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MC-19-2134Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 09/23/2019 Location Address Parcel Number 126 NE 103RD ST, Miami Shores, FL 33138 1132060131760 :ontacts Permit NO.: MC -09-19-2134 Permit Type: Mechanical - Residential Work Classification: New A/C System Permit Status: Approved Expiration: 03/23/2020 MAXI RAYMOND Owner AAA MODERN AIR CONDITIONING, INC Contractor 126 NE 103 ST, MIAMI SHORES, FL 331382329 SALVATORE DI FLORIA Mobile: 3052448414 901 PHIPPEN RD, DANIA, FL 33004 Other: 3057591170 Business: 9549214486 Description: INSTALL NEW AC AND DUCTWORK 3.5 TON Valuation: $ 10,637.00 inspection Requests: 305-7t6 4949 Total Sq Feet: 0.00 11 1 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $4.79 DCA Fee $3.19 Education Surcharge $2.20 Permit Fee (Manual) $319.11 Scanning Fee $9.00 Technology Fee (Manual) $7.98 Tota I : $402.87 Building Department Copy Payments Date Paid Amt Paid Total Fees $402.87 Credit Card 09/16/2019 $50.00 Credit Card 09/23/2019 $352.87 Amount Due: $0.00 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 zon' Futhermore, I authorize the above named contractor to do the work stated. c, Authori� Sign ur • wnerN / Applicant / Contractor ! Agent Date September 23, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 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 ❑ ELECTRIC ❑ ROOFING RECEIVED SEP 1 d -1019 �0- FBC 20f T ) Master Permit No. m c— 0 —/ -/ - p 1 4 Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑ PLUMBING 0 MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 126 NE 103 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-1760 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MAXI RAYMOND & MARIE D BOURDEAU Address: 126 NE 103 ST City: MIAMI SHORES State: FLORIDA Tenant/Lessee Name: N/A Email: N/A ne#: 305-244-1626 ne#: 33138 CONTRACTOR: Company Name: AAA MODERN AIR Phone#: 954-921-4486 Address: 901 PHIPPEN WAITER RD City: DANIA BEACH State: FLORIDA Zip: 33004 Qualifier Name: SALVATORE DIFLORIA Phone#: 954-241-2520 State Certification or Registration #: CAC1813234 DESIGNER: Architect/Engineer: N/A Address: Certificate of Competency #: hone#: City: State: Zip: Value of Work for this Perit: $10637.00 Square/Linear Footage of Work: Type of Work: 1:1Additi ❑ Alterati ❑ New ❑ Repair/Replace Description of Work: INSTALL NEW AC AND DUCTWORK 'j S 'T ❑ Demolition Specify color of color thru tile: Submittal Fee $ .y Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City I t State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature4w Signature t OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of AUGUST , 20 19 by 4- day of AUGUST , 20 19 , by MAXI RAYMOND who is personally known to Salvatore DiFloria wh ersonally kno o me or who has produced Driver License as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:,YA6� Print: ALICIA M BUGBEE Print: AL CIA M BUGBEE Sea l: ALIQA M BUG5U state a f Florida Seal: rA• Poe: AUCIA M BUGBEE o s . }`�` Notary Public - state of Florida Y Notary Public 'o Commission # GG 3.24903 ? ; „ , . l� 7s`.` Commission # GG t 7. 2023 17 2 Comm. Expires Apr 17. 2023 r '? �« My Comm. Expires Apr "OF a" My F`' ra Notar: Assr. Bonded throtgh National Notary Assr.. APPROVED BY (\ L�- Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SALES - SERVICE - INSTALLATION CONTRACT PHONE: 954-921-4486 FAX: 954-362-2369 www.aaamodernair.com mall 901 PHIPPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup@aaamodernair.com BILL TO: I JOB LOCATION Maxi Raymond Maxi Raymond 126 Ne 103 St 126 Ne 103 St Miami Shores FL 33138 Miami Shores FL 33138 Cellular 305-244-1626 Cellular Cellular 305-244-1626 Cellular PROPOSAL # 0001163227 CUST # 0063049 PAGE # DATE 8/14/2019 QUAN INSTALL ALL EQUIPMENT AND ITEMS LISTED BELOW AMOUNT 1.00 Estimator Name: FRANK & ANGELO 1.00 Tons _3.5_ Seer_16_ KW Heat Strip -10— 1.00 Rheem Condenser Model # RA1642AJ1 NA 1.00 Rheem Air Handler Model # RH 1 T4821 STANJA 1.00 Air Conditioning Unit Manufacturer's Warranty: 10 Year Parts 2 Year Labor 10 Year Compressor 10 Year Condenser Coil 10 Year Evaporator Coil 1.00 New Float Switch (PLEASE BE ADVISED THAT THE INSTALLATION OF THIS FLOAT SWITCH DOES NOT GUARANTEE THAT WATER WILL NOT LEAK FROM YOUR A/C AIR HANDLER UNIT). 1.00 New Digital Thermostat 1.00 New Refrigerant Lines 7/8 & 3/8 1.00 New Building Code Approved Pre -Fabricated Lightweight Concrete Slab 11.00 New Supply Ducts & Grills 1.00 New Return Duct & Grill 3.00 New Transfer Grills 1.00 New Drain Line 1.00 New Condensate Pump _115_ Volts 1.00 New Secondary Drain Pan 23 x 23 If�T 6 U 1.00 New Air Handler Stand 1.00 All Air Conditioning Permit Fees & Load Calculations Included 1.00 Evacuate Refrigerant Lines 1.00 Hurricane Strapping Per Code 1.00 New Rubber Isolation Pads 1.00 New Air Handler Breaker 60 amp 1.00 New Condensing Unit Breaker 40 amp 1.00 New Disconnect Box 1.00 Existing Location of Air Handling Unit In CLOSET 1.00 Existing Location of Condenser Unit On GROUND 1.00 One Year Maintenance Agreement Included [2 Visits] 1.00 Blue Poly Filters [12] Included "Customer satisfaction always comes first" Thank you for the opportunity to bid on your new a/c system. This work sheet is designed to give you more detail on the scope of work performed. Please feel free to call us with any questions. NOTE: PLEASE REFER TO BOTH SIDE OF THIS CONTRACT FOR ALL TERMS AND CONDITIONS. BY SIGNING THE FACE OF THIS CONTRACT, PURCHASER ACKNOWLEDGES THAT PURCHASER HAS READ, UNDERSTANDS AND AGREES TO ABIDE BY THE TERMS AND CONDITIONS OF THIS CONTRACT. TERMS AND CONDITIONS: You are entitled to and exacted copy of the contract you signed. Unless otherwise specified above, all installation of replacement and new A/C systems will be installed, hooking up to existing electrical wiring and breakers, refrigerant lines, drain lines, slabs,.roof stands and