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MC-19-2302Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 issue Date: 10/07/2019 Location Address Parcel Number 410 NE 94TH ST, Miami Shores, FL 33138 1132060140360 Contacts Permit NO.: MC -10-19-2302 Permit Type: Mechanical - Residential Work classification. VC Replacement Permit Status: Approved Expiration: 03/30/2020 DANIEL CUBES Owner QUAMEC CORP Contractor 410 NE 94 ST ERIC RODRIGUEZ Mobile: 9176125104 DANIELCUBES@MAC.COM Business: 3058469209 Inspection Requests: Description: EXACT A/C CHANGE OUT 5 TON Valuation: $ 5,400.00 14006;k949 - - ----- Total Sq Feet: 0.00 ...j Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.84 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $139.00 Scanning Fee $3.00 Technology Fee $4.72 Tota I : $206.36 Payments Date Paid Amt Paid Total Fees $206.36 Check# 1572 10/01/2019 $50.00 Check # 308 10/07/2019 $156.36 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor I / Agent Date October 07, 2019 Page 2 of 2 Miami Shores Village I�ECEI�IED ?ECEa°jF-D Building Department .. i 019 0 I t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1`�. Tel: (305) 795-2204 Fax: (305) 756-8972 ik INSPECTION LINE PHONE NUMBER: (305) 762-4949 .64 iF1�BC 201 1 BUILDING Master Permit No. t l C- I ji `� 1 23� Z' PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING (] MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 410 NE 94 ST City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-3206-014-0360 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Daniel Cubes Phone#: Address: 410 NE 94 ST Cit,. Miami AShores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Quamec Corp Phone#: 3058469209 Address: 7550 w 2 ct City: Hialeah State: FL Zip: 33014 Qualifier Name: Eric Rodriguez Phone#: State Certification or Registration #• 73 Certificate of Competency #: DESIGNER: Architect/Enginee . Phone#: Address: r City: State: Zip: Value of Work for this Permi $ J©� Square/Linear Footage of Work: Type of Work: ❑ Additi ❑ Alteration ❑ New 0 Repair/Replace 1:1 Demolition Description of Work: Exact change o -T(Zx`) Specify color of color thru tile: Submittal Fee $0 '�� Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I , 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 reinspection fee will be charged. Signature owil ER or AGENT The foregoing instrument was acknowledged before me this day of t tV l)V .20101 by who is personally known to me or who has producedDriv_?,ljj ,x�l,( as identification and i ft did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 3'"d 20�� by who is personn 11 W'" to me or who has produced identification aridwho did take an oath. as NOTARY PUB C: NOTARY PUB �(1 G ����IIII I I III�I/ Y T G "M 7 2 N F+<'lssipN.gB� o�? �' � Sign: �o0�9� Sign ob 20,P �1.� Print:=Print: � 41bl,y D = p Seal: •.moo ���0; `\ Seal: i�if'i �1M; s '•.off GG%�°� \OQ\�\. OFiF i, 9j GG 2911• ��i/F �OP�\ll` FLiOfill R`�P��� .sr*+ess*r**sss*sssss:**s**t****s�� •**.* *�*sx****r*�ssssss**ss****s******s*s*r***+r***r*�s*ss*ss*s*s**: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Quamec Corp CMG1249973 7550 W 2nd CT Hialeah, FL 33014 3058469209 ocrespo@quamec.net www.quamec.net Daniel Cubes 410 NE 94th St Miami, FL 33138 Invoice C' - QUAMEC Mechanical Contractors SHIP TO Daniel Cubes 410 NE 94th St j Miami, FL 33138 ! t f INVOICE # DATE TOTAL DUE DUE DATE ENCLOSED 149669 108/21/2019 $0.00 108/21/2019 Service:New Installation (R) FINANCED THRU SYNCHRONY i Outdoor Model #: 4A7A6061J1000A I O Outdoor Serial #: 19313RS12F Indoor Model #: TEM6AOC60H51 SA