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MC-17-1509Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO MC -6-17-'1 Type: Mechanical = Commall r!t ias aVo ; AJC Reptaoemen; Parcel Number Expiration: 12/09/2017 Applicant 443 NE 95 Street Miami Shores, FL 1132060140620 Block: Lot: MIAMI SHORES BAPTIST CHUM Owner Information Address Phone CeII MIAMI SHORES BAPTIST CHURCH 401 NE 95 ST Miami Shores FL 33138 (305)758-0559 Contractor(s) SEER AIR CONDITIONING Phone 305-552-9810 CeII Phone Valuation: Total Sq Feet: Tons: 4 Additional Info: EXACT CHANGE OUT OF 4 TON SPLIT SYS Classification: Commercial Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: Fees Due CCF Copies DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.25 $2.12 $2.12 $1.00 $141.00 $9.00 $4.00 $164.49 Pay Date Pay Type Invoice # MC -6-17-64238 06/12/2017 Credit Card 06/06/2017 Credit Card Amt Paid Amt Due $ 114.49 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical 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 . ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and • ng.'Futhermore, 1 aun:-med contractor to do the work stated. tf_.i ��j� gnatuJune 12, 2017 Own: / Applicant / Contractor / Agent Date Building Department Copy June 12, 2017 1 003170 Local Business Tax Miami -Dade County, State o -THIS IS NOT A BILL -DO NOT PA 4877263 BusINEss NAME/LOCATION SEER AIR CONDITIONING CORP 8960NW8ST 410 MIAMI FL 33172 OWNER SEER AIR CONDITIONING CORP C/O Ok OB j RTO M MORALES PRES W !eceipt Florida RECEIPT NO. RENEWAL 5090378 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art 9 & 10 SEC. TY OF BUSINESS 196 SPE ;MECHANICAL CONTRACTOR CAC181 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 09/20/2016 CREDITCARD-16-055133 This Local Business Tax Receipt only confirms of the Local Business Tax. The Receipt is nota 1leaes e. penult, ora certification of the bolder's aulficatio dob apply to the dreasemot comply with any governmental l or nongovernmental regulatory laws and�which The RECEIPT N0. above mum be displayed on all somanucial vehicles - MIami-Dade Code Sac 8a-276. For more information, 4 Cpl (/V-) BUILDING PERMIT APPLICATION BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 I L/ Master Permit No."lQ i5O9 Sub Permit No. ELECTRIC ❑ ROOFING REVISION EXTENSION El RENEWAL ❑PLUMBING • MECHANICAL El PUBLIC WORKS JOB ADDRESS: 443 NE 95 STREET City: Folio/Parcel#: Occupancy Type: Miami Shores ❑ CHANGE OF ❑ CANCELLATION [] SHOP CONTRACTOR DRAWINGS County: Miami Dade Is the Building Historically Designated: Yes NO zip: 9 3 l 3 Load: Construction Type: Flood Zone: BFE: OWNER: Name (Iiee Simple Titleholder): Address: S/w,r City: Tenant/Lessee Name: CC Phone#:a/"� bpT r4 i hI-/ z I1 State: F / FFE: zip: `a 3 / 3 Phone#: Email: CONTRACTOR: Company Name: SEER AIR CONDITIONING CORP Address: 8960 NW 8 STREET # 410 City: MIAMI Qualifier Name: NORMA BRITO State Certification or Registration #: CAC 1813305 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ / , 00 .00 El Addition [1]Alteration ElNew 0 Repair/Replace state: FLORIDA Phone#: 305-553-7711 zip: 33172 Phone#: 305-553-7711 Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: ❑ Demolition Type of Work: Description of Work: EXACT CHANGE OUT OF 4 TON SPLIT SYSTEM 3 Specify color of color thru tile: Submittal Fee $ v (/‘Permit Fee $ VI\V°D CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ Structural Reviews $ C� Cjp��� Z.� I g TOTAL FEE NOW DUE $ 1 ° 46-7 (Revised02/24/2014) Bonding Company's Name (if applicable) /V/A Bonding Company's Address City State`/A- Mortgage Zip Mortgage Lender's Name (if applicable) p/ - 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 approved and a reinspection fee will be charged. Signature ,- .9 ..\k Signature OWNER Irk. IThe foregoing instrument was acknowledged beforemethis ` ./L - day of �3 p� i I , 20 1 1 , by /_ ' Q4(,�A 0 m\T(J'Q,. jio is personally known to �e v�A 3a- ('! , who is personally known to me or who has produced 0 a-_ (I CJivl t -Q- as me or who has produced as CONTRACTOR The foregoing instrument was acknowledged before me this 06 day of 6 � , 20 I }- , by identification and who did take an oath. NOTARY PUBLI : Sign: Print: Seal: Notary Public - State of Honda ' ==` : • Commission # GG 039554 N� l ;No� 0p My Comm. Expires Feb 13, 2021 '',,,,,,,„° Bonded through National Notary Assn ***************** APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************************************* Examiner Structural Review Zoning Clerk Detail by Entity Name Page 1 of 3 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPoAT IONS Detail by Entity Name Florida Not For Profit Corporation MIAMI SHORES BAPTIST CHURCH, INC. Filing Information Document Number 717306 FEI/EIN Number 59-0700565 Date Filed 10/06/1969 State FL Status ACTIVE Principal Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed: 05/05/1999 Mailing Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed: 05/05/1999 Registered Agent Name & Address Jones, Steve H, Mr. 1060 N. E. 92nd St. Miami Shores, FL 33138 Name Changed: 07/28/2014 Address Changed: 03/23/2016 Officer/Director Detail Name & Address Title President MITCHELL, ANTHONY D 125 N. E. 86TH STREET MIAMI, FL 33138 Title Officer LUC, MARCEL http://search.sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/6/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS A `' p PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LIC NSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0 ," 3 BRITO, NORMA SEER AIR CONDITIONING CORP 53 AVENUE E KEY LARGO FL 33037 Congratulations! With this license you become one of the nears one million Floridians licensed by the Department