4 25 FR ^MAX 48'I.1AX 29 PSF 29 PSF 2915E 26 F•SF 26 PSF 26 PSf SYSTFtt AW CUAB OR SUPPORT i Z a' ;V�W;i 6 30 Fit /7 UNLIZEO IWJN rayDEStGNSNALL Q dS, 36 F72 �/ RAVE SEPARATE DOCLa•.DfTA71DIJ NQS F� VERIF17M1G7MKr.GIlYam JS G m W V@¢ CLIPS SHALL 8E FASTENED TO MECHANI 1. TIE-DOWN CAL HOUSING UNIT WITH(3)-012 SAE GRADE S SHEET METAL SCREWS OR(2)- a"0 SAE GRADE 5 DHr+toE nrE Score DFTM9 J z N 9 SHEET METAL SCREWS.[NOTE FOR LONGER CLIPS UTILIZE(5)-#12 S14S OR(4)-3%'0 SMS). cERTIncanDR. Lu ,4 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: , 'g 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fty-30 KSI,0.125"MIN.THICKNESS. =' 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIF.STEEL,GRADE 33,22GA MIN.(t=0.0299•). ADDITIONAL ALLOWABLE UPLIFT:90 LBS/CLIP ON^� 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I"CLIP. (DESIGN TABLE ACCOMMODATES MAX 90LB/CLIP AS ADDITIONAL UPLIFT IN 'T O A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROMLATERAL FORCES.SEE ASCE 7-30 SECTION 29.5 FOR MORE INFORMATION.) 004-0— ANCHOR •ANCHOR SCHEDULE: r THE NUMBER OF CLPIN IPSUTILIZEDX 90LB/CL P •00' • •• *006••• - - - -- __-_wesi CONCRETE: _ANCHOR •• • •• - [ONCRETE: 1" EXAMPLE: 4 CUPS x 90 LB/CLIP =360LB H (I)•Y.'0 CARBON STEEL(NJ flUILDE%TAPCON,1/ FULL EMBED TO CONCRETE,2 V2'MIN. 696 f(� (4"THICK MIN,3192XSI MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT ANCHOR (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED •••••• •• h'• •;••• • ALUMINUFt: (1)-=14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER ••• •• O .I (0.125'MIN.THICK,6061-T6 MIN.ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. OR REGISTERED ARCHITECT;NOT INCLUDED IN THIS - ¢ • CERTIFICATION) J j� •� - g STEEL: (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(S)PINCHES MIN.PAST -'- ••••• • - gg (0.125"MIN.THICK,33 KSI MIN.STEEL) THREAD ANE FOR SHEET FIETAL SCREW. TABLE LEGS= • M • O , 1. EMBEDMENT A4D EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. I� -DENOTES VALUES NOT APPROVED FOR USE 0000 •• Z�t 1(.000 *'•• 2. EP75URE MINIMUM EDGE DISTAPlCE AS EMOTED IN ANCHOR SCHEDULE. }�- •SEE ALTERNATE CLtP DETAIL 5/4 ON SHEET 4 •••••• •• lE • •• = t • ' 2"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS: w o � �. a m - SNAtl CO/IFORHTD�Rt ""'mu"ALLOWABLE LATERAL WINO PREssIRIE ANCHOR TO HOST STRUCTURE) — 