Indoor Serial #: 19321 SN23V O j Heater Model #: BAYHTR1510BRKC AHRI #: 8858434 INCLUDE: - Electric Heater 10 Kw - Digital Thermostat - WHITE NEST E WiFi - Float Switch - Indoor Metal Struts - Hurricane Tie Downs I - Water Pump { - Auxiliary Drain Pan 24x24 with Float Switch j -Suction/Liquid Lines - Pro -Grade Flush/Treatment/Vacuum I - Line Cover 1 - Air Filter I ti { - — -- – -- 1 7,800.00 7,800.00 L WARRANTY: - 10 Years Compressor, Parts and Coils. - 2 Years OUAMEC Labor - 1 Year Accessories Sales American Standard 4A7A6061J1000A (outdoor unit) & TEM6AOC6OH51 SA (indoor unit) single stage 5 Ton with i 16 SEER — - Up to 16 SEER efficiency. 1 - Single stage C/U with variable speed A/H that provide cooling & heating. - 10 year compressor & 10 year parts warranty (NOT including electrical parts) with registration of equipment. - Any accessory or add-on has 1 year warranty. ! STATE OF FLORIDA COkYOFAMI-DADSThestru t was a beforemeday of 20___, by Note ry Pub 's Signature Yanadyt G Abeda Personalty Known OR 1. Type of Identification Produced ucW SUBTOTAL DISCOUNT TOTAL PAYMENT BALANCE DUE i O O. ieF 'moi NOTARY 4W _ err �oPUBt-IC(b�:. rrr s 111110 41714 O�Z•. \pQ��• T�TF'OF F�\0P\`\�� i 7,800.00 -2,400.00 5,400.00 5,400.00 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 done): 410 N E 94 ST City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES[] NO ❑■ ARHI Sheet Attached: YES N NO ❑ Contract Attached: YES ❑■ Minimum Circuit Ampacity (Wire Size): 6 Maximum Overcurrent Protection (Fuse/Breaker Size): t{ 0 Voltage of CircuitQ240/480): W( J 4. Size Disconnecting Means - Contractor's Company Name: _q State Certificate or Registration No. Signature (Qualifiers'Si (Revised02/24/2014) Phone: Certificate of Competency No. Date: 2-07-al—ICA UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER AMANA AHU or PKG. UNIT MODEL # AVPEC61D14 COND. UNIT MODEL# AVXC200601 KW HEAT 10 NOM TONS 5 AHU F0 CU PKG 1) M.C.A AH Ib CU PKG AHUcis CUM PKG 2) M.O.P AHU18 CU55 PKGFj IA= AHU U(A PKG 3) VOLTS AHU&*CUM PKG PKG UNIT / / PKG UNIT EER/SEER 20 YES REPLACING DUCTS YES O YES REPLACING THERMOSTAT ES O YES NEW 4 -CONCRETE SLAB YES YES NEW ROOF STAND YES YES O NEW RETURN PLENUM BOX YES NO Minimum Circuit Ampacity (Wire Size): 6 Maximum Overcurrent Protection (Fuse/Breaker Size): t{ 0 Voltage of CircuitQ240/480): W( J 4. Size Disconnecting Means - Contractor's Company Name: _q State Certificate or Registration No. Signature (Qualifiers'Si (Revised02/24/2014) Phone: Certificate of Competency No. Date: 2-07-al—ICA This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 9993617 Date : 08-22-2019 Model Status : Active AHRI Type: RCU-A-CB Series: AVXC20 Outdoor Unit Brand Name: AMANA Outdoor Unit Model Number (Condenser or Single Package) : AVXC200601A* Indoor Unit Model Number (Evaporator and/or Air Handier): AVPEC61 D14A* 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, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. The manufacturer of this AMANA product is responsible for the rating of this system combination. ! Rated as follows in accordance with the latest edition of`ANSI%AHRI 21.0/240 with Addenda 1 and 2, Performance Rating of Unitary i_ t L--� i " .,. - } 1 -1 r -• l..l -- - , --t I- Air -Conditioning,& Aird -Source Heat Pump Equipment and sub)ect to ra`tlhg accuracy by AHRI-sponsored; indeperident,l,t ird party testing: Cooling Capacity (A2) = Single or High Stage (95F), btuh : 52500 SEER . 20.00Ce 1 t EER (A2) - Single or High Stage (95F) : 13.00 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. Ratinas that are accompanied by WAS indicate_ an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) rating. 