support brackets, air handler platform boxes, condensate pumps, smoke detector, fire dampers, thermostats, humidistat, duct work, supply and return air grills. Due to your existing building constructions and South Florida's high humility and heat wave weather conditions, seller can't guarantee any particular cooling temperature. It is recommended to set your thermostat at 78 degrees for maximum savings on electrical usage. Temperature set below 78 degrees could result in your air conditioning system to run for extended length of time. If it becomes necessary to take collection actions for any charges, THE CUSTOMER, shall be responsible for all court cost, collection cost, and reasonable attorney?s fees incurred to collect any unpaid charges. Customer Print Name iou 4, a mrnl Salesman Name Customer Signature Date —I . SALES - SERVICE - INSTALLATION CONTRACT . . " PHONE: 954-921-4486 FAX: 954-362-2369 www.aaamodernair.com 901 PHIPPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup@aaamodernair.com BILL TO: I JOB LOCATION Maxi Raymond Maxi Raymond 126 Ne 103 St 126 Ne 103 St Miami Shores FL 33138 Miami Shores FL 33138 Cellular 305-244-1626 Cellular Cellular 305-244-1626 Cellular PROPOSAL # 0001163227 CUST # 0063049 PAGE # Page 2 DATE 8/14/2019 QUAN INSTALL ALL EQUIPMENT AND ITEMS LISTED BELOW AMOUNT 1.00 TOTAL 11,711.00 1.00 Customer Will Receive AAA Modern Air Discount If Paid By Check -374.00 1.00 Customer Will Receive Rheem Instant Rebate -50.00 1.00 FPL Rebate---------------------------------------------- -150.00 1.00 Additional Discount -500.00 1.00 No Monthly Interest For 36 Months And Fixed Monthly Payments Equal To 2.778% Of Promo Purchase Amount - Until Paid In Full Plan #290 Account # 6034-6244-1324-6772 TOTAL $10,637.00 "Customer satisfaction always comes first" Thank you for the opportunity to bid on your new a/c system. This work sheet is designed to give you more detail on the scope of work performed. Please feel free to call us with any questions. NOTE: PLEASE REFER TO BOTH SIDE OF THIS CONTRACT FOR ALL TERMS AND CONDITIONS. BY SIGNING THE FACE OF THIS CONTRACT, PURCHASER ACKNOWLEDGES THAT PURCHASER HAS READ, UNDERSTANDS AND AGREES TO ABIDE BY THE TERMS AND CONDITIONS OF THIS CONTRACT. TERMS AND CONDITIONS: You are entitled to and exacted copy of the contract you signed. Unless otherwise specified above, all installation of replacement and new A/C systems will be installed, hooking up to existing electrical wiring and breakers, refrigerant lines, drain lines, slabs, roof stands and support brackets, air handler platform boxes, condensate pumps, smoke detector, fire dampers, thermostats, humidistat, duct work, supply and return air grills. Due to your existing building constructions and South Florida's high humility and heat wave weather conditions, seller can't guarantee any particular cooling temperature. It is recommended to set your thermostat at 78 degrees for maximum savings on electrical usage. Temperature set below 78 degrees could result in your air conditioning system to run for extended length of time. If it becomes necessary to take collection actions for any charges, THE CUSTOMER, shall be responsible for all court cost, collection cost, and reasonable attorney?s fees incurred to collect any unpaid charges. Customer Print Name Salesman Name Customer Signature Y Date 15—N-19 I A/C CONTRACTOR: AAA MODERN AIR 901 PHIPPEN WAITERS RD. DANIA FL. 33004 P H . #954-921-4486 FAX # 954-926-5469 CAC 1813234 3/8" INSULATED DRAIN LINE FROM CONDONSTATE PUMP 12" AWAY FROM WALL C/U 5 FT. FROM PROPERTY LINE INSTALL G.F.I. WATERPROOF _ OUTSIDE ELECTRIC RECEPTACLE WITH IN 20 FT. OF OUTSIDE UNIT JON INFO: RAYMOND 126 NE 103 ST MIAMI SHORES, FL 33138 12" X 12" TRANSFER GRILL S DUCTED THROUGH DOOR,... '...• Soto,)* toot ,... ....�. ••sa.a toot :"••' TRANSFER•GRIUS ,•.., ..�... ,... toot. F HANIC EV'I W OVED DATE Certificate of Product Ratings AHRI Certified Reference Number: 201290216 Date : 09-04-2019 Model Status: Active Mie[H Old AHRI Reference Number: 7942888 .APPROVED— AHRI Type: RCU-A-CB • DATE, Outdoor Unit Brand Name: RHEEM Outdoor Unit Model Number (Condenser or Single Package) : RA1642AJl 13LDG DEPT Indoor Unit Model Number (Evaporator and/or Air Handler) : RH1T4821STAN This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and 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, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI,M` GS. entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, Territories) • • • • Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in ■I=negions & REFRIGERATION INSTITUTE until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed Lrwegierl(s) for • • • • • • which they meet the regional efficiency requirement. "" which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132121016326123624 The manufacturer of this RHEEM product is responsible for the rating of this system combination. • • • • • • Rated as follows in accordance of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary :. •.. Air-Conditionin &Air Souace Heat PumlatEesUedition to by AHRI-sponsored, independen%third g p q pment and subject rating accuracy pa% le tiir1g: r -.d I` 1 ''— r ..r j I , i I Cooling Capacity (A2) = Single or High Stabe (95F), btuh : 41500 1 r 1 (7 -1-+ .._ �_ "t� I # i I I ___1J I,— J _ , — t_J -Y,• �.- lip Mie[H SforqsVilage .APPROVED— . _ BY_ --- • DATE, ZONING DEPT TERMS AND CONDITIONS 13LDG DEPT This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and SUBJECT TO COMPLIANCE Wf FH ALL FEDERAL STA i -E AND COUNTY RULES AND RFGULATIONS t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models 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. Ratings that are accomoanied by WAS indicate an involuntary re -rate. The new Dublished rating 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 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.ahridlrectory.org, click on "Verify Certificate" link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132121016326123624 M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or matpfiaiofgils to perform in the accepted manner, the manufacturer will incur the expense of such:esWb and tWA_KJ may • • •; • immediately revoke, modify, or suspend the use of such product or material within 1heii jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade toein* Product tontror • � 6 Section that this product or material fails to meet the requirements of the applicable b} iWing cod%. • • • • This product is approved as described herein, and has been designed to comply Njtj7l. the Flotlda 9�iilding• Code, including the High Velocity Hurricane Zone. *00000 0000 06:00* DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips fbt Orade L" Rooftop• • • • : • .06006 0 6 Applications • 066% APPROVAL DOCUMENT: Drawing No. 15-2543GA and 15-2564RE, titled "V�ind �,oad C tifiC'Ation of0 0 Mechanical Unit Cabinetry and Steel/ Aluminum Tie -Down Clips: At Grgd%'add Roof Mounted; 0.6 Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by li$gui tering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration 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 of NOA. 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 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 revises NOA # 16-0712.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 �5r14 `ate Page 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, 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. •.•• • • • " • Ir "' TESTS "Submitted under NOA # 15-0903.08" • 1. • 'fist report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with • 2Vv.ked-up drawings and installation diagram of Rheem RA Series Mechanical Units, ,:,prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated • • •; • • • • OY18/2015, signed and sealed by Stephen W. Warter, P.E. ..... .... ...... ...... . .. .. .. •;, •• C. .CAI. ULILTIONS "Submitted under NOA # 15-0903.08" :1. . Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed • • • ; anti sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the 5t' 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 11/12/2015. .*Y 141�� ;"q - Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA and 15-2564RE, 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, jVViSgd on 01/12/2018, prepared by Bernardo P.E. Engineering Express, signed anc soa'led by'F''rank L."":' • B. TESTS "" ""' 1. None. ...... .... • ..... .... .. . ...... . . . . ...... C. CALCULATIONS • • 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. 11 F. STATEMENTS 1. Statement letter of code conformance to the 6t' Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-2 ... . . ... . %.. %.. . . . . . . . . . . ..... ....... . RHEEM SALES CCNPANY;:II4E.:-: :-: WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEOALUMFNUM TiE+DOWN CLI1PS: !#T GRADE MOUNTED APPLICATIONS •• ••• • •e• •• • CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. }� 1.000" P ONLtS • • • • • 000 000 00 �x SIM. TO © BUT = kn� SIM.T( BUT OPP. FACE 0 tg ON z ON OPP. FACE 0� A O C • aD CONCRETE 0 SUPPORTING STRUCTURE BY 0 B OTHERS, TYP. CONTROL BOX �.• 1 MECHANICAL UNIT 2 MECHANICAL UNIT f r/ +---TI.DDD" 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. .r BACK ISOMETRIC ` TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR 2 PRODUCT REVISED ti BRACKET DIAGRAMMATICAL PURPOSES ONLY; ALTERNATERHEEM as comp) Ing With the Florida MIAMI TECH CLIP: 14GA (0.07') UNITS LISTED HEREIN MAY VARY IN APPEARANCE Y Building Code ASTM A653 Fu -90 KSI STEEL NOA-No. 18-0321.11 (CUTD8) OR 0.080. 5052-H32 (2)-i10 NTERNAL ppm Explraff to 02!25/2021 ALUMINUM (CUTDAB), MIAMI SMS PER TECH KIT A RRCUTDSMK OR AD]ACENT TO RRCUTDASMK BRAIXET, CONTROL BOX BY - R TYP. J- _0r Mlam --Pdadb Product Control TYP. DESCRIPTION CONCRETE: 0� 08 1% FULL EMBED TO CONCRETE, 2%* MIN. EDGE 00 DISTANCE, 3- MIN. SPACING TO ANY ADJACENT Q0 NIT BASE Q0 NIT BASE QQ UNIT BASE ANCHORPER QQ PAN QO PAN QO PAN SCHEDULE 3000 PSI MSN�r CONCRETE BY OTHERS, NP. W & fgARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS N.T.S. ELEVATION 1 y ANCHOR SCHEDULE: SuBST_R&T! DESCRIPTION CONCRETE: (1)-1/4.0 STAINLESS STEEL TTW BUILDER TAPCON, (4THICK MIN, 1% FULL EMBED TO CONCRETE, 2%* MIN. EDGE 3000 PSI MIN.) DISTANCE, 3- MIN. SPACING TO ANY ADJACENT ANCHOR. CLIP OFFSET DIMENSION BETAKEN FROM THIS SIDE ONLY DATUM FACE 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: A DIM. 1 4.50• MAX OFFSET FROM DATUM FACE ul.318, RA 324, RA1330, RA1338, RA1342, RA1N8, DIM. 2 24.50- MIN OFFSET FROM DATUM FACE RA1424, RA1430, RA1818, DIM. 3 25.25' MIN OFFSET FROM DATUM FACE RPI 418. R%424. RP1430, DIM. 4 13' MAX OFFSET FROM DATUM FACE RP1518, RD1418, RP1524, RD1424 APPROVED DESIGN ASCE7-lOVult-175MPH • • • CRITERIA: A GM E NSTALLA ON ONLY DttIGN NOTES: THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLID /FREESTANDING WALLS" INSTALLATIONS AT GRADE ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGNOF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORTs0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR 5. TAPCONS REFERRED TO HEREIN SHALL BE 17W BUILDEX BRAND, ASTM FS93 410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE s10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN 15 NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4• MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS. RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY .THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT.` FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. Il. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN: THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. I 15-2543 GA 1 I RHEEM SALES COMPANY, INC. CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 1.000• 1 11— ,yg,rN 0.750 WtD'(Ft>\ 3,y? 1.250 \{3LT5 M►y' 3?2SN• ` \�,��jS M�' ?7s•T i hqp� 9 m SIM. TO ©BUT SIM. TO (AD BUT 0 PP. FACE j ^ t �; PP. FACE CONCRETE i SUPPORTING CONCRETE SUPPORTING STRUCTURE BY STRUCTURE BY D OTHERS,TYP. B OTHERS, TYP. CONTROL BOX i MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC < THESE ISOMETRICS ARE INTENDED FOR (2)-810 SMS PER BRACKET FOR UNITS —GRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM '. UP TO 35" TALL (3)-810 SMS PER UNITS LISTED HEREIN MAY VARY IN APPEARANCE BRACKET FOR UNITS UP TO 39' TALL CONCRETE B OTHERS,TYP. © O&© O (ONLY (2) SMS SHOWN BELOW) ' NTERNAL POST i ADIACENT TO ,yf _ CONTROL BOX TYR ANCHOR PER QO IUNITIIPAN BASE Jfi JUANI BASE SCHEDULE—{—x-y4 PAN UNIT BASE PAN u0 00 00 00 0.306"0 0 1 0 0 ASTM A6S3 FU -90 KSI STEEL (CUTD1) OR 0.080. 5052-H3Y<F ALUMINUM (CUTDAS), MIAMI TECH KITS RRCITDSMK OR'`+ RRCUTDASMK �4 4 P© 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FZ Z o a >- rz =w ��`EfWs W o " ce �'o g IH II E PRODUCT REVISED as wmpying with the Florida Building coda 15-2543GB NOA-No. 18-0321.11 SGIL• NTS UNLESS NDID] ExplraUon Da 02/25/2021 ' ^ �7 By (J�J Mismi-0ad Product Control LIPO 3000 PSI MIN. < E f CONCRETE B OTHERS,TYP. © O&© O _ c CLIA DIM. 1D C & © ARE SIM CONTROL AND OCCUR ON -,�' CLIP OFFSET DIMENSION SHALL_ X OPP. FACES SE TAKEN FROM TMS SIDE ONLY DATUM F _ _ _ __ _ 3 TIE -DOWN BRACKETS a TIE -DOW 33RACKtTE1&(3U? : : :•• 1 N.T.S. ELEVATION 1 N.T.S. • • • • • +�T • • • • • • •• ••• •• • • • • •• ANCHOR SCHEDULE:, TIE -DOWN BRACKET OFFSETS: x+34 R .� RA1442B, / RA1624, RA1836B, RA1642B, SUBSTRATE" y j DESCRIPTION DIM. 1 4.50" MA%OFFSET FROM DATUM FACE RP7338, RP7318, RP1438, RP7442, CONCRETE: (1)-1/4:0 STAINLESS STEEL IIW BUILDIX TAPCON, DIM. 2 28,00' MIN OFFSET FROM DATUM FAC • • 0" 7446, RP1A0, RDf A.CP1536, • ERD1436,24fRA2�R03 !, • • • • • (4' THICK MIN, 1'/i FULL EMBED TO CONCRETE, 234' MIN. EDGE DIM. 3 29.00' MIN OFFSET FROM DATUM FACT! • •RA/UA1724!RAA&52036! 0 • • • 3000 PSI MIN.) "DISTANCE, 3' MIN. SPACING TO ANY ADJACENT • •RNUA1!024 RIRLO1724,RPNP7136, • • • ANCHOR DIM. 4 13.00' MAX OFFSET FROM DATUM FA • �/UA1736, RpISP2024• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FZ Z o a >- rz =w ��`EfWs W o " ce �'o g IH II E PRODUCT REVISED as wmpying with the Florida Building coda 15-2543GB NOA-No. 18-0321.11 SGIL• NTS UNLESS NDID] ExplraUon Da 02/25/2021 ' ^ �7 By (J�J Mismi-0ad Product Control ... . . ... 0:0 . . .. .. •.• • .. .. . . . . . . . . . . ... . . . . ... . . RHEEM SALES C0.MPANY;;114. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL746UI9:JUM IeIE*DQ§/N CLfhS AGRADE MOUNTED APPLICATIONS _ +—} 1.000' %�C TYP. OO PANIT BASE ,1D PAN BASE ANCHOR PER 0, �n 3000 PSI MIN --\3 }\ CONCRETE OTHERS, NP.P. tt7XC __Utt���`Trj ,NtO M ?( �NtO 'f �,1.�C)H JN5j5• M 3 ITS • S,�S. ,VGA/ 1.250 • • • • • • • • • • • • MDIMI.50' 0.00' MIN OFFSET FROM DATUM FACE OPP. FACES • • 00 00 0 3.00' MAX OFFSET FROM DATUM FACE a. 00 G7f tl ©BUT s• SIM. TOAD BUT Q Z ON OPP'FACE z ^ A� ON OPP. FACE 0 Q c f. o C 0 000'0 0.306. CONCRETE SUPPORTING CONCRETE = •y SUPPORTING `- T". tQ STRUCTURE BY STRUCTURE BY D _Q O OTHHiS, TYP. B OTHERS, TYP. CONTROL BOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT ��T--T3.0 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC N ^ TIDE-ADOWTN _ PI EEM BRACKET-:� DIAGRATHESE MAATICALISOMETRICS PURPOSSES ONLY;LTERNATE UNITS LISTED HEREIN MAY VARY IN APPEARANCE / MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu -90 KSI STEEL �' (CUTOB) OR 0.080' 5052-H32 a �. (2)-f10� �IN7ERNAL POST SMS PER ALUMINUM (CUTDAS), MIAMI TECH TOT f RRCUTDSMK OR �- BRACKET, TYP. �-,/�-�/ �l AAG��III ADJACENT TO CpNTROL BOX RRCUIDASMK TYP. OO PANIT BASE ,1D PAN BASE ANCHOR PER 0, �n 3000 PSI MIN 1(, " DESCRIPTION CONCRETE: CONCRETE OTHERS, NP.P. tt7XC 3000 PSI MIN.) D15TANCE, 3- MIN. SPACING TO ANY ADJACENT Q • ® ARE SIM ANCHOR. RAI 360, ttA1442A, AND OCCUR ON MDIMI.50' 0.00' MIN OFFSET FROM DATUM FACE OPP. FACES N.T.S. -1%' t ,/ ELEVATION ANCHOR SCH SUBSTRATE 1(, " DESCRIPTION CONCRETE: (1)-1/4.0 STAINLESS STEEL ITW BUILDER TAPCON, (4' THICK MIN, 13': FULL EMBED TO CONCRETE, 234' MIN. EDGE 3000 PSI MIN.) D15TANCE, 3- MIN. SPACING TO ANY ADJACENT APPLICABLE RLI442AMODELS: ANCHOR. CLIP OFFSET DIMENSION SHALL _ + I � �! _ _ _ _ _ BE TAKEN FROM THIS SIDE ONLY DATUM FACE a TIE -DOWN BRACKET LAYOUT \,_Lj N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: APPLICABLE RLI442AMODELS: RAI 360, ttA1442A, MAX OFFSET FROM DATUMFACERA1448,RAI480, MDIMI.50' 0.00' MIN OFFSET FROM DATUM FACE RA1630,RA1636k RPAIP2038, 1.00' MIN OFFSET FROM DATUM FACE 3.00' MAX OFFSET FROM DATUM FACE PRODUCT REVISED as complying with the Florida Building code Now -No. 18-0321.11 Expiration D. 02/2512021 By 1111—F-D•d Product ontre , 01111il, Li 0 ry Z• wm^8s El w LL�LL W wW=a�-5; Z—UI� �QW�,. Dim Oi;�� (Tial DNy W ^tbi 1%1W'zw w W 0 L3 c Z 61 z Y a Q y l r 5 . u z.z §am go D4d .0mw � m Lu g Ly oY c 115-2543GC I 0 1 1 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS' r4"\ ♦—✓•1.000" - 1 11 `Nt pX ONtT '�� U3 TSH 3S7 MA TYP. d:j,��-UNIT BASE UNIT BASE ANCHOR PER PAN PAN.:�1 PAN pAN SCHEDULE , I z TT I—r � i -r 3000 PSI MIN. ' < CONCRETE BY OTHERS, TYP. © O&© ® h © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION \NCHOR SCHEDULE: SUBSTRATE OESCRIPTSON CONCRETE: (1)-1/4'0 CARBON STEEL SDIPSON STRONG BOLT 2, 1v' MIN (4THICK MIN, CONCRETE, 3' MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJ 3000 PSI MIN.) (17-1/4'0 CARBON STEEL POWERS WEDGE BOLT+, 2W MIN EMBEL 3' MIN. EDGE DISTANCE, 3' MIN. SPACING M ANY ADJACEW JPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.SXAN010R EMBED. THEM. ANCHOR FROM THIS SCHEDULE MAY BE USED EOR INSTALLATION. M. o UNIT BASE PAN CLIP OFFSET DIMENSION SHALL _ , I Ips" _ _D"A_ _ BE TAKEN FROM THIS SIDE ONLY DATUM F" • • • • • • • • • • 4 TIE -DOWN $ C T �•; •• 1 N.T.S. ! • • • e m • • • •• ••• •• • • • •• TIE -DOWN BRACKET OFFSETS: APPLICABLE NODELs: DIM. 1 4.50' MAX OFFSET FROM DATUM FACE RRRP1 DI 0,A1B42A, RA1648, RA1660, RP1360, R 158 DIM. 2 30.00' MIN OFFSET FRO N DATUM FAC • • 0, �/80, • • • • • • DIM. 3 31.00" MIN OFFSET FROM DATUM FAC • P1748, • • • • DIM. 4 13.00" MAX OFFSET FROM DATUM FAC • NP77�(0, R P20�1, • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m -7 3f . P " L-1 7M D1A4TSID. 12 - S1(i �•Rh^rs D FOE; S1NLL POND.' A LL FORMAT, • ADITED •3 W TF1b OOLVR[RT Nn�ct0. EmnuD QGI! ENO , L9cc- �a W LLN;a�$ 3a%CW4I o 2 w_!. w; WIND LOAD C EXPLODEONEW ... . . . e ... . . . .. .. . . .. .. . . . . . . . . . . .ee ... . . . . ... . . RHEEM SALES CO.U. PANYf;II4Ce N OF MECHANICAL UNIT CABINETRY ANDSTFei, TIE'pOVVM.CLIM..ROOF MOUNTED APPLICATIONS LENGIHCENTBIID PETBBNDCIRAR TO SUPPORTING FRAME AITACHANGLF.STOPRAME WRH (t}1(YB TIRUBOI.TS W TH WASTER 6 NUT AT THE INTERFACE BETWEEN ANCAE AND FRAME (TOTAL OF (A) SOLIS YR1 BE USED) 11 MOUNT EXPLODED VIEW 1 / N.T.S. FRONT ISOMETRIC THESE L90MEIRCSAREIRENDEDFOR DUORAMMATKG "POSES ONLY. ALTERNATE@ffM UMTS LISTED HEREN MY VARY IN APPEARANCE POST SY CUPSTO - ALI MIIAM ANGLE TYP. E 40%MAX) LONG 3UE CENTERED RT FRAME, TYP. T_ V: UNIT UNI OEIAIL APPROVED DESIGN CRITERIA: ��ty50� �� •�• :APPROVED DESIGN 200 PSF•LATERAL �: •. :.: �•� �.• CRITERIA: `y WIND LOAD TML „OLE T—� 1r. -" 100 PSF UPLIFT DO 0� z MOUNT ISOMETRIC VIEW FRONT ISO / SACR ISO a (MNQ I4P VAAN9 CLEARANO AFRTTTHANCuHsAcNLXGTlO6E,H3T)EYT�PO. l-(MA�)q LONG �.( LUHA) ALUMINUMAE HrO"LE- ✓ �. CENTERED ABOUT SUPPORT FRAME. TYP �COA SIAPORTFRAME(SY I CENTER OCE A{ OTHERS). TYP. J y- 4 N. TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MA% OFFSET FROM DATUM FACE DIM.1 1 14.50• MIN OFFSET FROM DATUM FACE DIM. 3 15.25 MIN OFFSET FROM DAV M FACE DIM. 4 13' MAX OFFSET PROM DATUM FACE TYR. 3/8.0 THRU BOLT WITH WASHERS B NIT FASTENING ANGLE TO F"\ TIE -DOWN CLIP LAYOUT 1 N.T.S. MDR: UNIT SHALL BE CENTERED PLAN ABOUT THE 2T BAR. TO RAR SUPPORTING FRAME (BY OThERS) TaRXn REFERENCE E TIE -DOWN CLIP MMMITECH CLIP: I4GA (RPT) ASTM ABS) MPO LSAMI TECH MIT. RRLVTp]N( APPLICARIF MODELS: RA1318, RA1324, RA1330, RA1335. RA1342, MUM RA1424, 841430, RAWS. RP141B, RPI 424, RPI 430. RP1518, RD1416, RP1624, RD1424 PRODUCT REVISED as comp)yi with the Florida B.11ding Coda HOA -No. 1 (1-0321.11 Elcpiration b 02/2S/2021 By M9em • Product Control .r WIND LOAD DESIGN NOTES: SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SMALL BE LESS THAN DR EQ1'A' TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY A REG15MRED DESIGN PROFESSIONAL ON AIOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN S. CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORis0323.01-IS BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LS MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TD LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRAROR. LL SH 5. AEET METAL SCREWS USED TO FASTEM CLIPS TO MECHANICAL UNITS SHALL BE *10(14 MIN THREADS PER INCH) GRADE 5 STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTER ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM P593 410 STAINLESS STEEL OR EQUIVALENT ANO SHALL UTILIZE SAE GRADE WASHERS B NUTS. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSES. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDIAMETEI EDGE DISTANCE - 6. ALUMINUM ISTANCE6.ALUMINUM ANGLES SPE{IFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FAME MEMBER THAT IS 6061-T6 IN ALUMINUM WITH A MINIMUM 0.094• THICK FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNITASSEMBLY SHALLBE PER SEPARATE CERTIFICATION. S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED S INSTALLED SY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRICTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE MENDED. 11. THE SYSTEM DETAINED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11, WATERTIGHTNESS OF EXISTING HOST SUBSTRATE SHALL NE THE PULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOS® HERON. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. •'•TT'ti:SEi=�^`LTi P�.i:IJ 115-2564PE I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW S l� UNIT�� UNIT _I_ /:, LENGTH CENTERED PERPEWKWLAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WITH (A10 THRUBOLTS WITH WASHER B NUTATTHE INTERFACE BETWEEN ANGLE AND FRAME (rOTALOF (4) BOLTS WILLBE 11SED) ---I—M OTHERS} TYP i1 MOUNT EXPLODED VIEW MST �1 / / N.TS. FRONTTSOMETRIC BY THESE ISOMETRICS ARE IMENDED FOR DumAMaWncu F'URPDSES orar.,urFjNATE axl3al ural ueTED xFJLEN NNrvAar N APPEARANCE UNIT 33' CETALWI 1-.1- L SEE DUAL A (./ --.j CA= z AMOUNT ISOMETRIC VIEW k,_!j N.T.S. �y,d �. FRONT ISO I BACK ISO (MIF!) �ID`DIAIQ 00813.0 ATTACH ANGLES TO ^�.� • FgIEO SLOT tHRueDLTs, rYP. 40•(MAx) LaLc (wq ALUMIMIMANGLE. CENTERED AF10Ufy t• SUPPORT FRAME: TW.' f SUPPORT FT 1ME (BY y>•y `"' 09033- ol- ). TYP. CENTERTO CENTER _`e j,A t -3'N SUPPORT ANGLE \�'V N.T.S. ELEVATION nW a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS ABOUTSLIPPORrFRAME,TYP. TIE -DOWN OIM. 1 F- 2 6 F FRE By DIM. 4 13A0• M > N f N p�pMI OTHERS), TYP. rv� f Y10 LL o O a LCLI A DIM. 1 ^0 __—___ 3/8'0 THRU BOLT WITH { WASHERS s Nur CLIP OFFSET DIMENSION SHALL CONTROL FASTENING ANGLE TO E BE TAKEN FROM 7X15 SIDE ONLY DATUM FACE X SUPPORTING FRAM 8 5 TIE -DOWN CLIP LAYOUT NOTE UMT SMALL BE CENTERED S 1 N.T.S. RAIL PLAN SUPPORTING FRAME(By U0 000 0 V no 00 LIDO REFERENCE 00 0 0 �T I.fR )WN CLIP MMMI TECH CLP:12GA (O SSTTEEL (CMU�A MIAMI TECH IGT#RRCUTD34K y� L APPLICABLE MODELS: OFFSETS: FROM DATUM FACT RA1346, RA1436, RA1442B, FROM DATUM FI10E • • 6. 1 68,)1,428+ • • • 1' FROM DATUM FALT RP1 2, 10�,ji• • • '00 • • RP1�2. �1D40M: • • '1��'a • • �M2036�jt�11A20P4 • • • • �. 11PAP11724, RPAP1736, RAIUA1736RPAP2024 PRODUCT REVISED as complying with !h• Florida • • 000 • • • • • • • Building Code • • • • • • • • NOA--No. 18-0321.11 •• • • • • •• • • F_1LpiraOon D�OZ125120211 • • • • • • • Miami-Dadr Product Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NIIIA! (N 9EPT 1 FT OLB MOF FNG01®IS b O N N 1Z1 • W m jY$n (E (8 U'LL LU o ff = U' a 9'D5` 1336 CI �c g5 V2O wk OrV 3 N �W LU v � �o ti LJ H mJ`3 n y+ � LLA w LLj Inc �Ft 115-2564RE 6 RHEEM SALES WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY EXPLODEDVIEW Uw �UNR A. WOTH ]STS — LENOTH 3STS _ l� TNF3E 00LE 5 ARE INTENDED FOR DIAGRAMMAnGL PU4CSE8 ONLY; ALTERNATE RX)iEM UMTS LISTED HEREIN MAY VARY N APPEARANCE _ a ADD(2).10X3 — STANLES3STEEL SCREWS TO CONTROL BOX COVER SIDES (wz,• TALL MOOELs owy)f_- ALLMINUMANGLESMATH _ LENGTH CENTERED PENPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO MAME WITH (,}IL.0 THRUBMTS WITH WASHERS ILTATTHE INTERFACE BET WEEN ANGLE AND FRAME (TOTAL OF (A) BOLTS WILLBE USED) -�4_(BY OTHERSI TYP. i MOUNT EXPLODED VIEW 1 N.T.S. FRONT ISOMETRIC POSTE CONTROL BOX DETAIL* ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • r/t B•8 •B 1%aI 16 v. • • D:STVL•TI&bOWN•CUAS; ADOF MOUNTED APPLICATIONS `2 MOUNT ISOMETRICC VIEW 1 N.T_& ` FRONT LSO / BACX ISD ' (MIN) -AS (IM%) 00313'0 ATTACH MOLES TO FRAME WITH I �• °• CLEARANCE OR (1�%'O THRUBMTS. SEE I 37?.JPx3S(M.4-- N SLOT GENERAL NOTES FOR 4"=L= -' AUOIIONARA L IIEIMONCNG PATE AWy� UIEDATTHr LOCATIOM,TYP. ED CENTERABOUT d r, 00 SUPPORT FRAME, TYP. SUPPORT FRAME (BY OTHERS), TYR ANNUM 03f 6 CENTER TO CENTER 1 00 ,.. 00 i O 0 REFERENCE NCE 0 O N.T.S. , V ELEVAnONv - A effR CORNER , CORNER •e ••• • ••• •• • POST .30D TIE -DOWN CLIP 70 • • 0 • • •• • • • L• • • • • • • • • • ••• • ✓' • p�3 •• • • • • • ALUMINUM SUPPORT FRAAE(E ANGLE, TVP. OTHERS)NOTSHOWN • MOLE 0 • • • • • • • SUPPORT FRAME, TYP. SEE PETAL V, 0 a TIE -DOWN CLIP ATTAC MENTS TECMMXMRCUTC3 +� y `2 MOUNT ISOMETRICC VIEW 1 N.T_& ` FRONT LSO / BACX ISD ' (MIN) -AS (IM%) 00313'0 ATTACH MOLES TO FRAME WITH I �• °• CLEARANCE OR (1�%'O THRUBMTS. SEE I 37?.JPx3S(M.4-- N SLOT GENERAL NOTES FOR 4"=L= -' AUOIIONARA L IIEIMONCNG PATE AWy� UIEDATTHr LOCATIOM,TYP. ED CENTERABOUT d r, 00 SUPPORT FRAME, TYP. SUPPORT FRAME (BY OTHERS), TYR ANNUM 03f 6 CENTER TO CENTER 1 00 ,.. 00 i O 0 REFERENCE NCE 0 O N.T.S. , V ELEVAnONv - A T _--_-__ _____ DIM. 1 4.50' MAX OFFSET FROM DATUM FACE 7'X35 jY" ,. �C DIM. 2 30 GO- MIN OFFSET FROM DATUM FAIT lE, P. C CUP@' v DIM. 3 31.00" MIN OFFSET FROM DATUM FACE D.75" FRAME RT DIM.4 13.00' MAX OFFSET FROM DATUM FACE ), 0.125" OTHERS • n � p O7XERS), TYP. -r— APPLICABLE MODELS: 0.216" 1'X3'X%- REINFORCEMENT N py$ p a RA138D,RAl4so, w,ls3o, RA1442A, MIN. NATE AT THE UNDERSIDE OF RA14as, 1 C I A THE FLANGE FOR AN a DIM g ---- 3/e•G THRu eoLr wrrH RA1836A, RPNP2036, OVERALL FLANGE TMS7ENESS • OF 0.316•MN, TYP. WASHERS►Nlif RA1842q RA1648, RA1660, SUPPORTING FRAME 1 ENSIGN SHALL FASTENING ANGLE TD (BY OTHERS), TYP. TTITIS 96E ONLY DATUM FAQ BOX SUPPORTING FRAME. RP1360, RPI 460, RP1548, RD1448, RP1660, RD1480, s REINFORCING PLATE s TIE -DOWN CLIP LAYOUT RIWA1748, RA/UA7780, RAAlA2048, RAAlA2080, 1 6X - 1'-0' SECTION NOTE UNIT SHALL BE CENTERED PLAN RPA1P1748, RPNP1760, ABOUT THEM IAL TO RAIL RPIUP2048, RPNP2060, SUPPORTING FRMS (BY OTHERS) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0321.11 Expiration D 02/25/2021 By Wilami-DaA41 Product Control 2564RE I8 UNLESS NOTED LJ ¢7 effR CORNER , CORNER ,DO' f 6- -+ Y.11 THRU BOLT WRTRWASHERA POST TIE -DOWN CLIP NUTFASTEMIN / CUPS TO ALUMINUM SUPPORT FRAAE(E ANGLE, TVP. OTHERS)NOTSHOWN Sx3YY•%3S(MIN))•AO'�MAx)LONG AWMNUM ANI.YE CENTERED ABOUT L9F)ASTCH 'j _ FOR CARTY TYP.' SUPPORT FRAME, TYP. 53FU=WA ro 3�EL (CUTD1q,, e.AMI a TIE -DOWN CLIP ATTAC MENTS TECMMXMRCUTC3 +� y 1 N.T.S. ELEVAnONS iIIR. ALUMINUM ANGLER CENTERNED ABOUT : Y SUPPORT FRAME,TYP. TIE -DOWN CLIP OFFSETS: T _--_-__ _____ DIM. 1 4.50' MAX OFFSET FROM DATUM FACE 7'X35 jY" ,. �C DIM. 2 30 GO- MIN OFFSET FROM DATUM FAIT lE, P. C CUP@' v DIM. 3 31.00" MIN OFFSET FROM DATUM FACE D.75" FRAME RT DIM.4 13.00' MAX OFFSET FROM DATUM FACE ), 0.125" OTHERS • n � p O7XERS), TYP. -r— APPLICABLE MODELS: 0.216" 1'X3'X%- REINFORCEMENT N py$ p a RA138D,RAl4so, w,ls3o, RA1442A, MIN. NATE AT THE UNDERSIDE OF RA14as, 1 C I A THE FLANGE FOR AN a DIM g ---- 3/e•G THRu eoLr wrrH RA1836A, RPNP2036, OVERALL FLANGE TMS7ENESS • OF 0.316•MN, TYP. WASHERS►Nlif RA1842q RA1648, RA1660, SUPPORTING FRAME 1 ENSIGN SHALL FASTENING ANGLE TD (BY OTHERS), TYP. TTITIS 96E ONLY DATUM FAQ BOX SUPPORTING FRAME. RP1360, RPI 460, RP1548, RD1448, RP1660, RD1480, s REINFORCING PLATE s TIE -DOWN CLIP LAYOUT RIWA1748, RA/UA7780, RAAlA2048, RAAlA2080, 1 6X - 1'-0' SECTION NOTE UNIT SHALL BE CENTERED PLAN RPA1P1748, RPNP1760, ABOUT THEM IAL TO RAIL RPIUP2048, RPNP2060, SUPPORTING FRMS (BY OTHERS) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0321.11 Expiration D 02/25/2021 By Wilami-DaA41 Product Control 2564RE I8 UNLESS NOTED LJ ¢7 wrightsoft' Project Summary ate: Entire House By- AAA yAAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954921-4486 License: CAC1813234 Project Information For. RAYMOND 126 NE 103 ST, MIAMI SHORES, FL33138 Notes: Design Information Weather Miami, FL, US Summer DesignCenditione"' • Outside db • • • • •. 91'.`f. Inside db 75 of Design TD • • • 16 � Daily range C.�; • Relative humidity "' • 58 a/o Moisture difference • • • • • • 58• @a Sensible Cooling EquiPmeut LoaJ §izing Stru Winter Design Conditions Outside db 52 OF Inside db 70 OF Design TD 18 OF Heating Summary Heating Cooling 1592 1592 Structure 14048 Btuh Ducts 4720 Btuh Central vent (0 cim) 0 Btuh (none) Rate/swin multiplier EquipmenI load Make Humidification 0 Btuh Piping 0 Btuh Equipment load 18768 Btuh Infiltration Method Construction quality Fireplaces Simplified Loose 0 Area (ftp Heating Cooling 1592 1592 uolume (ft) 19104 19104 Airchangges/hour 0.80 0.42 Equiv.AVF (cfm) 255 134 Heating Equipment Summary Rate/swin multiplier EquipmenI load Make Btuh sensible Trade Sensible cooling Latent Cooling Equipment Model Structure 6828 AHRI ref Ducts 2089 Efficiency Heating Input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 6.9 kW 23395 Btuh 1383 cfiY1 0.074 cfm/Btuh 0.45 in H2O Ducts re • 285 -NE Central vent (0 cfm) • • • .0 Wh a .. Blower 6'131'.Gh Use manufacturer's data n Rate/swin multiplier EquipmenI load 0.96 28430 Btuh sensible Sensible cooling Latent Cooling Equipment Load Sizing Structure 6828 Btuh Ducts 2089 Btuh Central vent (0 cfm) 0 Btuh (none) 0.047 cf-n/Btuh Equipment latent load 8917 Btuh Equipment Total Load (Sen+Lat) Req. total capacity at 0.70 SHR 37347 3.4 Btuh ton Cooling Equipment Summary Make Rheem Trade RHEEM Cond RA1642AJ1NA Coil RH1T4821STANJA AHRI ref 7942888 Efficiency 13.0 EER, 16 SEER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual airflow 1383 cfm Air flow factor 0.047 cf-n/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -4d- wrightsoft• 2019 -Sep -0415:54:35 -� w ^- RigWSuffi®Uriversel201919.0.04 RSU16270 Page 1 rig MsoftHVACIFPL3.5TONRAYMOND-DUCTSYSTEM.nQ Calc=MA FrortDoorfaces: N wrightsoft Right -JO Worksheet Entire House AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954-921-4486 License: CAC1813234 Job: Date: By: 1 Room name Entire House BED RM2 2 EpoSed Hell 106.0 ft 15.0 It 3 Room height 12.0 It 12.0 It heat/000l 4 Room dimensions 14.0 x 10.0 It 5 Room area 1592.0 ft2 140.0 fl? Ty Construction U -value Or HTM Area (ftp Load Area (W) Load number (13tuW-*9 (Btuhltt') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 mil--G1Ac1ow 13A-5ocs G.125 n 12.26 2.51 380 225 509 565 40 40 90 101 0.900 n 27.64 95 0 1548 2626 0 0 0 0 �--D11D0 0.390 n 12.21 60 60 424 732 0 0 0 0 w 13A-5ocs 0.125 a 2.51 100 40 90 101 15 5 11 13 11 L—G 1A -clow 0.900 a 16.29 75.72 60 0 977 _ 4543 10 0 757 WJ 13A-5ocs 0.125 s 2.26 2.51 75 30 68 0 75 0 ,163 0 0 I --G 1A-dow 0.900 s 16.29 30.29 45 0 733 1363 0 0 0 0 13A-5ocs 0.125 w 2.26 2.51 55 20 45 50 0 0 0 0 1Ac1ow 0.900 w 16.29 75.72 35 0 570 2650 0 0 0 0 C 166-19ad 0.049 n 0.89 2.69 1592 1592 1412 4275 140 140 • • V4 376 F 22A-tph 1.358 n 24.58 0.00 1592 106 2605 0 • 15 *00369 _140 • • • •• ••• • •00*0 00 •• ••• • • •• • •• 04 00 0 •• •• •• • •••••• • 6 c) AED excursion 0 22 Emelope loss/gain 8982 16980 758 1268 12 a) Infiltration 5066 2322 457 209 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpants@ 230 8 1840 2 460 Appliancestalfw 0 0 Subtotal (lines6 to 13) 14048 21142 1214 1938 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14048 21142 1214 1938 15 Dudloads 34% 400/6 4720 8534 34% 40% 408 782 Total room load 18768 29676 1622 2720 Air required (dm) 1383 1383 120 127 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Of&- 2019 -Sep -0415:54:35 Right-Sute®Uriversal 2019 19.0.04 RSU16270 Page 1 rightsoftHVAC\FPL3.5TONRAYMOND-DUCTSYSTEM.W Calc=MJ8 FrortDoorfaces: N wrightsoft Right -J® Worksheet Entire House AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954-921-4486 License: CAC1813234 Job: Date: By: 1 Room name BED RM BED RM 3 2 Exposed wall 10.0 ft 10.0 It 3 Room height 12.0 It heaV000l 12.0 It heatlood 4 Room dimensions 14.0 x 10.0 ft 16.0 x 14.0 ft 5 Room area 140.0 fly 224.0 iF Ty Constrtx:tion U -value Or HTM Area (ftp Load Area (ft) Load number (BtuhAP-'g (Btuhfln or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A-5ocs 0.125 n ' 2.26 2.51 40 10 23 25 40 40 90 101 � 1A -clow 0.900 n 16.29 27.64 20 0 326 553 0 0 0 0 11DO 0.390 n 7.06 12.21 10 10 71 122 0 0 0 0 W 13A-50cs 0.125 a 2.26 2.51 10 5 11 13 10 5 11 13 11 � 1A,1aw 0.900 a 16.29 75.72 5 81 379 5 0 81 379 W, 13A-5ocs 0.125 s 2.26 2.51 0 --0 0 _ " 0 0 20 10 23 25 �G 1A -claw 0.900 5 16.29 30.29 0 0 0 0 10 0 163 303 14113A-50cs 0.125 w 2.26 2.51 0 0 0 0 0 0 0 0 I -G 1A -claw 0.900 w 16.29 75.72 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 n 0.89 2.69 140 140 124 376 224 _ 224 199 601 F 22A-lph 1.358 n 24.58 0.00 140 10 246 0 224 10 • • 0 • u •r • ••• • • • •• • 9600*4, •••• •• • •• •• •• 61 c) AED excursion 1-88 1 1 -89 Envelope loss/gain 882 1379 813 1332 12 a) Infiltration 415 190 581 266 b) Room ventilation 0 0 0 0 13 Internal gains Ooaupanls@ 230 2 460 2 460 Appliancesrolher 0 0 Subtotal (lines 6m13) 1297 2029 1395 2058 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1297 2029 1395 2058 15 Dud loads 34% 40% 436 819 34% 40% 469 831 Total room load 1733 2848 1863 2889 Air required (dm) 128 133 137 135 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF%tsofe` 2019 -Sep -04 15:54:35 " RigfESuitLOUniversal201919.0.04 RSU16270 Page 2 rightmftHVACWPL3.5TONRAYMOND-DUCTSYSTEM.rcp Calc=MJ8 FrortDoorfaces: N wrightsoft° Right -M Worksheet Job: Entire House Date: By: AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954921-4486 License: CAC1813234 1 Room name BATH RM 1 LMNG RM 2 Exposed Hell 6.0 ft 10.0 ft 3 Room height 12.0 ft heat/cod 12.0 ft heatlood 4 Room dimensions 10.0 x 6.0 ft 15.0 x 12.0 ft 5 Room area 60.0 ft2 180.0 ftz Ty Cons1ru tion U -value Or HTM Area (ft) Load Area (ftp Load number (B -°F) (B a perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V�j13A-5ocs 0.125 n 2.26 2.51 10 0 0 0 _ 40 40 90 101 1A -clow 0.900 n 16.29 27.64 5 0 81 138 0 0 0 0 11D0 0.390 n 7.06 12.21 5 5 35 61 0 0 0 0 w 13A-5ocs 0.125 a 2.26 2.51 0 0 0 0 0 0 0 11 ', c 1A low 0.900 a 16.29 75.72 0 0 0 0 0• 0 A • 0 .. • 0 �j 13A-5ocs 0.125 s 2.26 2.51 0 0 0 0 25 • • • lip t • • 25 `G 1A -clow 0.900 s 16.29 30.29 0 0 0 0 15 • • O 0244 454 13A-5ocs 0.125 w 2.26 2.51 0 0 0 0 25 ... LO • 2Z • 25 1A-c1ow 0.900 w 16.29 75.72 0 0 - 0 _ 0 15 ' •• '�� 2"A • 1136 C 1613-1 gad 0.049 n 0.89 2.69 60 60 53 161 180 • • 0 4180 160- 483 F 22A-tph 1.358 n 24.58 0.00 60 6 147 0 180 ... • 10 246 0 •. V6690 • • • 6 c) AED excursion -36 227 Envelope losskgain 317 325 1030 2451 12 a) Infiltration 83 38 747 343 b) Room ventilation 0 0 0 0 13 Internal gains Oocupants@ 230 2 460 0 0 Applianoesrother 0 0 Subtotal (lines 6 to 13) 400 823 1777 2793 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 400 823 1777 2793 15 Dud loads 34% 40-/.j 135 332 34% 40% 597 1128 Total room load 535 1155 2375 3921 Air required (dm) 39 54 175 183 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -fi -wri^gF•tsoft- 2019 -Sep -0415:54:35 .a. "' ' `" Right-Sute®UNversal201919.0.04 RSU16270 Page 3 rigttsoftWAC1FPL3.5TONRAYMOND-DUCTSYSTEM.rp Calc=MJ8 FrortDoorfaces: N wrightsoftRight-J® Worksheet Entire House AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954921-4486 License: CAC1813234 Job: Date: By: 1 Room name LMNG RM2 BATH RM2 2 Eposed wall 10.0 It 5.0 It 3 Room height 12.0 It heaV000l 12.0 It heaU000l 4 Room dimensions 15.0 x 12.0 It 10.0 x 6.0 ft 5 Room area 180.0 J12 60.