8UllDItJG CODE SEUtION jID9(Aw • p • MAXIMUM SURFACE (1 CLP AT EACH CORNER TOTAL OF 4 CLIPS PER 2 CLIPS AT EACH CORNER OTAL OF 8 CUPS PER UNR 4 RU5 AT EACH SIDE OTAL OF 8 CLIPS PER UNIT]i 3524 fOA/tVl�YMtCH REQUIRES ••• AREA OF UNITS w>R UNIT WIDTH -- THAT ROOF n20v/AEAI4ECH4RtCA • F-4 • gJ LARGEST FACE HEIGHT SHEET METAL SCREW SHEET METAL SCREW SHEET METAL SCREW SHEETMETAL SCREW SHEET METAL SCREW SHEET METAL LWTS9EMDUMCD49Vn • • TAPCON TO CONCRETE TAPCINI TO CONCRETE TAPCON TO CONCRETE PAISEb AfRNINW{OF •• • 4 Fit _ _ TO ALUMRNM - - TO STEEL _=1-- TO 117ALU:AIM -T I STEEL ' / -- TO ALUM36 pgMH ,5[RE T�STEEL �mff •� ••• • 6 FT2 17"ilA% 12"MIN 30 PSF 61 PSF 61 PSF 54 PSF 117 PSF Ill PSF THE UrvTT,OY •• 9 FT2 24"MAC 15"MIN 44 PSF 44 PSF 40 PSP 85 PSF 85, 61 PSF 123 PSF 123 PSF 113 PSF 200 PSI 200 PSF 83 PSE 177 PSF 177 PSE -- T Strom 6 FT• 41 PSF 82 PSF 82 PSF 75 P5T 158 PSF 158 FSF 55 FSF 318 FSF 118 PSF NETGHT IINACCORDANCE WM 9 ER 98'•FIA% 24"HA% 27 LSF 54 PSf 54P5f 50 PSF _ _ lOS PaF 14�I if 37 PSF _ 78 PSF __78 PSF >ECRON 1509 AND/OR 1522 0P"1E /2 F12 _, i 41 PSF 41 RSF 37 PSF __ 7915E 79 PSF 27 PSF 59 PSF 59 PSF EI UHNIGCODE TOP al B I6 FI2 _ 30 PSF 30 PSE 28 PSF 59 PSF 59 PSF 20 PSF - 44 PSE 44 PSF 'RWNTET,REDt!FTHE R D"NG ,�C'$ , • g 2D FR 36 PSF 36 PSF _ 36 PSF 71 PSF 71 PSf 33 65 PSP 65 PSF STSfifL AtIY CURB OR S(JI+PORT o @B 25 F12 ..MA% 98'MAX 29 PSI 29 PSE 29 F 57 PSF — S7 PSF 26 52 PST 5d ESE UTILIZED WDM TMS DESIGN SHALL , , 30M 47 PSF 9715E 43 PSE_ 43 PSF NAVE SEPARATE DOCHNSUDITION 36 FT2 39 PSF _ _ 39 PSF __ 36 PSF __ 36 FSE — �—Im IWEdVry Alm is OU15RN:ME SCOPE OF THIS 1, TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-#12 SAE GRADE 5 SHEET METAL SCREWS OR(2)- 1/'e SAE EmnffcAnoit. GRADE 5 SHEET METAL SCREWS.[NOTE:FOR LONGER CLIPS UTILIZE(5)-#12 SMS OR(4)-%*0 SMS3. ION z. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM UM HOUSING UNITS SHALL BE 6063.76 MIN.ALUMINUM SHEET WITH Fty=30 KSI,0.125'MIN.THICKNESS. ADDITIONAL ALLOWABLE UPLIFT:90 LBS/CLIP � 'S 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL,GRADE 33,22GA MIN.(t-0.0299') - 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR (DESIGN TABLE ACCOMMODATES MAX 90LB/CLIP AS ADDITIONAL UPLIFT IN & SITE-SPECIFIC ENGINEERING. COMBINATION ASCE 7 10 SECTION 295 FOR TURNING FRO ION FOLATERAL PER UNIT y ANCHOR SCHEDULE: ALLOWABLE UPLIFT UTILIZEDIx BASED BL/CLIP �� B SUBSTRATE ANCHORTHE CONCRETE: (I)-Y9"0 CARBON STEEL ITW BUILDEX TAPCON,1 5/'FULL EMBED TO CONCRETE,2 Y/"MIN. EXAMPLE: 4 CLIPS x 90 LB/CLIP >360L6 11-BMP-0001 (4•THICK MIN,3192KSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY A03ACEM ANCHOR. _ _ (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED .T.S 04 ALUMINUM: (2)•#14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. ON ASITE SPECIFIC BASIS BY LICENSED ENGINEER PAG•DESCRIDTMNI (0.125'MIN.THICK,6061-T6 MIN.ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. _ OR REGISTERED ARCHITECT;NOT INCLUDED 1N THIS STEEL: (2)-#14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST CERTIFICATION) (0.125'MIN,THICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. Tp�A�BLE LEGEND: �� EMBEDMENT'AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. ----- -DENOTES VALUES NOT APPROVED FOR USE C@ 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. tt -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET 8 `FOR ANY CLIP LONGER THAN 10' td " .• - 3aRC0,P.E. UTILIZE(5}#12 DE SAE GRA5 - j SHEET-#12L SCREWS OR •Aa'`�� (4)-3/8"SAE GRADE 5 SHEET 1j I y.•ao.• tvo.f . � . METAL SCREWS(PROVIDE 2-MIN. Ric, 7_I - SHEET METAL SCREWS AT THE 0.19' TOP OF THE CLIP)TYP. STATETYP (3)-#I2 SAE GRADE 5 O•. /r SHEET METAL SCREWS MECHANICAL UP41T BY OTHERS.ALUMINUM a•e�;.•FCp�I -t;d,•/�S'7 f° u THROUGH CLIP,TO HOUSING UNITS SHALL BE 6063-T6 MIN. •'•.-,, !.y \ (3)-#l2 SAE GRADE 5 s/ 1X. O p gm a 0.068'THICK--, L o u h1ECFIMII(AL HOUSING —ALUMINUM SHEET WITH FtY=30 KSI,0.125"- O i6p1��1,*'' p a a ASTM A283 o z UNIT BY OTHERS. % MIP.THICKNESS,STEEL HOUSING UNITS SHEET METAL SCREWS °+''++o+ �A L y� qy pl / i SHALL BE 33KSI MIN.STEEL,GRADE 33, %THROUGH CLIP TO ++74gfu Yd m eo d STEEL,TYP. i I PROVIDE RE PINCHES _ 22GA MIN `\ MECHANICAL HOUSING W t•1IN.PAST THREAD PLANE R=0.0299"). / �UJ t6 w FOR EACH Sf•15,TYP. UNIT By OTHERS. o;o; n ! o (� • / PROVIDE(5)PINCHES _Z� >U Ss'x 0.113'THICK ASTM MIN.PAST THREAD PLANE �L T� N I ¢o 0.068'THICKASTM -.. ) �� Q� I7'aj a? ® � A283 STEEL CLIP,TYP. A283 STEEL CLIP,TYP. C FOR EACH SMS,TYP. i m W a (3)-#12 SAE GRADES FV v (q y p g SHEET METAL SCREWS 1 U /�. BASE OF UNIT SHALL \� ANCHOR PER BASE OF UNIT SHALL (1)OR(2)ANCHORS W �(4 OR(2)-3/8"SAE 3�+ BE FLUSH WITH BASE 3/8 j SCHEDULE BE FLUSH WITH BASE �) PER ANCHOR EW. '$ GRADE 5 SHEET OF CLIP,NO SPACE \ OF CLIP,NO SPACE \ - 3/8 SCHEDULE METAL SCREWS AT y"0 HOLE,WITH PERMITTED,TYP. PERttITTED,TYP. W TOP OF SLOT,TYP. ANCHOR FROM 1" (OTHER CLIP ANCHOR DIMENSIONS SUBSTRATE PER / ti D 0.75 SCHEDULE,TYP. SIMILAR) a ANCHOR SUBSTRATE PER \� SCHEDULE -•� ANCHORT •• • �-(VARIES) I SCHEDULE • • -1 0.375' , :. (VAFSES) •• • ••• • 1" TIE-DOWN CLIP 2" TIE-DOWN CLI • ••• • 1 1" CLIP ISOMETRIC DETAIL s ANCHOR DETAIL •••••• •• •• 4 ANCHOR DETAIL � 4 N.T.S. ISOMETRIC 4 3"=1'-0° DETAIL ��• DETAIL Z • � CLIP IS DESIGNED FOR FULL 9,'✓ -- I.� ro,4 CONTACT WITH THE BASE OF EACH CONTACT WITHIDESTH R Fy,Cll •• • CLIP'S MECHANICAL UNIT,TYP. VIT •• J•• MECHANICAL UNIT,TYP. • • •••••• •• m n a��u1• ••� 0.125° • • • � "' UNIT WIDTH { DESIGN PRESSURE EXAMPLE SCEINAIM: Lu a a m 0.AST THICK CLIP OFFSET _` I CLIP OFFSET (THE FOLLOWING GN EXAMPLE ILLUSTRATES THE PROCEDURE USED SI DEPARAM T THE USED • a • ASTM A263 �/� CLIP PAIR SPACING--iT SPECIFIC DESIGN PRESSURE FOR 175 MPH,EXPOSURE D.THE DESIGN PARAMETERS USED 04 • STEEL,TYP. HEREIN SHALL BE VERIFIED BY A LICENSED ENGINEER,REGISTERED ARCWTECT OMBUILDING • • �'� OFFICIAL FOR APPLICABILITY TO THE SITE-SPECIFIC ADDRESS AT WHICHWHE MBUNTNG ®., •• • .. .. SYSTEM ILLUSTRATED HEREIN IS BEING INSTALLED.THIS CALCULATION A9"ES NCWVIND • • • ,SPEED-UP EFFECTS,BUFFETING OR CHANNELING FROM OTHER STRUCTURES) • 3°NP I MECHANICAL , IVI/I t - UNIT PER SITE SPECIFIC PARAMETER • 2 `r (3)-#fl2 SAE GRADE 5 -�- SPACING BASIC WIND SPEED..............._...........................................175 MPH ffi SEPARATE _ ,� SHEET METAL SCREWS EXPOSURE CATEGORY..................................... ................1) LLRTIFICATIDN ,- n� �( OR(2)-3/8"SAE MEAN ROOT 1�,F.IGMT............................................ ..........70 FT II GRADE 5 SHEET MAX HEIGHT OF UNIT CENTROID(ABOVE ROOF)...................5.00FT q N METAL SCREWS AT TOTAL HEIGHT OF UNIT CENTRIOD.......................................70FT+5.00FT-75.00F( TOP OF SLOT,TYP. DESIGN VARIABLES �� UTILIZE 4 CLIPS EA SIDE Kd=0.90,gz=96.28 PSF,GCF(LATERAL)=3.10,GCf(UPLIFT)- 1.50 ° B ( ) (ASD)LATERAL WIND LOAD- 0.6 x(gz x GCf)=0.6 x 96.17PSF x 3.10=178.88 PSF, �y 9 ............00O 'Y"O HOLES,NOT TO OF UNIT FOR A TOTAL OF (ASO)UPLIFT WIND LGAO= 96. ((i @ 0.6 x(qz x GCf)=0.6 x 17PSF x 1.50= ¢,5§-ESF_ a g BE USED FOR i EIGHT PER UNIT— ANCHORS,TYP. 30°x30"x30-UNIT INSTALLATIONS MUST MEET/UTILIZE THE FOLLOWING CRITERIA:- P HEIGHT FROM GRADE TO CENTROID OF UNIT SHALL BE 5 75.00 FEET. B $ �S UTILIZE(2)-2"TIE-DOWN CUPS PER CORNER.SEE"ALTERNATE SPACING DETAIL 5/4'FOR 0 .375° CLIP CONFIGURATION. 'UTILIZE(4)-#12 SMS TO HOUSING UNIT PER EACH CLIP. >v 0.75" •p0+ • `UTILIZE(2)-#14 SMS INTO 1/8'6061-T6 ALUMINUM RAIL)SUBSTRATE PER THIS APPROVAL. @gp \F a •UTILIZE(2)-#14 SMS INTO 1/8'33KSI STEEL RAIL/SUBSTRATE PER THIS APPROVAL. +9� 0.50' 48'x48'.48'UNIT INSTALLATIONS MUST MEET/UTILIZE THE FOLLOWING CRITERIA: COPYMMFRAM(LBORUMAE, • HEIGHT FROM GRADE TO CENTROID OF UNIT SHALL BE 5 75.00 FEET. •Sp„ 0.50' • UTILIZE(2)-2-TIE-DOWN CUPS PER CORNER.SEE BE SPACING DETAIL 5/4'FOR 11-BMP-0001 r ttALTERNATE CLIP DETAIL CLIP CONFIGURATION. 5 FACTORY-MILLED%'0 HOLES; pSp, SCAL& N.T.S. Oil 8 UTILIZE(1)OR(2)ANCHORS .0 O° (� N.T.S. PLAN 'UTILIZE(5)-#12 SMS 70 HOUSING UNIT PER EACH QIP. pA•R p��pnp� FROM 2"CLIP ANCHOR 'UTILIZE(2)-#14 SMS INTO 1/8'6061-T6 ALUMINUM RAIL/SUBSTRATE PER THIS APPROVAL. SCHEDULE,TYP. 'UTILIZE(2)-#14 SMS INTO 1/8'33KSI STEEL RAIL/SUBSTRATE PER THIS APPROVAL. 0.50' 'SEE Z•STEEL CLIP TIE-DOWN SCN2DULBt ROOFTOP MOUNTED INSTALLATION TABLE I c� 2" CLIP ISOMETRIC DETAIL NOTES&IINFORMATION.tPANYING ANCHOR INSTALLAT ON TO CONCRETE EFOR MAY NOTD EIUTTILIZ D FOR THEBDSESITE GN N.T.S. ISOMETRIC CRITERIA NOTED IN THIS EXAMPLE. L�� TABLE 5 :Vult=140 MPH,EXPOSURE B TABLE 6 :Vuft=140 MPH,EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE-) (FOR USE WITH A RISK CATEGORY II STRUCTURE") jALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOFTOP HEIGHT(H) �� I. •••N,Py ___---{I A E•DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE MAXIMUM I MAXIMUM ` �p SURFACE AREA OF I UNIT UNI j CL C2 C3 C4 SURFACE AREA OF UNIT UNIT Ci C3 C4 LJ UNIT'S LARGEST HEIGHT WIDTH I I UNIT'ALA GEST I HEIGHT WIDTH C9 FACE 6 FT' 24'MAX 12'MIN H415FT i H5200 FT H520O FT H&200 FT 6FT' I24'MAX 12"MINI AT GRADE H5200 FT H5200 FT H5200 60 FT<HS120 FT ` 9 FT' 32"MAX 15"MIN AT GRADE H A 200 FT H:9 200 FT H S 200 FT 9 FT' 32"MAX 15"MINI N/A H 5 200 FT H S IS FT �S2 0D FT 2760 FT<H5200 FT Y ;ym 6n4 FT' H5200 FT H S 200 FT ' a 6 L9 H520O FT H5200 FT 4FT H520O FT H5200 FT H9200 FT 00 FT yA1 Zg 6 Fly I H 540 FT H 5 200 FT I H S 200 FT H 5 200 FT 6 AT GRADE H 5 200 FT H 5 200 FT HS 200 FT 60 FT<H5200 FTI i I 60FTcHS180FT 3G' N m J 9FT' 48*MAX 24*MIN ATGRADE I HS20OFT H52O0FT H5200FT 9FT' 48"MAX 24"MIN AT GRADE HS200FT H540FT H52GOFT owe. 60 FT<H 580 FT 60 FT<H5200 FT �wp 12 FT' AT GRADE I H5200 FT 60 FTH<540 FT H S200 FT H5200 FT 12 FT' NIA H5ATGRADE 200 FT H5200 FT I a 60 FT<H 5140 FT k 16 FT' N/A H5200 FT H515 60 ',0FTH5200FT 16 FT' N/A 60 FT<15FT AT GRADE Hi WF? FT<HS g ----.._- ---- H515 FT H53OFT •-•t•-, U •• ••MA $$ 2O FTI N/A H5200 FT 60 FT<!5 FT H5200 FT 20 FT' N/A 60 FTcH 5200 FT•j HS 11 j• I z • y 25FT' N/A H540IT ATGRADE H5200 FT 25 FT' N/A ATGRADE • H528aFT + I--I •• Y• 60 FT<HS200FT 6OFT<H58OFT 60FT<H5140Fi J •� 6O"MAX 48"MIN -- - —-- H 515 FT - 60"MAX 48"MIN —. •••__ —.!_._...._. 30 FT' N/A AT GRADE H S 200 FT 30 FT' N/A AT GRADE N/A•• 60 FT<H 5160 FT H 5200 F? $••y _---- --_--__ _ --- .------ _---` z o •d i ATGRADE ,/p 36 FT' �— N/A FT H580 FT ATGRADE H S 200 FT L— 36 FT' -N/A --- AT GRADE •••Ii•• 3 � O b ti"� • 60 -- -- I -- •s.sss ssssss Z �Ns TABLE 7 :Vult=140 MPH,EXPOSURE D •• •• •••• 0�A •• ' (FOR USE WITH A RISK CATEGORY II STRUCTURE-) •••••• • W M a a • I r.._ _ • • • z V�jj qqq• Z ALLOWABLE ROOFTOP HEIGHT(H) • • ••0::@ ••• H •• •4�. TIE-DOWN CONFIGURATION TYPE • • d. • MAXIMUM g� SURFACE AREA OF UNI UNIT CL C2 C3 C4 •••• • •••:•• m • • ? UNIT'S LARGEST HEIGHT WIDTH i •• • FACE 6FT' 24"MAX 12"MIN --_N/A-�_---- H520OFT H530FT H5200 Fi .. _ 6OFT<H520OFT - 9FT'—_- 32'MAX 15"MIN N/A H5200 FT ATGRADE H!;200 FT 60 FT<H 5140 FT g �� >a AFT 4FT' 60 FT<H s5220T<H00 FT HS200 FT H5200 FT H5200 FT FI _JII - -�,- --- _6 FT=.—i 60 FT<HR5100 FT H:5 200 FT H5200FT H5200 FT q - 9 FT' 48"MAX 24"MIN N/A H S 200 FT- H 515 FT —H 5 20O FTS 60FT<H5200FT 1 _ g12 FT' N/A H54O FT ATGRADE H5200 FT 1 � < _ 60FT<HS200FT 60FT<H580FT 16 Fr N/A 60 FT<HR520O FT N/A H5200 FT OXMdfIN(FPAILtLBHPUR00PE 5 20 FT' - --- N/A 60 FAT GRAD O FT ATGRADE - H 5200 FT 15-2378 _ __ BtAL81 NTS I 25 FT, WA ATGRADE N/A H 5 200 FT PAGE GEECRIPTIONI — 60"MAX 48"MIN(-- 60 FT<H 580 FT 1 H 540 FT m "AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN! I 30 FT N/A N/A N/A 6G FT<H 5100 FT BREVARD COUNTY.CHECK WITH LOCALAUTHORTTY HAVING JURISDICTION I / / / AT GRADE FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUPITIES. 36 FT I i N A N A N A 60 Fi<H S 200 FT I i