Loading...
MC-19-1561Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue`Date: 07/17/2019 Location Address Parcel Number 225 NW 111TH ST, Miami Shores, FL 33168 1121360010670 Contacts Permit No.: MC -07-19-1561 Permit Type: Mechanical - Residential Work Classijicabon.::A/C Replacement Permit Status: Approved Expiration: 01/13/2020 RODRIQUE & JACQUELINE CYRIAQUE Owner MILESTONE AIR LLC Contractor 225 NW 111 ST, MIAMI SHORES, FL 331683301 JOHN KUEFLER 4715 SW 51 ST, DAVIE, FL 33314 Business: 8669022111 Description: A/C CHANGE OUT Valuation: $ 3,984.74 Inspection Requests: r-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.09 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $89.47 Scanning Fee $9.00 Technology Fee $3.49 Total: $159.25 Payments Date Paid Amt Paid Total Fees $159.25 Check # 1276 07/09/2019 $50.00 Check # 1445 07/17/2019 $109.25 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 / / Agent Date July 17, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department J L 01 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 / F-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING EZMECHANICAL ❑PUBLIC WORKS . 10 - FBC 20 hC Master Permit No. MC' -0 1 9` I G61 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/ParcelM d -2- / .3� -00) '® fv 7 Q Is the Building Historically Designated: Yes NO Occupancy Type: ��aK / Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): Address: -2 �7 (�- .0 U2 J G City: 421 f � Tenant/Lessee Name: Email: State: ne#: 7S -9 CONTRACTOR: Company / C7ompany Name: h �`� Phone#: � // C Address: �-F ! S--5 6 City: — Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: _ Address: /000 Value of Work for this Permit( $ Type of Work: ❑ Addition Zip:,'-? Q 1 V 7 Phone#: 7 ©� Z1 C/ CertificAe of Competency #: one#: 1C) "C -- / i S re/Linear Footage of Work: Alteration New ❑ Repair/Replace Description of Work: i 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 $ ' 2 S7 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 �to_/ OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 by �- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �� Print: _ /`i1� /% 10JOY CETTON Seal: �o`'0.`WV'nNotary Public -State of Florida a Commission # GG 255975 y,��o.�' MY Commission Expires September 06, 2022 ****************** APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 l/ , by K>who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: JOY CETTON . 1PaY P4g �i If's Notary Public -State of Florida Commission # GG 255975 'N �S My Commission Expires Sign: Print: Seal: ******************************************************* Plans Examiner Structural Review Zoning Clerk 7/3/2019 Property Search Application - Miami -Dade County THE "I"FFIG v EU `6E 0 PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0670 Property Address: 225 NW 111 ST Miami Shores, FL 33168-3301 Owner RODRIQUE CYRIAQUE &W JACQUELINE Mailing Address 225 NW 111 ST MIAMI SHORES, FL 33168-3301 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,783 Sq.Ft Living Area 1,295 Sq.Ft Adjusted Area 1,566 Sq.Ft Lot Size 7,500 Sq. Ft Year Built 1952 Assessment Information Previous Benefit Type Year 2019 2018 2017 Land Value $169,335 $161,028 $161,028 Building Value $108,994 $108,994 $108,994 XF Value $442 $448 $454 Market Value $278,771 $270,470 $270,476 Assessed Value $87,070 $85,447 $83,690 Benefits Information Previous Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $191,701 $185,023 $186,786 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description I 1365241 NEW MIAMI SHORES ESTS PB 51-80 LOT 19 BLK 3 LOT SIZE 75.000 X 100 OR 15667-3635 0992 4 Generated On : 7/3/2019 Taxable Value Information Previous 20192018 OR 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $37,070 $35,447 $33,690 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $62,070 $60,447 $58,690 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $37,070 $35,447 $33,690 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $37,070 $35,447 $33,690 Sales Information Previous OR Sale Price Book- Qualification Description Page 09/01/1992 $0 15667- Sales which are disqualified as a result of 3635 examination of the deed 12/01/1989 $60,000 14379- Sales which are qualified 1122 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.miarnidade.gov/info/disciaimer.asp Version: NeWA#i Pia oro (tNb a8wk) Irmilate, Rego Ali Base: Now V, CoQ Base top Smoke Debedw to Gore Neu ancy grain Part . ZZ 1866.902-2111 Fax: 854.847.3631 www.MilestoneA[rFL.com info@mllestonsairfl.com License M CAC 1819840 Cwxlenw Vaal! Bracket Thm WSW Conder w Wall Bracket i � w Fj ESTIMATE STALL C)aw Job #: `d5 11 (P v Package Unit Mobile How Paotage Untl On Grakind Packap Wit on Roof age Unit on Wall Br elml New Refrigerant Lines UV4J9ht RewnneaTo Elating L -"s Liquid Line Sire_ tip suction Line spa Insulate Suction Lind (Ar MAex) New Drain Une Now Duct System ( See Mans) Add New.Supply.Duc t (See plans) Add New Piturn D66Q*19;4- Reconned to gxistfnq Ductwork lav-ugm p Wwr Ar Pt ftaticn System Batant*Alr Flow NOW Rat," Gre Roptaoe A6 SupptyAir Grills Replace Supply Air Riser (Plenum) New Electrical Whip Naw a Mwnidls#at a Atu d t atAnti Filter Racit tavw Line Chose Cow Condensate Pump 115v 24tl+r M v r _AMP D M nnak t or reaker at Conti mw C OPTIONS # 2 EXISTING UNIT MEASUREMENTS BRAND �..... Condenser TONNAGE CONDENSER' UNIT _, Air Handler AM HANDLER UNCI Closet (HalWxD) PA;CKAQVUNIT HEATER ���''L-0 SERVICE CONTRACTS i�il YEARS 4F WARRAN'i1" I Tote, E+ Includes 2 artr►t,al malnWonce vtsils Labor I Parts I C fsmswr' �ff�C bl � cheek aompfete systeM & ffinh &ain line RLWVAL Dow: 1.sans t145 1 $m WS DATEINSTALLED-, . Hats; CI CoA t l e e€ayAtoxittre Quality Air of America to charge tie Rated credit card for Paid by ❑ Cash []Check* p v` pMastar Card Norm on Cajrd. Date CG # 6e'wm'�to kir � not of arse irlswe u w Rie ,w yu ... 107 - 0tru� Q AMEX ❑ DIscover GvV DL# k apt rsfM or cha Tsvww "ft or+ 0wooftwo Vtlh m9ard tD or an amp to ABY Ow chwo" rowwooed abo" kx* wkv of 4npwmbw oxe % ft3oww w + kir my age rp *f*n rogues we rwrovw. Date: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 DATA 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. p� Job Address (where the work is being done): 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 10 [] Contract Attached: YES P/ 1. 2. 3 goose• UNIT BEING REPLACED DATA NEW UNIT ••••.. MANUFACTURER rAq Minimum Circuit Ampacity (Wire Size): -sc 6 ` ••••-• -• ..... AHU or PKG. UNIT MODEL # Maximum Overcurrent Protection (Fuse/Breaker Size): c . .. • Q L/ 4 COND. UNIT MODEL# Z KW HEAT • • •: •. -fT ,) NOM TONS •geeg• c AH CU PKG 1) M.C.A AHU U PKG AHU je7U PKG 2) M.O.P AHU t CU PKG AHL?- CU PKG 3) VOLTS AHU72 CU PKG PKG UNIT / / PKG 'bKI ,b EER/SEER / YES REPLACING DUCTS YES N YES N REPLACING THERMOSTAT YES NO .... YES' NEW4"CONCRETE SLAB YES • N •••• YES NEW ROOF STAND YES '• 0 gee • YES NEW RETURN PLENUM BOX YES • g •: • • • 1. 2. 