of Business Professional Regulation. Our professionals and businesses r from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfioridalicense.com. There you can find mo information about our divisions and the regulations that impact you, subscribe to department newsletters and team more abo the Department's 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 and congratulations on your new license! STATE OF FLORIDA DEPART ; e BUSJNESS AND PROF e� TION RICK SCOTT, GOVERNOR TI,ERT4F"iED. u rd date, Atli D TACH HERE sjofls of 011,489" FS. 11.06130 000418 KEN LAWSON, SECRETARY :SA PARTMENT, OF BU SIS S AND PROFESSIONAL REGULATION CONSTRUCTION DUSTRY LICENSING BOARD The CLASS I3 AIR CONDITIONING CONTRACT Named -bel w`IS CERTIFIED. Under.. the provisions of C 489 -FS. Ea "ration idate7 AUG ;` ` M ISSUED: 06113/2016 DISPLAYA. REQUIRED BY LAW SEC) # L1606130000418 AWRID 4...... ----CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD 6/6/2017 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 have ADDITIONAL INSURED provisions or 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 Acentria, Inc - Miami 8700 W. Flagler Street Miami FL 33174 CONTACT Teresa Carmona PHONE FAX (A,N., Fxt)• 305-223-2533 (A/C. No); 305-220-0765(Azov., E-MAIL ESS; Teresa.Carmona@Acentria.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:Ascendant Commercial Insurance COMMERCIAL GENERAL UABILITY INSURED SEERAIR-01 Seer Air Conditioning Corp Attn: Roberto Morales 8960 NW 8th Street, 410 Miami FL 33172 INSURER B :Progressive Express Insurance Company 10193 INSURER C: 12/10/2017 INSURER D : $1,000,000 INSURER E: INSURER F : X COVERAGES CERTIFICATE NUMBER: 1218533375 ER: 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 LTR TYPE OF INSURANCE ADDL INSD SUB WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMBS A x COMMERCIAL GENERAL UABILITY N GL -50524-1 12/10/2016 12/10/2017 EACH OCCURRENCE $1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 MED EXP (Any one person) $5,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PRC JECT PER: LOC GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $1,000,000 $ B AUTOMOBILE LWBIUTY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY X SCHEDULED AUTOS NON -OWNED AUTOS ONLY 02797323-1 12/4/2016 12/4/2017 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $10,000 BODILY INJURY (Per accident) $20,000 PROPERTY DAMAGE (Per accident) $10,000 $ UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVEN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Air Conditioning/Installation & Repair (Mechanical Contractor) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. AH rights reserved. The ACORD name and logo are registered marks of ACORD A ©�' CERTIFICATE OF LIABILITY INSURANCE DATE 6/6/2017rr� 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(ies) must have ADDITIONAL INSURED provisions or 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 SUNZ Insurance Solutions, LLC. ID: (Ally) C/o Ally HR, Inc. 9016 Philips Highway Jacksonville, FL 32256 CONTACT WC Cert Department PHONE FAX (A/C. Ext): 904-739-2777 (A/c. No): 904-739-2725 E ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INSURED Ally HR, Inc. 9016 Philips Hwy Jacksonville FL 32256 INSURER B : INSURER C: INSURERD: $ INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 36025430 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 LTR TYPE OF INSURANCE ADDL JNSD SUBR W VD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERALLIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PO - JET PER: LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N/A WCPE00000323 03 WCPE00000323 02 1/1/2017 1/1/2016 1/1/2018 1/1/2017 1/ PEATUTE OTH ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage provided for all leased employees but not subcontractors of: Seer Air Conditioning, Corp. Effective date: 9/21/2015 CERTIFICATE HOLDER CANCELLATION 9281 Miami Shore Village Building Department seerair@aol.com 10050 NE 2 Ave Miami Shore Village FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano 4-4gre: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 36025430 1 Master Certificate 1 Candice McDowell 1 6/6/2017 12:42:26 PM (EDT) 1 Page 1 of 1 SEER AIR CONDITIONING CORP. COMMERCIAL & RESIDENTIAL Installations • Sales • Services 100% FINANCING Lic. # CAC1 813305 Office: 305-553-7711 Fax: 305-485-0185 E-mail: seerair@gmail.com CUSTOMER INFORMATION Date: 6/42 ("7' Customer Name: !Alan Shoe) Bo. '3+ thofx_h Years at Current Location: �cc��,, Q -1 (4 3 N G oi 64- Telephone No.( ) 7"v ®. 5 t Customer Address: CIM C P City, State and Zip Code: rn lU i 1 5(v�J -FL Fax/Mobile No.: Social Security No.: Date of Birth: Name of Property Owner (if different from Customer): Address of Property Owner (if different from Customer): City, State and Zip Code of Property Owner (if different from Customer): Relationship of Customer to Property Owner (if Property Owner is different from Customer): SYSTEM EQUIPMENT AND TYPE OF MATERIAL USED: .n5 tl a Dern Cts +e( 4 1(c See Y s \) s4-cr ew dkg-fa\ 4-w( 5 f1dstr) 6f60\ Hr'€ 0 la -16 Fo uor'j ;,OIrrc \tecArr Lc.rt rra V__ct(oarsr pear i s t nCC UNIT: SUPPLIES: SEER: INSTALLATION SCHEDULE We will be ready to begin install ti appr xi telt' by: f �' //� Purchaser Acceptance: is �� Seller Approval: Salesperson: Job Price $ ') ! 470• CO Rebate $ Job Total $ '[ f 709' elo Contract Expiration Date: Date: Installation Date: Phone: TERMS AND CONDITIONS OF AGREEMENT PAYMENT TERMS Alt amounts due for labor, materials, and services furnished by the Contractor, including but not limited to, amounts due for the sale, delivery and installation of heating, ventilation, refrigeration and air conditioning equipment, parts, supplies and related (HVRAC) materials and amounts due for professional consultation, evaluation, fitting, installation, repair and replacement services performed and amounts due for heating, ventilation, refrigeration and conditioning equipment, parts, supplies and related (HVRAC) materials destroyed, lost missing or stolen through the fault, inadvertence, misconduct or negligence of any party including the Customer, are due and payable to the Contractor at its principal place of business at 90 Southwest 132 Avenue, Miami, Florida 33184 during regular busi- ness hours, and are payable at two percents (2%) 10th net 20th (pros.) from the date of invoice. Any equipment returned to the Contractor will be refunded to the Customer subject to a 20% restocking fee, provided that the Customer has Left the equipment in its original condition. Any changes which are to made to the agreed upon plans and spermcations shall result in additional costs for labor, materials or both at the expense of the Customer. Contractor shall evidence all changes to the agreed upon plans and specifications by the submission of a Change Order. Customer agrees to pay for the costs associated with all changes upon presentation of any Change Order from the Contractor. If no plans or specifications are present and changes are required to the Job, all expenses for the changes will be the sole responsibility of the client unless otherwise stated in the contract and accom- panied by a change order form. INSTALLATION Contractor shall perform all work required under the parties' agreement during regular business hours which are normally from 9:00 AM to 5:00 PM on weekdays. In the event that the Customer request and/or requires the Contractor to perform work after regular business hours, Customer agrees to pay any and all additional labor costs associated at the current labor overtime rates of the Contractor and such amounts shall become due and payable upon presentation of an invoice. Customer agrees to have all work areas broom cleaned and ready for the agents, employees, suppliers and subcontractors of the Contractor before arrival at the jobsite. customer also agrees to provide 220V/60H2 power available within 100 feet of the work area via standard electrical outlets. Contractor agrees to implement reasonable precautions and safeguards to protect the real and personal property of the Customers to the extent that implementation of such precautions and safe- guards do not render the Contractor unable to perform its duties. However, Contractor Expressly disclaims and renounces any liability of any kind to protect or safeguard persons or pets found or Located within the area demised for work. It is the sole and exclusive responsibility of the Customer to ensure that the work area is free and clear of persons and pets so that the Contractor may per- form its duties without interference. ENERGY EFFICIENCY RATIO The air conditioning energy efficiency ratio may be affected by interchanging of components from a different manufacturing system designed to maintain inside temperature at 75°F (at 91°F outside tem- perature). NECESSARY GOVERNMENT APPROVAL. OR DOCUMENTATION Co or ams to engage in its best effort in perforating all tasks necessary to efficiently, effectively and safetycany on and discharge the professional heating, ventilation, refrigeration, and air condition- ing (HVRAC) contractor services contemplated by and covered by this Agreement, and comply with all existing governmental rules and regulations when performing its work. Customer shall sign any form necessary to comply with any transaction that requires the issuance of pennit(s) with the applicable governmental authority prior to the commencement of work. Contractor will assist the Customer with the filing of any necessary documentation required by the applicable governmental authority prior to the issuance of penmt(s). Customer shall fully cooperate with Contractor during the permitting and inspection process to ensure compliance with appropriate governmental rules and regulations. In the event that the applica- ble governmental rules and regulations. In the event that the applicable governmental authority withholds or denies pernut(s), the Contractor shall be relieved offurtherperformance on the subject proj- ect unless and until the governmental authority issues the necessary pennit(s). Client will not allow any installation of equipment without the proper per bits and documentation of said permit(s). Contractor expressly disclaims and renounces any guarantee or warranty that the applicable governmental authority will issue pennit(s) or approve inspection(s) necessary to the discharge of the Contractor's duties. Customer bears full responsibility for the payment of all costs and fees associated with the permitting and inspection process required by the applicable governmental authority charged with Permit issuance/ pecu approval. Should Contractor incur any coast and fees paid to the applicable govenunental authority, Customer expressly and unconditionally agrees to compensate and reimburse Contr actorr for all such costs and fees within thirty (301 days upon presentation of an invoice by Contractor. Over, please. (Reading continues in the back). .4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC - 1 C -39 - This form must accompany ALL air conditioning replacement permit applications. Each unit change-ptittfyst be on its own data sheet. Multiple units on single sheets are not acceptable. • ••' • Job Address (where the work is being done): 443 NE 95 STREET City: Miami Shores Village County: Miami Dade •••• • • •••• • • • • • •• • • Zip Code:.43.3.13° •••• • • • • • • •••. •••• ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CCNICBETE SUB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEWCPICV; A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS' AHRI DATA SHEET REQUIRED • ••• •• • Change disconnecting means: YES ❑ NO ❑■ ARHI Sheet Attached: YES Q NO ❑ • • • • • • • •• ••. • • • Contract Attached: YES 11 UNIT BEING REPLACED DATA NEW UNIT "TheiLIG & '`iO(-, MANUFACTURER 012 rr- er Palfle 1-Wg04SC 14 ®- 1 AHU or PKG. UNIT MODEL# PPL -LP I N ['So6, 1L Hit; 0®r 1@.9®(lk COND. UNIT MODEL# clA t.4) W PQ DB 1®1i'1o.) KW HEAT 10 OICA) 14 4 -on NOM TONS 4,x{1 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/SEER ((p YES NO REPLACING DUCTS YES 6 YES NO REPLACING THERMOSTAT NO YES NO NEW 4"CONCRETE SLAB E NO YES NO NEW ROOF STAND YES f�1i YES NO NEW RETURN PLENUM BOX YES i 0' 1. Minimum Circuit Ampacity (Wire Size): CO sty:1.03e.. V.'r 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 4DC) NrAP 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: beef iv( condi State Certificate or Registr io Signature (Revised02/24/2014) ni i Coe Phone:L305) 553 3 11 flees signature) Certificate of Competency No. Date: D (oo in" f This combination Efficiency qualifies for a Federal Energy Tax Credit when placed in service; between Feb 17, 2009 and Dec 31, 2016. `° �wwwahr direectoryrorg ® ® AHRI Certified Reference Number: 9431779 Date: 6/6/2017 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: PA16NA048*0**B* •••• • Indoor Unit Model Number: PF4MNB061 L ••••• Manufacturer: PAYNE HEATING AND COOLING • • ••• • Trade/Brand name: PAYNE HEATING AND COOLING ••••• •••• •••• • • Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SE; 'i, TX, Vier • • • 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 eligibld tQ be . • installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditlone.s can only be installed in region(s) for which they meet the regional efficiency requirement.: • •• Series name: 16 SEER AC Manufacturer responsible for the rating of this system combination is PAYNE HEATING AND COOLING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 46500 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): ° 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) Ilsted 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 ri unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS „MPr'. 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, personal and confidential reference. AiR-CONDITIONINS, HEATING, CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" Zink we make life Netter" 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 Ilsted at bottom right. --- --------_....... _............ ....__.._... __ ...... ©2014 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131412281504314521 tVA VA, ',. ASTER CONSULTING ENGINEERS, INC. 5523 WEST CYPRESS STREET SUITE 200 TAMPA, FLORIDA 33607 EB: 8426 JAMES R. MEHLTRETTER, P.E. FL # 33860 February 17, 2014 qz= 0.00256"Kz"Kzt"Kd V 29 F= qz"G"CPAf (Eq. 6-28) G= Cf= (Figure 6-21)ASCE HMI} HiktA CAP6PADS, •: • SOUTH FLORIDA (MLA DADE, 9ROI /ARD, PALM BEACH COUNTIES) • • • • • • • • CLIENN: DItERRITE2H • • • • • • • PROJECT: WIND ANALYSIS HURRICANE PADS MAX. WIND SPEED 175 MPH CODES: FLORIDA BUILDING CODE 2010 ASCE 7-10 • 1148K CATEGOR��Y,= lJ • • • • • • • • • B�W`ARq,co CI WIND gDEEDe� 0 MPHR • • • U9E A BASIC WINDiSPBED OF 17541/PH • • • • • ••• • Kz= 0.85 Exposure C ; Table 28.3-1 Kd= 0.85 Table 26.6-1 Kzt= 1.00 Figure 26.8.1 •• • • • •• Wind Sp6Sd• V= •179!00 MPI -lis -lis• • 0.85 1.30 • • •• `�••••%"" %ttt ���� " MEH� •t[r)) Wind Pressure .�, •••••••• r� F= Wind Pressure "Af r •� No 33860 %�,r% r *r *r i�0 : STATE OF • r ,A• ••• 4,•`� I.• ••� O R 1 p p'. G 41.: e t t t•O t N . `ice MAXIMUM NIT DIMENSIONS 7 • • 82.51 :SF• •• ••• • • •• • • • • • • ••• PSF See Tables WIND SPEED 175.00 MPH Pressure 62.51 PSF HMD 1840-4 Pad Original Weight 13.000 35.000 13.000 35.000 13000 _ 35.000 13.000 35.000 13.000 35.000 31.000 31.000 31.000 31.000 31.000 31.000 H 20.000 23.000 24.000 1 25.000 26.000 43.000 25.000 43.000 27.000 43.000 29.000 43.000 31.000 43.000 33.000 43.000 35.000 •• • • • • •• HMD HURRICANE PAD 4" THICK MODEL# WEIGHT L Pounds HMD18404 198 18 HMD3848-4 308 38 HMD36384 220 36 HMD40404 318 40 HMD3030-4 155 30 HMD2436-4 147 24 HMD3842-4 277 38 PAD MINIMUM WEIGHT PAD +WEIGHT POUNDS MODEL NUMBER 180 HMD1840-4 270 HMD1840-4 -300 --__-- HMD1840.4 340. HMD1840-4 I 380 HMD18404 196 196 196 196 196 100 HM036484 306 120 HMD3648-4 306 140 1-1M03648-4= 306 31.000 31.000 ! 30.000 31.000 31.000 32.000 31.000 31.000 34000 31.000 31.000 36.000 31.000 -..31.000 _._ 38.000 31.000 31.000 40.000 35.000 35000 _ 36.000 35.000 35.000 t 38.000 35.000_ 35.000 40.000 35.000 35.000 i 44.000 195 HMD3648-4 308 280 HMD3648-4 306 340 HMD3648-4 306 130 HMD36364 180 HM038364 215 HMD36364 290 HMD36384 325 HMD3636-4 380 HMD3636-4 200 HM040404 240 --HM04040.4 300 HMD4040.4 430 HMD4040.4 220 220 220 220 220 220 318 318 318 318 W 40 48 36 40 30 36 42 0.6x(UNIT + PAD) WEIGHT 214 280 298 322 346 NOTEg: 1 LOAD COMBINATION ASD PER 2.4.1 ASCE 7-10 0.6 x DEAD + 0.6 x WIND (ASCE 7-10: 2.4.1) 2 DESIGN IS BASED ON SECTION 29.5 OF ASCE 7-10 "OTHER STRUCTURES" UNITS ARE TO BE LOCATED ON THE GROUND. 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY DESIGN CHECK. 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5.1 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. 6xWIND ASD DESIGN WIND MOMENT FT-# SF OVERTURN DESIGN CHECK _. -- 160.20 303.87 151.94 209.70 349.45 200.93 223.20 364.65 218.79 241.20 379.84 ' 237.40 259.20 395.03 256.77 Page 1 of 2 1.05 1.04 1.02 1.02 1.01 244 385.40 466.66 291.66 1.25 256 383.40 503.99 340.19 1.13 288 401.40 541.32 392.46 1.02 301 i 450.90 578.68 448.46 1.01 340_ 509.40 615.99 508.19 1.00 388 L 581.40 653.32 _- -571.66 1.02 210 315.00 403.71 302.79 1.04 240 360.00 430.63 344.50 1.04 261 391.50 457.54 388.91 1.01 306 459.00 484.46 _ 438.01 _ _ 1.05 327 490.50 511.37 485.80 1.01 380 540.00 538.29 538.29 1.00 311 518.00 546.97 492.27 1.05 335 558.00 577.38 548.49 _ 1.02 371 618.00 607.74 607.74 1.02 449 748.00 688.52 735.37 1.02 -- l Allowable Allowable Pressure qz PSF Wind Speed V MPH OK OK FOR 175 MPH _ 65.9 180 OK OK FOR 175 MPH 65.2 179 OK OK FOR 175 MPH 63.8 177 OK OK FOR 175 MPH 63.5 176 OK OK FOR 175 MPH 63.1 176 OK OK FOR 175 MPH 78.3 196 OK OK FOR 175 MPH 70.4 186 OK OK FOR 175 MPH 63.9 177 OK OK FOR 175 MPH 62.9 175 OK OK FOR 175 MPH 62.7 175 OK OK FOR 175 MPH 63.6 176 OK OK FOR 175 MPH 65.0 178 OK OK FOR 175 MPH 65.3 179 OK _ OK FOR 175 MPH 62.9 175 OK OK FOR 175 MPH 65.8 179 OK _ OK FOR 175 MPH 63.1 _ 176 OK OK FOR 175 MPH 62.7 175 OK OK FOR 175 MPH 65.8 179 OKOK FOR 175 MPH _ 63.6 176 OK � OK FOR 175 MPH 63.6 176 OK OK FOR 175 MPH 63.6 t 176 MASTER CONSULTING E VINEERS. INC. 5523 WEST CYPRESS STREET SUITE 200 TAMPA, FLORIDA33607 EB: 8426 JAMES R. MEHLTRETTER, P.E. FL # 33860 February 17, 2014 qz= 0.00256•Kz•Kzt•Kd•V^2•I F= gz•G•Cf Af (Eq. 6-28) G= Cf= (Figure 6-21)ASCE • ••• • • • HMD • RITAtJEPifl9 ••• SOUTH FLORIDA (MIAMI DADE, BROWARD, PALM BEACH COUNTIES) • • • • • • • • CLIEI�f: Dl/EFUA.E•CH• • • • • • • PROJECT: WIND ANALYSIS HURRICANE PADS MAX. WIND SPEED 175 MPH CODES: FLORIDA BUILDING CODE 2010 ASCE 7-10 • • KEC1 • • •• • 4MIAMW CCUIT.BASTG WI� SPEED -11'7 5 MPH • • • BQOWARIiCO JNTE( BIC WIND SPEE81= 170 MPH • • • USE A BASIC 1.•INDISP81ED OF 173MPH • • • • • ••• • Kz= 0.85 Exposure C ; Table 28.3-1 Kd= 0.85 Table 28.6-1 Kzt= 1.00 Figure 26.8-1 •• • • • •• ••• •• WindSpdV= Pp SF: • 0.85 1.30 • •• IYMEH/ it Wind Pressure •. .... • • �n iI. F. Wind Pressure "Af �•� ` ES •• )),1 Af=LxH w_• No 33860 103 :*r • STATE OF • �S•.o pR,Qt. G. rrtiti tON ` . HMD 1840-4 Pad Increased Weight to 240# 82.51 PSF See Tables • • • • •• • • • • WIND SPEED 175.00 MPH Pressure 62.51 PSF MAXIMUM UNIT DIMENSIONS W 25000 25.000 30.000 25.000 25.000 32.000 25.000 25.000 34.000 25.000 25.000 36.000 25.000 25.000 38.000 25.000 25.000 40.000 • • i • • ••• •. • • •• HMD HURRICANE PAD 4" THICK MODEL # WEIGHT L Pounds HMD18404 196 18 HM036484 308 36 HMD36364 220 38 HMD40404 318 40 HMD30304 155 30 HMD2436-4 147 24 HMD3842-4 277 38 MINIMUM WEIGHT PAD W 40 48 36 40 30 36 42 PAD 0.6x(UNIT + PAD) WEIGHT WEIGHT POUNDS MODEL # NUMBER NOTES: 1 LOAD COMBINATION ASD PER 2.4.1 ASCE 7-10 0.6 x DEAD 0.6 x WIND (ASCE 7-10: 2.4.1) 2 DESIGN IS BASED ON SECTION 29.5 OF ASCE 7-10 "OTHER STRUCTURES" UNITS ARE TO BE LOCATED ON THE GROUND. 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY DESIGN CHECK. 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5-1 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. T .BxDEAD 180 HMD30304 155 220 HM03030-4 155 265 HMD3030-4 155 320 HMD3030-4} 155 370 HM030304 155 430 HMD30304 155 13.000 35.00020.000 100 13.000 35.000 _ 23.000 220 13.000 35.000 24.000 250 13.000 35.000 25.000 300 201 225 252 285 315 351 ASD DEAD LOAD MOMENT FT-# F # 6xWIND ASD DESIGN WIND MOMENT FT-# 5F OVERTURN DESIGN CHECK OK OK OK OK OK OK OK OK OK OK 251.25 325.58 281.25 347.28 315.00 _ 388.99 356.25 390.69 393.75 412.40 438.75 434.10 244.18 277.82 313.64 351.62 391.78 434.10 HMD18404 240 204 153.00 303.87 151.94 HMD18404 240 276 207.00 349.45 200.93 HM01840-4 240 294 220.50 384.65 -1 218.79 100018404 240 324 243.00 379.84 237.40 13.000 35.000 26.000 340 19.000 31.000 20.000 19.000 31.000 21.000 19.000 31.000 22.000 19.000 31.000 23.000 19.000 31.000 24.000 33.000 37.000 32.000 33.000 37.000 33.000 33.000 37.000 34.000 33.000 37.000 35.000 33.000 37.000 36.000 HM018404 240 _ 348 _ 281.00 395.03 256.771 90 94M024384 i 147 142 142.20 269.14 134.57 115 10002436-4 147 157 157.20 y 282.60 148.37' 130 1-100024364 147 166 166.20 296.06 162.831 160 HMD2436-4 147 184 184.20 309.51 + 177.97 180 HMD2436-4+ 147 196 196.20 322.97 193.78 160 HM03842-4 277 282 415.15 513.98 411.18 190 HM03842-4 277 280 -- -__ 443.65 530.04 437.28 215 HM03842-4 277 295 487.40 546.10 484.18 250 HMD3842-4I, 277 316 500.65 562.16 491.89 275 HMD3842-4 277 331 524.40 578.22 520.40 Page 2 of 2 1.03 1.01 1.00 1.01 1.01 1.01 1.01 1.03 1.01 1.02 1.02 1.06 1.06 1.02 1.04 1.01 1.01 1.01 1.01 1.02 1.01 REMARKS OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH Allowable Pressure qz PSF Allowable Wind Speed V MPH 64.3 177 63.3 - - 176 62.8 175 63.3 62.8 83.2 176 175 178 OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK OK FOR 175 MPH OK 1 OK FOR 175 MPH 62.9 175 64.4 178 63.0 178 64.0 177 63.5 176 66.1 66.2 63.8 64.7 63.3 63.1 63.4 62.9 63.6 63.0 180 180 177 178 176 176 178 175 178 178 miami tech inc. Installation Instructions for Ground / Concrete Slab Mount Tie -Down Kits Kit Numbers FL14CUTD6KG (Steel Tie Down Clips) FL14CUTD8KG (Steel Tie Down Clips) FL14CUTDA6KG (Aluminum Tie Down Clips) FL14CUTDA8KG (Aluminum Tie Down Clips) ...• . . . .... • • • . •• . •••• • .. . .. • . • • . .... •••• . • • . • . .... .... .... • 1) Carefully review the included installation drawings before proceedingto'anchor tfe • condensing unit. If installing steel tie -down clips, please refer to the Iyleehanical.Unit Steel Tie -Down Clip engineering drawing dated 2/11/2016. If installing al ninunm tie - down clips, please refer to the Mechanical Unit Aluminum Tie -Down Clip e'hgineeYlge: • drawing dated 2/11/2016. The tie -down kits must be installed per the included installation drawings and the following instructions to maintain certification of the tie - down method. 2) Center the condensing unit on the concrete slab built with the minimum dimensions as illustrated in the included installation drawings. Use the appropriate drawing for the condensing unit being installed. 3) Using the bottom part of the tie down clip to rest on the concrete slab, attach the four (4) tie -down clips included in the kit with the appropriate quantity of #10 stainless steel 410 self -drilling screws. For 6" tie -down clips, use four (4) #10 stainless steel 410 self - drilling screws per each tie -down clip. For 8" tie -down clips, use eight (8) #10 stainless steel 410 self -drilling screws per each tie -down clip. 4) Drill a 2" deep pilot hole for the %" stainless steel 410 Elco Ultracon screw through the hole of the bottom part of the tie down clip. These holes must be at least 2.5" inches from the edge of the concrete slab. 5) Secure the tie down clip to the concrete slab with the included %" stainless steel 410 Elco Ultracon screw per each tie -down clip. • • • 4.00'-12.00' 0.0700 TYP. I EEL O LIE-LA-PIMi� SIDE VIEW TYP. ALL OTHER CLIPS SIMILAR VARYING LENGTH ONLY 0.7500 TYP. 0.6938 TYP. 0.3063 TYP. 1.0000 TYP. } 1.3759 0.8114 TYP. TYP. 0.0700 TYP. 0.5000 TYP. 1.1290 TYP. 1.1290 TYP. L 0 U 0 0 0.7500 1 TYP. CO_ 1 1.2500 0.6937 TYP. 0.3062 TYP. 1.0000 TYP. I0.5534 1.1179 TYP. TYP. 1.1290 TYP. 1.1290 TYP. 40, 0 1 0 U 0.7500 1 TYP. $ 1.2500 0.6938 1.0000 TYP. TYP. 0.3063 TYP. t0.2954 TYP. 0.8599 1 TYP. 1.1290 TYP. 1.1290 TYP. 0 G 0 •• ••• • • • • • • • • • ••• •• • • • ••• •• • • • • • • • • 0 •• •• • •• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • , • • • • • ••• • �• !..••• • 1 0.7500 TYP. j 1.2500 r�o r+n • • ••• • • • • • •• • • ••• • • UCL1lJI111 INV 1 L.D. 1. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDAN, AND THE FLORIDA BUILDING CODE 2014 (5th EDIT( WITHIN AND OUTSIDE THE HIGH VELOCITY HURRIG INDICATED IN THE ACCOMPANYING DESIGN SCHEDt CRITERIA USED TO CALCULATE THE ALLOWABLE RCN CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF 1 5560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GI WITHIN THE HVHZ, (GCIlatera1=1.90 OUTSIDE THE H (GCf) =1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL OM `iER DESIGN VARIABLES ARE IN ACCORDANC CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES R ALLOWABLE HEIGHT OF THE BUILDING. 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATIC TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEI 5. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT ) FROM TEST REPORT PROJECT #15-6206 BY FENESTF LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT V BY THIS ENGINEER SHALL BE PERMITTED. 7. STEEL CLIPS SHALL BE ASTM A653 STEEL WITH Fy= STEEL MEMBERS SHALL BE PROTECTED AGAINST CO APPROVED COAT OF PAINT, ENAMEL OR OTHER APP! G90 -RATED COATING REQUIRED FOR COASTAL INS1 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE ! ACCORDANCE WITH THE REQUIREMENTS OF THE FLOI CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WI" THE HIGH VELOCITY HURRICANE ZONE. 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM W MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIC ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TC BE AS PER MANUFACTURER RECOMMENDATIONS AND RESPONSIBILITY OF THE CONTRACTOR. 3. FASTENERS TO BE #10 X 34" OR GREATER STAINLESS. NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQU FASTENERS SHALL HAVE APPROPRIATE CORROSION P PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF TI AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTUR. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STF UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. •G. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESI( BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WT ••SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE 0 • VOFESSIONAL AND IS NOT INCLUDED IN THIS CERT: • AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL C •AFFIRMATIONS ARE INTENDED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONE FROM THE CONDITIONS DETAILED HEREIN, A LICENSI • REGISTERED ARCHITECT SHALL PREPARE SITE SPECII •• • USE IN CONJUNCTION WITH THIS DOCUMENT. 9.' WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE 5 RESPONSIBILITY OF THE INSTALLING CONTRACTOR. t ENSURE THAT ANY REMOVED OR ALTERED WATERPRC •• • • • • • ECTION TYPE C1 • UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT APPLICABLE FOR CLIP 4" LONG ATE CLIP TION, 'AGE 3 IL 3/3 6" CLIPS 3" MAX* TYP. *NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 3. •• ••• • • . • • •• • • • • •• • • • •• ••• •• • • • •• • ••• • • • • . • • • • • • • •• • •• • ••• • •• • • • • ▪ • • ▪ • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • CONNECTION TYPE C3 1"X12" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIPS 8" & 10" LONG ALTERNATE CLIP LOCATION, SEE PAGE 3 DETAIL 3/3 2" CLIPS 3" MAX* TYP. UTILIZE (8)-#10 SS 410 SELF DRILLING SCREWS, TYP. Y'4'o HOLE, WITH ANCHOR FROM CLIP ANCHOR TO HOST SCHEDULE, TYP. TRIC D ETAI L ISOMETRIC TO HOST SCHEDULE: DESCRIPTION (1)-1/4"Y STAINLESS STEEL 410 ELCO ULTRACON, 1%4" FULL EMBED TO CONCRETE, 2" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. (1)-#14 SAE STAINLESS STEEL BOLT 410 WITH NUT AND WASHER TOP & BOTTOM SS OD 1", 3/2' MINIMUM EDGE DISTANCE TO METAL EDGE (1)-#14 SAE STAINLESS STEEL BOLT 410 WITH NUT AND WASHER TOP & BOTTOM SS OD 1", 34 MINIMUM EDGE DISTANCE TO METAL EDGE ND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. IUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.07" THICK ASTM A653 STEEL CUP, TYP. CLIPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1" TIE -DOWN CLIP ANCHOR DETAIL ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR TO HOST SCHEDULE (VARIES) " = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. UNIT WIDTH r3" MAX • --•- 3" MAX •- •-3" MAX a UTILIZE (2) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT 3" MAX MECHANICAL UNIT PER SEPARATE CERTIFICATION ALTERNATE (8) CLIP DETAIL w f AI T r 01 AAI lfl CflI HOST SUBSTRATE SEE ANCHOR TO HOST SCHEDULE TYP. Cl C2 C3 C4 AT GRADE H <_ 80 FT AT GRADE I H 5 120 FT AT GRADE H 5 30 FT AT GRADE H 5 40 FT H515FT H5200FT f H530FT H<_200FT AT GRADE H 5 200 FT I AT GRADE H 5 200 FT AT GRADE H 5 40 FT I AT GRADE H 5 60 FT N/A AT GRADE N/A 1 AT GRADE N/A AT GRADE j N/A AT GRADE N/A AT GRADE 1 N/A AT GRADE N/A AT GRADE i N/A AT GRADE N/A N/A N/A AT GRADE N/A N/A N/A T N/A WITHIN THE HVHZ WHICH CONTAINS BROWARD AND :AL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY COUNTIES. MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT UNIT HEIGHT WIDTH Cl C2 C3 C4 6 FT2 29" MAX j 15" MIN AT GRADE H 5 30 FT AT GRADE H 5 60 FT 9 Fr ( 36" MAX 27" MIN N/A AT GRADE I AT GRADE H 515 FT' 4 FT2 N/A H530FT 60FT<H5200FT AT GRADEN/A 60FT<H5120FT AT GRADE I H 5 200 FT i AT GRADE H <_ 200 FT 6 FT2 N/A N/A AT GRADE H 5180 FT AT GRADE H 5 200 FT 9 FT2 48" MAX 36" MIN 1 AT GRADE 1 AT GRADE AT GRADE H <_ 15 FT 12 FT2 N/A AT GRADE j N/A AT GRADE 16 FT2 N/A AT GRADE N/A AT GRADE 20 FT2 ; N/A 1 AT GRADE 1 N/A AT GRADE 25 FT2 N/A N/A N/A AT GRADE 30 FT2 60" MAX 48" MIN N/A N/A N/A N/A 36 FT2 N/A N/A N/A N/A *THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THEAPPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. ILLATION HEIGHTS: VuIt=170 MPH, EXPOSURE C ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPF (FOR USE WITH A RISK CATEGORY II STRUCTURE**) RISK CATEGORY II IS PER ASCE 7-10 H 5 15 FT • • • O .O0 • FT < .200E • • IN THIS EXAMPLE, tH6 nVOiU4T 4011Bg 'INSTALLED ON A BUILDING•RICTOTslif+'IGfl ;HAEIS I-II! ®Q CCLUALTO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • ••• • • • • J • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • MAX SURFACE AREA OF UNIT'S LARGEST FACE 6 Fr 9 FT2 UNIT UNIT HEIGHT WIDTH • 29" MAX 15" MIN AT GRADE 36" MAX 27" MIN ALLOWABLE ROOF -TOP HEIGHT (F TIE -DOWN CONFIGURATION TYPE C1 C2 H5200FT C3 AT GRADE N/A 1 H 5 200 FT AT GRADE 4 FT2 6 FT2 9 Fr 12 FT2 16 FT2 H 5 200 FT 1 H 5 200 FT H5200FT AT GRADE 60FT<H5200FT H5200FT H 15 FT 60 FT<H5200 FT 48" MAX: 36" MINI N/A H 5 200 FT AT GRADE N/A H540FT 60 FT < H 5 200 FT N/A N/A AT GRADE 60FT<H5180FT N/A 20 FT2 25 FT2 30 FT2 N/A AT GRADE N/A 60" MAX48" MIN N/A N/A N/A N/A N/A N/A C2 C3 C4 H S 200 FT AT GRADE H 5 200 FT 60FT<H5100FT H 5 200 FT AT GRADE H5200FT H 5 200 FT H5200FT H5200FT 1F. H5200FT H540FT 60 FT<H5200FT H5200FT H 5 200 FT AT GRADE 60 FT<H580FT H5200FT H5200FT N/A H5200FT Hs15FT ' 60FT<H 5200FT N/A H530FT 60FT<H5200FT AT GRADEN/A 60FT<H5120FT AT GRADE 60FT<H5180FTI AT GRADE N/A AT GRADE N/A N/A AT GRADE LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=170 MPF (FOR USE WITH A RISK CATEGORY II STRUCTURE**) RISK CATEGORY II IS PER ASCE 7-10 H 5 15 FT • • • O .O0 • FT < .200E • • IN THIS EXAMPLE, tH6 nVOiU4T 4011Bg 'INSTALLED ON A BUILDING•RICTOTslif+'IGfl ;HAEIS I-II! ®Q CCLUALTO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • ••• • • • • J • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • •• • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • MAX SURFACE AREA OF UNIT'S LARGEST FACE 6 Fr 9 FT2 UNIT UNIT HEIGHT WIDTH • 29" MAX 15" MIN AT GRADE 36" MAX 27" MIN ALLOWABLE ROOF -TOP HEIGHT (F TIE -DOWN CONFIGURATION TYPE C1 C2 H5200FT C3 AT GRADE N/A 1 H 5 200 FT AT GRADE 4 FT2 6 FT2 9 Fr 12 FT2 16 FT2 H 5 200 FT 1 H 5 200 FT H5200FT AT GRADE 60FT<H5200FT H5200FT H 15 FT 60 FT<H5200 FT 48" MAX: 36" MINI N/A H 5 200 FT AT GRADE N/A H540FT 60 FT < H 5 200 FT N/A N/A AT GRADE 60FT<H5180FT N/A 20 FT2 25 FT2 30 FT2 N/A AT GRADE N/A 60" MAX48" MIN N/A N/A N/A N/A N/A N/A C1 C2 C3 C4 200 FT H5200FT H5200FT H 5 200 FT 200 FT H<_200FT H 5 200 FT H <_ 200 FT 200 FT H 5 200 FT H5200FT H5200FT 200 FT H5200FT H5200FT H 5 200 FT 200 FT H5200FT H•_200FT ! H5200FT 200 FT GRADE :H580FT GRADE N/A H5200FT H540FT H5200FT 60 FT<H5200FT H515FT 60 FT<H5100FT H5200FT H5200FT H 5 200 FT AT GRADE H 5 200 FT H<_200FT AT GRADE H 5 200 FT H<_30FT 60 FT<H5_200FT N/A H 540 FT 60FT<H•5200FT 4/A H 515 FT 60 FT<H5120FT� N/A H515FT 60 FT<H5180FTI LLED ON A AL TO 15 BETWEEN I NOTE 1 J JVI\1 I"1VL I"tl\LPI VI ViYI l VIY11 UNIT'S LARGEST HEIGHT WIDTH FACE C1 C2 C3 C 6 FT2 29" MAX 15" MIN H530FT 60FT<H5200FT! H<_200FT H540FT H52 60FT<H5200FT 9FT2 36"MAX 27"MIN H515FT ! H5200FT H530 FT H 5 2 60 FT<H5200FTI 160FT<H5200FTI 4 FT2 6 FT2 9 FT2 12 FT2 48" MAX 36" MIN H5200FT H5200FT H560FT 160 FT<H5200FT H<_2 H 5 200 FT H 5 200 FT H<_60FT 60 FT<H5200FT H 5 2 H515FT I H5200FT 60FT<H5200FTi H 5 40 FT 60FT<H5.200FT'. H 5 2 AT GRADE y 5 200 FT 60FT<H580FT AT GRADE 60 FT<H5140FT H 5 2 16 FT2 N/A H5200FT AT GRADE H 5 2 20 FT2 i N/A 25 FT2 30 FT2 36 FT2 60" MAX H 5.40 FT 160FT<H5200FT N/A H 5 2 48" MIN 1 N/A H<_15FT 60 FT < H <_ 200 FT' N/A H5. 160FT<H N/A AT GRADEN/A i AT GI 60FT<H5100FT60FT<H N/A AT GRADE N/A AT GI TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE***) RI J" y^ �vv\\ J RJ— +V C1 ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE ! UNIT HEIGHT UNIT WIDTH 6 FT2 29" MAX 15" MIN AT GRADE 60 FT<H5200FT H 5 200 FT H 515 FT H 5 200 FT 160 FT<H5200 FT 9 FT2 36" MAX •.606 27" Mf�N •�TQRI�DEi• FT• < �l.