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MC-18-2083Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Ft RiDp Permit NO. MC-8-18-2Q83 Permit Type: Mechanical - Residential erWork Classification: A/C Replacement Permit Status: APPROVED Issue Date: 8/9/2018 1 Expiration: 02/05/2019 Project Address Parcel Number Applicant 10674 NE 11 Court 1122320280490 Miami Shores, FL 33138-2123 Block: Lot: PETER KONEN Owner Information Address Phone Cell PETER KONEN 10674 NE 11 Court MIAMI SHORES FL 33138- 10674 NE 11 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone EDD HELMS AIR CONDITIONING AND (305)653-2530 nal Info: REPLACE A/C UNIT -EXACT cation: Residential ed: In Review Date Denied: Scanning: 3 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $122.50 Scanning Fee $9.00 Technology Fee $3.20 Total: $141.90 Date Approved:: In Review Type of Work: REPLACE A/C UNIT -EXACT Valuation: $ 3,500.00 Total Scl Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # MC-8-18-68451 08/09/2018 Check #: 6614 $ 91.90 $ 50.00 08/06/2018 Check #: 6613 $ 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 fo all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHPJNICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that construction and zoning. Futhermose rmation is accurate and that all work will be done in compliance with all applicable laws regulating -named contractor to do the work stated. August 09, 2018 Authorized Building Department Copy August 09, 2018 / Contractor / Agent Inspection Worksheet - Miami Shores Village 10050 N.E. 2ndAve, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000893-2018 Permit Number: MC-8-18-2083 Scheduled Inspection Date: October 30, 2018 Permit Type: Mechanical - Residential Inspector: Perez, Jan Pierre Inspection Type: Mechanical Final Owner: PETER L KONEN Work Classification: A/C Replacement Address: 10674 NE 11 CT Phone Number: Miami Shores, FL 331382123 Parcel Number: 1122320280490 Project: Contractor: EDD HELMS AIR CONDITIONING AND ELECTRIC Phone Number: 3056532530 NORMAN LEE LARRABEE Building Department Comments REPLACE A/C UNIT -EXACT Checklist Item Passed Comments General Comments False Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 29, 2018 For Inspections please call: 305-762-4949 Page 12 of 42 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING Au Q 6 2018 BY: FBC 200 Master Permit No. M 1 � - 2083 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ® MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10674 N E 11 th Court City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-028-0490 Is the Building Historically Designated: Yes NO XX Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Peter Konen and Marisol Sardina Phone#: 10674 NE 11th Court city: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Edd Helms air Conditioning Phone#: 305-970-4711 Address: 740 International Parkway city: Sunrise State: Florida Zip: 33325 Qualifier Name: Norman Larrabee Phone#: 305-653-2530 State Certification or Registration #: DESIGNER: Architect/Engineer: Ad CACO21309 Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ 7). r:�90 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: rexD � OZAP-- 'N G —Ak-J — Specify color of color thru tile: Submittal Fee $ �� (� Permit Fee $ Scanning