Loading...
MC-17-1197 Permk C 47-119E7 Miami Shores Village Pl 7" B: halilC 'at�1t11erCa) a�T 10050 N.E.2nd Avenue NE vtl Cf�sstficgVon.AIC Replacers int Miami Shores,FL 33138-0000 Perm1t SMtU8:A00R0VEV� Phone: (305)795-2204 �CORiDA r. Issue�; 1 Expiration: 131{2017 Project Address Parcel Number Applicant 736 NE 92 Street Number: 2-K 1132060440380 CECILIO ACOSTA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CECILIO ACOSTA 736 NE 92 ST UNIT 2Ki MIAMI SHORES FL 33138-2957 (305)264-8560 13151 SW 11 LANE Circle MIAMI FL 33184- Contractor(s) Phone Cell Phone Valuation: $ 3,748.00 AFFORDABLE AIR 8 HEAT INC (305)940-0777 Total Sq Feet: 0 Tons: Available Inspections: Additional Info:EXACT CHANGE OUT OF 2 TON SPLIT HUA Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work:EXACT CHANGE OUT OF 2 TON SPL Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# MC-5-17-63873 DBPR Fee $1'97 05/04/2017 Credit Card $ 100.52 $50.00 DCA Fee $1.97 Education Surcharge $0.80 05/02/2017 Check#:1103 $50.00 $0.00 Permit Fee $131.18 Scanning Fee $9.00 Technology Fee $3.20 Total: $150.52 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 zo ' g. Futhermor , tho @fit above-named contractor to do the work stated. May 04, 2017 Authorized Signature:OWner / Applicant / Contractor / Agent Date Building Department Copy May 04,2017 1 1 Miami Shores Village M 2 2017 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 S FBC 20k 4 BUILDING Master Permit No. Iaa��Y 1 G I I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING M MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP (� CONTRACTOR DRAWINGS JOB ADDRESS: 1� � 12 '9 T. � 2y-- City: Miami iiyyShores County: Miami Dade Zip: ✓✓'�TJ �/ Folio/Parcel#: ��•,Vco •v44 • o8o Is the Building Historically Designated:Yes NO Occupancy Type:m Load: - Construction Type: * ' - Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlehol(d'e�r)): �Pj u '1 WS t� Phone#: � fes{ Address:11w��C �� q2�r-aT 31305&L I City: P 111( 1 State: Zip: 33t 3&L Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:-XFF n e Di A a.-& - 4&K l Phone#: %5 `N00 `' 11 1 Address: 111:5 t.-AET• 190 S City: Mt�t( State: Zip: Qualifier Name: V �t '� )��� Phone#: AL400 tn' 1" State Certification or Registration#: 0-4co- ®'LCertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ "IV .VV Square/linear Footage of Work: Type of Work: ❑ Addition ❑ /(Alterratiion�� ❑/New - Ez Repair/Replaace ❑ Demolition Description of Work: 17�1�'c'�ri1� ©tA.` 2 N %PU 1T Z1�yVAQ, `l lav 1 Specify color of color thru tile: Submittal Fee$_50 iDn 1 Permit Fee$ 11 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ( DBPR$ s -G l:� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$1 CP (Revised02/24/2014) 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 p 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. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ,,, Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of WrUl 120 by ��( day of nAs�,VI 20 [ by UQ IW ��who is personally known to 11W who is personally known to me or who has produced qt,DL— as _ee or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: (0 6 W&p— pw#=—ffivA&Z Sign. NQ Sign: Print: Print.t/711�'� -i IAMS96 Seal: MY COMMISSION#FF035961 Seal: { *1 AUG 12,2017 EXPIRES:AUG 12,2017 t st State IrriuranCo Bonded through 1st State Insurance _ rM**�*��x�s*�*�******�** *+��**� *t ***�e* **��** ***►�****s�sa*�*s*****res*e��sxx�*x**�x*++x**�*�*****�*�***xr* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,gHR�Fs 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 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 area not acceptable. Job Address(where the work is being done).��`i' `�� ✓' 2 City: Miami Shores Village County: Miami Dade Zi Code: OtPI OM ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO/ r ARHI Sheet Attached:YES NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER wit AHU or PKG.UNIT MODEL ti �f¢j COND.UNIT MODEL fi PA 1+11A A 157 KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU,�,P CUA PKG AHU CU PKG 2)M.O.P AHa2 CYM PKG AHU 6 CUft PKG 3)VOLTS AHLZA CU PKG PKG UNIT / / PKG UNIT EER/SEER I YES NO REPLACING DUCTS YES ky YES NO REPLACING THERMOSTAT YES YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX BOX YES 0 1. Minimum Circuit Ampacity(Wire Size): C/ _ 2. Maximum Overcurrent Protection(Fuse/Breaker Siz 3. Voltage of Circuit(208/240/480): 367 4. Size Disconnecting Means: Contractor's Compaaaj Phone: OWWState Certificate or R No. Certificate of Competency No. Signature Date: .S (Qualifier's signature) (Revised02/24/2014) ,gU RES Miami Shores Village Building Department n.,, Balm 10050 N.E.2nd Avenue Miami Shores, Florida 33138 took Tel:(305)795.2204 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): � 617 `�� City: Miami Shores Village County: Miami Dade Zip C e: Ml'/U 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❑ N04�r ARHI Sheet Attached:YES NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER ( AHU or PKG.UNIT MODEL# COND.UNIT MODEL# i KW HEAT NOM TONS AHU CU I PKG 1)M.C.A AHU �U CU_AV PKG AHU So CU? PKG 2)M.O.P AHUCLrXPKG AHU;qV CU PKG 3)VOLTS AH LKO CU 2LWKG PKG UNIT / / PKG UNIT lu EER/SEER YES 7 REPLACING DUCTS YES Oro YES REPLACING THERMOSTAT YES YES <S_a) NEW 4"CONCRETE SLAB YES 0 YES NEW ROOF STAND YES 0 YES NEW RETURPJ BOX YES 1. Minimum Circuit Ampacity(Wire Size): < 2. Maximum Overcurrent Protection (Fuse/Breaker Size): _3V 3. Voltage of Circuit(208/240/480): 2��X 4. Size Disconnecting Means: a Contractor's Compa a e: Phone: ur9 U0111 State Certificate Regis at" Certificate of Competency No. . , 1741;77 Signature Date: (Qual e s signature) (Revised02/24/2014) OP ID: KR 1 RJeL' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/24/2017 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 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 CNONACT AME: Vita Kagan Gopman R(emer Insurance GroupPHONE FAX Hallandale Branch c No EM:800-742-1691 A/C No:954-454-9552 PO BOX 250 E-MAIL Hallandale,FL 33008-0250 ADDRESS: PRODUCER AFFOAII Vita Kagan Gopman CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Affordable Air&Heat,Inc. INSURER A:WeSCO Insurance CO. 25011 515 NE 190 Street Miami, FL 33179 INSURER B INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE BR POLICY NUMBER POLICY EFF PM DDY D (P LIMITS LTR GENERAL LIABILITY EACH OCCU ENCE • • 1,000,000 A X COMMERCIAL GENERAL LIABILITY WPP1055018-05 03/17/2017 03/17!2018 DA T(aRFJITEL) PRE a currence 102,900 CLAIMS-MADE FKOCCUR MED WAVVqpe persont • A1,290 PERS0":+1pV INJURY $ 4,000,0Q GENER641"REGATE 69 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUOW.COMP/OP AGC C•• 3199"0 X POLICY PRO- LOC 990.80 e• $• 90989 AUTOMOBILE LIABILITY COMW15CWLE LIMIT• ,10 6060:8 0 (Ea accident) ANY AUTO BODIW INJORYe(Per person) $ • ALL OWNED AUTOS BODILY INJURY(Per accid6Rt to• SCHEDULED AUTOS PROPERTY4AIt)AGE •0069: HIRED AUTOS (PER ACIMENJ 0• 9 • NON-OWNED AUTOS $9• $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION TW STATU- OTH- AND EMPLOYERS'LIABILITY y/N TOCRY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K pgre space Is required) Air Conditioning Contractor; Service, Installation & Repair// CERTIFICATE HOLDER CANCELLATION Miami Shores Village MIAMSHI g SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 N.E.2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD CERTIFIED L www.aliridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 7490963 Date: 8/5/2016 % Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1424AJI -%%4 F,13 , Indoor Unit Model Number: RHIP2417STAN PV 11 Wn Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD 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, 00000 NY,OH,OR, PA, RI,SD, UT,VT,WA,WV,WI,WY, U.S.Territories) • 0:0::o 0090: 0 Region Note: Central air conditioners manufactured prior to January1,2015,are elj;jWqo be0 installed in all regions until June 30,2016. Beginning July 1,2016, central air cotilft9ppls 0 0 0 0 can only be installed in region(s)for which they meet the regional efficiency 0 l requirem nt. 0000 soe 000 0 0 0 0 0 • 0 Series names--- 0000 69060 00:0*: :00 06:00, 00 00 ** 0**::' Manu cturer re nsibi I forthe-rating of this system combination Is RHEEM SAWS GGMPA�Y,INC. : 0 : 0 *000:4 Ra as follow#7W ccordance�11wit"MR11)6taii Ward 1ry lir 011" Soq[ce **Atr m tion o curacy b Al R A 9 ndid"Udept,third Heat Pump EqWpme d sUbjectAo n 1 4 4 pa testing • (7, Cooling Capacity(Btuh): 24000 _J EER Rating(Cooling): 11.50 -SEER-Rc Wng-(Codlftng): -1-4.00- W1^f-v? IEER Rating (Cooling): I- F: Ratings followed 1)y an asterisk indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates a,,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,persona,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-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.a h rid lrectory.org,click on'Verify Certificate"link we make life beim' 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. 