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; AM 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.ahridirectory.org, click on "Verify Certificate" link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right.132109597214827669 ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: -1 ENGINEERING EXPRESS(` E.X.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERINGEXPRESS.COM REPORT HOLDER: Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued February 1, 2018 Subject to Renew Marc 31, 2020) (or next code cycle change) GOODMAN COMPANY, L.P. 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA ff N AFAFAFan&V' 877-254-4729 1 AMANA-HAC.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition (2017) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary is included in this TER and appears below. NOTE: No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all AMANA models present in the table located on the final page. FINISH: Baked enamel. TER -16-3146.3 Florida Building Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE UNIT CASING MATERIAL: 26ga galvanized sheet steel ASTM A653 CS cold rolled steels for side covers. 22ga galvanized sheet steel ASTM A653 cold rolled steel for bottom base pan. 20ga galvanized sheet steel ASTM A653 cold rolled steel for top panel. Removable top & side covers secured with #10-12 sheet metal screws. Knockouts provided for utility & control connections. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE-710 Exposure Categories C & D. Up to and including 175mph (Vult) for up to 200' MRH**. HVHZ*** Up to and including 170mph (Vult) for up to 250' MRH**. HVHZ*** Up to 200mph (Vult) for up to 56' MRH**. Non-HVHZ*** EXP C Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 119psf Lateral 93psf Uplift (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. VISITING ENGINEERINGEXPRESS.CON/STOR OR BY SCANNING OR USING THE WEB ADDRESS FOUND HERE > THIS DOCUMENT NOT VALID WITHOUT ORIGINAL ENGINEER CERTIFICATION ORIGINAL SIGNATURE„AND RAISED SEAL OR DIGITAL SEAL REQUIREOXID BE VALID PER CODE: Frank L. Bennardo, P.E.,Z885 ElSigned by If Checked: ENGINEERING EXPRESS Gordon DiBattisto, PE FL PE #0046549 FLCA FL PE#82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. Copyright © 2018 Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved The FBC 17 defines APPROVED SOURCE (Section 202) as: "An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses." Engineering Expresso professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Express@ is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems tests. AMANA SPLIT SYSTEMS SECTION 2 PRODUCT INSTALLATION Condensi Roof or ground structure / subsi (concrete, steel, schedule below) TIE -DOWN STRAP & CLIP SCHEDULE vn clips. See )elow for rations Cabinet Roof Height* ExpC Roof Height* Expp Tie down Straps Strap Wtl (Ibs) Tie -down clips. Total Al Ground Ground 0 NA 4 60'(801 25 (351 0 NA 8 120' (150') 60' (855') 0 300 200' ( 250') 115(150') 0 400 Bl, B2 Ground Ground 0 NA 4 60'(801 25(35') 0 400 8 1207 (150') GO a5' 2 400 2(X1 250' 115 750' 2 400 Cl, C2, C3, C4, C5 Ground Ground 0 NA 4 60'(801 25 (35') 2 400 8 120' 750' 60' 85' 2 500 2W 250' 115(150') 2 600 D2, D3, FD4',D5, D6 Ground Ground 0 NA 4 60'(801 25'(35') 2 600 8 12U (150') 69 85') 2 600 200 250' 115 750' 2 600 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height* Exp C Roof Height* ExpD Concrete 3,000 Psi Anchor Type 1/8" Min A36Steel 1/8" Min 6Alum Alum Ground Ground I A N/A N/A 60'(80' 