Fee $�Radon Fee $ 2- Technology Fee $ 3 • ZO Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) ❑ Demolition _ CCF $ G, • I 0 CO/CC $ _ DBPR $ Z Notary $ oogo Double Fee $ Bond $ n TOTAL FEE NOW DUE $ ' "I Q ``i4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 r� pection fee will be charged. OWNER or AGENT The foregoing instru was acknowledged befor this day of 20 by Peter Konen orwho has producedit+" ��LSgP6226� M identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: FAI"'w" MY COMMISSION # GG 099523 EXPIRES: May 1, 2021 Bonded Thru Notary Public underwriters Isle] ►i9:TTITO1101.1 The foregoing instrument was acknowledged before is Lday of 20 by Norman Larrabee me or who has produced who is personally known to identification and who did take an oath. NOTARY PUBLIC: Signz-1-/1 Print: Seal: MY COMMISSION # GG 099523 +i EXPIRES: May 1, 2021 %;;P , 415' Bonded Thru Notary Public Underwriters as ************************** ******* ********************************************************************** APPROVED BY �401ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER $�= Summary Report Property Information Folio: 11-2232-028-0490 Property Address: 10674 NE 11 CT Miami Shores, FL 33138-2123 Owner PETER L KONEN MARISOL SARDINA Mailing Address 10674 NE 11 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,905 Sq.Ft Living Area 1,472 Sq.Ft Adjusted Area 1,683 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017 2016 Land Value $239,085 $239,085 $177,606 Building Value $98,960 $98,960 $98,960 XF Value $0 $0 $0 Market Value $338,045 $338,045 $276,566 Assessed Value $183,456 $179,683 $175,988 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $154,589 $158,362 $100,578 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 21 BLK 3 LOT SIZE 75.000 X 130 OR 19408-0757 12 2000 1 Generated On : 7/25/2018 Taxable Value Information 20181 2017i 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,456 $154,683 $150,988 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,456 $129,683 $125,988 Sales Information Previous OR Book- Price Qualification Description Sale Page Corrective, tax or QCD; min 08/11/2014 $101,315 29276-1429 consideration 12/01/2000 $158,000 19408-0757 Sales which are qualified 07/01/1998 $112,800 18191-4239 Sales which are qualified 05/01/1992 $85,000 15529-4127 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/25/2018 This combination qualifies for a Federal Energy Efficiency tax Credit when x placed in service between Feb 17,2009 and Dec 31, 2016. D Outdoor Unit Model Number (Condenser or Single Package) : RA1642AJ1 Indoor Unit Model Number (Evaporator and/or Air Handler) : RBHP-24 Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS,• • • • • 0 MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, Vvv, A,.WY, U.S." • • • Territories) •••.