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ftp Load number (BtuhA?-'F) (BWh or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod j Gross N/P/S Heat Cod Grass N/P/S Heat Cool 6 WI 13A-5ocs 0.125 n 2.26 2.51 40 0 0 0 10 0 0 0 �., I--c� 1A -clow 0.900 n 16.29 27.64 25 0 407 691 5 0 81 138 L -p 11 DO 0.390 n 7.06 12.21 15 15 106 183 5 5 35 61 W 13A-5ocs 0.125 a 2.26 2.51 25 10 23 _ 25 0 0 0 0 11 � 1Ac1ow 0.900 a 16.29 75.72 15 0 244 1136 0 0 • "• 0 W 13A-5ocs 0.125 s 2.26 2.51 0 0 0 0 0• • D • P•• 0 I --G 1A -clow 0.900 s 16.29 30.29 0 0 0 0 0 •• f 0 0 T-G13A-5ocs 0.125 w 2.26 2.51 0 0 0 0 0900 0 : go 0 0 1A -clow 0.900 w 16.29 75.72 0 0 0 0 0 • • b • o • 0 C 166-19ad T 0.049 n 0.89 2.69 180 180 160 483 60 • • • • 60 53 161 F 22A-tph 1.358 n 24.58 0.00 180 10 246 0 60 0000 5 123 0 ' ••• •• • . _ _ m _ - - �• • • • 6 c) AED excursion -115 -17 Envelopelossngain 1186 2403 293 344 12 a) Infiltration 540 247 83 38 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 00 0 0 Applianoesrother 0 0 Subtotal (lines 6to 13) 1725 2651 376 382 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1725 2651 376 382 15 Dudloads 34% 401/6 580 1070 34% 40% 126 154 Total room load 2305 3720 502 536 Air required (dm) 170 173 37 25 Calculations approved byACCA to meet Calculations approved to meet all requirements of Manual J 8th Ed. Manual J 8th Ed. wrigftitsoft- 2019 -Sep -0415:54:35 �A "" "" Right-Sute® Universal 2019 19.0.04 RSU16270 Page 4 rightsoftWACIFPL3.5TONRAYMOND-DUCTSYSTEM.rp Calc=MJ8 FrortDoorfaces: N wrightsoftRight-J® Worksheet Entire House AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954921-4486 License: CAC1813234 Job: Date: By - 1 Room name KITCHEN DINING RM 2 EVoSedvnall 10.0 ft 10.0 It 3 Room height 12.0 It heaVcool 12.0 ft heaVood 4 Room dimensions 14.0 x 12.0 It 15.0 x 12.0 ft 5 Room area 168.0 f 2 180.0 ft' Ty Construction U -Value Or HTM Area (ft) Load Area (ftp Load number (BtuhW--F) (Btuh/fl or perimeter (ft) (Bfuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V 13A-5ocs 0.125 n 2.26 2.51 40 15 34 38 40 0 0 0 1A -claw 0.900 n 16.29 27.64 15 0 244 415 25 0 407 691 �pC 11D0 _ 0.390 n 7.06 12.21 10 lo- 71 122 15 15 106 183 w 13A-5ocs 0.125 a 2.26 2.51 15 5 11 13 25 10 23 25 11 L -G 1Aclow 0.900 e _ 16.29 75.72 10 0 163 757 15 0 244 •• • 1136 W 13A-5ocs 0.125 s 2.26 2.51 0 0 0 0 0 • 0 0 I -G 1A -claw_ 0.900 s- 16.29 30.29 0 0 0 0 0 , • • •0 •0 0 •• 0 �j 13A-5ocs 0.125 w 2.26 2.51 0 0 0 0 0 • • 0 t -G 1A -clow 0.900 w 16.29 75.72 0 0 0 0 0,10#69 • 0 • • • • • 0 C 1613-1 gad 0.049 n 0.89 2.69 168 168 149 451 180 0 0 : •0 160 483 F 22A-tph 1.358 n 24.58 0.00 168 10 246 0 180 10 24EP 0 0060 • 0000 •0.00• •000•• •0• • 066• • 0.00 6 c) AED excursion -83 -115 Emelopelosstgain 918 1712 1186 2403 12 a) Infiltration 457 209 540 247 b) Room eentilabon 0 0 0 0 13 Internal gains Ooarpants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 1375 1921 1725 2651 Lesse4emal toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1375 1921 1725 2651 15 Ductloads 34% 40% 462 775 34% 40% 580 1070 Total room load 1837 2697 2305 3720 Air required (dm) 135 126 1701173 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -id- wrigtitsoft- 2019 -Sep -0415:54:35 Anwc'. Riga-Suite®Uriversal201919.0.04RSU16270 Page -rigttsoftWAC1FPL3.5TONRAYMOND-DUCTSYSTEM.rup Calc=MJ8 FrontDoorfaoes: N 0000• • 0000• • 0000• • 0000 0000 0000• • • • 0000 • 0000 • + wrightsoft Right -J@ Worksheet Job: Entire House Date: Br. AAA MODERN AIR 901 PHIPPEN RD, DANIA, FL 33004 Phone: 954921-4486 License: CAC1813234 1 Room name FLRM1 FLRM2 2 Exposed Hell 10.0 It 10.0 ft 3 Room height 12.0 ft heaUood 12.0 It heaV000l 4 Room dimensions 13.0 x 10.0 ft 13.0 x 10.0 ft 5 Room area 130.0 ft' 130.0 ft Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number (BtuhflF--°F) (BtuhAt') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cod Gross N/P/S Heat Cool 6 V 13A-5ocs 0.125 . n 2.26 2.51 40 40 90 101 40 40 90 101 �j 1A -clow 0.900 n 16.29 27.64 0 0 0 0 0 0 0 0 11DO 0.390 n 7.06 12.21 0 0 0 0 0 0 0 0 w 13A -5o s 0.125 a 2.26 2.51 0 0 0 0 0 0 0 0 11 L -G 1A -clow 0.900 a 16.29 75.72 0 0 0 0 0 0 0 0 Uhl 13A-5ocs 0.125 s 2.26 _ 2.51 15 5 11 13 15 5 • • •?I 13 L -G 1A -clow 0.900 s 16.29 30.29 10 0 163 303 1 • 0 •3C�3 • 31 13A-5ocs 0.125 w 2.26 _ 2.51 15 5 11 13 1 • • 0 5 11 1 g 1A -clow 0.900 w 16.29 75.72 10 0 163 _ 757 _ 10 0 �.. J63 757 C 166-19ad 0.049 n 0.89 2.69 130 130 115 349 13fl • : • •130 • •1 • 34$ F 22A-tph 1.358 n 24.58 0.00 130 10 246 0 130 • • • • 10 246 _ _ • • 6 c) AED excursion 1471 1 147 Envelope lossrgain 800 1682 800 1682 12 a) Infiltration 581 266 581 266 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 0 0 Subtotal (lines 6 to 13) 1381 1949 1381 1949 Less exdemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1381 1949 1381 1949 15 Duct loads 34% 40% 464 787 34% 400/6 464 787 Total room load 1846 2735 1846 2735 Air required (dm) 136 1 127 136 127 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. + wrigF�tsoft- 2019 -Sep -0415:54:35 AM Riga-Suite®Uriversal 2019 19.0.04 RSU16270 Page 6 dghtsoftHVAC\FPL3.5TONRAYMOND-DUCTSYSTEM.rup Calc=MJ8 FrortDoorfaces: N