25'(35') N/A B B Al 120'(150') 60'(85') N/A B B 200' 250' 115'(150') N/A B B Ground Ground A N/A N/A Bl, B2 60'(80') B B —25'(35')N/A ' 120'(150 60' (85' N/A B B 200' 250' 115 150 N/A g B Ground Ground A N/A N/A Ci, C2, C3, 60' 80' N/A B B C4, CS 120'(150') N/A B B 200' 250' N A B B Dl, D2, D3, Ground r nd A N/A N/A 60,(80, N/A B B D4, DS, D6 120' 150' N/A B B 200' 250' N/A B B Engineering Express° I TER -16-3146.3 TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold rolled steel 0.072" thick for all cabinets tied down at ground (Goodman Bracket); fasten cabinet using (2) anchors per clip from Anchor to Host Structure Schedule Table. Clip integrates into base pan slot. TIE -DOWN CLIP (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1" wide and any length ASTM A653 galvanized steel 0.07" thick for all cabinets tied down to a roof structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 x 1/2" SS 410 self -drilling screw to fasten clip to unit base pan. See Tie -down Strap & Clip Schedule Table for clip amount. Hurricane kit #DGACUTD36K Tie -down Strap & Clip Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap. A minimum strap width of 1" is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height. Verify height on site. Clips should be placed at center on each side and equally spaced, for ground mounted condition. See details in page 3, for roof mounted condition. The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. Note: (Vertical Strapping) 1. Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Or 1" wide 22ga ASTM A653 steel strap secured with (2) #14 SS sms to the bottom of the stand rail. 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Exposure C. Anchor Types to Host Structure: A. —1/4" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. B. —1/4" -20 UNC SS 316 screw min. 1/2" from edges with nut and 1" OD washer NA. - No anchors apply. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954)354-0660 ENGINEERING EXPRESS.COM Copyright ©2018Engineering Express& / Frank L. Bennardo PE, Inc. All Rights Reserved AMANA SPLIT SYSTEMS STRAP AND CLIP LAYOUT ROOF INSTALLATIONS MECHANICAL UNIT UNIT DEPTH STAND SPREAD tu SECTION B -B' I� MECHANICAL UNIT ROOF MOUNTED PLAN VIEW TIE -DOWN CLIP PER SCHEDULE, SPACED AT 1" I[4H Engineering Express° I TER -16-3146.3 NOTES: 1. 3"X2"Xl/8" ALUMINUM ANGLE SHALL BE 6061-T6 AND SHALL OVERHANG 8" MAXIMUN FROM STAND RAIL PER SIDE. 2. CONDENSER SHALL REST ON TOP OF THE STAND RAILS. 3. CLIPS MAY NOT COINCIDE WITH RAIL BELOW, ATTACHED ANGLE USING (2)'/." THRUBOLT W/ NUTAND 1.0 OD WASHER. 4. TIE -DOWN CLIPS FOR CABINETS EQUAL OR SMALLERTHAN 26" WIDE SHALL BE LOCATED 1" FROM EDGE MIN. MECHANICAL (2) #10 SM CLIP, TYP. E -DOWN CLIP PER :HEDULE,SPACED r 1", SEE NOTE 4 ALUMINUM STAND 1 -RAIL ANGLE, TYP. ATTACHED TO (BY SEPARATE RAILS USING (2) Y.." THRUBOLT CERTIFICATION) W/ NUT AND 1.0 OD WASHER MECHANICAL UNIT TIE -DOWN DETAIL (SECTION C -C') JL ]� STAND I -RAIL \ (BYSEPARATE MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION) SECTION A -A' TIE -DOWN CLIP PER SCHEDULE, SPACED AT 1" RAILS USING (2)'/." THRUBOLT (1) 1/4" THRUBOLT W/ NUTAND 1.0 OD WASHER WITH NUT AND N) WASHER, PER CLIP, TYP. MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION B -B) ALUMINUM ANGLE, MECHANICAL UNIT RESTING ON STAND RAILS SIDE VIEW TYP. ATTACHED TO RAILS USING (2) X" Note: Installers must ensure that screws used to fasten the tie -down clips with the unit base pan do not touch the coil preventing any damage. All THRUBOLT W/ NUT Pieces and installation parts per Miami Tech Hurricane kit #DGACUTD36K AND 1.0 OD WASHER ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright© 2018 Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved AMANA SPLIT SYSTEMS 22 GA (0.0299" MIN., Fuc581M MIN.) STEEL AM HOUSING UNIT, ISOLATOR PADS BEYOND. MIN. 4 PER UNIT (OPTIONAL AND RAIL SECTION 4 SUPPORTING CALCULATIONS 8r SUMMARY FORCES SUMMARY Engineering Express° I TER -16-3146.3 1"X22ga CONTINUOUS GALV. ASTM A653 STEEL STRAP SHALL PASS OVER UNIT TO I - BEAM ON OPPOSITE SIDE AT 5-1/2" FROM END. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT (2) #14 SAE Gr 2 MIN 3/4" LONG MIN, SMS AT EACH STRAP END TO UNIDERSIDE OF I -BEAM Cabinet Outside Dimensions Weight Range (lbs) Roof Roof Height* Height* Exp C Exp D Lateral Pressure (Psf) Uplift Pressure (Psf) Max Force (Ibs) Max Overturn (lbs -in) Max Tension (lbs) Uplift Force (Ibs) D(in) W (in) H(in) Al 23.0 23.0 25.7 102 Ground Ground 43.0 0.0 176.5 2268.1 98.6 0.0 23.0 23.0 25.7 60' (80') 25'(35') 92.6 73.1 380.0 7970.2 346.5 268.5 23.0 23.0 25.7 120'(150-)l 60'(85') 106.5 84.0 437.2 9166.3 398.5 308.6 23.0 23.0 25.7 200' (250')1115' (150') 118.3 93.4 485.6 10185.9 442.9 343.1 81, B2 26.0 26.0 32.5 103-131 Ground Ground 43.0 0.0 252.3 4100.3 157.7 0.0 26.0 26.0 32.5 60'(80') 25'(35') 92.6 73.1 543.2 13287.0 511.0 343.1 26.0 26.0 32.5 120'(150') 60'(85') 106.5 84.0 624.9 15281.7 587.8 394.3 26.0 26.0 32.5 200'(250') 115'(150') 118.3 93.4 694.2 16980.6 653.1 438.5 C1, C2, C3, C4, CS 29.0 29.0 40.0 142-184 Ground Ground 43.0 0.0 346.4 6927.8 238.9 0.0 29.0 29.0 40.0 60'(80') 25'(35') 92.6 73.1 745.7 21102.8 727.7 426.8 29.0 29.0 40.0 120' (150') 60' (85') 106.5 84.0 857.9 24271.8 837.0 490.6 29.0 29.0 40.0 200' (250') 115' (150') 118.3 93.4 953.0 26968.9 930.0 545.5 Dl, D2, D3, D4, D5, D6 35.5 35.5 41.8 206-306 Ground Ground 43.0 O.o 442.6 9238.8 260.2 0.0 35.5 35.5 41.8 60'(80') 25'(35') 92.6 73.1 952.8 31241.8 880.0 639.6 35.5 35.5 41.8 120'(150') 60'(85') 106.5 84.0 1096.2 35931.1 1012.1 735.1 35.5 35.5 41.8 200'(250') 115' (150') 1 118.3 1 93.4 1 1217.6 1 39926.6 1 1124.7 1 817.4 Note: Calculations performed according to the information provided by the client. PANEL INTEGRITY SUMMARY Cabinet Roof* Roof* Height Height Exp C Exp D Horizontal Strapping Required Cabinet Roof* Roof* Height Height Exp C Exp D Horizontal Strapping Required Al 60'(80') 25'(35') No B1 60' (80') 25'(35') No 120'(150') 60'(85') No 120'(150') 60'(85') No 200'(250') 115'(150') No 200'(250') 115' (150') No B2 60' (80') 25'(35') No Cl 60' (80') 25'(35') No 120' (150') 60'(85') No 120'(150') 60'(85') No 200' (250') 115' (150') No 200' (250') 115'(150') No C2 60'(80') 25'(35') No C3 1 60'(80') 25'(35') No 120'(150') 60'(85') No 120'(150') 60'(85') No 200'(250') 1115'(150') No 200' (250') 115' (150') No C4 60'(80') 25'(35') No C5 60'(80') 25'(35') No 120'(150') 60'(85') No 120'(150') 60'(85') No 200' (250') 115'(150') No 200'(250') 115' (150') No Dl 60'(80') 25'(35') No D2 60' (80') 25'(35') No 120'(150') 60'(85') No 120'(150') 60'(85') No 200'(250'), 115' (150') No 200'(250') 115'(150') No D3 60'(80') 25'(35') No D4 60'(80') 25'(35') No 120'(150') 60' (85') No 120'(150') 60'(85') No 200'(250') 115' (150') No 200'(250') 115' (150') No DS 60'(80') 25'(35') No D6 1200'(250') 60'(80') 25'(35') No 20'(150') 60'(85') No 1120'(150') 1 60'(85') No 200' (250') 115'(150') No 1115'(150') 1 No ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954)354-0660 ENGINEERINGEXPRESS.COM Copyright©2018Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved AMANA SPLIT SYSTEMS Engineering Express° I TER -16-3146.3 CABINETS & DIMENSIONS Amana Model No. W / D (in.) H (in) Cabinet A(S,N)X130181 23.00 H (in) 25.75 ASX160241 Al A(S,N)X130241 26.00 27.50 B1 A(S,N)X130301 26.00 34.63 27.50 61 A(S,N)X130361 26.00 27.50 Ell A(S,N)X130421 29.00 35.50 36.25 34.63 C3 A(S,N)X130481 29.00 29.00 36.25 1 38.25 C3 A(S,N)X130601 29.00 35.50 40.00 40.00 C6 A(S,N)X130611 35.50 35.50 38.25 36.25 D5 A(S,N)X140181 26.00 29.00 27.50 36.38 B1 A(S,N)X140191 26.00 35.50 27.50 36.25 B1 A(S,N)X140241 26.00 35.50 27.50 34.63 61 A(S,N)X140251 26.00 35.50 32.50 38.25 E2 A(S,N)X140301 29.00 35.50 32.50 40.00 C2 A(S,N)X140311 29.00 35.50 32.50 38.25 C2 A(S,N)X140361 29.00 29.00 32.50 38.25 C2 A(S,N)X140371 29.00 29.00 32.50 38.25 C2 A(S,N)X140421 29.00 35.50 36.25 38.25 C3 A(S,N)X140431 29.00 35.50 36.25 36.25 C3 A(S,N)X140481 35.50 35.50 36.25 38.25 D1 A(S,N)X140601 35.50 35.50 38.25 D5 ASXC160241 29.00 ASZC160601 32.25 C2 ASXC160361 29.00 ASXC180481 38.25 C2 ASXC160481 35.50 ASZC180241 36.25 D1 ASXC160601 35.50 ASXC180601 38.25 D3 ASX160181 29.00 D3 32.25 35.50 C2 ASXC180241 35.75 D3 40.00 35.50 D6 ASXC180361 35.75 D4 40.00 35.50 D6 ASXC180481 35.75 D3 42.25 35.50 D6 ASXC180601 35.75 D4 42.25 35.50 D6 ASX16*181A* 29.00 D3 32.00 35.50 C2 ASX16*241A* 29.00 D6 32.00 35.50 C2 ASX16*301A* 29.00 D4 35.75 35.50 D1 ASX16*361A* 29.00 D6 39.50 35.50 D6 ASX16*421A* 35.50 D6 35.75 29,00 D3 ASX16*481A* 35.50 C1 39.50 35.50 D6 Amana Model No. W/ D (in.) H (in) Cabinet Amana Model No. W/ D (in.) H (in) Cabinet ASX160241 29.00 32.25 C2 ASZ160241 35.50 34.63 D2 ASX160301 29.00 36.25 C3 ASZ160301 35.50 34.63 D2 ASX160361 29.00 1 38.25 C6 ASZ160361 35.50 40.00 D6 ASX160421 35.50 36.25 D1 ASZ160421 29.00 36.38 C5 ASX160481 35.50 36.25 D5 ASZ160481 35.50 34.63 D2 ASX160601 35.50 38.25 D3 ASZ160601 35.50 40.00 D6 ASX160611 35.50 38.25 D5 ASZC160241 29.00 38.25 C4 ASX160311A 29.00 38.25 C3 ASZC160361 35.50 38.25 D3 ASX160371A 35.50 36.25 D1 ASZC160481 35.50 38.25 D3 ASXC180361 35.50 38.25 D3 ASZC160601 35.50 38.25 D3 ASXC180481 35.50 38.25 D3 ASZC180241 35.50 40.00 D6 ASXC180601 35.50 38.25 D3 ASZC180361 35.50 38.25 D3 AVXC200241 35.50 38.25 D4 ASZC180481 35.50 38.25 D3 AVXC200361 35.50 38.25 D4 ASZC180601 35.50 38.25 D3 AVXC200481 35.50 41.75 D6 AVZC200241 35.50 38.25 D4 AVXC200601 35.50 41.75 D6 AVZC200361 35.50 41.25 D6 A(S,N)Z140181 29,00 34.50 C1 AVZC200481 35.50 41.25 D6 A(S,N)Z140241 29,00 34.50 C1 AVZC200601 35.50 41.25 D6 A(S,N)Z140301 29.00 36.25 C5 A(S,N)Z14019 29,00 34.50 C1 A(S,N)Z140361 29,00 36.25 C5 A(S,N)Z14025 29.00 34.50 C1 A(S,N)Z140421 35.50 39.75 1 D6 A(S,N)Z14031 35.50 34.63 D2 A(S,N)Z140481 29.00 36.25 C5 A(S,N)Z14037 35.50 40.00 D6 A(S,N)Z140491 35.50 34.50 D2 AVZC180241A 29.00 38.25 C5 A(S,N)Z140601 35.50 34.50 D2 AVZC180361A 29.00 38.25 C5 ASZ160181 29.00 36.38 C5 AVZC180481A 35.50 38.25 D2 AVZC180601A 35.5 38.25 D2 Note: The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect the structural performance, since they refer to minor/major changes not related to the cabinet structure. Note: Illustration selected for dimensional purposes LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. All of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind loads as stated in the calculations as required by the FCB. Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Yearly inspections, during equipment maintenance or after a named storm; all screws, cabinet components, clips, anchor, bolts, straps and cables are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page S (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright©2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved