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MC-15-1690 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL / Y Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238493 Permit Number: MC-7-15-1690 Scheduled Inspection Date: July 15, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: STEELMAN, FRANCINE Work Classification: A/C Replacement Job Address:25 NE 110 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360040290 Project: <NONE> Contractor: UNIVERSAL HVAC CORP Phone: (305)785-7630 Building Department Comments EXACT A/C CHANGE OUT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 14,2015 For Inspections please call: (305)762-4949 Page 25 of 39 SNs y Miami Shores Village * � 10050 N.E.2nd Avenue NE •"' ""'" Miami Shores,FL 33138-0000 Phone: (305)795-2204 �'lpl`°jRioA Expiration: 01/05/2016 Project Address Parcel Number Applicant 25 NE 110 Street 1121360040290 FRANCINE STEELMAN Miami Shores, FL 33161- Block: Lot: Owner Information Address Phone Cell FRANCINE STEELMAN 25 NE 110 Street MIAMI SHORES FL 33138- 25 NE 110 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,184.00 UNIVERSAL HVAC CORP (305)785-7630 (305)200-3964 Total Sq Feet: 0 Tons:3.5 Available Inspections: Additional Info:EXACT A/C CHANGE OUT Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# MC-7-15-56254 DBPR Fee $2.20 07/09/2015 Check#: 1013 $ 117.84 $50.00 DCA Fee $2.20 Education Surcharge $1.00 07/07/2015 Check#: 1011 $50.00 $0.00 Permit Fee $146.44 Scanning Fee $9.00 Technology Fee $4.00 Total: $167.84 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 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. Futhermore,I authorize the above-nameAactor to do the work stated. July 09, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 09, 2015 1 E Miami Shores Village 4� BuildingDepartment JUL 07 i �Qc 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ll '(� Tel: (305)795-2204 Fax: (305)756-8972 V4 INSPECTION LINE PHONE NUMBER:(305)762-4949 S— FBIC 20 ( H BUILDING Master Permit No. I�/ _l g- I G q 0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 7gMECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9-5- 412?;- s//0 City: Miami Shores County: Miami Dade Zip: 3_3/44 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): a 4d/VE7 ��l/�'j/ Phone#: Address: 1/zq 5;�— City: / �` � State: JZip: 3-3 Tenant/Lessee Name: Phone#: Email: ;0 ��� / CONTRACTOR:Company Name: C/ / Phone#: 3,0-4— Address: City: -e-- State: Zip: _S Qualifier Name: d r q@ w� Phone#: State Certification or Registration#: ✓ � L Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: /l City: State: Zip: Value of Work for this Permit:$ � Square/Linear Footage of Work: Type of Work: ElAddition El Alteration ❑ New Repai /Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ i CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ I TOTAL FEE NOW DUE$ (Revised 02/24/2014) 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 no�be approved and a reinspection fee will be charged. Si na ure Signature y - OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this & day of �U �yy 20 )- by ra day of � 20 IS' by �I'U tic I nc fce Ii r4 is personally known to w tae C—�c��'c��( t who is personally known to me or who has produced?-3 � (0`126 r;9 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU IC: t r Sign: "--` Sign: Print: 1? a�,�"'%� �� r; ' IS DIAZ- Print: yp�ar �RELIS DIAZ_ ,a+. •�' Rotary Public State of Florida N My Comm. Expires May 2,2016 Seal My Comm.Expires May 2,2016 Seal: Commission #EE 194981 Commission#EE 194981 °P,t,' **************************************** **** **** ******************************************************** 'r APPROVED BY Inns aminer Zoning �.. Structural Review Clerk (Revised02/24/2014) 5�°RES p� Miami Shores Village Building Department some �_ �...��+ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 20"T Xoy` Tel: (305) 795.2204 �LORIDp` Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT 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 sheets are not acceptable. Job Address(where the work is being done): P�5r 4� o1,0 57— City: Miami Shores Village County: Miami Dade Zip Code: �� d 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 F] NOZI ARHI Sheet Attached:YES ❑ NO Contract Attached:YES f— 0 P UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER ~ AHU or PKG. UNIT MODEL# rny_f'' A r4/_;Z N COND. UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER EER` YES NO `REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES N YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit08/24 480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration No. Certificate of Competency No. Signature Date: vc, t 5—. (Qualifier's signature) (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ' " CONSTRUCTION INDUSTRY LICENSING BOARD Xkj GAC1816556 �. R. The CLASS AAIB CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 GONZALEZ, JORGE L ' UNIVERSAL HVAC CORP •. 2450 W 80 ST BAY#2 HIALEAH FL 33016 ❑ t • ISSUED: 07/10/2014 DISPLAYAS REQUIRED BY LAW SEQ# L1407100000858 Local Business Tax Receipt Miami-Dade'County, State of Florida THIS IS NOTA BILL — DO NOT PAY.- BT 6695200: Busime s mWEn:oCATION RECEIPT NO. EXPIRES UNIVERSAi.HVAC CORP sEntE m SEPTEMBER 30, 2015 2450 W 80 ST BAY 2 6968219 Must t.displayed at place of business KIALEAH TL 33016 Pursuant to County;Code Chapter 8A—ArL 9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ' UNIVERSAL HVAC CORP 196 SPEC MECHANICAL CONTRACTOR BY TAX COLLECTOR Worker(s) t CAC1816556 $49.50 02/02/2015 CREDITCARD-15-019423 This Local BusineasTax Receipt only cep nma;paymentof the Local BusinessTax.The Receipt is not a Bcense, 1 permit Ora certificatioa at Ht hoidei ! Jul, 7. 2015 10: 17AM No. 6872 P. 1 TE(MMlDD1YYYY) +a CERTIFICATE OF LIABILITY INSURANCE DDATE(M 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder i5 an ADDITIONAL INSURED,the policy(i")must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condWone 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 NAME: MARTA ALONSO _ Florida Bankers Insurance PffNE (305)26"493- (305) 7276 SW 8 Street EdNAnuc No (305)262 0679 R Miami,FL 33144 PRon�IOE► p1 $; manta@floridabankersinsLLmnoo.00m � - Phone (305)266-6493 FOX (305)252-0679INSURER(,AFFORDING COVERAGE NAIC i INSURED II INSURERA: FEDERATED NATIONAL INSURANCE CO. UNIVERSAL HVAC CORP. INSURER 13: 1639 W 72$t INSURIER C: HIALEAH,FL 33014- INSURER 0: (305)785-7630 INSURER 12; INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THATTHE 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 MAYBE 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. LTR TYPE TYPE OFINSURANGE b� PpuCYNUMBER MoOnrToorc7w MMDD/-- OMITS GENERAL LIABILITY IEACH OCCURRENCE $ 1,000.000.00 1`E8_J k_ggqED V❑ COMMERCIAL GENERAL LIABILITY _PRErAISES1Ea occurrence $ 100-000.00 ❑ ❑ CLAIMS-MADE 0 OCCUR GL-0504007676.04 MED EXP(Any one person) s 5.000.00 A ❑ _ 07/12/2016 07/12/2015 PERSONAL&ADV INJURY S 1,000.000.00 ❑ _ GENERAL AGGREGATE s 2,000.000.00 GEN'LAGGRWATELIMIT APPLIES PER: PRODUCYS-COMP/OF AGG S 2,000.000.00 0 POLICY ❑ PEO- ❑ LOC $ AUYOMOBILE LIABILITY COMBINED SINGLE OMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED pIJTp$ ', BODILY INJURY(Per strident $ ❑ SCHEDULED AUTOS PROPERTY DAMAGE $ ❑ HIREDAUTOS (Peraccldent) ❑ NON-OWNEDAU70S $ ❑ UMBRELLALIAB F-1 OCCUR EACH OCCURRENCE S ❑ E)(CFSS LIA9 ❑ CLAIMS-MADE AGGREGATE S ❑ DEDUCTIBLE S RETENTION S $ WORKERS COMPENSATION WC$TATO- E] EMPLOYERS'LIABILITY Y/N gY LIMITq��E ANY PROPRIETOR/PARTNERrEICECU'rWE E.L.EACH ACCIDENT $ OFFIGER/MEMBEREXCLUDEDI 'NIA (Manelat4ry In NH) E.L.DISEASE-EA EMPLOYEE$ Ii yeadescribe under DESCRIPTION OF OPERATIONS below E.L.OISEASE.POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) AC MECHANICAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE MIAMI SHORES,FL 3$138 AUTHORIZED REPRESENTATIVE 1305)766-8972 O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109)OF The ACORD name and logo are registered marks of ACORD ii7412014 tut s�uE sz�ti jEFF AMA-M STA3EOFFLORIQA CHIEF RUMCLOL OFFICER DFAMME14T OF]FINANCIAL SERVICES TION DIHISION OF WORISSRS' r=CERnFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY MMMPTION s certifies that the individual fisted below has elected to be e>SmPt from Florida Workers'Compensation law_ -hi EFFECTIVE 513012014 1=3fP1RAT[ONi3A7E: W912016 JORGE L PERSON: GON�EZ = F13N: 272649543 BUSINESS NAMEANDADDRESS: UNIVERSAL CORP = 1639 W 72 ST HIP—EAH R— 33014 SCOPES OFBUS94MS ORTRAOE HEATING,VEN-iLPTION, AIR-GOND mrin d�a rmnCis d-�trJ��a�cc� drlec6m�ars sz�mces � 'a m a�ddttf data b t7�.FS-Cea45e aas7�Y'u'tl"'t9tmd or