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MC-19-1173Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 05/30/2019 Parcel Number 226 NW 92ND ST, Miami Shores, FL 33150 1131010331240 Contacts Permit No.: MC -05-19-1173 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permitstatus.- Approved Expiration: 11/26/2019 MARTHA & LAURENCE COX Owner MILESTONE AIR LLCContractor 226 NW 92 ST, MIAMI SHORES, FL 33150 JOHN KUEFLER 4715 SW 51 ST, DAVIE, FL 33314 Business: 8669022111 Description: AC CHANGE OUT 3.5 TONValuation: $ 3,590.00 Ins ection Requests: Total Sq Feet: 0.00 305-762-4949 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $75.65 Scanning Fee $9.00 Technology Fee $3.14 Total: $144.99 Building Department Copy Payments Date Paid Amt Paid Total Fees $144.99 Check # 1220 05/30/2019 $144,99 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 zoni ermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date May 30, 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 PLUMBING MECHANICAL RECEIVED MAY 22 20i FBC 20 Master Permit No. 1 Y l C' p S —Iq — 11-73 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: a Za /U W / 7i ` ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 33 /_Sy Folio/Parcel#: I t -u of -o3_3 - r Z Lf D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L OU/"e,v e 4- .f—r"f/'i, 04 W iCPhone#: 3 0�' ! �7 d;2029�' Address: .2 2, to ` q e2 City: N/i �Q -e t S `7 O /'C'_S State: Zip:. Tenant/Lessee Name: Email: one#: CONTRACTOR: Company Name: /_/ i le S 7"7>,,el e- 4 (r— Phone#: Address: 4%% S s co --s- l City: Qualifier Name: State Certification or Registration #: 0 Certificate of Competency # _Zip: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for rthis sPPermit: $ 3 �, ©� Square/Linear Footage of Work: Type of Work: IJ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (� 4 .1 l 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 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. Signature Signature,,"w Y OWNER or AGENT CONTRACTOR The�egoing instrument was acknowledged before me this day of ry�_CA-7 , 20 l C�_, by W,44�(,Q,zt,=n who �-knmmto me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:. �c1 Print: y C& Seal: — - — — — — — — JOY CETTON Notary Public -State of Florida Commission # GG 255975 * iwl104"a"446"*5k1piffs*4 Septe[ L 15er 06, 2022 APPROVED BY (Revised02/24/2014) The foregoing instrument was acknowledged before me this Z Z day of 6Qi 20 /9 by 4 h6 hog who slrsonall < me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: iw Notary Public -State of Florida SeaCommission # GG 255975 My Commission Expires September 06, 2022 ***************************************************************** P�ns Examiner Zoning Structural Review Clerk Yams AM C36*. Garage NH Attie AM Calling Mouni FenCog I Pat ke ft Now Ajumiiwro AM New NM PfRoorm . WOW Box) kisulate FlAtuot MFlaw: Now Yiply�i� ease Too I ,moke De *d Codo 1866-902-2111 far 954-947.3s31 wwW-Mi198toneAirFLcom 1hfd@m1I6stonea!rRrom AkeA*i#-CAC181I9WI FI ESTIMATE X INSTALL AGREEMENT Padmp UrOftbro,Honv NdMge Unit On Ground Package Unit on Roof Ndmge Una *n'AW Bracket Now ftffigarent Lines W -00W. Reconned To Eximing L U40d Line S49 — fL_ Suction Line Steeft_ Irmulate. Suction Line (knudex) N&w EmeMency tDrain Pon NOW steel welt shmkel Now Drain Lihe RWWr'wHe81_RW.W" New Unit On ExLift Mount insulate Dram Line (Armllft) k New Thermostat .14 _VNew floaii Switch Re=ned To USM9 Drain Loa New Hurnicif" x system Steri up and 7a9 Reconnect to, Exisfinp Efactftel Now Do- Hunt dislai N" Diawn.nad a:Aj, Filter Rm* C6nd6raato- PUrnp 1'lgv,24&: P Disconned>orBroatceratCondenser um Now Duct Syntern (See Plans ) Add Now Supp)v Duct (See plans) Add New Rei�r D,.1( See Plans� RwwnW to Existno Ductwork Permf(ode sklenbal [3$350 [)SSW 'item w OW Equipment from Prorrftes New Line Chase Cover EXISTING UNIT MEASUREMENTS Condenser Air Handier Voset (H*WxD) .. .......... . . .... ... AGREEMENT PAYMENT OPTIONS I hembyAu"xAze Quatity Alf of America to charge the HsWd crodit, card forthe 6fro"t Of S P40d by: 0 C4h. 0 Che-cik 0 OVIsa OMestorCard 0..Firiandng Q AMEX C1 ONcover CW ... ...... . . Exo.bate -CC# DL# .... . . ........ i of 6w ow. xWe of fflie, *;F'WMW0 WM 00g6idbu d*xff."4t6* at. arty A Chi 01wrgece `n*xwmd abo" IncWro sn *PPk*W& Ww" toa**f w4h bio b, a� PaIrl thipping Wh" "W— xro N—od OEMONS: V, OPTIONS # 2. BRAND TONNAGE SZER IA CONDENSER UWff AIR HANDLER UNIT PACKAGE UNIT HEATER YEARS OF WARRANTY Labor I Parts I QWTV63sor REWWAL- Date: Time: um Now Duct Syntern (See Plans ) Add Now Supp)v Duct (See plans) Add New Rei�r D,.1( See Plans� RwwnW to Existno Ductwork Permf(ode sklenbal [3$350 [)SSW 'item w OW Equipment from Prorrftes New Line Chase Cover EXISTING UNIT MEASUREMENTS Condenser Air Handier Voset (H*WxD) .. .......... . . .... ... AGREEMENT PAYMENT OPTIONS I hembyAu"xAze Quatity Alf of America to charge the HsWd crodit, card forthe 6fro"t Of S P40d by: 0 C4h. 0 Che-cik 0 OVIsa OMestorCard 0..Firiandng Q AMEX C1 ONcover CW ... ...... . . Exo.bate -CC# DL# .... . . ........ i of 6w ow. xWe of fflie, *;F'WMW0 WM 00g6idbu d*xff."4t6* at. arty A Chi 01wrgece `n*xwmd abo" IncWro sn *PPk*W& Ww" toa**f w4h bio b, a� PaIrl thipping Wh" "W— xro N—od 5/17/2019 Propertv Search Application - Miami -Dade Countv APPRAISER 0"I'Flou"E OF THE PROPERTY .i Summary Report Property Information Folio: 11-3101-033-1240 Property Address: 226 NW 92 ST Miami Shores, FL 33150-2231 Owner LAURENCE COX &W MARTHA Mailing Address 226 NW 92 ST MIAMI SHORES, FL 33150-2231 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL- SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,389 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $206,250 $206,250 $206,250 Building Value $104,175 $96,674 $96,674 XF Value $0 $0 $0 Market Value $310,425 $302,924 $302,924 Assessed Value $163,665 $160,299 $157,002 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $146,760 $142,625 $145,922 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 4 & E1/2 LOT 5 BILK 136 LOT SIZE 75.000 X 125 OR 19774-1761 07 2001 6 Generated On : 5/17/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $113,665 $110,299 $107,002 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $138,665 $135,299 $132,002 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $113,665 $110,299 $107,002 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $113,6651 $110,299 $107,002 Sales Information Previous OR Price Book- Qualification Description Sale Page 07/01/2001 $123,000 19774 Other disqualified 1761 02/01/2001 $0 19499- Sales which are disqualified as a result of 2733 examination of the deed 07/01/1994 $53,100 16471- Sales which are qualified 3622 06/01/1986 $55,900 12 11 - Sales which are qualified 4322 22 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: I MAY 2 2 1019 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 "— l ` l 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): City: Miami Shores Village County: Miami Dade Zip Code: 33 I _- , 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 B�f ARHI Sheet Attached: YES [Z NO ❑ Contract Attached: YES 9-11 1. Minimum Circuit Ampacity (Wire Size): A -S-1 J -S 2. Maximum Overcurrent Protection (Fuse/Breaker Size): _ (-)Z 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: ,I t All l / Contractor's Company Name: �,,�1 / ! e S �O t% L 41 /_ /—L- e Phone: ?0 State Certificate or Signature (Revised02/24/2014) Dn No. L�� Ctrl �j�L�C� Certificate of Competency No. Date: (Qualifier's signature) UNIT BEING REPLACED DATA NEW UNIT '/ MANUFACTURER cYl�. . AHU or PKG. UNIT MODEL # (7 COND. UNIT MODEL # _ KW HEAT NOM TONS AHU tu PKG 1) M.C.A AHU CU..X.s'PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU ,S U -Z kG 3) VOLTS AHU CU2'.S5PKG PKG UNIT / / PKG UNIT / / EER/SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT YES NO YES N NEW 4"CONCRETE SLAB YES No YES NEW ROOF STAND YES YES O NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): A -S-1 J -S 2. Maximum Overcurrent Protection (Fuse/Breaker Size): _ (-)Z 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: ,I t All l / Contractor's Company Name: �,,�1 / ! e S �O t% L 41 /_ /—L- e Phone: ?0 State Certificate or Signature (Revised02/24/2014) Dn No. L�� Ctrl �j�L�C� Certificate of Competency No. Date: (Qualifier's signature) ENGINEERING %WV%- EXPPESS 11 F. X. P.E.R. T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGiNEERINGEXPRES3.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 GOODMAN COMPANY, L.P. 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA y4mic 877-254-4729 E 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 51h Edition Florida Building Code (2014) with 2016 supplements, per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 701.1, 706.6.1, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. iN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: * Product Evaluation Documents Substantiating documentation has been 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 manufacturers 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. (Issued March 6, 2017 Subject to Renew January 1, 2019) R -16-3146.3a l 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 Up to and including 175mph (Vult) for up to 200' MRH—. HVHZ*** Up to and including 170mph (Vult) for up to 260' MRH'*. HVHZ* Up to and including 200mph (Vult) for up to 200' MRH**. Non-HVHZ*** Ground or Roof Application per installation instructions `*Mean Roof Height -High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral 93psf Uplift (less Dead Load) Site specific wind analysis may produce altemate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: rich 6, 2017 Frank L. Bennardo, P.E., SECS ENGINEERING EXPRESS® PE #0046549 CA #9885 The FBC 14 deffnes APPROVED SOURCE (Section 22) 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 Express® 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 Engineering Expresso j TER -16-3146.3a SECTION 2 PRODUCT INSTALLATION Unit Roof or ground structure / substrate (concrete, steel, see schedule below) TIE -DOWN STRAP & CLIP SCHEDULE Tie -down clips. See tables below for specifications Cabinet * Roof Height Tie -down Strapwn, tl Tie-dow', CIIps per Straps Obs) Side Al Ground 0 NA 1 2 300 1 Up to 120' (1501 2 300 1 UP to 2 '(250') 2 400 1 82,62 Ground 0 NA 1 i Up to 60' (80') 2 400 — 1 u to no, 1501 2 400 2 Up to 200'.{250' 2 400 2 C1, C2, C3, C4, CS Ground 0 NA 1 Upto 6o' (80') 2 400 2 _ U to 120' 150' 2 500 __.....� 2 UP to 200'(250') 2 600 2 01, 02, 03, D4, D5, D6 Ground 0 NA 1 Upto60'(80') 2 Soo ., ...: Up to 120'(1501) -2 ^•1rX10 •• Up to 200'(2501) 2 _ 1000 3 ANCHOR TO HOST STRUCTURE SCHEDULE 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 Gip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 x 318" SS 410 self -drilling screw to fasten Gip to unit base pan. See Tie -down Strap & Clip Schedule Table for clip amount. For ground application use tie -down dip schedule corresponding to 60' height. Tie -down Stray & Clip Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap. A minimum strap width of 1" and minimum length of 15 ft. is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height Verify height on site. Clips shall be placed at center on each side and equally spaced. Cross member shall be added and fixed to roof stand see detail A. 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_ jHgn;Kpnta) and Vertical Strac»ino) 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 shalt be high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Select strap from table based on WLL requirements. 3. For Non-HVHZ, use (2) straps with minimum WILL of 500lbs each, up to 200' MRH. 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. NOA No. 15-0226.11 B. - 1/4" -20 UNC SAE Grade 5 screw min. 1/2" from edges with nut and washer OD 0.75" 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 12111 AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954) 354-0660 ENGINEERINGEXPRESS.COM i� �e'���1�,?L•�I� ltd 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 Gip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 x 318" SS 410 self -drilling screw to fasten Gip to unit base pan. See Tie -down Strap & Clip Schedule Table for clip amount. For ground application use tie -down dip schedule corresponding to 60' height. Tie -down Stray & Clip Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap. A minimum strap width of 1" and minimum length of 15 ft. is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height Verify height on site. Clips shall be placed at center on each side and equally spaced. Cross member shall be added and fixed to roof stand see detail A. 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_ jHgn;Kpnta) and Vertical Strac»ino) 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 shalt be high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Select strap from table based on WLL requirements. 3. For Non-HVHZ, use (2) straps with minimum WILL of 500lbs each, up to 200' MRH. 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. NOA No. 15-0226.11 B. - 1/4" -20 UNC SAE Grade 5 screw min. 1/2" from edges with nut and washer OD 0.75" 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 12111 AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954) 354-0660 ENGINEERINGEXPRESS.COM AMANA SPLIT SYSTEMS Engineering Express® TER -16-3146.3a STRAP AND CLIP LAYOUT I L —.SEE ANCHOR TO HOST STRUCTURE SCHEDULE STRAPS SEE TIE430WN I L STRAP d CLIP SCHEDULE MIAMI TECH CUM j SEE TIE -DOWN ( STRAP & CLIP SCHEDULE CROSS MEMBER 6061-T8AWMRIWd P" X 2"Y." ROOF STAND RAIL �1PER I ENGINEERINGE C€ �. 10 107 , UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING O ^.BASE PAN (2)8'bxVSS410SMS (2) *14.18 SS 410 SMS W SS410 WITH WASHER6 NUT Z ' STRAP AND CLIP LAYOUT _� T SCAM WT.& 0"AMW VIEW STRAPS SEE T[E-DOWN STRAP d CLIP SCHEDULE HORIZONTAL STRAP SEE PANEL INTEGRITY FOR STRAP SPECFICATION MIAMI TECH CUTD SEE TIE -DOWN STRAP 3 CUP SCHEDULE tOOF STAND RAIL "ER SEPARATE ENGINEERING /TN SCREWS AT CROSS MEMBER SCAM OLT.S. v" CROSS MEMBER 8081-T8 ALUMINUM 2"X2"YV UNIT (2) 014-18 STAINLESS STEEL 410 SHEET ACETAL SCREW ROOF STAND RAIL PER SEPARATE ENGINEERING BASE PAN (2) 810 x" SS 410 SMS (2) 814-18 SS 410 SNS X" SS 410 WITH WASHER 6 NUT CROSS MEMBER CROSS MEMBER �,..: 8081-T8 ALUMINUM 7.2"X2`XjA' 8081 TBALUMINUM 2X 2" X)V ROOF STAND PAC PER SEPARATE ENGINEERING C OSSMEMBE *.FONT VIEW D_. CROSS MEMBER SIDE VIEW . wAW }LLS. .. SECnONYfEW SC": OLTS.' Sgr.TloxvcEM+ NOW IrwhOws must enure that screw* used to fasten the tie.down cups with the unit base pan do not touch the Coll preventing any damage. ENGINEERING EXPRESS® 160 SW 12111 AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 (954) 354-0660 ENGINEERINGEXPRESS.COM AMANA SPLIT SYSTEMS Engineering Express® TER -16-3146.3a SECTION 4 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Cabinet Outside Dimensions Weight Range {lbs) Ground or Roof Height Lateral 'Pressure (Psf) Uplift Pressure (Psf) Max Fame (Ibs) Manz Overturn 1 (lbs -in) Max Tension (lbs) Uplift Force (Ibs) No - 23.0 23.0 25.7, 102 : _ Ground 42.7 0 175 6 2261.5 83 0 _23 0 23.0. ,.. 25.7 60'(80') 151.0 73 621.2 7998.0„ 503.2_._.._268.5. _..- 23.0 25.7 , 120' (150') 173.7 84.0 714,41.. 9197.8 . No 23A 23.0 .. ; 25.7 _585.6 200'(250') 192.9 93.4 793.5 10216,4 6555 .308.8 Bi. t32 26A ._,..,.26.0 325„ 103-131 . Ground...:." 42.7 0 250.6 4072.4 _. 137... _,.343.0 0 26A ' ,26 0 " , 325 _ .,.:' 60' (80'j : 151.0 73 886.3 . 14402.6.1. 7523 ._. 343.1 26b, .... _. .... ,26.0 325 ....... 120' (150'j . 173.7 .. 84.0 .1019.3. , .16563.3 874,0. 394.6_ 16A 26.0 _ 325. : 200' (250' 1929 93A 11322. 18397.5 977,3 . 438.3_ . Cl, f9.0, , "29 0 --.40.0 142-184 Ground 42.7 0 344.0 6880.7 209.7 0.0_ ,_ . 29A 29A 40.0 .. ` 66' (807 191.0 73 1215.7 243343 :1076.4 425.8 ' 29A M.77984.0 1399.2 27994.8 1250-3 ! 490.9 29.0 ,... 29 0 .• 4D.0 , . - 200' (250') � 192.9 93 4 .: r 15541 .; .31083-9 1398.0 '' :i 545.2 D3. DI, D3, D4, 0% Db 355 355 41.8 204-306 - Gnound 42:7 0 439.6 91760,. 218.3 0.0 355151.0 73 1554.6 32452.0 12733 639.6 355 " 355 .� 41.8:.... ", 120'.(150) 173.7 840 1787.8. 37320.3 11,1482J._ ... 235:5. . 355 355 , ...:. 418 200' (250'} i92.9 93.4 1985 8 : 41453.3..: 16599 :.:, : 817.0. ` Calculations perfomred according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes, PANEL INTEGRITY SUMMARY Cabinet _ Hoof *, Height Horizontal Strapping wired Strap WLL (Ibs) _ .. Chassis hoof Height Horizontal Strappir� Re uired ' Strap WLL (Ibs) ; Al 60'(80') No - Bl 60'(80') No - 120' (150') No' - 120' (150') NO o 20Q'(250!)! No - 200' (250') No 112 60'(80 No, _ . _.... _..- Ci 60'(80') No _ - 120'"(iso'} No - 20' (150') No 200' (250'),No - 200' (250') NO - C2 60' (80') No C3 60'(80') No 120' (150'): No - 120'(150 No 200' (250').: No - 200'(250') No C4 60'(80-) Yes _700_ CS 60'( 80') No - 120' (150') :. , Yes 700.... 120'(150'), No 200'(250') Yes 700 z00' {250') NoJ. D1 60:.(807 ._ Yes. ..700., D2 60'(80') Yes 700 12o' (150') Yes 700 in, (m) Yes 700 200' (2507 ` Yes 700 200'(250').: Yes :: 700 ...60' (80'),.: Yes . 700 D4 60' (80') Yes .. 700 120'(15Uy; Yes 700 120'(1507 Yes 700 200' (2507 Yes 700 200 (2507 Yes 700 D5 60' (80') Yes 700. D6 60'(801) Yes 700 i2o' (15o').i Yes 700 12014501), Yes 700 200' (250') . Yes ; 800 200' (250') Yes 500 note: cabinets consisting of grilles as a side covers instead of louvers are not required to have hodkonfal strapping at any height ENGINEERING EXPRESS 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS.COM Page 4 SPLIT SYSTEMS CABINETS & DIMENSIONS Amana lWodel talo..: W / D (in.) H : (in) Cabinet A(SX)t130181 23.00 .25.75; Al A(S,N)X130241 ' 26 00 2750: ------------- _ $1 A(S.14)C130301 26.00 ^.0 21.50: _ B1 . A(S.N)X130361, :.28.00 ` 27.50 B1 A(S,N)X130421 29.00 , 36.25 .I C3 A(41W)X1304B1., +.29.001 36.25_: C3 A(S,N)X130601 29.00' 40.00 C6 A(S.N)XJ3Wl j 35.50 h38.25. �,.._ D5 A(S,N)X140181 26.00 ; 27.50; B1 A(S,N)X140191 26.00; ::27.50 B1 A(S,N)XUW41 ill. 50; '. 27.50 B1 A(S N)X140251 26.010 :32.50. 82 A(6 )Xi40301 2900 *"P.W C2 irtjX140311 , !2900 i 32.50 C2 A(S,N)X140361 2900 32.50 C2 A(S NJaS1A0371 .2900 ' 32.50 C2 A(S,N)X740421 29.00 36.25 - C3 ,A(S N))(f40431 '2900 '3625: C3 A(S,N)X140481 ::3550' 3625' D1 _A(S,N)X140W1 35.50. X25.D5 3625 i�.SXCi60241 29.00' ;32.25 C2 ASXCf60361 _... 29.00 ; 38.25 s , . C2 ASXCIISM-1 35 50 x.25 D1 ASXC180801 35.50;1.38.25:. D3 ASX160181 211.00: 32.25- C2 NOW Illustration selected for dimensional purposes .Eng! Amone Model No. W / D (in.) �H (in) Cabinet j I-ASX160241 29.00 32.25 C2 :ASX160301 29.00 3625 C3 ASX160361 29.00 ` 38.25 C6 ASX160421 35.50:' 36.25 D1 ASX160481 35.50 36.25 D5 ASX160601 35.50 38.25 D3 ASX160611 35.50 38.25 D5 ASX160311A :29.00 38.25 C3 ASX160371A 35.50 36.25 Di ASXC180361 35.50 38.25 D3 ASXC180481 35.50 38.25 D3 ASXC180601 35.50 38.25 D3 AVXC200241 35.50: 38.25 D4 AVXC200W1 '35.50 38.25 24 AVXC200481 35.50 41.75 D6 AVXC200601 35.50 41.75 D6 A(S,N)Z140181 29.00 '34.50 C1 . A(S,N)Z140241 < 29.00 34.50 C1 A(S,N)Z740301 , 29.00 36.25 C5 A(S,N)Z140361 29.00, 3625 C5 A(S,N)Z140421 ' 35,50 39.75 D6 A(S,N)Z140"! 29.00 36.25. C5 A(S,N)Z140491 35.50 34.50 D2 A(S.N)Z140601 ..;.35.50 .34.50 . 38.25 D2 AS 160181 29.00 136.38 38.25 C5 Express'& ( TER -16-3146.3a Amana Model No. V /D {in.) H (in) Cabinet ASZ160241 _... ' 35.50..34.63.: D2. MZ160301 35.50 :34.63 D2 ASZ160361 35.50 40.001 D6 ASZ160421 29.00 36.38 C5 ASZ160481 35.50..34.63 D2 ASZ160801 35.50 40.00 D6 ASZC160241, 29.00 38.25... _C4 ASZC160361 35.50 38.25 D3 ASZC160481 35.50.. 38.25 D3 ASZC760601 35,50 38.25 D3 ASZC180361 3&50. 38.25 D3 ASZC180481.' 35.50 38.25 D3 AS7C180601 35.50 38.25 D3 AVZC200241. 35.50 38.25 D4 AVZC200361 35.50 41.25 1 DB . AVZC200481 35.50 41 . .25-1 06 AVZC200601 35.50. 41.25 D6 A(S,N)Z14019 _ ... 29.Q0 34.50 C1 A(S,N)Z14025 29.00< 34.50 C1 ._ A(S,N)Z14031._ 35.50 34.63 D2 A(S,N)Z14037 35,50 40.00 .... D6 AVZC1180241A__ 29.00 38.25 C5 AVZC180361A 29.00 .3825 .C5 , AVZC180481A 35.50 . 38.25 D2 AVZC180601A 1 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 stricture. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. The supporting host stricture shad be designed to resist all superimposed loads as determined by others on a site spectfic 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 stricture 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, cwftmination, and other such damage at all times. Fasteners must penetrate the supporting rnernbers 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 missAe impact debris requkernents which typically are not required for this type of product All of the wind resisting exterior panels, Individually meet or exceed that capacity to resist the design wind loads as stated in the calculations as required by the Florida Building Code Fifth Edition (2014). Due to the indeterminate nature of these units, distortion and deflection Carnot 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 integrityfor hurricane wind focus. ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Certificate of Product Ratin AHRI Certified Reference Number: 9104189 Date : 05-22-2019 Model Status: Active AHRI Type: RCU-A-CB Series: ASX16 Outdoor Unit Brand Name: AMANA Outdoor Unit Model Number (Condenser or Single Package) : ASX160371A' Indoor Unit Model Number (Evaporator and/or Air Handier): AVPTC37C14A" 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 manufacture Rated as follows Air -Conditioning:. SEER.. 16.00 of this AMANA product is responsible for the rating of this system combination. or - Single or High Stage (95F) : 13.00 edition of btu h`1 35000 �L, ng J� 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. Retinas that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown alona with the orevious Ii.e. WAS) ratina. 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 are 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.ahridirectory.org, click on "Verify Certificate" link µ.e 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. ...... 02019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE No. 32o..... srss4