131148851848301948 @2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: . s � 4 MIAMI-DiADE MIAMI-DADE COUNTY IN PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FloridaP3175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.aov/ecQnomv Rheem Sales Company,Inc. 5600 Old Greenwood Rd. Fort Smith,AR 72917 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reperve the right to have this product or material tested for quality assurance purposes. If this Iyrodptt or nud Mdl fails to•••• perform in the accepted manner, the manufacturer will incur the expense of such'testi$g and,the VU may immediately revoke, modify, or suspend the use of such product or material withiMetr jurisdiction. REV` reserves the right to revoke this acceptance, if it is determined by Miami-Da C,qunty Prg44�t Conto••• e, Section that this product or material fails to meet the requirements of the applicablEAWLding edtiN 6;• ••••• This product is approved as described herein,and has been designed to comply with the Florida Building 00:000 Code, including the High Velocity Hurricane Zone. • .. .. . ..0 ...... DESCRIPTION:Mechanical Unit Steel and Aluminum Tie-Down Clips for OFAMind Rooftop • Applications • 0 • • 9006:0 APPROVAL DOCUMENT:Drawing No. 15-2543GA,titled"Wind Load Certifrcafrol of Iv"ical U1.1 Cabinetry and Steel/Aluminum Tie-Down Clips:At Grade and Roof Mounted Applications",sheets•): through 7 of 7,dated 05/14/2015,revised on 11/20/2015,prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Noire LABELING:-Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of&e NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0903.08 r r4=E COU Expiration Date:February 25,2021 111jTT IT l� Approval Date:February 25,2016 SII y f po Page l RLeem Sales ComUanY,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA,titled"Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7,dated 05/14/2015,revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-$4'41hng with marked-up drawings and installation diagram of Rheem RA�SAZI MecYatl3aal Univ*::• prepared by American Test Lab of South Florida, Test RepQ4.Va 0323A?-15, dated..;. 05/18/2015,signed and sealed by Stephen W. Warter,P.E. ••• •• .... .... . . .... .... ..... ...... .. . ..... C. CALCULATIONS .. .. • . .. ...... 1. Anchorage calculations prepared by Engineering Express,dated 11120/2015,signed and sealed by Frank L. Bennardo,P.E. ;0..:0 0000:0 D. QUALITY ASSURANCE •• 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance to the 5"edition(2014)FBC issued by Engineering Express, dated 08/24/2015,signed and sealed by Frank L. Bernardo,P.E. 2. Statement letter of no financial interest issued by Engineering Express,dated 11/20/2015,signed and sealed by Frank L. Bernardo,P.E. 3. Distributor agreement dated 11/12/2015. Carlos M.Utrers,P.E. Product Control Examiner NOA No. 15-0903.08 Expiration Dale:February 25,2021 Approval Date:February 25,2016 E-1 PIMNA BBINARDO,P.C. RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEVALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ; Nlr 4 D.31T APPROVED DESIGN --_---- —JV �N ' � o D•75o° 60 PSF LATER ` 1D ,R,OT""�. 1.250 CRITERIA: WIND LOAD\Z9 ° i,�� `d 18-GA AST" �` DO DESIGN NOTES: A653 PAINTED SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE I STEEL O O WITH ASCE 7-10 AND CHAPTEER B OF THE FLORIDA BUILDING CODE SHALL { CABINETRY Gy BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES 3 Fi Sill TO(Cl Blll =• �. O LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.DESIGN PRESSURE IA 4 J SIM.TO rA)BUT REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN W ON DPP.FACT ,�'+ ON OIT.FACT PROFESSIONAL ON A VO-SPECIFIC BASIS IN ACCORDANCE WITH THE w I A C 0.187' ad GOVERNING COOE. a 0.306. GENERAL NOTES: v TYP O 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN CONCRETE a CO O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SUPPORTING SUPPORTING FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE STRUCTURE BY STRUCTURE BY O THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO OTHER TYP D CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. Z OTHERS,TYP. B CONTROL BOX 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE Q DESIGN Of THIS SYSTEM. a 1 MECHANICAL UNIT ��MECHANICAL UNIT r- .1.000' 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED T14ROWH � � O F N.T.S. FRONT ISOMETRIC N.T.S. BACK ISOMETRIC TIE-DOWN CLIP TEST REPORT 14.01-15 BY AMERICAN TEST LAR OF SOUTH FLORIDA. O 1 1 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF L.) z --� - MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL En x THESE ISOMETRICS ARE INTENDED FOR MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.077 AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS F UNITS LISTED HEREIN MAY VARY W APPEARANCE •dam �� ASTM A6S3 FU-90 KSI STEEL RESPONSIBILITY OF THE CONTRACTOR. aRig — � (CU108)OR 0.080'5052-H32 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDER BRAND,SAE GRADE � (2)-910 INTERNAL POST 1�e ALUMINUM(CUTDAS),MIAMI 5,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR n SMS PER TECH KIT•RRCl1TDSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN LLJ CLIA TYP ADJACENT TO1 RRCUTOASMK CLIPS TO MECHANICAL UNITS SHALL BE 110(14 MIN THREADS PER INCH) LLJ OLIVER CONTROL BOX GRADE S ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE _ PANEL FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE TYP. __- _.._..,,-„-,. CORROSION PROTECTION TO PREVENT ELECTROLYSIS. Q 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. iip°Y7C3, - B� OB— p� �t THICAS K SHALL HAVINIMUM,ALL E MINIMUM COMPRESSIVEETE SHALL BE STTRENGTH OF 30NCRETE M PSI, - }�-- f31.zs C UNLESS NOTED OTHERWISE. �fl UNIT BASE QO �'•T°ASE Q IT BASE Cu B R MMM����'' 7, THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM r ANCHOR PER 0PAN �O PAN �O PAN DISSIMILAR MATERIALS TO PREVENT 0.ECTROLY515. SCHEDULE - - ---- S. ELECTRICAL GROUND,WHEN REQUIRED,EVENTE L TO O DESIGNED h INSTALLED BY _ OTHERS 79. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND ■■■ SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN Ip ep g 3O N PST MIN - -- `- .. /. PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EKCEPT AS CONCRETE Tri o O r—• EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR OTHERS.NP. (B) O (© O AFFIRMATIONS ARE INTENDED. 999 CLT A 0 .1 S 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE ®B©ARE SIM O_/C INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT AND OCCUR ON `. •• • ASF' C• • • ••FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR CLIP OFFSET OIMENSION SHALL_ • ._. •8 • • • • OPP.FACES REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR S BETAIEt0W66(11119' byt4LY i'-'-ilii'-� • • • DATU DACE •• • • • • ••• USE IN:R COMUTmmT TION WITH THIS HOST 3 TIE-DOWN CLIPS • ••A•�T• • • • 11•WATER-TIGHTNEss of ExisnNC HosT SUBSTRATE SHALL BE THE FULL ELEVATION �1TIE-DOWI�h-ELIP•V1YW1 • • • • RESPONSIBILITY OF THE INSTALLING CONTRACTOR.awmcf01l SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS e PLANT RESTORED AFTER FABRICATION AMD INSTALLATION OF STRUCTURE OOPIROIIIHPAIOILlB.RRDOPE PROPOSED oR LEAKAGE ISSUSHALL S WHICHH MAOT AYY RESPONSIBLE FOR ANY 15-2543GA ANCHOR SCHEDULE: • ••• ••• • WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE TIE-DOWN CLIP OFFSETS: • • . c TNYTALLING CONTRACTOR. FA0 O'63MpTI001 SUBSTRATE DESCRIPTION DIM.1 4.50'MAX OFFSET FROM DATUM FACE • • F)/iZ.RAI 1331{ •• • • 33��8 g arrxtuwr ( (1)-1/4`0 ITVY BUILDEX TAPCON ATT CARBON •• FIAT R&1 141. • • p' PRRiT CONCRETE: DIM.2 24.50'MIN OFFSET FROM DATUPT FA • • RA1424RRA143QQA1818, •• • (4°THICK MIN, STEEL 1)i°FULL EMBED TO CC _RETE,3-MIN. DIM.3 25.25'MIN OFFSET FROM DATl09 FACE RP1418,FIP1424,RP1430, 3000 PSI MIN.) EDGE DISTANCE,3°MIN.SPACING TO ANY RP1618,801418,FB'1824, I ADJACENT ANCHOR. DIM.4 13•MAX OFFSET FROM DATUM FACE RD1518 ILJI • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANK BENNAR00.P.E. RHEEM SALES COMPANY, INC. a,�,1H1„ ,,,,,;TB5.9 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAT 1- 0.313'1 o.�so• ?9 STATE Zs a•Ds"'� oNh , oN� 1.25o �` '��a o 8 F •.,. Rl (VAL "�\3 114;18-GA ASTM � `� rrrrrrnnne 1 v o F -A653 PAINTEJIR WN Q STEEL iLLYll! (tjCABINETRY N;I'l.TO(2+UU1SIM.TO(A)BUT O oWZ UN Ut'P FgCF ON Of P.FACE ,�.�OC0.187* ra0.306' UTYP. Q ZCONCRETE CONCSUPPORTING SUPPOR STRUCTURE 0Y STRUCTURE BY p S OTHERS,TYP. B OTHERS,TP. CONTROL BOX Q r 7 1 MECHANICAL UNIT 2 MECHANICAL UNITr--Tl.eoo' o "0 1 N.T.S.- FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP u3 THECAI SE ISOMETRICS ARE INTENDED FOR '- (2)-010 SMS PER CLIP FOR UNITS UP DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP;14GA(0.07*) Q a TO 35'TALI.(3)-010 SMS PER CLIP UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu-90 KSI STEEL N $ FOR UNITS UP TO 39•TALL(ONLY(2) (CUTDB)OR 0.080'5052-H32 g q SMS SHOWN BELOW) ALUMINUM(CUTDAB),MIAMI $ -- --. INTERNAL TO TECH KTT i RRCUTDSMK OR LLLJ L1 RRCUTDASMK i CONTROLBOX c OLIVER uEi PANEL, g E Q TVP. Q - - 0 8 0 135.25' � _ i 00 UNIT BASE QQ Q UNIT BASE CLI B I C 0 PAN QO PANT BASE Q PAN ANCHOR PER 00 Q QQ . SCHEDULE ---- J000 PSI MIN. CONCRETE BY -''----- - �� �--- OTHERS,TYP. t I•{1 O&© .•O. E � , , �.� CU q DIM.1 O ®&©ARE SIM •• • •/^•/\� � • • •• AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ • ��!_�X• • • • • .B' OPP.FACES BR TAKEN FRf)14"fHt'S SIDE UWLY w pATUIN FAGS WIT i'-• • • • C •• • • • • ••• • fE p 3 TIE-DOWN CLIPS • ® fill 1 N.T.S. ELEVATION 4 TIE-DOWN'CLPPtAY000T• • • •• 1 N.T.S. PLAN 0WY•0KEFRWtI•Nt7A00PL 15-2543GA ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: : �;�;; ,' q; ;•• ;•; DDft SUBSTRATE DESCRIPTION I DIM.1 4.50'MAX OFFSET FROM DATUM F • • R'I33,�RP1341!RP4438)RP1442P • • Nl4N as m• CONCRETE. (1)-1/4•0 ITW BUILDEX TAPCON ATT CARBON DTM.2 28.00'MIDI OFFSET FROM DATUM FAQ i•RPiM1f,RA53S RA490, 3 ••• 7 STEEL,13'i FULL EMBED TO CONCRETE,3"MIN. R01438,�TjjP18A2.}(D1442, (4'THICK MIN, DIM.3 29.00'MIN OFFSET FROM DATUM FACE RAAlA1T24,RAAlA2038, 3000 PSI MM.) EDGE DISTANCE,3'MIN.SPACING TO ANY ADJACENT ANCHOR. DTM.4 13.00'MAX OFFSET FROM DATUM FACE RAM11A2024 RPRRM724,RPA1P1738, RARiA1738,RpABM24 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANK BEFINAINIO,V.E. /VEA8549 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATLa ��1.000•Nor '* NO.*6 - 0.313• 0.7S(• ? •, STATE Z• �Nc1 v�� y 3s 1.21 '% �c• pR I 8 3515 S y4�, 's�••..... �_6 k IB-GA ASTM O O ALI I <6 v "� A653 PAINTED 0 L m w$ STEEL Z 9 xs` CABINETRY W w �N 'Al'.TO (C)RUT = O Ncc J �(A S(M.'IU�BUT wv Z n�OPP.fACF O 5 /-� ON OPP.FACE .p t1 - A C a 0.187 m e CONCRETE 0,306• O V CO TV, SUPPORTING SUPPORT NG STRUCTURE BY STRUCTURE BY U O O OTHERS,7YP. B OTHERS,TYP. CONTROL BOX M s MECHANICAL UNIT 2 MECHANICAL UNIT e J..'j N.T.S. FRONT ISOMETTUC1 N.T.S. BACK TSOMEIRIC rel. 0" U c�t TIE-DOWN CLIP n THESE ISOMETRICS ARE INTENDED FOR V) DIAGRAMMATTCAl wIRPOSES ONLY,ALTERNATE RHEEM41 UNIT'S LISTEL LREIN MAY VARY IN APPEARANCE MIAMI TECH CUP:14GA(0.071) N ASTM A6S3 FU-90 KSI STEEL (CUT778)OR 0.08V 5052-H32 q e -- SMS PER- DIACE E POST TLECHIKIT NUM(RRCUTDSMK RO W 3 ADJACENT TO i7S CLIP,TW. CONTROL BOX RRCUTDASMK = OLIVER $ PAO op � m Y--*32.25• ---- ''" I c 4 UNITNIT BASE UNIT BASE CLI 8 pOANCHOR PERQD pANAN PANiSCHEDULEII �3000 PSI MIN. '\l''• �._ OTHE0.5,TVP. (I-{l OO.�f^1 _ II 1711c O CLI ®&©ARE SIM DIM.1 ••• 1.1& ,WkINVOL. • • ••• g AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ _• WX• • • • • B QPP.FACES �TAWCETJFRAT4'Rf9�bEAT�ILY' 'T-tY-• ••• • t �. DATUM SCE • • • • • • • • � gB9 3 TIE-DOWN CLIPS •• ••• •• • • • •• 1 N.T.S. ELEVATION TIE-DOWN CLIP LAYOUT PLAN O1vrnNRwA•cLova 15-2543GA � • I ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: " ! "low" SUBSTRATE DESCRJIMON UM i �i AI44 • • ••• 0 o oeu /b 38'TALL U?M ' _ DIM.1 4.50"MAX OFFSET FROM DATFA(a ••RAT448�Uw. • • • • a/.Te'K98.T6• CONCRETE: (1)-114.0 1TW BUILDEX TAPCON ATT CARBON DIM.2 30.00•KIN OFFSET FROM DATUM PALO • RA1830,IlA I TBA.• 000 • (4•THICK MIN, STEEL, D FULL EMBEDCONCRETE,3•MIN. DIM.3 31.00•MIN OFFSET FROM DATUM FACE FWA1P2038, �'— � mA 3000 PSI MIN.) EDGE DISTANCE,3•MIN.IN.SPACING TO ANY ADJACENT ANCHOR. DIM.4 13.00'MAX OFFSET FROM DATUM FACE • • • • • • • • • • ••• • • • ••• • • PRANK BENNAADO,P.E. IN RHEEM SALES COMPANY, INC. �„,,,,,, ,1 M46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEELIALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICA�3��`O , Nfi W1�;� 1 4 0O u� 4--11.000' =*�• 46 0.313' 0.750' Z�'. STATE 0 z•,: o �ZORID OAL11I( -�\ 18-GA ASTM O Q U {Xy n A653 PAINTED STEEL rn in wZ V O m 6 Z C4 .C4 CABINETRY O O W Z U1wSS J � O yy Y O N°6 srm.ro V 1%1 SIM.l'O(nj DUT 0 a OPP.FncF oma.Enc( A c V Z 0.187' '•" ' CONCRETE O SUPPPOOR ING SUPPORTINGSTRUCTUYO d STRUCTURE BY R RY0.306' 0 O OTHERS,TYP. OTHERS,TP CONTROL BOX b TYP. U ` 1 MECHANICAL UNIT �� MECHANICAL UNIT � lEy3 — 1 N.T.S. FROtdT ISOMETRIC 1 N.T.S. BACK IsoME7RIG T11.00'TIE-DOWN CLIP . N i THESE ISOMETRICS ARE INTENDED FOR q g DIAGRAMMATIGAL PURPOSES ONLY;ALTERNATE RHEEM a UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07)ASTM A653 1W O Fu-90 KSI STEEL(CUTD10)OR 0.080' r7�15 ]NTERNAL POST 5052-H32 ALUMINUM(CUTDAID),MIAMI SMS PER ADJACENT TO TECH KIT IF RRCUTDLK OR RRCUTDALK .3 CLIP,TYP. CONTROL BOK ti OUVER Z°Z TYP. � � cu B f — &37.a5• P@s ANCHOR PER — Iff PAN UNITBASE �0 PANIT N BASE DD PANITN BASE SCHEDULE. - CONCRETE By OTHERS,TYP. (�}1{, O&© O CLI •• •�•��C t • • •• / ®&(g)ARE SIM CLIP OFFSET DIMENSION SHALL _ _ • _ • • • • ry AND OCCUR ON 6E TA t FAOR`F g!fff)V ONLY DATIIM�ACE •_4 • 000 • L, DPP.FACES a TIE-DOWN CLIP•LAY61JT•• • • ••• �(g 3 TIE-DOWN CLIPS oDPYAexFMLB�OP.L 1 N.T.S. ELEVATION 1 N.T.S. PIAN 15-2543GA ANCHOR SCHEDULE: • ••• ••• • • • °"d. "•T SUBSTRATE olNP�RiPnoN — TIE-DOWN CLIP OFFSETS: ; :APPLICAe rab0 yy0�� • � �+� _ •RAte�21L ,618. +atm-VIA% DTH.1 4,50•MAX OFFSET FROM DATUM IFACE • • • POARL CRETE: (1)•U4.0CARBONSTEELSIMPSONSTRMeXT2,1V4•MMEMBEOro •RP1d80.Ifp16�8.Rp14�8,RP1680. • • • �' -� (4•THtCK MIN, coNtRFTE,3•MNL enGE OtBTANCE,r MIN.SPACING TO ANY A01ACUEONT cxoR. DIM.2 30.00'MIN OFFSET FROM DATUM • •ROI460.RAlUA,74B0tAfUAIT8%•• • AM 3000 PST MTN.) (1)-1/4.0 CARBON STEEL POWERS WEM BOLT+,2p EMBED TO COMORM r DIM.3 31.00'MIN OFFSET FROM DATUM RARJA2048.RMAJA20B0,RPAJP,74B, ltd � -. Mtx,EDGE DISTANCE,3•MIN.SPACING TO AIFY aOVlcdrr ANOIgI. RPNP,760,RPW M8,RPW2M. e SUPPORTING CONCRETE SUBSRIATE DEPTH SHALL BE A MINIMUPI LSN.G CMOR EMBED. DIM.4 13.00'MAX OFFSET FROM DATUM FITHFR ANCHOR FROM THIS SCHEOULF MAY BE USID FOR INSTALLATION. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANK MEN MARGO,P.F. RHEEM SALES COMPANY INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CUPS: ROOF MOUNTED APPLICATI PNV , s F)IPLODEDYFW ------- APPROVED DESIGN CRITERIA:*: 65 �vHITmaD.TP LENGTH1g.76• I -� z21 1'•. STAT .r Z� < APPROVED DESIGN ='a 200 PSF ....... ,. UNITHEEBIT CRITERIA: WIND L�1' Nay 0 � ` emc EDETAIL w'VAX BEEDETAL41 HOLLEE 100 P F UPLIFT (F1¢ <1LL Z 7 WIND LOAD vvZ Z DO (CONCURRENT) W 3 C A (2}21I`AlI'+IJ04MM1- 0O owe W(MARILONO(LLN) B O O Q g ALIARNOM AN(REBMLTH p LENOTM CENTERED 4 rEN4�TolewaTo i MOUNT ISOMETRIC VIEW DESIGN NOTES: ? BUPPORTPOFRMAE N.T.S. 4, FRONT LAO/BAd1130 ATTACIIANOlEB TOfRAtAE TNM(V4I'•TNRUBOLTB I 0o SNE-SPECIFIC PRESSURE RE WI PMENTS AS HEWDING COD ACODRSMALL ANCE ELESS TH Z NRTXY/A9ILERLNUT ATTHE MBPI-�MMQ IQOP' ASCE 1.10 AND CHAPTER 16 OPTIVE FLORIDAFLINROA BUI DING CODE SHALL BE LESS THAN INFERFAC!BflYMEEN ANGLE I 00J1T O RlfE1fENCE OR EQIALTO THE DEMON PRESSURE CAPACITY VALUES LISTED HEREIN FLRL ANY S \ It01.T WILL R19E0) ATTACMANWAS TO HOLE A REGISTERED DESIGN PROFESSIONAL ON A IWSAWFRAMEIMALOFM CLEARANCE ASSEMBLY AS SHOWN.DES PRESSURE PFSF°I C BASIS IN ACSHALL RV CORDANCE INED� Z Q� PRAMR MOLIM� I 0.1 VON THE GOVERNING CODE. THRIIBOLTS,TYP. 74—- 40TMADDLONO d n F � . __2M= 03 GENERAL NOTES: o s$�9 1 MOUNT EXPLODED VIEW E OTlE „T aENTeaIOevMTEa 1' mGSYSTEM HAS TiTE IREINMEESNTs of Tfi FLORIDAAISHALL BUILDINGCODEACCORDANCE TTIC EDITION `E § 1 N.T.S. FRONT ISOMETRtt `l�L (1014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VEOLTTY A TLE8E"ll'I 11 ARE INTENDED FOR 3 SUPPORT ANGLE 3wr HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO It IMPACT �l r DIAMNAWTICAL PURPOSES OILY.ALTMMU RNEEM _� RESISTANCE OF THE MECHANICAL UNIT CABINETRY. Q UNITS LI9TEO HP.RP,N MAYVARY IN APPPARANCP 1 N.T.S. ELEVATION 1. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGNorTHIS SYSTEM. (n 7 P08fBY �+�� 3. DESIGN O.CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROWN z '- CONIRDL jH0°M°PE" TIE-DOWN CLIP "�£ i BOX - --- CLIP,TYP. TEST DIMENSIONS AND THE MI AMERICAN TETT IAB O MINIMUM) I )OAIOA. W 4. ALLDIMENSIONSAND TMEMINIMUM TO TIO S MBHMUM)C W MECHANICAL UNIT SIDLLL CONFIRM TO IiMITATIONS STATED IIEREN.ALL t D A MECHANICAL SPECIFICATIONS(CLEAR SPIKE,TONNAGE,ETC.)SHALL Q AS PER 77 y1 C B MWIITRCN CLP T40A MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSTSRIY OF FF....O (80MASTMA65BF-110 THE CONTRACTOR. 0I LL ' R810TQL(CUT m Z 5. ALL BMW METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS �F1,^FI THRU BOLT — I1 � MW4 TFCMIOT4 SHALL BE 010(14 MAIN THREADS PER I"GRADE 5 STEEL OR EQUIVALENT eRTTi WTI NEITHER A1 CORNEA If 1 CRRCIITOAR ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BY + NUr FASTFNPm vOST TI 1 Poor POET OTHERS)SHALL BE ASTM FS93 410 STAINLESS STEEL OA EQUIVALENT AND S 3 CUP870 SHALL ITrluze SAE ORAIR±WASHERS 0 NUTS.PRDYIDE m PITCHES MTMMNn ALUMP"M BUPF�ORT FRAME By PAST THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SMALL ANGLE.TMP. olll,RMNOE 9MONM 2fiTIK•RJOpNiO•'MPfMAUULWO (LLIOALUL•LVMANGLE CENTERED HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL Fp1 pART•TYP. ABOUTBUPPORFFPAW,TYP. FASTENER CONNECTIONS TO ALUMINUM SWILL PROVIDE 2ADIAMEI ER EDGE 4 TIE-DOW N_.CLIP ATTACHMENTS S. DISTANCE. ANDRES SPECIFIED HEREIN SMALL BE 6061-TB ALUMINUM ONLY. 3 \,.V N.T.S. ELEVATIONS N. CONNECTIONS TO THE MEMBER THAT 6°61-TS MMIIN ALUMINUM WORTING FRAME ITHBY AMMINIMUM OLDS°'THICK gill. . , . (g 2t71A B•x EO•(P-4M(MA7f)LONG MEMBER TO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE d FLANGE AT ATTACHMENT POINT.PPRFOAMANCE OF THE NUL AS A STRUCTURAL K (LRM KIIWNUM ANGLE CENTERED ���A� p ABOUT Bl1PPORT FRAME,TW. _A.^ T�E-DOWN CLIP OFFSETS: APPA ICAB E urVLC1 R: 8. THE CFIONTTION. IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM -r - DIM.1 4.50'MAX OFFSET FRONT DATUM TIKE R�f$18 1324,j(A1}30. • • • •0g5IMIfAR MATERIALS TO PREVENT ELECTROLYSIS. y 1338. 2, 1 1B,• • • • ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED R INSTALLED BYCLFPN 7S -- DIM.2 24.50'MIN MFSET iROM°ATOM FAQ GRA K `B . -TT'© DIN.3 1252P MLN OFFSET FROM DATLRL MQ •RA1424,RA1f30.R61O/8.• • • • OTHERS, g DIM. OFFSET FRGN DATUM TACE FV14i8,PAW24.ftPIdW.• • ••• is.THE ADEQUACY of ANY EXISTING sTRULTURE TO WITHSrAND SUPERIMMM FRAME -- F 618,Rb*N 8,RPW4.• • • • •.DADS SHALT.BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT N>: N III OTHERS).TTP. 6ft424••• •• • • • • INCLUDED IN THIS CERTIFICATION.BXCEPrAS EXPRESSLY PROVIDED HEREIN, Pq� LBI NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11.THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT OR017DE 1 aI O o e INFORMATION FOR A SPECIFIC SDE.FOR SITE CONDITIONS DIFFERENT FROM tXPIMONTNtlUIItFJ'. +- -- DIM.1 £ THE CONDITIONS DETAILED HEREN,A LICENSED ENGINEER OR REGTSTERED 15-2564RE O — WASHERS R Nln WITH • ••• ••i • • A IT1?CT LMITM 1FIIS oOLlIM1ENT. C DOCUMENTS FOR lSE IN 4 CLIP OFFSET DIMENSION SHAI I. �• OE EO • • �� 12wm-bifilw .•IMOUT[GHTNESOP TNTEI C ��SH111CONTRACTOR LL N.T. NI B 8E MEN' THIS�IOFCRLti N F� •' • • '• •ENSM THAT ANy REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 31'TALL UNIT 5 TIE—DOWN CLIP LAYOUT ' " •RTS80RE0 AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 20x6■ _ ••• • •• WRIML THIS ENGINEER SMALL.NOT BE RESPONSIBLE FOR ANY WATERPROOFING P•T OR LEAKABE ISSUES WHICH MAY OCCUR AS WATERTIGHTNESS SMALL BE THE N.T.S. PLAN MAL RESPONSIBILITY OF THE INSTALLING CONTRACFM 1 NOTE:INATTDALL'=rlNreRED ABOlICT1E 20'RAa"o RAIL Sl1PPORTINO FRAME RBY OTI@A8) • • • • • • • • • • • • •• •• • • • •• •• ••• • • one 0 • FRAM(BENNAROO.P.E. RHEEM SALES COMPANY, INC. pt&'w BOE485G9 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATId ��EKPLOtt EOMM =* /11 ,�OOIR33.7 _ S STATEOF km 8 A LEN �t7NR Memrr 0.918 V Bl d 9S•MAX ROLE ` BEE DETAA GA lOETAR OI O z DZj b O w 3 _•_-. D A o o Ul J palm M b W f /71N11X)L•Wa16 IN l- 0 BE!ORTASLA B 0.1870 ~ Q '"1AMf°i"""TM 2 MOUNT ISOMETRIC VIEW U LENGTH«NTaLED .t. .PP�RNNO FRIWE� 1 N.T.S. C FRONT ISO/SA so O Z ATTACHANOLESTOFRAMO aDA54:m' ) 00s+Y8 O 11.00' } .'.�� SMTH"VAV TMRIBQTS I CLEARANCE O REFERENCE NTTMFYA•IERa NUTATTw ATTACNAN(REBT0 HOMOR BLOT O Q .'•1 IIRERFACEBE74ElNANOLE Xyi. X _ •=p. ti ANDFRAMEROTALOF14) FRTHRUSOLTS.TY. I AOIMA10LON0(4 O FZ ROtTSWILREUSHM) TWIUBOLT8.T7P. M� O O O 6 F SUPPORT FM1ff.TVP. V 1... i SUPP REFRAME( � 090Rt 8�W YI CENrE0.TOCFNTER A SUPPORT FRMS }Y IB70TIEg8L TT. 3 SUPPORT ANGLE � En l/ 1 MOUNT EXPLODED VIEW `ro 9PB� 1 N.T.S POST FRONT ISOMETRIC Z M.7.3. ELEVATION � 90 u Z LLJ THESE 1gOMETRK:8 ARE C�1 RRDX 1"OSMSPER W tppp a ? IMENOEO FOR - CUP.T7P. 00 N K dAGRAMMATA:AI PlRWO8E5 OMLY;ALTERNATE RHElM UMRB A INTER NEREOVMM VARYN O -- - C R - O E P APPEARANCE _ �� s T TASHERA COMER� '1! C°OBT TIE-DOWN CLIP INTHVW8MFR 6'- - - -- — NlRFABTO cuvero �r' B��MA1p MVMTEOHwvT10A !� A�MRlUM x ?It1 x 11NGLE OENiEPHI (O.D!•IASTMASS1FU80KB1 FORttARlTV TTP. SUPPORT FRAME.rYP. TTER1(TERRCUID70( �r8 (_4-'\TIE-DOWN CLIP ATTACHMENTS ELEVATIONS ggge RLMALUMRRIM ANGLE CENTERED AROUTSLNPORr FRAME,TTP. �� TIE-DOWN CLIP OFFSETS: �•• 1812-Mg-MR ••• r .___.._-_. __.____— DIM.1 4.50'ILM OFFSET FROM DATNL FACE 369RAPA29RA • • 0 F' c" n t C GIN.x 29.00•NTN OFFSET FROM OAMI EASE • y1L RP 8� •• • DIM.] 29AV NIR OFFSET FROM OATIDI TAS! •• • 48, S30i • • g. FRAME(Br DIN.a 15.00'MAX OFFSET FROM DATUM FACE RD1430 RP1638,RD1438• • •• t , � a vii W ro n oQ OTHERS).TTP- RP154Z RD144Z,RAAIA1724, 8 ®® e Y ->-- RAFLAIN 8.RAALINM4 COPIR•TIRMMLLEeOomOFE o o v RPftIP/721,RPNPi738, 15-2564RE S -�---- DIM.1 `O --- SR'D THRu eOL7 trm1 RANAItPN4 • • • • p � w .rs. € WASHERS R NOT • • • • • • • • p� ((, MOB DEecRrvrlo� CUP OFFSET DIMENSION SHAl1- - �. FASTEMNO MOLE TO • • • • • • • •• • • 9S TALL UMT BE TAKEN FAOM TMI531OE bNL1 DATUM FACE K SUPPORTING TRAMS. • •• • • • • • • • 38.70'T �S TIE-DOWN CLIP LAYOUT RorE:1R0TBHALLBECBRERED ••• • • • ••• • oT ABOUT Tll ar RAE.TD aAd 1 N.T.S. PLAN &�PORTINO FRAME MY OTI@RB) ••• • • • • ••• • • 1 00 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • FRANK EENNA00,E.E. RHEEM SALES COMPANY INC °�S" WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICA a01S�� *; 49 --= UNIT UNIT cXPLOOFOMEw � IENDTNaa.7r 'b0° Z STATE OF * b N OAID�TMEREtRITEMMFOR ARF ,7W ��,,C�1 •,, MY f ONLD T ALTERNATE M RNT UNDo I ,. ,lot %%% L187ED HERE RANCE RT UI v4 >S y■_7 APPEPIMAY OA,a U E s UMRIIEJIVIEW "DIE Q (7 BV VA =m W d ADD HOX EE OET4L. EE OETAA tlI Z;y\ 3TARA SSIFFI BCRFLI9 O O W TO CONTROL Box COVER BA1Fa 0 LYwT.{ [W, .,-TAIL MOIRB ONL Ca J C 0 /21 MOUNT ISOM IPNOTNCFNIfRM^� 1 ILT.S. FRONT ISO I SAM ISO V - ��f PERPENDICULARTO 4 O owPORTMOFRIIME 1 • � ATTACN"TwTOFRAL� 37IM00 r0'OAA%1 G a' VAIN hP13re THAI.OUTo 0031oD O 1107 '" p i VA,FIMA E%SNUTATTME ATTACNANOfa TOPRAAYVRR, I CLXaAMNCE IROA O REFERENCE � O OfiERFACEEE7MEENANGLE (tH(4TNRUo0l10.Ed atOY4'N30'pt30• 0107 O d N S AND FRAME(TOTAL OF(4) ODI 9RlsTEEFON n NL1LT9 vvLlAClwEm ADO/IIONALN/UNfORColO PLATE I WEEN AI" i UooO ATTM LOCARON,TVP. CE/REPEDASOUT K %MPORT FRAMF(BY ffi 7 KWPORTFRNE,TVP. O Q (WOTHTFRAME OTI•Re).TTP 6 CH71E�R�CENIER osoer LA 8.. z > MOUNT EXPLODED VIEW 1 JL 3 SUPPORT ANGLE FRONT ISOMETRIC 1 N.TS. ELEVATION Odor p t CON7RW NM Lu _ II 06 FR O W Q A0% CLIP,7YP. A 0 0 In E c� E _ U C E - p .CORNER - coram - ygTHRUMT •-= PDar _ _ Pon NUT FASTER 1 NUT TENMO ;, - , TIE-DOWN CLIP CLU•ETO i ALIAANUM �BUPPOD FRA1E IRT �.a�as8•x>s ,e7PNMI OFq MWNTEOICLW.i=A b ANGLE.TYP (O'NENo1NOT0N01W ALIRMdDI ANOIB CEMEREDADOUI MOSIAOTMAaS P-0104 _• NOR CLAAT,T,TYP 9UEPQRTFRAME,TTP. oYMMUTDN1WIMi , E /a1 TIE-DOWN CLIP ATTACHMENTS "°''""C""X , , , 1 N.T.S. ELEVATIO �y8 313'111AYt 30•(MIN)-f0"(MAIO LONG NS YYYY ALUMINUM ANGLE CENTERED AROLR SUPPORT FRAME.TTP. ,+'-- "- TIE-DOWN CLIP OFFSETS: •. .•. • . . • • •• �. _.._._.__. •-_________ DIM.1 =!IAX OFFSET FROM DAIUM FACE 3".3'/16•• • • • • • • • • 0 _ DFM.2 30.00'NIN OFFSET FROM DATUM FACE • •• • • • • • g F- -- 406.216' -1-xrxw • • • • • ••• • 'IT Q`- fl l e .IIP© DIM,3 3L.00'MIN OFfSET FROM DAIUM FINx • • • • • • • • Q F- P�M DIM.4 13A0•MAX OFFSET PROM DATUM TACE • •• • • • •• N N M li� OTNERS),TTP. APPLICABLE MODELS: REINFmICEFRNr at A RRAA1�,RA1A1450RAIM, RPLATE AM THE UN DEDF • • 15-2564RE DIM.I O " 3"TFRU=ITwrm RAIGNA,RPA1P203E, 6 �' • • • • AOlIlllSCRUI F A TER R NUTRA1842A,RAN",WON, • • • • Ptolid/ r•Ane D•NOIL3PROR� �inXEN rROF+iNB's'siD€�NLr Eox FSUPfORTING Fwlnero RP1380,RP1480,RP1M8, (BY OTwRS),TTP• • • • • • •• • • GF11 yF Sr TALL LNR C DATUM FACE RD1448,RP1880,RD1480, • •• • • • • • • • 7E• PAW g �51TIE-DOWN CLIP LAYOUT P"17+s•RAAJAIM, 6 RL2NFORCIN6 PLATE ••• • RAIUA2M8,P WA2080. 6'=P-0' SECTION --- 1 N.T.S. NOTE:UNIT OWL BECENMRED PLAN RPAIP1746,RPA1P1780, �• ABOUTME 30'RML TO RANI RPAR12048,RPA1P2080, 1 S,NPORT/�Ni FRAAE MY OTHERS) ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI- MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amldade.1oyLeconomy Rheem Sales Company,Inc. 5600 Old Greenwood Rd. Fort Smith,AR 72917 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) rparae the right to have this product or material tested for quality assurance purposes. If this:)roddrt or m4 till fails•ty•;• perform in the accepted manner, the manufacturer will incur the expense of sucH lesttng and•tWJkHJ may •. immediately revoke, modify, or suspend the use of such product or material wi€li014 eir jurisdiction. R82t•••• reserves the right to revoke this acceptance, if it is determined by Miami-DadF.Qounty Pr�u�ct Cont0l+••: Section that this product or material fails to meet the requirements of the applicable bp^g c5do..• see** This product is approved as described herein,and has been designed to comply widudwX1orid,%Bu9ding ..;..• Code, including the High Velocity Hurricane Zone. •• •• •• •••••• DESCRIPTION:Mechanical Unit Steel and Aluminum Tie-Down Clips forVVAUdand Rooftop •0 • Applications :000:0 00 APPROVAL DOCUMENT:Drawing No. 15-2543GA,titled"Wind Load Certifiadt do of Mechanical Lifff••; Cabinetry and Steel/Aluminum Tie-Down Clips:At Grade and Roof Mounted Applications",sheet@ A through 7 of 7,dated 05/14/1015,revised on 11/20/2015,prepared by Engineering Express,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NCPA number preceded by the words Miami-Dude County, Florida, and followed by the expiration date may be displayed in advertising literature. If aeiy portion of thL NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 15-0903.08 M t n'�► Expiration Date:February 25,2021 • Approval Date:February 25,2016 OSI y po Page 1 RLeem Sales Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA,titled"Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie-Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7,dated 05/14/2015,revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94'Mg with marked-up drawings and installation diagram of Rheem RAk jiieg MecAAjjgl Units,*::* prepared by American Test Lab of South Florida, Test Repw.]�" 0323Ar Z, datcd..;. 05/18/2015,signed and sealed by Stephen W. Warter,P.E. ••s e•• sees.. sees sees . . sees sees eee.. sees.. .. ..:..' C. CALCULATIONS sees • . .. sees.. 1. Anchorage calculations prepared by Engineering Express,dated J,1420/2015,v signed and sealed by Frank L. Bennardo,P.E. • sees.. G see: . G ..Goss GG G eee G D. QUALITY ASSURANCE e 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance to the 5"edition(2014)FBC issued by Engineering Express, dated 08/24/2015,signed and sealed by Frank L. Bernardo,P.E. 2. Statement letter of no financial interest issued by Engineering Express,dated 11/20/2015,signed and sealed by Frank L. Bennardo,P.E. 3. Distributor agreement dated 1 l/12/2015. � jg�2o►6 C rlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0903.08 Expiration Date:February 25,2021 Approval Date:February 25,2016 E-1 FRANK BERRARDO,P.E. RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ; 4 0.313-�I�-o75D- APPROVED DESIGN 60 PSF LATERAD v+10`""� aN? „� olh 1.25c- CRITERIA, WIND LOAD ONS7 5 N,ex Is,�s4riy_ OpSt MFx Ifh OD DESIGN NOTES: Q 18-G ASTM PAINED O O SRE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCEA693 N Q W s WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL W STEEL j33 CABINETRY BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES 3 g O LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.DESIGN PRESSURE y _ IT?I TO(C)Wl X• SIM.TO IA)HU r !., REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN oml t M 014 OPP.FArr r7 4S •• z ON ONS.FACT PROFESSIONAL ON A MS-SPECIFIC BASIS IN ACCORDANCE WITH THE A C 0.187- m GOVERNING CODE a: O GENERAL NOTES: 0.30TYP.- i. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REqUIREMEWS OF THE FLORIDA BUILDING CODECONCR SUPPORTING SUPPORTING E CON FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE �z STRUCTURE BY STRUCTURE BY O THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO Y• b e OTHERS,TYP. B OTHERS,TYP. CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. Z CONTROL BOX 2 6 . NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE I 1 MECHANICAL UNIT 2 MECHANICAL UNIT ,--T1•�o• 3. DESIGN®CERTIFICATION OF THE UNIT CASINETRY IS APPROVED THROUGH `d TEST REPORTN10323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 0 Q F 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF V z MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL THESE TF!lvt IRICS ARE INTENDED FOR MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE 11JJ g '� DIAGRAMMA7/CJ1L n1RPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CUP:14GA(0.077 AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE E7(MLE55 m "PpQT UNITS LISTED HEP,EIN MAY VARY IN APPEARANCE � � ASTM ASS3 W-90 KSI STEEL RESPONSIBILITY OF THE CONTRACTOR. a 784 Ti DYC (CUTD8)OR 0.080.5052-H32 S. TAPCONS REFERRED TO HEREIN SHALL BE TTW BUILDEX BRAND,SAE GRADE2-010 — ALUMINUM(CUTDAB),MIAMI 5,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR >: SMS PER INTERNAL POST TECH KIT•RRCUTOSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN W o O CLIP,TYP. ADJACENT TO 811.11/ RRCUTDASMK CUPS TO MECHANICAL UNITS SHALL BE 410(14 MIN THREADS PER INCH) W - CONTROL BOX GRADE 5 ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE _ OUVER <aF FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE PANEL �P= CORROSION PROTECTION TO PREVENT ELECTROLYSIS. F6, NP. """"'-'" -•�,` 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. - y OO OO AS A MINIMUM,ALL CONCRETE SHALL BE STRL/CRIRAL CONCRETE 4-MIN. - O § 0 0 - Q }31.25rt,,/1 THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL, -- O- O O R[LASE CLI B P@ UNLESS NOTED OTHERWISE. Q UNIT BASE O UNIT 845E 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM 0 PAN O PAN O PAN DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. = ANCHOR PER O Q O r O O J 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED R INSTALLED BY b a SCHEDULE - -- _ OTHERS. CC tl[ 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND 8 e n PQ SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSRE DESIGN 55 3000 151 MIN a : PROFESSIONAL AND i5 NOT INCLUDED IN THUS CERTIFICATION-EXCEPTAS _ CONCRETE BY ! O e EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR {� OTHERS,NO f B� O&© • AFFIRMATIONS O a,,,n_ DIM.1 10.THE SYSTEM DETAILED HEREIN IS GENERIC AMD DOES NOT PROVIDE i ®8 ARE SIM v •• • • • COWTROL• • • INFORMATION FOR A SPECIFIC SITE, FOR SITE COND3111ONS DIFFERENT AND OCCUR ON CLIP OFFSET DIMENSION SHALL _• B•• X • • • • FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR BB OPP.FAGS BE TAKEN P�C)(('�HI$STt)�!)TJLY� .y �•-'t"•-• • • REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC[KKUMLTNfS FOR r� T DAVM FAM• • • • • ••• • RISE IN CONJUNCRON WITH THIS DOCUMENT. y 3 TIE—DOWN CLIPS • • • • • • • • 11.WATER TIGHTNESS OF EXISTING MOST SUBSTRATE SHALL BE THE FULL ILITY9 NS 4 TIE-DOVIMV CL'P LAYOU'T • • •• REw OURETffiNAT ANY°n ovlEo"�OR WATCIER°RPROOFLTOR MEMBRANE SMALL N.T.S. ELEVATION S 1 1 N•T••S PLAN RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTUREPROPOSED HEREIN.THIS OOP1100101RNKL O►E WATERPROOFING OR LEAKAGEENGINEER NRESPONSIBLE FOR ANY ISSUES WHICH MAY OCCUR AS WATERPROOFING 15-2543GA • ••• 000 • • • WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS 0 A9p1Sr�4E10W.•• • INSTALLING CONTRACTOR. 3r LLLNTI—WMR • arTAtluar SUBSTRATE DE8CR3PTION DIM.1 4.50'MAX OFFSET FROM DATUMfkE • • SAMB,FOWM,RA733Q•• • 2lL .SwFOOT •• RA73M,RRI382,RA1418, • 4 • CONCRETE: (1)-1/4.0 ITW BUILOEX TAPCON ATT CARBON DIM.2 24.50-MIN OFFSET FROM DATUI•IME • RIM1424,RA1430,RAIMP• • 1 7 (4-THICK MIN, STEEL,1):-FULL EMBED TO CONCRETE,3•MIN. NP1418,RP1424,FP1430. EDGE DISTANCE,3'MIN.SPACLNG 70 ANY DIM,3 25.25'MIN OFFSET FROM DATUM FACE f� 3000 PSI MIN.) RP1518,R0141Q RP1624, '1L JI ADJACENT AN OR. DIM.4 13-MAX OFFSET FROM DATUM FACE RD1424 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 a PN6uM4 BENNIIRDO,' F.E. RHEEM SALES COMPANY, INC. Iltttti► WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAT 4—+1.000' f 0.46 1. 0.313• 0.750' Z9, SATEjj� '1D�}� uy�r }� uN? l.z� O�Fd' c�ORID 5` 33's'M�nr °NR►�t a3>s �>H O �'''•S�ONAL H.'rrrrrlNnNR 1 >. �I ` rr 1h1 a� � p 18-GA ASTM u m b g F. A653PAINTED STEEL OO L) 3W¢ = STEEL CABINETRY d N J t +.+.TOtc'+uo+ FF b SIM.TO(to BUT O 0 w i z J OPP.(ACF O OPP.FACE 3 t A ] C 0.187* ad a J 0.3w-fnLJ CONCRETE CON ' TYP. 0 y SUPPORTING SUPPORTING O y g STRUCTURE BY SRE TRUCTUBY OTHERS,TYP. B OTHERS,TYP. CONTROL BOX D MECHANICAL UNIT 2 MECHANICAL UNIT r-X1.000' o 9- 1 N.T.S. FRONT t50METRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP u § 3 THESE ISOMETRICS ARE INTENDED FOR E aq� (2)-310 SMS PER CLIP FOR UNIT'S UP DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEFJ4 MIAMI TECH CLIP:14GA(0.07) Q 1;" TO 35'TALL.(3)-310 SMS PER CLIP UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 FU-90 KSI STEEL FOR UNITS UP TO 39'TALL(ONLY(2) In(CUTDB)OR 0.080'5052-H32 p 1 SMS SHOWN BELOW) ALUMINUM(CUTOAS),MIAMINTERNAL POST $ q ADJACENT TO TECH KR CUTD CUSNBC OR t ASMX CONTROLSOX S r& OUVER n PANEL, 00 lOuPl' Q }�---t35.2s IR© A UNIT Q UNIT BASE CLi B 1 3' ANCHOR PER N BASE OQTPANlBASE QQ PAN I 9H SCHEDULE -- Q - �g y 6p1e9!!( 3000 PSI MIN.- ' '' � ~, UP@) 6 F 2 � CONCRETE OY - '`- --- fgQ gg OTHERS.TYP. B 7 O p DIM.1 3 �Sk ANDOCCURON •• •• _•ARE SIM CB" O• • •• DPP.FACES CLIP OFFSET DIMENSION SHALL •-+_r y • • TAfCEN FRf)�(`fHI-PS S[f)E ONL1T Y •pATUM F •• • • • • • �y 3 TIE—DOWN CLIPS •• ••• aFQ 1 N.T.S. ELEVATION 4 TIE-DOWN WPOLVDI7% • ••• 1 N.T.S. PLAN OtA'•.NFRWILtaA4>DOVL 15-2543GA APPN.T I ANCHOR SCHEDULE: TIE—DOWN CLIP OFFSET:• � 'q'11'�� . . ;�TAIL SUBSTRATE DESCRIPTION DIM.1 4.50'MAX OFFSET FROM DATUMOCE • 338. 8, 4 1 • a9 � ' . CONCRETE: (1)-1/4'0 ITW BUILDEX TAPCON ATT CARBO DIM.2 28.00'MIN OFFSET FROM DA F •• 4/8' 030' • (4-THICK MIN, STEEL,1%'FULL EMBED TO CONCRETE,3'MIN. • Rt11438,RPj542,RD74�• • 3000 PSI MIN.) EDGE DISTANCE,3'MIN.SPACING TO ANY DIM.3 29.00'MIN OFFSET FROM DATUM FACE RAAJA1724,RARM2038, ADJACENT ANCHOR. DIM,4 13.00'MAX OFFSET FROM DATUM FACE RMM24 RPAJP1724,RPA1P1736. RAIUA1738,RPA1P2024 • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • flNNK UNNANDO,P.E. RHEEM SALES COMPANY, INC. S 0PEa6549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAT1 Low � ' CE No.46 ——1 s.°�• y� 0.313•jol STAT °•'s 9. E FQ A ONiS M�'7\ 3S s�FN'�t, uNv. M 3s,7y�Fp�y 1.z o.2so• ',.,'0'a�;Ss�R I 8 8 _{g5 M4x O Or��rrrrINHIH 1 <� �s 18-GA ASTM z Ago zOW W + � A853 PAINTED i4 STEEL _ CABINETRY O O tm = SII.I.TU(fI RUT = (O (� SFM6`1 'IU Q�BUT C W.. z n (IN OPP FACE i•+ ON OPP.FACE o w O C a 2 lJ 0.1BT m V a 0.306' z CONCRETE CONCRE TYR fn SUPPORTING _ SUPPORTING O } STRUCTURE BY B STTTM�RET D O Q 1{ OTHERS,riP. CONTROL BOX LL in 1 MECHANICAL UNIT z MECHANICAL UNIT o c N.T.S. FRONT ISOMETRIC N.T.S. BACK ISOMETRIC ` 1.000` V i 1 TIE-DO1WN CLIP 8€ THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY,ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CUP:14GA(0.07) ASTM A653 Fu-90 KSI STEEL (CUTDS)OR BMW 5052-H32 W ---- (2)•010 ALUMINUM(CUTDAB),MIAMI Li P SMS PER INTERNAL TO TECH KIT 0 RRCUTDS14K OR = CLIP,TYP. CONTROL BOX RRCUTDASMK s § OUVER r°a PANEL, QTYP. O �.'. �'•v� - 00 Ty -(37.25° I C Cu '� Qa UNIT RASE QQ NTT BASE QQ UNIT BASE B O PA ANCHOR PER QQ PAN PAN PAN QO SCHEDULE LIP(D)n D . egg 3000 PSI MIN. _- CONCRETE p' ']•�� O OTHERS,TW. (�1 OO 8L© D ttlS'l IM.1 ®&Q ARE SIM •• •• ,•�� NTRO� • •• e6 AND OCCUR ON CUP OFFSET DIMENSION S • d• _ • • g OPP.FACES §i:'TAKEN FRATI+'TF(13`b`(l5E b-F1L`' DATUM F 0 • • • • 3 TIE-DOWN CLIPS 4 TIE-DOWN 04F kAY"GOT: : •.• 1 N.T.S. EL"/ATION OOtI'IB9RFWMLMNK4WP.E 11_1 N.T.S. PLAN 15-2543GA I ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS V rIPPIlCIUAB)MODELS: �• • • • J6•TALL IAVITe SUBSTRATE DESCRIPTION DTM.1 4.50'MAX OFFSET FROM DA CE • I�• ••• • • I,BPy 90.76. CONCRETE: (1)-114'0 TTW BUILDEX TAPCDN ATT CARBON DIM.2 30.00'MIN OFFSET FROM DA*M FACE • I 1 (4•THICK MIN, STEEL,13'4'FULL EMBED TO CONCRETE,3•MIN. 3000 PSI MIN) EDGE DISTANCE,3-MIN.SPACING TO ANY DIM.3 31.00'MIN OFFSET FROM DATUM FACE '• 000 ••• OF a A03ACEW ANCHOR. DIM.4 13W MAX OFFSET FROM DATUM FACE • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • ,RAMI BENNAtNO,P.P. RHEEM SALES COMPANY, INC. PE06T4P WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICA ��,O _ 461 A- 14 I.Ow U3 T5 M J LyNS MAS' J [L91,_ 0.313° 0.750' :�'•. STATE a —Z o < M4x y s M � 1.2S0 01— 'v��ccS;s��URID Q' ��,P� o s O ' LmI wtzi (3 18-GA ASTM O Q > A653 PAINTED 6 Z STEEL CABIN 00 z 3 W UJf CABINETRY W .a 9 x, x. 0 in J INN 0 SIN.I'O�BL I SIM.T'0�+RUI 0 tl a ON OPP.FACE OPP.FACE O 0 C z 0.18r '~ J CONCRETE SUPPORTING 0 0. SUPPORTING o STRUCTURE BY B OTHEERR.9,Typ b 0.306' O o •�Q OTHERS.TYP. CONTROL BOX TYP. 1 MECHANICAL UNIT 2 MECHANICAL UNIT r-11.000° g 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP 1 THESE ISOMETRICS ARE INTENDED FOR £ DIAGRAMMATICAL PURPOSES ONLY,ALTERNATE RHEEM LU UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07)ASTM A653 Ill Fu-90 KSI STEEL(CIO)OR 0.080' (4)410 INTERNAL POST 5052-H32 ALUM"(CUTDAIO),MIAMI SMS PER - ADIACENT TO TECH KTT i RRCUTDLK OR RRCUTDALK z 0.1P,TYP. CONTROL BOX OUVER 3 3 Qm PARE CLI4—J.- v —&37.25' n U '„ ,n UNIT BASE _ 0 NIT BASE OQ NIT BASE p ANCHOR PER - PAN pqN PAN p SCHEDULE- alA Ba NF p o3000 PSI MIN.-- ♦ , O p - M■y CONCRETE BY e ; 0.I DIM.1 OTHERS.7YP. 10 O&© O0 so ��O�R� • •0 = ®&©ARE STM CLIP OFFSET DIMENSION SHALL BE TA�CIN FOFd T)ilSb€b�NL4 i.�. • • 88 F AND OCCUR ON OWTUM FACT • • • • ••• • 60GI a DPP.FACES a TIE-DO'VVN mp LAYOUT' ••• 3 TIE-DOWN CLIPS CtpBE•ITIWPSILRT0GIl10PL 1 N.T.S. ELS/ATION 1 N.T.S. PLAN _ 15-2543GA F ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSET: �� . . C � �°' °"I SUBSTRATE DESCRIPTION DIM.1 4.50'MAX OFFSET FROM DA'TIS4fACE • el RA1692A,WON,RA160,RP134 • Bi. CONCRETE: ALL UMM (1)•//4.0 CARBON STEN.SIMPSM STRONG BOLT 2,1 Y;MIN EMB®TO A480 U 1 8►ROOM RP46�P • coNCRFTE,3•NIlL eoGE DISTANCE,r MIN.SPACING To ANT ADJACENT ANCHOR. DIM.2 30.x'MIN OFFSET FROM DA F •• R11� �h48,R/VUA7180,• • �7 -� (4•THICK Mn+, • RB.R71NA2�0.RP)U*1748! �g 3000 PSI MIN.) (1)-114'0 CARBON STEEL POWERS WEDGE IOLT+,2)•EMBED TO CD K RETF,r DIM.3 31.00•MIN OFFSET FROM DATUM FACE d MIN.EDGE DISTANCE,r MIN.SPAaRG TO ART ADXMW ANOIOR. RPA1P1760,RPAIP2048,RPAIP206D, SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM I.SrANCN^°EMBED. DIM.4 13.00•MAX OFFSET FROM DATUM FACE FITMER ANCHOR FROM THIS SCMEDULF MAYBE USED FOR INSTAUATION. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "Na BERNARDO,P.F. RHEEM SALES COMPANY, INC. =`„I IIIHI 1PN15549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI '....''`c PXPLRJDeDVFYY __ APPROVED DESIGN CRITERIA*f 65 D�, Z - uNIT�\�t uN1T 1 Z WRDTH 40.78' LENGTFI 28.76' --HED - ST F Z APPROVED DESIGN 200 PSF F o ^_. CRITERIA: WIND L� NAL Zas� ��� C X. � EWYUNIT dilk TAa4L GNE 100 P F UPLIFT IL (�� a - WIND LOAD q�O (CONCURRENT) �m OO (A J i - (41.2Y,1K•a201N0+1. O Ow- 0 W 7F-riri %r/ On(WDO LONOOLM �! LENGTH ENTE EOMIM1I p OCENTERED T �O 2 MOUNT ISOMETRIC VIEW { ATTACH�roFR� 1 N.r.S. 4 ACK ISO O DESIGN NOTES: rJ SITE-SPECIFIC PRESSURE REQUIRF.MEHf3 AS DETERMINED IN ACCORDANCE Wi1N Z C INTIUMWTH(ACERa1M"ATTWe (MW1!�(LAmO Oo.B1r O `WENECE OR OEQUAL TOO THE DESIGN PROESSURETHE�DAm VALUES L1�STmD�D�a FORANYATHAN NYY ~ 2 P AND FRAME HTO ACE "ARW OFM) I CLEARANCE O ASSEMBLY AS SHOWN.DEIGN PRESSURE REQUIRPMEMS SHALL BE DETERMINED BY A) ATTACHANGCES TO HOLE OR BLOT \ BaT3WalOEl/BE0) FRANSWIMMEIPD „A WITHT7EG®ERNINGPROFESSIONALONA]OB-SPECtFiCBA5I51NACCORDANCE dZ RRR THRUBOLTB.IYP. 0., WITH THE GOVERNING cone. d N ALUMUIUMARGUE FL ,� _ W1ENIENEO Q(� GENERAL NOTES: o o SUPPORT FRAMEOTHERnTy 9UPPORTFRAME.TYP. 03w- TRYy(} CENTER SUPPORT FRAME MY LENTEN UU`"' 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE V g •u 1 MOUNT EXPLODED VIEW WITH THE�UIREMENTSOFTHE FLORIDA BUILDING COOEFIFTH EDmoN V) 1 N.TS. FROM TSDMETAIC O (2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY 11J THESE ISOMIIRE8 ARE INTENDED FOR 3 SUPPORT ANGLE soar HURRICANE ZONE.THIS°ES'Gr'IB NOT INTENDED T°CER7"YIMPACT J DUDRAMIAk=AL PURPOSED ONLY,ALTERNATERMMMRESTANCP OF THE MECHANICAL OMIT CABINETRY. Q V UNifa LISTED HF.RP.N PI MAYVARYAPPEARANCE 1 N.TS. ELEVATIONI 2. NO 33-1/316 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN (n -� IE- OF THIS SYSTEM. e� POST By 3. DESIGN 8,CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH Fj f 81„OBMa PER TIE-DOWN CLIP 71ST ReP0RTa0323.01-1S BY AMERICAN TEST IAD OF SOUTH rLORTA w � ry � so (RP.Tm 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LS MINIMUM)OF W g MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL D A MECHANICAL SPECIFIC T10N5(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER O B M>��� MANUFACTURERRECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF F g 1RBI STEEL IO1TD101 S. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS K�p r Y,•0 THRU BOLT - - - IH II MIAM TECKHT's SMALL BE OLD(14 MIN THREADS PER INCH)GRADE 5 STEEL OR EQUIVALENT a8� dWITHYNIAHFR a -- N CdOER RRCUFU]GH ONLY.BOLTS USED TO FASTPN ALUMINUM ANGLES TO SUPPORTING FRAME(BY NUT FASTFNIN6 DOST 1 P09T OTHERS)SMALL BE ASM F593 410 STAINLESS STEEL OR EQUIVALENT AND 8 CLIPSTO - \ SHALL UTIU2E SAE GRACE WASHERS B NMB.PROVIDE(5)PITCHES MINIMUM ALUMINUM BIPPDIRi FR4NE(BY `2yi'd�7LJ0'(16N).4P(W1L)Lglq PAST TME THREAD R/WE FOR SHEET METAL SCREWS.ALL FASTENERS SMALL F ANOlt,trP. OTlNaINOT SHOWN (LL!O ALIAWNUUAMGLE QNfEREo HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL FOI CALLER'T'P ABOMBUPPORTFPAAF.NP. FASTENER CONNECTIONS TO ALUMINUM SMALL PROVIDE I1MAMETER EDGE [ TIE-DOWN CLIP ATTACHMENTS B DALUM"ANGLES SPECIFIED HEREIN SHNI BE E0S1-T5 ALUMINUM ONLY. B 1N.TS. ELEVATIONS 7. CONNECTIONS TO THE SUPPORTING FRAME(BY OTHERS)CONSIDER A FRAME THICK 2Y, ,1r■=(MORN)•40•(MAX)LONG FLANGE AMEMBERT ATTACHMENT POINT.ALUMINUMAT IS 5061-T6 MIN tiFORMANCE OF THE RAIL AS A•STRUCMUL (LLM ALUMINUM ANGLE CENTERED MEMBER TO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE y9 ABOUT SUPPORT FRAME.TYP. TIE-DOWN CLIP OFFSETS: APERUCAMECERTIFICATION. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DM.1 4.S0•MAL OFFSET►ROI DATUM FACE RA1818,RA1324,RA1330, S. DISSIMILAR MATERIAt3 7a PRlVeNT PL¢CTROL.YSIS. y 1 jJ418,DM.2 24.50•MIN OFFSET FROM DATUM RICE •• `' 14 D, • • •• 9. ELELTRSCAL GROUND,WHET1 REQUIRED,TO BE DEIGNED B INSTALLED BYKp CLI B I TFQ DIM 3 25.25 MIN OFFSET FRDPI DAM1 TACE WWRP11�a'48. • • 10. ADEQUACY OF AM'EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED tom, . ms@r FRor oAAce • FtPIyB.gD14�B, ••• • LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND Is NOT tl9 c j ui n OTHERS),TYP. • RD14E4 • • • • • • • INCLUDED M THIS CERIFICATIONAMCEPr AS EXPRESSLY PPJ74MM HEREIN, LyI pg •• 000 •• • • • •• NO ADDITIONAL CERT61CAT10W OR AFFIRMATIONS ARE Itrf@MfD. yl@ 1L THE SYSTEM DE INFOR14ATIONPORP SPC-CIrLCSI ILED HENItN IS GENERIC FORSITEC)NDrrtONSD1�FFFRENTFROM 888 L®ORPDOPl a�-A- C C S THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 15-2564RE O wA HERS BB MUT H CONIUNLTION WITH THIS DOCUMENT. p [LIP OFFSET DiMENSfON$HM L L CQ _ FASTENING ANOk TO • ••• •w � 1I.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE TIE rULLKT.BWE i"W"EH PSioETiff9gicFGRLYBOX SUPPORTING FRAME. • • • RESPONSIBILITY OF THE INSTAWNG CONTRACTOR.CONTRACTOR SHALLPA -_CNIVIi�DAIUN FAQ ENIS1/Re THaT AFn���ALTERED WATERPROOFING MEMBRANE 6 2rrALt RAmTIE-DOWN CLIP LAYOUT • • • • RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED X T• •• • • • HEREIN.THIS ENGINEER SMALL NOT BE RESPOSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MM OC U R AS WATERTIGHTNESS SHALL BE THE A 7N.T.S. RED PUN FURL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ABOUTTHE 1H7'LIAR TO CAR- 000 R GPPORTINO FRAME(S�'OTHERS) • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • FRANK BERMARDO,P.E. RHEEM SALES COMPANY, INC. ```,,,,,rNK` ;,0E965�9 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATId�145 F+wLaveov,Ew � _ .MIO =�: • 654 U• '_ a LENGTH 33.7e 9� STATE OF s oaIDA P, E UNIT HEIGHT l 39*MAX 44 L Y1 3 QQQ BEF OETA0.4M Iy F OETAKU, 0 0 W W D Y A Q U3j�Y ;J C,W�Svii G 9a0p'�(YYNN m G g ! RACIYA%)LOROpUIQI CD 11"OETALA B O1B1D a NGNAMM" LENGTH MTDI z MOUNT ISOMETRIC VIEW O U OEAM" PERPENDICULAR TO N.T.S. FRONT ISO/BACK ISO 'Z-1 .E. S U PPO R T WOFRAME 1 srMwl-rea'Ptw eaa,re o0 "'or Z 2 ATTACH AVOLEam FA AME I ClF1WANC0 RFFEIIENCF PI a VMH III-SL4 THAU80lTB HATH tlR1wfFRBNOTATTNFATTACH TO OT O Q. \I "OUR OR INTERFAC58ET{QENANOE FRANIEWyJ(Td I F>,+ XaorIAN)• c A/K,FRAYS RML. OOF(q THRUBOLTB,TYR 401MA)QUWGPM L AOI TS WI L RE..USED) 0 Aux"HANG E O O CENTEREDAEOUT U p SUPPORT FRAME,TP. BUPPORTFRAME•Y �� a30B3 O IY \ OTRMRBL TYP CCNTER70CENTER A SUPPORT FRANCin Ormnn lY pp 1 MOUNT EXPLODED VIEW TrP 8 SUPPORT ANGLE buy En t1 1 N.T.S FRORT TBOMET IC 1 N.T.S ELEVATION 90 Iy POST AY W TNESE ISOMETRICS ARE CORROL HOBMSPER UO W 1 F wTENDED FOR CLIP,TYP. fNAGJAAM/ATIGL ME :ES A O LC ONLY:ALTERNATE RHEEM UNR9 0 E LISTED NEREw MAY VARY PI O C 0 ¢LL p APPEMANCE O 1 K ita 1.00•�f CORNER CORNER ro TIMABOLT 11 POST 1OST TIE-DOWN CLIP t YOMWASNFRA' - WFTF TONMKI 1 1 AWMMM wNPORTFRAM MY BQp��.gp41p MIAMI HCMItoA eNGIE,TW. OTHERS)NOTSHOAN \'AU NMiMmCENIER�IABWf W.a0 m(CU 4),m 0R51 g Bf U6 BlCN(OURKUM)M Q �E R FOR I:WIT'7YP. BWPORTFRAME.TYP. TFCM„TARgU:uSD31K j a TIE-DOWN CLIP ATTACHMENTS d \",V N.T 4 IRCVATONs Z11'f 1A1'r 90'(MIN)•A,T(AN,O LOG ILLH)ALUMMUM ANGLE CENTERED - t ABOUTSLPPORTFA/VAE.TYP. C?°•0. TIE-DOWN CLIP OFFSETOM ••, I®� '• --------. ---- D1M.1 ssD'NAx aFSET PROM ACE • 019 �A . U •• E - • RAl: W11 BB F� id 9 F Cli 0 .q I DIM.2 28.00'MO OFFSET iRON DATIRA F E •• 41P1286,X13/4 , • K °� SUPPORT DIM.3 29.06•NO OrFSET fAOI DATiM fAq • }tP14M2,�P1•L4 AP1Q�O, • S FRAME(0Y DIN.•113.OV MAX OrFSET►ROM MIII*IRCe ••• RM13O Rt+IN RD1408, •• � �R /CUP@ OTHERS),TYP. RP1E42,RD1442,RAA)A1724, CpPIR®fFiVJKITHBOlAOPL Y— RAtiPI724.RPAW17x4 15-2564RE NI RPAIPT724,RPA)P1738, L CLT A = • ••• jyRjA1WP/UP2024 • AOPa'•d� .NlF+de £ -_---- `DIM.1 e �s ._-_._ VICAMI N.T.S. 3 m•��T W" • • • • • • • •'• p (, MQ.LD.S8411zP_TiDwl B • • • • • • • • f 3r TALL UMT CUP OFFSET DIMENSION SHALL_ AOL_ RtSIEMIG ANQE m • • • • • • •• • • 1S T6•FOOT BE TAKEN FROM T/Il55IDE AFLY DATUM FACE ROK SUPPORTING FFRAME •• •• • • • • • • • s TIE-DOWN CLIP LAYOUT NOTE:�BTBBBEDE D •�' •'• a.e 1 N.T.S. PLAN BOTE`:U IT FRAME 211 (BY OTI . • • • • • • • • • • • •• •• • • • •• •• FFy° FRANK RRNARDO,P.E. RHEEM SALES COMPANY, INC. s`��,QP�K`;8 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICA O i RJA 49 �—= Ei 10"FO VIEWNolUNIT�\ UWT - yMTH3F.w u9nn'roB:\� STATE OF TNESEISOMETReSARE DINTINDEDFOR fAtPOEEB ONLY.ALTERNATE FIRMIRNS IFFryry1N1�11NLI W z M LISTED APPEARANYVARYAR uNTrNOmM �E z�� Q > APPEARANCE P / LL 99 al.MAX z ~W w A FSSSOR 1110 ETAR IN TAX 4h oo Z N 9TAARIF888TPP1.8CRFMR W TOCOMTROL 8011 COVER am$ WAS'TAIL MOOFL BONL 0 A O �w d Y e 3YTdC•IRTMM OnUVIEW 71� (401AIAIR LONG D 2 MOUNT ISOMUO U ALLIMUM ANGLES WRIM Z IPNOTNDPNIFRFD 1 N.r.s. FRONT Go BACK ISO 5 r PFRPEOCULA.110 f Fy _ &RPORTNGiTU1ME AITACHANGLE670FRAME I�'w /'�' Wrn,nrx'aTlalueoLTe I 608,Ire �O ,Gov >"� S g I -VATHM SHER6NIRATTNE ATTACAANGIFSTOPRAA•W1R1 CIlANAMCE O REFERENCE ZQ INTERFACE BETWEEN ANQE _ ROLE OR 3 AND FRAME(TOTALOF(4) n 0INm1AT AL NOR"%R I E BLDr O O c RMT8•VALL BE USM ADMIONAE VAMUORCRNI►IAT! ALLIVIDIMANKOE LO U880 ATTR•LOCATIOLLTTP. COV EREDASM U St"ORTFRAWP1' 2oA� 81FPORTVRAfF,TYP. .. "PORT FROM ORoiR81•T'FP 6 CENTER CENTER 1 MOUNT EXPLODED VIEW 2 3 SUPPORT ANGLE I/1, 3 1 N T.S. FRONT ISOMETRIC 1 N.TS. ELL9MTKON ? veer Br W E Cox7Rd _ F1osmPFR 0 W_ ry RO11 `QHS _ CLIP.IYP- _ N1 C A A 09 C U _ g Y �R y Comm 1.Off ` NTd TNRlIBWT i "^TM AA EN_ TIE-DOWN CLIP tp NUT FAATEN�Nn k CLMS TO MIAMI TECH CM.12M ' ANGLE. t0Cn ABTVA6N MXSI I NOTMmNM pLu Lp1ANGlE fRMEREDABOVT a e, • , , ' TDRCIARRT TYP SUPPORTFRAW.TTP STEEL(oUTD14LMW0 8 ' a TIE-DOWN CLIP ATTACHMENTS • 1 N.T.s. ELEVATIONS tl i 3NT'llW F30'(LAN)-4"MA%)LONG >LUMNIM ANGLE CENTERED ABOUT_ ---.- ��rF��.+�. ,. � TIE-DOWN CLIP OFFSETS: _.__..._-_ DIM.f 0.S0'MAN OFFSET FROM DATUM FACE 313UIIF •i• • • • • • •• • • • • • • • • ORM.2 30.00•MIN OFFSET FROM OATIIM FACE • •• • • • • • CLI R • • CLIP© DIM.] 31.00•MLN OFFSET iROM DATUM FACE •0.75• • • • ••• • B g SRT DIM.4 13.00'MAX OFFSET FROM DAVM FACE • • • • • • i S P. _I FM!� QY�S • • •• N N I.1 RFo OTHERS),TYP. p APPLICABLE tf1pDEL6: 0.216' tl•Arit{'REINFMQFQIFr IN p O d RAU36O,RA74{2A, MIN. RATE AT THE UNDERSIDE OF OWBRMFRURLB08SIOOPE CIL A E RA141e,RAu60,RA1630. 15-2564RE THE FLANGE FOR AN - DIM,I c ------ "VTMW8OLTWDN RA1636A,RPA1P2=, • • E • A�plwe0r wl�� P •ffiSwas, I iPrioM1 WASHERS n Nur RA1842A,RA1646,RA16�, SAFORrI•G FRAM aiC• MB • • • • Pl.fld. Sr TALL ver GIP OFFSU..' T DI"HE SHALL , � _ FASTINIM ANGLE To I&DTKIIRS,TYP. • • • • • • t3W 6Fi BE TRKEN FRpM YI�IS§lnV6WLY pgNM FACE RO% SUPPORTING FRAME. RP m,RP1466,RPI6/6, • • • • • • • • • • PRo'1f 5 R TIE-DOWN CLIP L, AILIA1 48,RAAJAlM. P POUT MI448746RP1560.Ft l4 . 8. R 111 FO 'PLA • ••• ..T Ivvua264e,RAAIA2080. 1 6-.1--o. SECrION - 1 N.T.S. al NOTE:UFBr6HALLBECEMAJL PLAN RPALP1748.RPA)PI760. ABOUT TF,E 20`RAR TO P /ER8) RPAIP2048.RMUP2080, BIrovDRTR4G FRAA6(BY Or • • • • • • • • • • • •• •• • • • •• •• 5/1/2017 20170501_122916_1493656355603.jpg —Where Oual,ty Service is ANnrdable— 515 N.E.190th Street•Miami,FL•33179 CAC04871 Dade(305)940-0777•Broward(954)987.9943 I PRIMARY a SEGONDARy S EMAIL: NAME: x"B"A E: C STREET. ` 1 r STREET CITY /V L` S--T / ZIP:��� 'p CI?Y SATE: 71P: 1 EQUIPMENT SCHEDULE MANUFACTURER CONDENSER/PACKAGE MODEL AIR HANDLER MODEL SZE.R EST ANNUAL NEA TONS OPERATING COST KVV AIN &11� jk a B 0000 JOB DESCRIPTION: -� ' ,t - • 0 • • • • 0 900 • • • 0 0• •0.00• • •• •0000• 0 • •007 •• • 000• 0 DESCRIPTION-9F SERVSEi$PERFORMED TrIe to fne abo,e merchantl�se remains w,-.h Ali ordable•e•a0•llill Inc. •• • 0 • AIR DISTRIBQITION: (selMrt until paid for n full,In case o!default,n any terms of thlslontr•ct,the • • • Ductwork will be designed,fabricated and installed in accordance wllA seller shall have the right to take Immediate possession of 9^rtw4hand`so • •• •• and lull amount of the Purchase price then unpaid on 11 be o immediately e accepted engineering practices and in compliance with all building codes in due and payable at the seller's option without notice or deme TA s paid • force do above dale. shall remain with the surer as liquidated damages,to Me even he eiv" of an • 1 DUCT WORK: attorney are required to enforce the interest of the senor,the purchaser shall be :009:0 •0 t!,�-t n �_ required to Pay all reasonable attorneys lees together with interest ar>4at1 costs 0 • r System of hex/fiber and/or � - ctwork Wlm___ _ thereto.No wartanty service shah be Performed on accounts A th an•utsinding •• i outlets and —leturns,Subject to modification according to structural valance.Labor warranty excludes.exisrng ductwora,existing el"cel shtems, •e• • • 7 or other requirements and maintenance related repairs. 0 0 1A80R WARRANTY: In the event M the purchaser refuses to allow setter to commence work after( *0 the contract has been executed,Purchaser shall be responsible to e seller for Service will be provided free by us for a period of AUL B__...__ 25%of the total pace as year(s)from date of installation during regular working days&hours. , responsible for an bouldered and agreed damages,Seller shall rot be y ells ting bvxJ uild' or electr�al code violatVons. MANUFACTURER WARRANTY: 1� � An material is guaranteed to be as speclhed.All work to be completed in a wofkmanlixe manner according to standard practices, Any alteration or Parts Warranty(Yrs) A B__... __.__ deviation from the conhact specifications involving extra costs will be executed d- Compressor Warranty(Yrs.) A ii". upon written orders and will be subject to chalges over and above th, timate EXTENDED WARRANTY: Provided through _ ___for Years). ;- _ Initial Here AFFORDABLE AIR&HEAT,INC.WILL PROVIDE: YE NO EXISTING INSTALLATION OF EOUIPMENT rl ❑ CONCRETE SLAB YES NO E xanuG REFRIGERATION LINES( 1 OR FLUSH(Y) Er? ❑ ❑ THERMOSTAT_ __ L ❑ B GRILLES( )RETURNS( ) ❑ U [9 BALANCE AIR FLOW PERMIT FEE(S)8 PLANS.IF REQUIRED ❑ ❑ REMOVAL OF JOB SITE DEBRIS a ❑ DRAIN PIPING( )OR FLUSH ❑ ❑ ELECTRICAL WIRING(POWER CONTROL) ❑ ❑ ®. AIR HANDLER SUPPORTS ❑ iP i❑p CONNECT TO EXISTING SERVICE/PANELS ❑ ❑ g CONDENSATION PUMP ❑ El on OTHER _ EMERGENCY FLOAT SWITCH ❑ ❑ 19 OTHER -— ❑ ❑ HURRICANE TIE-DOWNS ®' C ❑ OTHER_ - ❑ ❑ _ — ❑ lJ Cy'" REBATE"'CREDITS --' T ITAL COST oo — - -- A 2 -1�— -- oQ J FINANCING AVAILABLE Payment to be made as follows: _ ��0 ----- deposit,balance upon start-up. iizjA Authorized Company Signature �_ ` --- — - Date_- 1_—X This proposal subject acceptance within - -days and is void there after at the option of the seller, p TIIE ABOVE PR14E5.SPECIf!CA?IIX15 A!Ad 13IadI110FIS ARE HEREBY ACCEPTED,YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED.PAYMENT WILL BE MADE AS OIITUNtD ABOVE, t Option Chosen Signature /art. 4y Date https-.//mai I.google,com/mail/u/(Yllinbox/l5bc54f2cOe2e63a?lx0jectOr=1 1/1