sdr�s FSPIcm ay.v�.7.c2 G` dtlnnarue rsedrn@zreor dp � rerniCffiaHdrte� m( r3+At45t131 sta6 red�aoa65s�eba<9le�falsedRa �isa�+o'xfac&�5[SG'l1� ar gso7mSec ec tomwf d dLL=ss-*m - prs..,ne.rar�mmecea'fi�"+.s QUESnONS?t8�6k`13-7604 aFs r^2 DvrC-?3?eE'�T1FfCAic OF ELECTM ZQ BE EMS, 67�z hs-Jlepps$.Ildfs card truer a� ine3B743gt16Tl=R6RIKMZ'Ya21 elOFSO�v9NPOM42Xe!rDRG)CM3 i--- 112 UNIVERSAL HVAC CORP 2450 W 80 ST BAY#2 HIALEAH FL 33016 PH: 3057857630 Date:07/07/2015 State of Florida County of Miami-Dade Before me this day personally appeared Jorge Gonzalez who, being duly sworn,deposes and says: That he will be the only person working on the project located at: 25 ne 110 street Miami Shores, FI 33138. Sworn to and subscribed before me, 2015,this 7 day of J . 2015 by Personally know V Or Produced Identification Notary Name `Ry n MARYELIS DFi • 1. Notary Public-Stat •_ My Comm. Expires Commission# E S�C.I wn Miami shores Village also Building Department rem It"0 yam OR1Dp` 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt i£ 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Si atu Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of By {�—<+� 2 e ��e �� 7 who is personally known to me or has produced as identification. Notary: DIAL Notary Pu is- tate of Florida SEAL: = ; My Comm.Expires May 2,2016 -�F Commission#EE 194981 e 1 r rg Certificate of Product Ratings AHRI Certified Reference Number: 6937488 Date: 7/7/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 24ABC642A**30 Indoor Unit Model Number: FX4DN(B,F)043L JUL ' Manufacturer: CARRIER AIR CONDITIONING i x Trade/Brand name: CARRIER Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT,WA,WV,WI,WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. Series n" Manu Rate w i rce with Rl% t / � i � t e '/ r / �i' '% % / � � �urCe Heat o ' ! �"�/' third part oo aacit � Ratings followed by an asterisk(")indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better"' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. „ „-;Z"iM, Nk 130803 ©2014 Air-Conditioning, Heating,and Refrigeration Institute d ,////VA R �i !, ,;i, i -11-ANN °Y ENGINEERING Product Evaluation 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-Dawn Clips,1'and 2'Models Product Description: Steel Tie-flown Clip System(For Use with Mechanical Units at Roof or Grade) Supe of 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. 0000 . . 000 . Substantiating Data: •••' 00*0• . . 0 900:6000 446009 PRODUCT EVALUAT-ION DOCUifa NTS 000000 0 0 , FLB drawing#11-BMP-0001-01 titled'Mechanical Unit Steel Tie-Down Clip Capacities:Aperade and .*..• . Roof-Top Mounted Applicatiorie,sheets 1-4,prepared by Engineering Express,signed&see dby Frank. ..... L. Bennardo,P.E.is an integral;part of this Evaluation Report. •••••• ••• •.:..' .. .. .. 0000.. 0000.. • TEST REPORTS • Ultimate test loading structural performance has been tested in accordance with ASTM 61761-S8 test...:o 000000 standards per test report(s)#TEL 01970387A and#TEL 01970387B by Testing Evaluation labaratoribs, ;••••: Inc. •0 0 0 .. 0 0 00 • • STRUCTURAL ENGINEERING CALCULATIONS Raised Engineer's Seal\L;gWfOF- Struc Lural engineering calculations have been prepared which ou •��' evaluate the product based on comparative and/or rational FE9 '• �f �Q'% analysis to qualify the following design criteria: F•'• p 1. Maximum Allowable Unit Wind PressuresSe ' 2. Minimum Allowable Unit Width Frank L Bennari0 E. 3. Maximum Allowable Unit Height #PE0046549 z- 4. 4. Minimum Unit Weight : 4 5. Maximum Allowable Unit Surface Area 1 t, 6. Clip Configuration and Angor Spacing '•y�S *`• 7. Anchor Capacity for Various Substrates ''�'''tfse�f�,.,t?�+ '''•4�• 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 334-4L PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGtN February 21,2013 BMP NTERM110NAL—SLOTTED STEEL 111MVIN CLIPS 1"12" Page 2 of 2 f 8. Mmumum AbowabAs Additional Uplift per CNP in Comte with Lateral Fords(For Use with Rooftop APpOcabons) i No 33%Increase in allows stress has been used in the design of this product. impact Resistance: Notapplicable-ththis product s Wnd 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). nation The product listed above shall be instaIM in strict corroancie with the Product Evaluation Document(i e. engineering dtmft),along with all components noted therein. The product components shalt be of the mated specified in the Product Evaluation Document(Le. engineering drawing). i Limitations & Conditions of Use: •••• w • • wwww ww Ywww! Use of thft product shall be in strict accordance with the Product Evaluation Document OP,bnaineerkV. • drawing)as noted herein. •., ww Ywww wwwwww' AN supporting host Ouctum shall be de�to resist all supernposed loads and dM bb-df a matemd • listed In this producrs respective anchor schedule. Host structure conditiom which •, �••••� in tht products respective anchor schedule shall be designed for on a s basis's 9 •• •••.. professional engineer. ••••• All components which are permanently installed shall be protected against corrosion,cpration,and other such damage at all times. .... . wwwwwY This product has been designed for use within the High Velocity Hurricane Zone(HVH4). .•. wY' ) wwwwww' • www w Y • w w 160 SW 121" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 W W W.EN&EXP.COM • • • • • • • • • • x BMP INTERNATIONAiy TNG. -�• �� MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADEE§L•RtOP-T(;P h;UNTED 'LItATION5 = x ISOLBMIN.WEIGHT, G NERAL NOT S; ' MECHANICAL PER SEPARATE •• • •1. 7H S PROQUCT MAS"IR DE51¢!ED AND SHALL BE FABRICATOO IN ACCORDANCE WITH CERTIFICATION,TYP, Jf1E RkQt17R�MENT�t X1(@1( }LORIDA BUILDING CODE FOR USE WITH ASCE 7.10. TCENTER OF GRAVITY I • • • 1H 19FPROEUC}MA:%e UBIO%ITH1It AND OUTSIDE TH!HIGH VELOCITY HURRICANE , ,� ASSUMED E ACR AT THE •• • •2, 5 1/APtNCR�S!IN ALLWYAke STRESS HA5 BEEN USED IN THE DESIGN OF THIS p Gtow EOMERRtCCENtER of THE MECHANICAL UNIT. �'� •• • •!, Dolo"It @MED O MINIINrMVIOED PRODUCT AMO 016 SHESTS FROM TEST MECHANICAL UNIT MUST BE j SEE DESIGN REPORTS,OL Qt9703BTA. BY TESTING EVALUATION LABORATORIES, C a SQUARE OR RECTANGVLAR, tCtiNTER OF SCHEDULE FOR 7NC•.NO SUBSTtTI1TIoN5 WIT liT WRI !N APPROVAL BYTHIb ENGINEER SMALL Be 000000 NO IRREGULAR SHAPES. GRAVITYMAXIMUM 9URfACE PERMITTED. 4 AREA AND DESIGN . ARE 0lje AS J PRESSURE,TYP. CONSq�MIDESIGN ED MPRESSURES UGMUR�[NO F pEPORT CAPACITY ATA iso OF CLIPS LISTED CSMFCKEO FOR�..... ISTENCY WITNBACH TEST PHRFiTRMEtf. yJ S S. REQUIRED LATERAL AND/OR UPUPI'DESIGN PRE55URlS CA4WlATEp FOR USE WITH CC g f ! THIS SYSTEM$HALL BE O•TERMINED 0Y OTHERS ON A StTE•SPECIFIC SASIS IN STEEL TIE-DOWN CLIPS. ACCORDANCE WITH THE GQVERNIMG 1 2 SEE DETAIL 1/4&2/4 IN 6. MAXIMUM B MINIMUM OIMEMS1pNS ANO MINIMUM WEIOM 01 MECHANICAL UNIT SMALL 5 ADDITION TO TIE-DOWN CONFORM TO BPECiPIG7iQNS STATED HEREIN,Al4 MECHANICAL SPECIFICATION$ [ I a SCHEDULE FOR CLIP (CLEAR SPACE..TDNNAGE 81Y)$MALL Bk AS PER NANUfACtURI A R900MMINDATMNS 7@ INFORMATION,TYP, ANDARE THE EXPRESS REgpON$IBII(T!OP TNk 7, FASTO CROANTEW�CFOR S UNLEBS NOTED OTHERWISE. d , f TAPCONS REFCRR@D TO HEREIN SHALL 8E/TW BUILDE%BRAN0.CARBON STEEL ONLY, Z j f 3 MAX J. INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR I,y 3"MAX ` TYP REQUIREMENTS.ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TYP TO PREVENT ELECTROLYSIS. �' HOST STRUCTURE DESIGN BY OTHERS ' S. ALL STEEL CLIPS SMALL 80 ASTM A203 STEEL(GRAD@ D)WIT"FY r 33 NSI OR BETTER. - ALL STEEL MEMBERS SHALL Be PROTECTED AGAINST OORROSION WITH AN APPROVED SEE TIE-DOSUBSTRATES, SCHEDULES OD -4 COAT OF PAINT ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE •� ALLOWABLE MEMBERS NOT BE USED FOR MFA' 1' j 1� L.vt�0a' l 2010 FOC SECTIONS 22H012 AND 2220.GSO•RATODCOATING REQUIRED FOR ALL O ,4 E ROOF-TOP APPLICATIONS PER PBC 1522. 3"MAX utA e 9, ALL CONCRETE SPECIFIED HEREIN IS NOT PART OFTHIS CERTIFICATION.A5 A MINIMUM, ri. IN 3 MAX P. tA�TL�cFNa ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.THICK AND SM NAVE �+ v' MINIMUM ODMPRk5SIVE STRENGTH OF 3192 PS1 UNLESS NOTED OTHERW15k. DOUBLE CLIP OPTION; TYP `5��pe 10'ALLWOOE°aFMOMBOAVmGrpB$ORGRETREATED 4 OM14ERNYELO�WPINEscr CONNECTION To GRADE.2 s (2)TOTAL CUPS MAY BE USED AT EACH CORNER(ONO EACH ON WITH MEMBERS/SLEEPERS IS NOT PERMITTED FOR ROOFTOP APPLICATIONS PER FBC 3 S OPPOSING CORNER PACES,3"FROM CORNER APEX,TOTAL OF � ! UTILIZE(1)CLIP'AT EACH CORNER SECTION 3522. F (8)CLIPS PER UNIT FOR THIS OPTION).EACH CLIP SMALL NOT AS SHOWN WITH 3"MAX OFFSET It.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR EXCEED 3'MAX OFFSET FROM END CO MECHANICAL UNIT AS ROM ENO OF MECHANICAL UNIT. MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C.2003.8.4. 11 DETAI LR CHEROIN."EDUL S. NOT SPACE CONCRETE ANCHORS CLOSER 12.ELECTRICAL GROUND,WHEN REQUIRED,TO 8$DESIGNED A INBTALlEO 0Y OTHERS. THAN THE ALLOWED SPACING LISTED IN THE TIB-DOWN MECHANICAL UNIT 13.THE ADEQUACY OF ANY BXjSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS 9L ANCHOR SCHEDULES.SEE SHEETS 283 FOR MORE - /•� SHALL IRI VERIFIED BY TH@ ONSITE DE810N PRDFESSIONAL ANO IS NOT INCLUDED N INFORMATION. 1 TIE-DOWN ISOMETRIC TNI$CER7WICATION 0%G@pTgSEXPRBSSLYPROWDIDMOIN,NOADDmONAL CORnFIGAn0n$OR AFMRMATIDNs AR@ INTONDE0. 1'r i'•0` OD ISOMETRIC 14.THE SYSTEM DOTAIL@D HEREIN 1S GENERIC ANp 110$S NOT PROVIDE INFORMATION FOR A SPEGFIC SITE.FO0.SnE CON017IONS DIFF@R01T PROM THE CONDITIONS DETAILED FOR CLARITY,THIS ISOMETRIC ONLY SHOWS 1'CLB'S.THE ISOMETRIC HERRN,A uCENSED ENGIN@ER OR PHGtSTEREp ARCJ9TECI'SMALL PREPARE SITE LAYOUT IS TYPICAL FOR BOTH 1"AND 2"CUP APPLICATIONS. i5,WA�S.GMTN@BS1 @�ISTiNG _'0 ST SUBSTRATE$HALL ONE TOHE FULL RESPONSIBILITY OF TME NSTALUNG CONTRACTOR.CONTRACRORSMALL ENSUR!THAT ANY REMOVED IE-DOWN CLIP DIRECTIVE EXAMPLE NSTALLATIONOfR ALT. STRUCTURE MB PR�HOPOSEDHE"E'iWN.TLHIORED SENcNEERSHALALLNor0E RESPONSIOLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS {TNF FOLLOWING EXAMPLO RLUSTRAYES THE PROCEDURE USED TOOETERMINO THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVON MECHANICAL UNIT THAT CONFORMS TO THE WT GHTNESS SMALL 0E THE PULL RESFOMSIUUTY OF THE INSTALUNO DIMENSION RISTRICTIONS LISTED HEREIN.SEE SHEETS 263 FOR TIE-DOWN SCHEDULES.) MgCHANICAL UN'T CRITERIA. CONSIDER THE INSTALLATION OF(I)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- 36'TALL x 361 DEEP X 24'WIDE,150 LB WEIGHT AS VERIFIED BY OTHERS,INSTALLED TO 3192 KSI MIN.CONCRETE A7 ORAD.AS VERIFIED BY OTHERS. �oceo I PROCEDURO{TEP RESULT DESIGN DESIGN PRESSURE EXAMPLE SCENARIO ii LSEE SHOOT 4 FOR A SITO•SPECIMD C DESIGN PRESSURE EXAMPLE ACCOMPANYING LIMIT LIOWMPA 2 DlTERMI GE EO I OTATETMEAT k. N E.. ON bHB CAN SELECT CONSIDER CLIP CONFIGURATIONS WITH TIE-DOWN CLIP REQUIREMENTS. 'X38' �,i_BMp-W01 LARAC Of UMITTp 0@ NSTAlL -9FT� UNIT l!TOW RESTRICTIONUNIT HE is 36 1 WMICM fs LESS THAN TH e MAX IMUM ALL 6WAG1 HHEIGHT-OF-4-d'- M OUT ERMIN@ NUM 1P5 TO Sir PRO AT EARI coluirl OF THE waymmi U CONCLUSION:MAXIMUMALLOWASLE LATERALDESIGN PROSWREr SF (COMM AE THIS VAIUE TO THE SEPARATE SITE SPECIFIC ROQUIRED DESIGN L WIND PRESSURE PROVIOED AY ICENSED ENGINEER OR REGISTERED ARCHITECT/NOT INCLUDED IN THIS . . . . . . . . . . 0% 1"STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: • • 0 • .. . H X1 TsTaucftais 6 • • .+ eUucwuryauavATx AT a or a 2 CLIPSAr SIDE a s 1t ARCAOruaITA UNIT UNITWwTH - To CONCRETE •• • >•1EETWNrou "LIGHT :V.I,=KatlW SHEET 86 1.WW WOOD ECAIW TO SMlET MBsµbCRLW 6N86TWAtLSCREW w000�SCPlw4o 7AP<AN� SNE1T Mtliµ WOOD bCR6WT0 fA806LTNN:E TAPCON TO CO la TO AIWINUM TO 57661 WOOD TO ALUMINUM TO STCl1 WOOD (RACKET! B[RlWTO STRtL W000 a " AX 12"w 4 43 car 4 iFEE B/ PBI f A " f2 IS'MEN flie par 170 PSP 1 i 1 e `�.•'F 4A PAX 24-MIN 0 A 7 PAP) 30 FEE 3 /8F 4 ; L . 4 W 7 6 ! S 49. 1 9 44 Pff 60-MAK 48"NIH P 1 3 1 J F e 16 2 MPH_ 30 PSP 17 7 P5► PSF 26 PSP N 1. TIA•DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSIN13 UNIT WITH(3)-012 SAE GRADE 5 SHEET METAL SCREWS OR(21• X16"0 SAB GRADE 5 SHEET METAL SCREWS.(NOTE!FOR LONGER CLIPS UTILIZE(S)•812 g SMS OR(4)-33'0 SMS) -� 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOUAWINGI Np .1 2.1, ALUMINUM HOUSING UNITS SHALL BE 6063.76 HIM.ALUMINUM SHEET WITH RV-30 KSI,0.125'MIN.THICKNESS. , 2.2. STEEL HOUSING UNITS SHALL BE 339SI MIN.STEEL,GRADE 33,22GA MIN-(t-0.0299"). Rim m 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUSSTRATE MAY 0E EQUIVALENT WE TO THE LIMITING CAPACITY OF THE 1'CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED,FOR NIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. CHORBC SUBSTRATS ANCHOR CONCRETE: 1)x'0 CARBON STEEL ITW BUILDER TAPCON,I%'FULL EMBED TO CONCRETE,2W MIN. ANCHOR LE NOTES; Z (A'THICK MIN,3192K61 AIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY ACIACEMI ANCHOR. --`'+ ALUMINUMI (1)•014 SAE GRACE 5 SHEET MSTAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES NO ES IN ANQS,IF SCHEAPPLIDULE. H (0.125'MIN.THICK,6061-76 MIN,ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. STEEL: (1)-814 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN,PAST TABLE LEGEND: (0.125'MIN,THICK,33 KSI MIN,STEEL) THREAD PIANO FOR SHEET METAL SCREW. <Z=�:).DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE SEALED WOOD: (1)•814 SAO GRADE 5 WOOD SCREW 70 WOOD MEMBER PROVIDO 1 5S"MIN.THREAD p��� DENOTES VALUES NOT APPROVED FOR USE FF ggg111 (SOUTHERN YOLLOW NNE,G-0.55 OR BETTER) PENETRATION,I'MIN.EOGO DISTANCE,1"MIN,END DISTANCE. tt -SEA ALTERNATE CLIP DETAIL 5/4 ON SHOAT 4 Ik- 2" STEEL CLIP TIE-DOWN SCHEDULE: AT GRADE INSTALLATIONS: A L 0 ItAX1NVM 6UMAG AL A I ER PER CLIPS T 8 OT A UN HT 1•.•1 AREAOFW/118 UNR UNITWIOM SHIATN/TK XtlKaH $MEET NGTµ5CPtW SNBET NETµSTREW WOODSCRlWTO 7APCOa TO CONGCTC SIKET KETAL KRIW SHEET 146Tµs[RAIM WOOD acgtlwTo TAVCOHTO K„Wro 6NNITa6Tµ WOMOMCWTO C UM1086T fAc6 TAPCON TO COXCaETE TO ALUMVa1N TO STEEL WOOD TO ALUMINA! 70 STEEL WOOD CONCRETE At1lMllak4 8419W YO 6TN1. WOOD G 4 n Aim: 73 7 P 1 P PSP A 14 " 15"M 3 PSF 103 PAP 103 ME 4;fSF 43 Alf ca 17 AM WAIF 147 ITT 1 19 PSf l91 1 1 FTJ 48"MA% 24"MIN 17 f 71 1 s WE 42 K 1. / 7i / 71 1 f am I 1 94 A ! P6F P 7 PbF Ge"" 18"Ala 1 4 69 FSP "PS,6XFQ36 fa FEE Him A0 rSf AB PS/ 4 PSP lot 4F 1 O 1. TKI-DOWN.CLIPS SHAD.BE FASTENED TO MECHANICAL MOUSING UNIT WITH(3)•012 SAO GRADE 5 SHEET NATAL SC FW6 OR(1)- 53"0 SAE GRADE 5 SHEET METAL SCREWS.(NOTE!FOR LONOER CLIPS UTILIZE n PER 0.812 SMS OR(4)-)6"0 SMSb 2, auAHCAL HOUSING UNIT SHALL CONFORM 70 THE FOLLOWING, 2.1. ALUMINUM HOUSING UNITS SHALL BE 8063-TG MIN.ALUMINUM SHEET WITH Fly-30 KSI,0.125"MIN.THICKNESS. 2.2. STEEL HOUSING UNITS SHILL Be 33K%MIN.STEEL,GRADE 33,220A MIN.(t-0.02991- 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BARN UTILIZOO,FOR NIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE•SPACIPIC ENGINEERING. J ANCHORS BUBBTRATE ANCHOR 1.t 1l AA 8n�rA- Py CONCRETE: (1)-%V CARBON STEEL ITW SUILOEX TAPCON,1%'FULL EMBED TO CONCRETE,2 V4'MIN. OR SCHEOULE NMI A,1-BMP-AAV Q1 (4'THICK MIN,3192KSI AIN,) EDGE DISTANCE,3'MIN.SPACING TO ANY ADMCANT ANCHOR. �. 9 ALUMNUUM: (2)-8 N= ITT 04 14 SAA GRADE 5 StGE7 METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN.PAST 2. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. o (0.125'MIN.THICK,6061.76 MIN.ALUMINUM) THREAD PLANE FOR SHEAT METAL SCREW. 2. ENSURE MINIMUM EDGE DISTANCE A5 NOTED iry ANCHOR SCHEDULE. STEEL: (2)•i14 SAE GARDA S SHEET METAL SCREW 70 STEEL,PROVIDE(5)PINCHES MIN,PAST 7A@3€-4ESeEtl2-: (0.125'MIN.THICK,33 KSI MIN,STEEL) THREAD PANE FOR SHEET METAL SCREW. -DENOTES VALUES NOT APPROVED FOR USA b - SEALED W000,1.1/w'MIN THICKNESS: (1)•834 SA!GRADE 6 WOOD SCREW TO WOOD MEMBER,PROVIDE 1)4'NUI.THREAD (SOUTHERN YEUDW PINE,G-9.65 OR BETTER) PANETRATION,I'MIN,EDGE DISTANCE,11 MIN.END DISTANCE, t t -SEA ALTERNATE CLIP DETAIL 5/4 ON SHEET 4 • c 1"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS:AMINUMALLOWASUR •'• •' ••• •'i •' A"' NOTE+ROOROP,N WTORS LAIN L 1 P e ANCMORT OT A SNAIIcoNNBRxro nOAIOA K1W"UM SUVAC9 G, CL 4 �'T 1 EwIIs"wNO COPESECnCN fat(ANO i AREA OfVN1TS UNIT"I'll UNITWIOTM 6NIeT METAL SOFEW SNEEf MEFµSCREW SIIEOT NETALSCRIM SNREi METµSOtl/ QTµSCRDW MET TNArA00PNO MN0E0 NEp M L TAITO"10a NCREIE ��$$FlBBSSTt AAyy LA1b64iS FIDE 7APWNTO CONCRETE TO AWMINLM 70901!4 TAPCONTO CONCAETR TCALUTINUM TO$feet lO ALW11MUM 6CAEF7TO STS 12.1150"A= OONCLAWS Fa HKN04 * 6 1I" F MPR. FRP 54 S• A00W!NI R00FSUMACI,OA 9 2" 15 MI 0 WA44F 400/fNa IMt6NM3 •� IA at Par 61 F t - f1R 1 PSF 1 3 4Vt�E4X4IVNNlfINP0IIK a t 4 1' S 75 PSr • AP7WO,NaA NAWAN.W,rA4ARANCP 40 MAX 24"AUR 90 SD • • N110NrtNACl2fADANCI SET, 1t 7 7,KfIAND/d1JNmT2DP1Hl ■■y] RIPAIPt,RWiACEANNC4 ' yyy�>d 3 PSF • J6 LNIN09AWeARSONSIAxD . NAWSIAAA1n00C~A9W d ,2 60"MAX 40"NO i tm mwfTMyDTN omtw L%tL ppp a d >s VMrfi GINnORUrAWI8 g 01 1. TIE-DOWN CLIPS SHALL BE PASTENEO TO MECHANICAL'HOUSING UNIT WITH(9)•612 SAO GRADES SHEET METAL SCREWS OR(2)- YPB SAE GRADES C 7N�w p~ 6Agi SHEET METAL SCREWS[NOTE fOR LONGER CLIPS UTILIZE(5)012 SMB OR(4)-%V SMS). 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING ] -1 2.1. ALUMINUM HOUSING UNITS SHALLBE 6069 76 MIN ALUMINUM SHEET WITH FIy.30 KSI,"25"MIN.THICKNESS. ADDITIONAL ALLOWABLE UPLIFT:9O LBS/CLIP pp SS 2.2. STEEL HOUSING UNITS SHALL BE 33KS1 MIN 6, GRADE 33 22GA MGN.(t-0,02"'). Tp 11 3. MAXIMUM ALLOWAGUl WINO PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1-CLIP. (DESIGN TASW ACCOMMODATES MAX 9OLO1CUP AS ADDITIONALUPUFJ IN A MAXIMUM AUDWAOLE VALUE OF 200 PSF HAS BEEN UTILIZED;FOIL HIGHER DEMAND CAPACITIES CONTACt THIS ENGINEER FOR SITE-SPECIFIC COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL ENGINEERING. FORCES.$EE ASCE 7.10 SECTION 29.4 FOR MORE INFORMATION.) OwaSLB_yplEFY.PER UNIT 79 BASED ON ANQ OR SCHEDULE: THE NUMBL'0.OP C IPS UrUJZED x 90LOXUP BUBGTRATB ANCHOR U EXAMPLE: 4 CUPS x 90 U8/CUP -360LB Z N CONCRETE: (1rYF D CARBON STEEL I7W BUIIDEX TAPGON,I%'FULL EMBED TO CONCRETE,2 YE"MIN. (4-THICK MIN,349USI MIN.) EDGE DISTANCE,3'MIN,SPACING TO ANY AOJACENL ANONOR. (REQUJRED UPUFJDEMAND SNALL BE OETERMAVEO AWMINlB4: (1)•614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVISO(5)PINCHES MIN. ON ASITE SPECIFIC BASIS BY UCENSEO ENGINEER (0.125"MIN.THICK,6061-T6 MIN,ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. OR CERTIFICA!REO ARCHJ7ECJ;NOT lMCLUOEO IN TNS ppg ST8lLt (1)-614 EAE GRADE 5 SHEET METµSCREW TO STEEL,PROVIDE(b)FINCHES MIN.PAST ]ABLE LEGEND: (0.12S•MIN.THICK,33 KSI MIN.STEED THREAD PIANS FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE BXCWOES FINISHES,IF APPLICABLE. tt"SENATES VALUES NOT TAU;5/4O FOR USE d ■ 2. ENSURE MINIMUM EDGE OISTANCE AS NOTED IN ANCHDR SCHEDULE. tT -SEE ALTERNATE CUP DETAIL 5/4 ON SHEET 4 g$ 2"STEEL CLIP TIE-DOWN SCHEDULE:. ROOF-TOP MOUNTED INSTALLATIONS: NDTE:AODFroA/NRrAWnDNR WWI.. WCMN KUO I$ L 97 µ M R AsiaAWLfall 100E WHICH4 WR(ANO �1 C MAKUIUN SYRMa UNIT 1 CUPA IlfJ1 CD OT OF4 PIA i AT M AI OFBCTiPS UN CU S Tµ CL tN ami fall 100 WNICNI,6ONRH !-"1 T/NTAOOP NOLMIO MPOW4CM AREA OI UNITS UNIT WIOON UNtBNt/glMT600R 4VAEb LARGEST FACE HEIGHT yAPWNro CON[AfTe aNEMNE7NINU14 Snob 10 SCREW TAPCONTOCOWAVI SHEIT 116TµeN1EW SHEET METµ6GeW TAPCON TO CONOHTI sxFFY NETµ5N21eW SNFET METAL 4MSIDAMMM/NOFb/Md•4 MµUMiMUN TO STEEL TO ALUMINUM TO STEEL TO AWNINUM SCREW TO NFUL AmYE7HE.A(MP6UNACIiM i. 1E 61 6 PSP IIT r WIRe400r1AOA1 0W 9 46m 1 'HU 1 " 4 44 40 W U36 7� 36 POP 7 MI��PAK tr Is 6 2 0. 123 fill in PAP III NF 20 pp 7 7S 1 1 A INAA00RRDAW0'wro"CI 9 46"NA% 24"MAX 7: Al F Af to fir 79 F 0 / 7 F9 711"1 91 7.P 91CrR1N JREPANOAMLmi OF TNF 6w,A,4Da9obroAEAwr 6R S9 E9 4 N µyNMMAtNijQ7W PDF 0 SIENA ANY CWOORSIMAMr y. mPSP 17 / TIFF ,AfA,lEO WRN M/R PMIDNSNALL 64"MAX 44."a 41 17 1 4 NSF. 41 MAVANPARATI0041PfENTAT104 M 39 P6f K DISE RMUTYANDIS OTNS,OETNIympa"ANScmCF"" 1. T1E•O0WN CLIPS SHALL BE FASTENED TO MECHANICAL,HOUSING UNIT WITH(3)•011 SAE GRADE 5 SHEET METAL SCREWS OR(2)• %'O SAE CE4tuiGnoM 2. MMADE 5 ECNANICAI HOUSING UNITSHALLCONFORM TO THE CLIPS UTILIZE(S)•612 SMS OR(4)•)f'B SMS). 2.1. ALUMINUM HOUSING UNITS SHALL Be W63•T6 MIN.ALUMINUM SHEET WITH fty-30 KSI,0.125"MLN.THICKNE66. ADDITIONAL ALLOWABLE UPLIFT:90 LBS/CLIP 2.2. 479EL HOUSING UNITS SHALL BE 33KSI MIN.STEEL,GRADE 33,220A MIN.(I-0.0299") (DESIGN TABLE ACCOMMODATES MAX 90U WCUP AS ADDITIONAL UPUPT IN 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSP HAS SEEM UTIUZEO)FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM tATERAL GtTE-SPECIFIC ENGINEERING. FORCES,668 ASCE 7.10 SECTION 29,5 FOR MORE INFORMATION.)INNCHORB - ALLOWABLBDPLiPT PER UNIT IS SAW W BSTRATB ANCHOR THE NUMBER OP CLIPS UTIU2ED x 9OLO/CUP CONCRETEI (1)-Y;B CARBON S7OE41TW BUILOOX TAPCON,l�'fUTA.EMOED TO CONCRETE,2)5-MIN. EXAMPLE: 4 CLIPS x 90 L.G/C.IP -36018 1l-BMP-0001 (4-THICK MIN,3192XS1 MIN.) DOE DISTANCE,]"MIN,SPACING TO ANY ADI4CENT ANCHOR. (AEQUIROO UPLIFT DEMAND*MLL BE OETERMWOO A) ALUMINUM; (2)-614 SAE GRADE 5 SHEGT METAL SCREW TO ALUMINUM,PROVIDE(S)PINCHES MIN, ON A SITE SPECIFIC 114915 BY LICENSED ENGINEER (0.127011N.THICK,6061.76 MIN.ALUMINUM) PAST THREAD PIANO FOR SHEEP METAL SCREW. OR REGISTERED ARCHITECT;NOT JNCLUDED IN7HIS $ STEEL: (2)•414 SAE GRADE 5 SHORT METAL SCREW TO STEEL,PROVIDE(5)PINCHES M .PAST CERJ1ffCA770N1 +,d (0.125•MIN.THICK,33 KSl MIN,STEEL) THREAD PLANE FDR SHEET METµSCREW. TABLE LEGEND t 4 E jM -DENOTES VALUES NOT APPROVED Folk USE " 2. ENSURE MiN1MUM EDGE DISTANCE AS NOTED IN ANCHOR SO*DJW. Tt -SECµTMNATE CLIP DETAIL 5/4 ON SHEET 4 N�.•.N\N\\\,••III/II/ *FOR ANY CLIP LONGER THAN 10" • •,• • ••• • ••• Q •,•• _ v.l. UTILIZE(5)•912 SAO GRADE S • • • • f • •• • SHEET METAL SCREWS CVLs • • • • • • • • •• (4)-3/8'SAE GRADE 5 SHEET • • •. • • • , • NQ Fy METAL SCREW$(PROVIDE 2-MIN. s • • • 000 0.19` SHEET METAL SCREWS AT THE • A• STATp TOP OF THE CLIP TYP, (3)•912 SAE GRACE 5 TM0� Ih 11 P' BO p SHEET METAL SCREWS MECHANICAL UNIT BY OTHERS.ALUMINUM (j THROUGH CLIP-TO HOUSING UNITS SHALL 8E 6063.76 MIN. cr .+ AWMINUMIMINI�VITO F (3)•912 SAE GRADE$ �St/ p.068•THICK o MECHANICAL HOUSING tyWA KSI,tl LVA • •• ANAL SCHEDULE ASTM A283 o UNIT BY OTHERS, MIN.THBLS33K 8►ST!!L INU88LG ISNITE • , SHEET METAL$CREWS `N oll M STEEL,TYP. ~ PROVIDE(5)PINCHES THROUGH AL H TO rgquu r r4 SHALL BL•33KS114RJ?STLlL,1w1A0E 33► •• • MECHANICAL HOUSING 0 22AN MRI.IRO OR99= •• • MIN.PAST THREAD PLANE SS i • • • • UNIT Sr OTHERS. p� O FOR EACH SMS,TYP. •• • • • • • 0040 �: ' PROVIDE(S)PINCHES , w 0.088'TNfCK ASTM 0.113'THICK ASTM MIN,PAST THREAD PLANE A283 STEEL CUP,TYP. ;//' ANCHOR PER A283 STEEL CLIP TYP FOR EACH SMS,TYP, (3)-912 SAN GRAM S SHEET MSTAL SCREWS Q BASE OF UNIT SHALL j ANCHOR BASE OF UNIT SHALL f //—(1)OR(2)ANCHORS H OR(2J•e/S"6AR a BE FLUSH WITH IIA6E j i 3/B. SCHEDULE BE FLUSH WITH BASE % 3/6jPER E �OR GRA01 S SBSST OF CLIP,NO SPACE f /� OF CLIP,NO SPACE /) y- S METAL SCREWS AT "/i•0 HOLE,WITH (OTHER PERMITTED,TVP. PERMITTED,TYP i @# S!$ TOP OF SLOT,TVP. ANCHOR FROM V' / .y CLIP ANCHOR DIMENSIONS / /; SUBSTRATE PER �� -% t 0.75" SCMRDULBI TYP. SIMILAR) / ';� ANCHO0. '/ i f 1 SUBSTRATE PER SCHEDULE _.. !! ANCHOR 0.375" (VARIES) I �!/ �/ (ARIES 111 `'�•� +°d 1" TIE-DOWN CLIP 2"TIE-DOWN CLIP s 1" CLIP ISOMETRIC DETAIL 3 ANCHOR DETAIL a NCHOR DETAIL N.T.S. ISOMETRIC 4 3•.I'-0' DETAIL �\ p CLIP IS DE5IGNEC FOR PULL " CONTACT WITH THE BASE OF EACH CUP IS DESIGNED FOR FULL r1�� MECHANICAL UNIT,TMP. CONTACT WRH THE BASE OF EACH 0 d MECHANICAL UNIT,TYP. 0.125. i Ila e€ I —UNITWIDTH DESIGN PRESSURE EXAMPLE SCENARIO 0.113"THICK 6"MAX {_ 6"MAX (TNS WING EXAMPLE LWST 7E TH UREU ED TO TERMINE THE SITE E ASTM A283 CLIP OFFSET CLIP PAIR SPACING- { CLIP OFFSET SPECIFIC DES ON PRESSURE FOR 175 MPH,EXPOSURE D.THR DESIGN PARAMETERS.USED SS HEREIN SHALL 8E VERIFIED BY A LICENSED ENGINEER,RE4ISTEREO ARCHITECT OR BUILDING STEEL,WP. FF.4:4- OPPICtAL FOR APPLICABILITY TO THE SITE-SPECIVICADDRESS AT WHICH THE MOUNTING 0. SYSTEM RLUSTRATEO HEREIN IS BEINGINSTALLED.THIS CALCULATION ASSUMES NO WIND ' SPEEO•UP P.FPECTS,SUFFETlNG OR CHANNELING FROM OTHER STRUCTURES) m 3'TYP MECHANICAL It CLIP-CUP UNIT PER (3).75L1 SAE GRADE 8 IND- OR.......... ........................................0 MPH SHEST METAL SCREW$ SPACING SEPARATE MEAN ROOF HEIGHT ............ ...D ($ OR(2)-3/S"•AE CERTIFICATION MEAN ROOF HOF UNITCENT............................•...................70 PT IV'J' MAX HEIGHT OF UNIT CENTR010(ABOVE Roof)....................S.00PI' GRADE SHOST 8NEYAL SCREW$ T TOTAL"EIGHT OF UNIT CENTAIOD.......................................7OFT 4.5.00!7.75.00FT TOP OF SLOT,TyP. Kd•OPSV,GCT(LATERAL)•3.t0,GCT(UPiIVT). 1.50 UTILIZE(4)CLIPS EA SIDE (ASD)LATERAL WIND LOA*• 0,6 x(qt x GO)•0.6 X96 17PW x 3.10. "/i•0 HOLES,NOT TO OF UNIT FOR A TOTAL OF (ASD)UPLIFT WIND LOAD. 0.6 x(qt x GO) O.6 x 96.[TPSF X 1.50 8E USED FOR EIGHT PER UNIT ANCHORS,TYP. 'x • "E M 0. D S ".11.0011115, UTILIZE(2)a"TIE-DOWN CLIPS PER CORNER.SEE"ALTERNATE SPACING DETAIL S/4'FOR ($ .375" CLIP CONFIGURATION. 'V'J` +UTRIZE.(4)-911 SMS TO HOUSING UNIT PER EAOI CLIP. 0.75 '%• 'UTILIZE(1}►14 SMS IWC 1/8'6061-T6 ALUMINUM RNL/SU&4TRATE PER THIS APPROVAL 'UlIMUM(2)•914 SHE INTO I/8'33KSI STEEL RAR/SUBSTRATE PER THIS APPROVAL O.SO" P • • • HE FOM GMOE TO NTR IP SHALL 6 S 75.00 FEET. .1 O.SO" UTILIZE(2)•2"TIE-DOWN CLIPS PER CORNER.SEE'ALTERNATE SPACING DETAIL 5/4"FOR 11`aMI''�i FACTORY-MILLEDy'aHOLES; p ttALTERNATE CLIP DETAIL CUP CONFIOURATION. UTILIZI(1)OR(2)ANCHORS �: DD N.T.S. PLAN / •UTILIZE(S)-912 SMS TO HOUSING UNIT PER EACH CLIP. MOW p PROM 2"CLIP ANCHOR 4 'UTILIZE(2)-914 SMS INTO UB•6061-76 ALUMINUM RML/SUBSTRATE PER THIS APPROVAL a SCNSDA TYR • rUTILIZE(2)-914 SMS INTO 1/8'33KSI STEEL RAIL/SUBSTRAIR PER THIS APPROVAL. 41,x. 0.50" •SEE 1"STRIL CLIP TItl-DOWN 9CNEPULEI ROOFTOP f4CLNMP,ZN$rALLATION TABLE T 2" CLIP ISQMETRIC DETAIL NOTES R ACCOMPANYING ANCHOR SCHEDULE FOR ADDITIONAL/INCHOR/3UBSTRATE ' INFORMATION-INSTALLATION TOCONCRETEMAY NOT BE UtILIZED FOR THE DESIGN fjJ I, N.T.S. ISOMETRIC CRITERIA NOTED IN THIS EXAMPLE, '"-L