•• •••••• • Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regiI •, •. until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s).f•r• • • 0009 • • which they meet the regional efficiency requirement. • • • • • • • • • • • The manufacturer of this RH EEM product is responsible for the rating of this system combination. : : : • • • • • Rated as follows in accordance with the latest edition of ANSVAHR1210240 with Addenda '1 and 2, Performance RaI of Unitary . •'.' . • Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: • Cooling Capacity (A2)-Single or High Stage (95F), btuh : 41000 SEER. 16.00 _... EER (A2) - Single or High Stage (95F) 13.00 PERMIT r . _.,. M 3mt Sttros Vi(a9P ,— APFROIVED BY DATE ZONING DEPT•- AVG BLDG DEPT SUBJECT i 0 CCNIPLIANCE WI rH ALL FEDERAL STATE ANv CUJty"i'f rilJL 5 AND REGULATIONS t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new modes That are being marketed but are not yet being produced." Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratirxts that are accompanied tyv WAS indicate an involuntary re -rate. The new published ratina is shown alono with the previous (i.e. WAS) ratino. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and j 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 arty 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.ahridirectory.org, click on 'Verify Certificate" link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom fight. ©2018Air-Conditioning, Heating, and Refrigeration Institute !CERTIFICATE NO.: 111771177415065752 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 are not acceptable. Job Address (where the work is being City: Miami Shores Village County: Miami Dade Zip Code: V_ 3kfig . . .... ...... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCQETESLhB ....:. ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION 0: •.. •; A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITAL9 • • • • • • 0000. • .... ......... AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO,2rARHI Sheet Attached: YESJ2 I NO ❑ UNIT ...... .... ..... .. .. .. . r COAtO* Attached: YES. .. ' "• • •' UNIT BEING REPLACED DATA .I'QEW 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 0 3. Voltage of Circuit (208/240/480): ZC0 4. Size Disconnecting Means: Contractor's Company Name: •p �� Phone/ 70 State Certificate or Registration No. )Wig-1 0 l Certificate of Competency No. Signature Date: O��z711 Q (Qualifier's signature) (Revised02/24/2014) Ruud Condenser Mounting Miami Dade NOA #15-0903.08 Ruud Miami condensers are now Dade NOA approved and t sr tin PP �l'� gl"� ." good for all Florida counties. As a result, these are e kYnpt'",'O products . ..... from the sealed engineering The ' requirements. product NOA*Com be •"'•.*000 found at www.miamidade.gov/economy and it expires 02/25�'2'021..":'. "'••� .... .. . ...... . . . . ...... MIAMI•DADE MIAMI DADE COUNTY. PRODUCT•CONTROL SECTION . 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) , Miami, FloridaP3175-2474 BOARD AND CODE ADMMISTRATION DIVISION T (7W 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ntlamtaaae.Qov/economy Rheem Sales Company, Inc. 5600 Old Greenwood Rd. Fort Smith, AR 72917 SCOPE: This NOA is being issued under the applicable ivles 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 bl • • • • the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami Dade Coun"ro$uct Co lliN' . Section (Tn Miami Dade County) and/or the AHJ (in areas other than Miami Dade Counfy3 reserve the right' to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and Ike AHJanay * . immediately revoke, modify, or suspend the use of such product or material within their�unsaiction. R reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Fojuct -Congo; Section that this