&.200 f • • • AT GRADE • : '•H ; 2a0 FT 60 FT < H 5200 FT ; H 5 200 FT 4 FT2 48" MAX • • • • a••H5200FT. • • 36';(j(11N ••. • • • ••. . . • • • • •I -r<_ 2Ct1 FT • • • • • all g 200 FT H 5200 FT H <_ 200 FT 6FT2 . • • • • • • • • I K52011FT • • • • I H5200FT ! H5200FT 9 FT2 • 60 FT < N•< 200•FT • • • • • •�"' 2Cg PT 60 FT < H 5 200 FT H <_ 200 FT 12 FT2 AT GRADE • • • • •1• H 5 200 FT AT GRADE H <_ 200 FT • • 16 FT2 • • • • . • • Pi!/t ••• • •• •• • • • • • • ... . . •H g 200 FT N/A H 5 200 FT •• •- a • 20 FT2 N/A H <_ 15 FT N/A H <_ 4O FT 60 FT < H 5200 FT 160 FT < H <_ 200 FT ENGINEERING EXPRESS E.X.PE,R 7* {Engineering Express Product Eyaluatton Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954)354-0660 J ENGINEERINGEXPRESS,COM ,;:a1011,1116111111111111111111117.414," REPORT HOLDER: PAYNE AIR CONDITIONING 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-20031FL. WWW.PAYNE.COM SCOPE OF EVALUATION (compliance with the following codes): Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued September 12th, 2016 Subject to Renew September 111h, 2017) THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL. OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Fifth Edition (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 701.1, 706.6.1, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3 4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: Product Evaluation Documents Substantiating documentation has been submitled to support this TER and is summarized in the sections that follow. Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER Is provided In the forces summary table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all PAYNE models present in the table located on the final page. FINISH: Baked enamel. NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. UNIT CASING MATERIAL: 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. Side protector steel grille ASTM A510 02.03mm vertical wire and 02.68mm horizontal wire, secured with #10-16 sheet metal screws into top and base pan INSTALLATION: • • • Shall follow manufacturer specifications• as well as thelarrmation Mar • • i•••• • herein. • • • • • • • • STRUCTURAL PERFORMANCE: • • • Models referenced herein are subjeo14•4he followiel•design lintcns ASCE7-10 Exposure Category C, Fersiteell • .• • • • Up to and including 175mph (Vult) fgvatp.200" MRWell-IVHZ*" • • Up to and including 170mph (Vult) fgroitillp•259 WW1,. 1+VHZ"' Up to and including 200mph (Vult) for up fo 200' MR7-11* Iston-HVI12": Ground or Roof Application per inst3ITAV Instructions' • • **Mean Roof Height ""High Velocit, Hurrictne Maximum RateeWin0 Preiiyre:, • • • • • 193psf Lateral, 93psf Uplift (te_s _ead Load) Site specific wind analysis may produce alernate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: E '•• , • r t 1 %; p'thber 12P, 2 4E549 • - • r cT_C Frank life)inaradlo`E— e ENGINEEIVe,.x91112k50 no). PE . 42(teszsinym '1 ita)rnitIA‘ , e The FBC 10 donned APPROVED SOURCE (Section 2.2) as'An independent pefson, firm or oorparation. approved by the btatdmg official. who Is competent and experienced in the 8pol:calico of engineering prinCipleS 0 materials, methods or systems analyses ' Engineering Expresse porifelitiOrtatS meet the competency requirements as Cefined in the FBC and tan seal their work. Engineering Express4 is regularly engaged in conducting and providing ertgineenng evaluations of single -element and luil-scale building systems ,40111111b. ( ( .,. • ,sel--:.•':---5.-:-. .,i,.\. I 1 I I 11 I 00, „ • • . • • .) • ••' • ":::'.64i€PPA',:.le'lsgrAilltiVii.r.k. ;`k; g. "x4. • . . i;Jt. . „ — • . 1--)1 STAND gAT.t. Oftle45), .... • r = . . TER1B319OiO ..;;•faafz,t.ff,„.,.44K,,',effffifusi.,;,;,,Lzaf fzfIffffaMfAr,Affwfistufamtafieffkmeff:f AffnfrAfm,. ffflfffi,KffsAfffftfaafffd==.3......-,salfifffANNEUEURIK, ' 7 A ,.:=b, .4- ”,,,s ,n sa att.trdande ;Ns 1 - as nOted herten The Sot. nod to) haat strut:tura shal dodagned to te5 st art $Lirtli;Z:f:01,(.f.1 Ien.; oetetroned ttgr others n s spec.f: has s as may h ref;u.fed rhe A...dr:or:hi flat raj „hr: t ft Vt :ore sorra Irons ,shich are .01 accounted 101 in Ohs prod.:cis respect.te artshor sr:he:rute. St al tte clasped on a S•te atr.r.S t.,;" a fe9s`•ved trfCless Or.31 eng:neer evalt-tx c•T'Ve0 Iv the 3'32 Soh:raft:19 Structure by use or tri.s Co ument. Act,tratmeo: factors t.otect here.n and the at:pi:sable codes most he cons.dertad ,hare oho cable strostorenhtc T:stoner:Vs strhch are Oermanerl y nstatrest shalt he protected against corros conlarnaraCco and dther soch arhaatie al al t :nes Fayerrers most penetrate he support:no a:enters sus?: Ora: rhe lull length of the threaded slortc ed :stir: ihe roar n member Al anchors sstrey.S. Strag:s c rors. and attach:heat hart On tl%; sobvest for mart:Went pans as long as the hand es el me aoorva:ora gars toe coda or stronger This evaruat on does not offer any evatuat err to meet tarrte otsste rhatteCI ehas acquirements sth.,:h tyst ca! y are not raddled far ihrs tyge rforodoot M of die trtstd res:sent't exterior stands, mart:Ideal); ree rr exceed Oleo c.apac4 0 es t ho des grf lesd cads as s:srea rr the oath:Assorts rrechsreo Ity tt,e Fir:N.1a Soldrog Code Fifth &ire r. r2314) Due to the indetermartam nature of these onds d•slorton and det'ecaen ottrt l ascrirately e:ra".traresttot tttrth draphra,;:r actron of eterra2 ctfrap irents arrd oternar sritener .5 the hase ti naS the cada tri ht.thStand free far hes wq.t 0j erIttial Dant befflf, Confa flud Ye:311V rr:Speet:Orts. during equrpment mshtenance 0 he a named Vane al screws CaOmet comdeseras dun anchor hods straps and rater are to be vei bed by tfie AC contractor M damaged sahrhel sentpanents loose =rotted tretren sour," or anchor bola 1.101 he ea aced to ensore sauctxal in:erg:nth tet herr:Carle smr:d 105001 • • Et,K5INEEsINGExprasss.co,i1,1