product or material fails to meet the requirements of the applicable building c•.od . • This product is approved as described herein, and has been designed to comply with the FlprX Bpilding. Code, including the High Velocity Hurricane Zone. • • • • • DESCRIPTION: Mechanical Unit Steel and Aluminum Tie --Down Clips for Grade and Ifoo#<top .. . Applications • APPROVAL DOCUMENT: Drawing No.15-2543GA, titled "Wind Load Certification ofMechanicalUnit 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., bearing the Miami -Dade County Product Conti -of approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATIWG: 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. Mssuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate.thisNOA. 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 hfiami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then'it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists ofthis 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 M1AM1•DADE COUNTY Expiration Date: February 25, 2021 Approval Date: February 25, 2016 17-014 Page l Rlteem Sales Company, rnc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED A. D14AWINGS I. 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 202414. along with marked -up drawings and installation diagram of Rheem RA Series Mechanical Unite,• prepared by American Test Lab of South Florida, Test Report No. 092�01-15, dated• • 05/18/2015, signed and sealed by Stephen W. Warter, P.E. • •; • •; • • •, • • C. CALCULATIONS ...... 1. Anchorage calculations prepared by Engineering Express, dated 11/2Q/201., signed . . and sealed by Frank L. Bennardo, P.E. . 00000 D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance to the P edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, 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 11/12/2015. 02 ►V2o16 Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-0903.08 Expiration Date: February 25,2021 Approval Date: February 25, 2016 E -1 .J RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE —DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 4 5�}` ?9 S•Al((� �9 �19 �29 SL�'\ S`f'y4�H 10-GA ASTM `y A653 PAINTED STEEL CABINETRY xy t 2: ^ Li SIM. TO(o OUT =• ON Opp. AT.E � n i t � SIM. TO rA) OUT A ON OPT. FAT1i C SUPPNCRETE ORTING CONCRETE SUPPORTING TRUCTURE BY OTHERS, TYP. B STRUCTURE BY OTHERS, TYP. D CONTROL BOX 1 MECHANICAL UNIT' MECHANICAL UNIT N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ME INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY, ALTERNATE RHEEM UNITS LISTED THEREIN MAY VARY IN APPEARANCE ATY�O�'Me nMlld• 02 (2)-610 br SMS PER �,.�/�.LINTERNALPOST NO Cemd OWER ttiP,n,P-I CONTROL BOX By _ em PANEl,1 n BIL"I IAD)ACENTTO •�/, BASE 3000 PST MIN,_ `•• ••'•I 'I CONCRETE BY OTHERS.TYp. oa, Sim AND®CUA ON OPP. FACES �� TIE -DOWN CLIPS i H.T.S. ELEVATION ANf:H(-1R qr,.W -nt it G• SUBSTRATE DESCRIPTION CONCRETM (1)-114.01TW BUILDEXTAPCON ATT CARBON (4• MIN, FULL 3000 PSI MIN.) 0 PSI EDGE DISTANCE .43'EMINOSPACINNG TO ANYIN. NCE* AD]ACE ANCHOR. BA -�'-1-4I.000` 0.]1 0.750' 1.-zso 00 00 00 0.107• 9 O m 0.306• TYP. O 0 0 1•—T3.000` TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07-) ASTM AGS3 FU-90 KSI STEEL (CVTOO) OR 0.080• SOS2-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT 6 RRCUTOSMK OR RRCUTDASMK 11.1. �� TIE —DOWN CLIP LAYOUT 1 N.T.S. t•�•i-•--•—� • •PI'ti TIE -DOWN CLIP OFFSETS: en,:•I Aaa1�LDD'r. RA1316, I1A1321, I`A1730, RA1336, RA1342, RAi418. RA1424, RA1430, RAI816, RP1410. RP1424, RP1410, • • RPVV.#014lk RP6524, • •RD14W • • DIM.1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 24,50• MIN OFFSET FROM DATUM FACE DIM. O 25.25' MIN OFFSET FROM DATUM PAGE DIM. 4 17• MA%OFFSET FROM DATUM FACE • • • • APPROVED DESIGN 60 PSF LATER, CRITERIA: WIND LOAD STRUCTURE DESIGN NOTES: 1 SRE•SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE ' WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE Ll55 THAN OR EQUAL TO THE DESIGN PRESSURE GPACt7YVAWPS LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SIIAtI OE DETERMINED BYA REGISTERED DESIGN PROFESSIONAL ON A ]OB•SPECIFIC OASIS IN ACCORDANCE WITH THE GOVERNING CODE GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SIMII 0EFABM1IGTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COD! FIFTH EDITION (2014). THIS SYSTEM MAY BE USED WITHIN AND O1R510! THE HIGH VELOCITY HURRICANE ZONE THIS DESIGN 15 NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MlCNANIGLUNR CABINETRY. 2. NO ]3-3/356INCREASE IN AVOWABLE STRESS HAS BEEN USlO IN THE DESIGN OF THIS SYSTEM, 3. DESIGN 4CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORLi0323.01-IS BY NERIGN TEST LAB OF SOUTH FLORIDA. 4. All DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECIIANIGI UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC) SMALL 8! AS PER MANUFACNRE0. RECOMMENDATIONS AND MC THE F3(PRCSS RESPONSIBILITY OF THE CONTRACTOR. S. TAPCONS REFERRED 70 HEREIN SHALL BE IT1V BV1lDE%BRAND, SAE GRADE S, INSTALLED TO 3000 PSI MIN CONCRETE, SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL DE i10 (14 MIN TMM1FA05 PER INCH) GRADE S ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. All FASTENERS SMALL HAVE APPROPRiAT! CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL Be STRUCTURAL CONCRETE 4` MIN, THICK AND SHALL HAVE MINIMUM COMPRlSSN! STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT FIECTROLYSiS, O. ELECTRICAL GROUND, WHEN REQUIRED, Td DE DESIGNED 6 INSTALLED BY onleps. 9. THE nDlQVACY OF ANY E%ISRNG STRUCIV0.ET0 WITHSTAND SUPERIMPOSED LOADS SHALL Be VERIFIED BY THE ONSRE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CE0.TIFIGTION.EXCEPTAS EXPRESSU' PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. 7HE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR ASPECIFIC SRC. FOR SITE CONDITIONS DIFFERENT FROM III! OOHOITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USB IN CONJUNCTION WITH THIS DOCUMENT. li. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBItiii7Y OF THE INSTALLING CONTRACTOR COHTMC'fOR SHALPR 0 HERON 01 ME SMALL NOT Be L EN � RE OR!$j�D�AF7ER FAOM1IGTION ND INSTALUTTION OF NB IS � 1y ERFRQpFtNG OR IW1K GE ISSUES WHICH MAY OCNRAS LE FOR MY W R-TIDIQNESS SMALL BE THE FULL RESPONSIBILITY OF THE � IN ALytia CONTRACTOR. • • • •• • • • • • • • • •• • • • • • • • tD 409 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIND LOAD CERTIFICATION OF MECHANICAL UNIT R H E E MNSrA ANDS EEOL/M PAN �E-DOWN•CLIPS: ALUMINUMAT GRADE MOUNTED APPLICA• i 18•GA ASTM A653 PAINTED � . GIM. To Wi uur = - UN DPP. FACG . m SIM. TO I(1) BUl ON OPP. FACE STRUCTURE Ov SUFFORTIPIG- OTHERS, TYP. STRUCTURE BY B OTHERS, TYp. CONTROL Box U 1 MECHANICAL UNIT �21 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC (2)-C10 SMS PER CLIP FOR UNITS UP THESE ISOMETRICS ARE INTENDED FOR TO 35" TALL PER -#10CLIP rollt. UNIT CLIP OIAGRAMMATICAL PURPOSES ONLY, ALTERNATE RNEEM FOR UNITS UP TO 39' TALL (ONLY (2) UNITS LISTED f IERNIN MAY VARY IN APPEAMNCa SMS SN"N BELOW) INTERNALPOST AWACENTTO CONTROLBOX ANCHOR SCHEI 3000 PSI CONCRET OTHERS, TYP. 'NIL ULE MIN ! OUVlA 0� PANELTyp.®q 0� BS UNIT 00 PAN BASE DO U P�TBASE 100 �O �0 •,� � DY v v&v UD ® a © ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4.O ITY! BUILDEX TAPCON qT7 CARBON I! I'll THICK MIN, STEEL, 1�• FULL EMBED TD CONCRETE, 3- MIN. 3000 PSI MIN.) EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. -UNIT 01 PAN 0,313•'-�--,• J 0.750• 1.250 00 �O • DO S 0.187' o 0.306• O TYP O O 1--T3.000- TIE-DOWN CLIP MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu-90 KSI STEEL (OUTDO) OR O.OBO' 5052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT * RRCUTDSMK OR RRCUTDASMK UaiuM race TIE -DOWN CLIP CaY�it.�f ; • • • • • • ]• N.T.S. • • �� • • • • • • •• • • • • ••• • L••W18 DE - • • • • • • TIE -DOWN CLIP OFFSETS �1J+B.RA+uO,RAI442e, OFFSET FROM DATUM FACE N N N:OFFSET Rpm RP1316 R50, P14 0?RPt442, of-; FROM DATUM MC! RPi41e, RP1670, RD1470, RPI576, OFFSET FROM DATUM FACE *no" 6 f I642, RDI M2, • • • 77 rwV 6 FROM DATUM FACE EA 12 24 RPIUPIV4, VAJ&I73% • • AI=Te, RP`IP202+ • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • •• • • •• •• • • • •• •• ••• • • • ••• • • Day C O/L By STATE a t,. III -1 73A2IIRWOILNMIRILOF2 °) 15-2543GA a DIM. 1 4.50• MAX DIM. 2 20.00" MI DIM. 3 29.00" MI DIM. 4 13.00" M RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED A _ 1 5 s,il alti�e�SS. a�t'.O nI A 1 IDi Ii� I IP -`'+ ' •" E DY �/g�� STAUCTUNE OY TIP' OTHERS, TYP, CONTROL BOX O x MECHANICAL UNIT QMECHANICAL UNIT ]• N.T.S. FRONT ISOMETRIC X N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATTCAL PURPOSES ONLY; ALTERNATE RHEEM UNITS USTEO HEREIN MAY VARY IN APPEARANCE SMS PER---••��� ``` ///INTERNAL POST CUP � (-�`7'•7 AD7ACENT TO ' �p,� IConrnOLBOX TYP. Ua UNIT BASE Q" UNIT BASE ANCHOR PER Q PAN QO PAN SCHEDULE 3000 PSI MIN •' •'• - ' 1' , CONCRETE BY ' OTHERS, TYP. %, 6A /�+\ ®&QAM SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS j N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETES (1)-1/4•01TW DUILOEX TAPCON UTCARBON (4 THICK MIN. FULL 070 N. SEDGE CHIN. 3000 PS MIN.) O15TANCE' M3 SPACING TO ANY AD, ACE ANCHOR. UNIT BASE PAN F—F3.000` 0.313' 0.7so" 1.250 00 • D0 D0 0 0.187• m 0.306 F 0 TYP 0 0 I--T3.000• TIE -DOWN CLIP MIAMI TECH CLIP: 24GA (0,07•) ASTM A653 FU-90 KSI STEEL (CUTOB) OR 0.080• SOS2•H32 ALUMINUM (CllTDAB), MIAMI TECH KIT 1 RRCUFDSMK OR RRCUTOASMK CLIP OFFSET DIMENSION SUZiI.`7MAII BET/(((1!'N FR81-{•7�i13`OE '-•-•-•-•- DATUM FACE ®TIE -DOWN CLIP.L•AYOt7 1 N.7.S. • • rug • • • • • . .. . . . . ... . TIE -DOWN CLIP OFFSETS: A•PIICAeIIIIIOOELS:• • • • • • • RAI300, RA1412A, RAI4I6,RA1400, M1630. RAI036A. i PNPi0i6i • • • • • • • • • • • • • • • •- • • • • • • • • • • • • • • •• • • • • • • • DIM. 1 A.50` MAX OFFSET FROM DATUM FACE DIM. 2 30.00' MIN OFFSET FM1OM DATUM FACE DIM. 3 71.00• MIN OFFSET FROM DATUM FACE DIM. A 13.00• MA% OFFSET FROM DATUM FACE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No, 4E Sigja 1-1 Det. O ZS' /G PAOlO!lC�rt I'ID 03'TAllRafO l A1I � il.T.4 .�^yll , RAEEM SALESCOMPANY, WINr LOAD CERTIFICATION OF CALnn UNIT CABINETRY AND r• •�r • r yp=n�M k u � 9 r l• � k � + � f• R - t` � � � O I NQ 1 MECHANICAL UNIT 2 MEC N.T.S. FRONTISOMETRIC 1 N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGMMMATICAL PURPOSES O."' A"Enn OR RHCEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (4)-s10 INTERNAL POST 1 n,o2., SMS PEq ,�(�,�AD]ACENiTO CLIP, TYP. I � Co BOX �D TYv. 8V ®8 p 6 UNIT BASE ®O UNIT BASE ANCHOR PE¢ _ .PAN PAN -ONCRETE BY OTHERS, TYP. -• �'-••� © O&© • ® & Q ARE SIM AND OCCUR ON OPP. FACES s TIE -DOWN CLII jN.T.S. NCHOR SCHEDULE: SUOSTRATE DESCRIPTION CONCRGTE: (a /vo cm.DN STettmMrson s7noxc I.pNCA EOCE OWANCP (4•TI11CK MIN( 3000 PSI MIN./ ,0•MIN. 31 MIN SA pI.1p'O GROOM SR:[L AMWEDGE Opt 'F• •i. C -UNIT DI PAN TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu�90 KS' STEEL (CUTD30) OR 0.080' 5052•M32 ALUMINUM (CUTOA30), MIAMI TECH KIT t RRCUTDLK OR RRCUTDALK I7AI VPS PACE • • • • • • • • • • • 4 TIE -DOWN CLIP !At(OU'� • � j N.T.S. • • • 4PIAY • • • • • • • • • TIE -DOWN CLIP OFFSETS: AMM&DWALOosls. • • • • • • RA1812A; RA1118, RA7860, RP1360, RPN80, RP1348, R01M8, RP1660, RD1460, RAAIA1747,RAAIA1700. FWUAZMPPWWA2000, FVPNP1748) • • 4RmwlTBOPRP1UP204*APA1P2N0, • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • O1M. 1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 30.00• MIN OFFSET FROM DATUM PACE DIM. 3 31.00' MIN OFFSET -FROM DATUM FACE DIM. 4 13,00' MAX OFFSET FROM DATUM FACE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 a• D TG OGLEI `N.T, PwOe D[seuPr 71•TALL UHT/ RHEEM SALES COMPANY, INC. WIND LOAD' CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED'APPLICA EAPLODEDYIEW APPROVED DESIGN CRITEA onti,.ra LEerontn.Te; I — —� APPROVED DESIGN 200 PS CRITERIA: WIND L6 GHR/ a. m coxlna- NAx DJI3 sox eeOErARu1 FEEou/nal How PSF P If Al WIND LOAD T DESIGN NOTES: SRE•SPECIFIC PRESSURE REQVIRlMlMS AS DlRIWUIEp IN ACCOM1DANC! WIM ENCe ASCE 7.10 AND CHAPTER: OF 7HlflONDA OUMItq IbDESNAIISl1FSSTHAN OR ASSEMBLY S HEOCSION►RESSURE°VACITYYAU1E5115TEDHMINFORAM A REGISTE E DESIO" DESIGNPRESSURE REQUIREMENTS S11ALL BE DETERMINED By A REGISTERED OESIQN PROFESStOHALON A IOD•SPECIFIC OASIS IN AMOROA"C, WITH TIE GOYMMING CODE. GENERAL NOTES: I. THIS SYSTEM "'BEEN DESIGNEDANO SINLLe@PAentGTEO ItI AI:COM1DANC! W.TH! REQUtaE11EM5 OF 7NC fLORIDA OUMDINO COO, FIFTtt EDITIONNDARIGN! 20NET IES D SEGN Is NOTIIHTENOEDTtO CERTIMNMPACF RESISTANCE OF THEMEtl1ANICALUNIT GetNETRY. L no 33.3/3%INCREASS IN At1AWA0L661RE55IIAS BE EN USED INTIC DESIGN OF71USSY57EM. ]. OESION S.CERTInGTION OF71IE UNITGe1HemYis AP/AOVEo.Oclu 11 TEST REPORTFa373.01•IS 9Y AMERIGN T[ST lAe OF SOVRI fLONOA. 1. ALLDIM,NSWNSANOTME MINIMUM WLIGNT(1i0L0MMMUN)OF 'ECMANIGL U.ITSNALLCONfOM1M TO UMRAT1ON45TATlO MERl.. ALL ER IMINDiIACNAEA [COMN NDAT ONSAND A�AC 7til E%RESS RESFONS/OMY DF pI, COMRACT011. y 1 is-uuWN CUP ATTACHMENTS i N,T.S. ELEVATIOIIS 7 "*AvaucneLFNDDEIe• � TIE -DOWN CLIP OFFSETS- �1- �• n PI c F.D •�'• LI� cures ' DIN.1 •1.50' NAR OF/SEr FROM OANM FACe DIN.t i�.SO•HIN OFFSET IROM OAflR1 /ACT DIN.] is.i5'MIN OffSET nIpH DATUM FAG! UProAr DIN. 1]•NA1t 01F5ETfM1ON OANMfK! O7MFAs), 7YI. OTHER ), 7/,•D7NRueDLTwnll WASHERS R IRR FASTE11I116 AlIGll TO RA1315, RA1324, RA1370. RA7330, RA1712, RAf41,, RA1124. 'A1" F" 010, RP1415, RP1424,RP14]D, RP1515, RD1415, RP1524, R01424 • • • • • • • • • • • • • • • • e. 9' 10. 11. —•—••^ Dt` 002LEACP SOx SUPPORpNG/RAM[. b1•Fw • 12,SYA7 lT1'iII�1ESS OFF TIE -DOWN CLIP LAYOUT ` exsu°R"eS;w;Tn 1 �� COBMeI RESTORED AFTER PROF N.T.S. NOTp UMi61/ALL Oa CEIfRRCO PIA. HenFIN.7NIs EN DINE! AeOVTTME MI'Nl1RT0 RAL • p7 • • • OR 1LI�AOS ISSv SUPPORTING fRAMllsY0MFR5) • • • EML`ESPONS101L 10 • • • • • • • • •• t • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AND FROM >F RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED AP IXfIODEDNDv UNR�\/�ItUNR — .00D N7DTN77.7r LEN0T1177, r � . u rII" 0.717 - eEe DSTMLVI ]e• 1 Ft OeTA0.Y (I 1 /P i1 MOUNT EXPLODED VIEW i / N.T.A FROUr ISONfle1C 11148E ISOMETRICS ME MENDED fOA OU,ORf•MIMIIGE fORPOSE7 ONLC ALTFNIAIF NIEEM UNL EISi[DNl11[NMAriNN'N AIfEARNK! E.eEEOETALA ky _MOUNT ISOMETRIC VIEW i — C rR00T ISO l OADC ISO 13 i SUPPORT ANGLE 1 ILT.S. n..,....,.. rg 1 r--UUWN CLIP ATTACHMENTS �•- - EIEvAnoNs TIE-nr)vv 1 ni 1G riccom , DIN. I 6]0• MAt DI/S!T /ROM DATUM IACE 01w: :e.0o- Nlx O/fsET Enos DATUM fAce DIN.] ]S.DO•NIN OIfSli IRON DATUM IAC! Olw 1 1].00• HAX Of/9lT/ROM OA1UN fACF s TIE -DOWN CLIP LAYOUT NOTf.Iuxlr311 tL-0leE Aro 1 N.T.S. PLAN SUPf00P INOIxIWA!(oTOTI m) uo,l 0- loft O RETEnfNt! 7toi 0 07fOT O U o706T "�O" 1III000UOIIII 00 TIE -DOWN CLIP Mw.Ulaneta na IeoT1 Ae1M A1S] /wN RSI eren(eulol.LMMMI 7ECIINNIRRCUTOSIIC APPLICABLE MODELS RA1313, RRA1133, RA11128, RA1B21, RA133B8, RA1812B, RP1333, RPW43, RP1133, RP1g12 RPI11 RP1370, RDIAJ�RP1b��B, RAI542,RD144 D1/yj�q• • • • • 033, 02q • • • • • • R 21, 17•' • • ♦ • • • • • • • • • • R/,A� 3age 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• % u = STATE OF Z'arjM . �IORIDP � a Na e (f4N111RDD11 AL W 0. fn Q MR �W N qZa Q M mod•. ~ L p�� EJ,J 6 0 LU D� LLI �8 N ZF a S 8g e a "�al ia»1aw A: -L.7T7� •uw N.ce Dc4 Ib ►Aoe Deec•�n u-TAuvIOr Ml ]err]7en• a Dr RHEEM SALE&COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED e7v7ooeovtew yYtM�\_ WEr �Aonla7.76•' wwTnu7r —soo n1E6nMaaTAORMe Ixre7loeoron ,rw olAolw.vtAT1cAL runro2ea ONIMAIY WNYINI[W YiOra 1IM01KAEW IMYVMYW MPWWICR tna�uem° o.3u uole !— —1 TIE -DOWN CLIP ATTACHMENTS f1EVATIONs MAIM GI ID nt-looe- 1.30' ItAn OMIT 10. 11. 13. nro J 013 I100' Wce 0 nEffAfllt6 eoN ILOr 0 0 a2Oar }}j _a.7om• "0" IIIUUU0111 00 I.00` TIE -DOWN CLIP mmIractlet".t2aA (4071A6n4 Aa72 ry.rON7I MEfLICVr0141MNA11 TECII1Vr+nnOumXX fRW10ATYN IACa 3•s3•+1. 00'NIN O/16R fA0110ATUH FAf3! I101f. P. 00'NIN OffaEi fnON OAIUN FACE 0.75' 00' NAn Of SET FROM DATUM iACe 00 APPLICABLE MODELS: 0.216' T• • • • • • • • • RA1360, FtAI442A, M)N. REINyrcwEMEmm • • • • • • RA1446,RA1460, R11630, RA1636A,RPNP2036, iRliyyAA�T1IG K 0ti °veN>1LLr .,6ve MR.' • • • • • • • • • • • RA1642A, M1846, RAN.. 6YPronTIN61AANf •141.216'7AI • • • • • • • RP1360,RP146QRP1646, (0Y0nIEA3),Trr. R01446, RPt 660, R01460, RANAtt•4e,RANAn6o, 6, REINFORCING PLATE RIVUA204a, f+NUA2060, RPNi74 P6, RpNP1780, 1 4• ]'•O• • • • • sECTlt1 • • • RPNP2046, RPNP2060, • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'w-��649 71• STATE OF � 0p10P..• t1r+� D2 JOIL No M ay m