3 goose• 4. Size Disconnecting Means: e e • .. • . e • Contractor's Company Name Phone: • g*000 e g • State Certificate or RegiZ(Q'Qa�'s o.C�F'-iC f�/_`� Certificate of Competency No. Signature Date: signature) (Revised02/24/2014) ••••.. Or - Minimum Circuit Ampacity (Wire Size): -sc 6 ` ••••-• -• ..... Maximum Overcurrent Protection (Fuse/Breaker Size): ...... . .. • ..... Voltage of Circuit (208/240/480): r2 `� • • •: •. -fT •geeg• 4. Size Disconnecting Means: e e • .. • . e • Contractor's Company Name Phone: • g*000 e g • State Certificate or RegiZ(Q'Qa�'s o.C�F'-iC f�/_`� Certificate of Competency No. Signature Date: signature) (Revised02/24/2014) 16 ENGINEERING EXPPESSs w,".A.T. FNp,ess Pradwci Evatuation Report) 160 SW 12TH AvE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 364-06601 Et%:GINEERINc-EXPRESS.COM REPORT HOLDER. Technical Evaluation Repoft DIVISION., 23 08 00–COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PIE TO BE VALID FOR USE (Issued February', 2018 Subject to Renew Marc 31, 2020) for next code cvrie chance) GOODMAN COMPANY, L.P, 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA Amana 877-254-4729! 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 30115, FBC Building Ch. 16, ASCE-7-101 FBC Existing Building sections 707.1, 707,2, FBC Building 1522.2, and FBC Residential M1202J, M1301.1, FS 471,025, including Brmvard County Administrative ProvWons 107.3,4. The product noted on this report Dort has been tested and/or evaluated as summarized herein. IN ACCORDANCE VATH 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 andfor rational analysis to quality the following design criteria: 0 Maximum allowable unit panel wind pressure connection integrity 0 Maximum allowable up'll't, 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 speclfications. 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 lWtations 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. TFR Florida Building Code Sixth E 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. 229a 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 ft)lk)w manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to ttie following design limitations, ASCE-710 Exposure Categories C & D. Up to and including 176mph (Vuk) for up to 200'MRH**, HVHZ*** Up to and including 170mph (Vult) for up to 250' MRI -i–, HVHZ— Up to 200mph (Volt) for up to 56' MRH'". NonVHZ— EXP C Ground or Roof Application per installation instructions –Mean Roof Height —High Velocity Hurricane Zone Maximum Rated Wind Pressure- 119psf Lateral 93psfUplift (ASD) Site specific wind analysis may produce alternate ?imitations provided maximum rated wind[}r!SipuEojs not exceeded. ABOUT ORIGINAL SIGNATURE tNO RAISED NAL .... OR DIGITAL SEAL REQUI1-0-BE VALID PER CODE:.., 1.00 0000a 0--00 0 0..04 : 000 0 60:0 0000 0000 • Frank L. Bennardo, P.E., SE$*: tJ Signed b;1! Checked: ENGINEERING EXPRESS® / ' ordon p &Ailsto, PF FL PE #0046549 FLCA $8S' FC PE #82328. :0 00 NOTICE IF THIS PAGE RQE4 WJ PQNL" AN QR!filN& S19 JAGINEER SEAL; If THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT 15 PART OF A DIGMALLY 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 10R THS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT, The FSC 17 defines APPROVED SOURCE (Serctmn 202) cs: :An inaeoprideni person, Jinn or =Poraticn, apprumd by 1w toirdilg offic ---. Vho Is corip"tent and exWiew"d ri In6 applitation of on PrInCiPJe,5 40 materials, r1*tth,-,d9 or systems analys0s.'Er'.9inswing CxptessO pmfesswals ateel the competency reauiremnls as defined -i the FSC and car st-ol their 'w", Engtnimring Express&: is erigaged In oori&c4ing and prwding engineering eve,tiaticns of iong.p-olomert and full, sc:ale tnAdvg sy gemi toUv, AMANA SPLIT SYSTEMS Engineering Express I TER -16-3146,3 SECTION 2 PRODUCT INSTALLATION Condenser Onit; Roof or ground structure 1 substrate (concrete, steel, see schedule below) TIE -I' 9WN STRAP & CLIP SCHEDULE Tie -down clips. See tables below for specifications Cabinet Roof New ExpC Roof Hftht• Tie -chum rxp0 Straps Strap WILL (Ibs) Tie -down) ' clips. 'fatal Al GroundGr and 0 NA 4 . ,_�... 60' j831 29 1351 0 NA 8 1?y ism pcqgj 0 30 2011n 115:15(N 0 400 81,82 Ground W(801 Gmund 2.T 35 0 0 NA 400 4 a 12If 80' W 85 2 400 W,12501 1Wt9j 2 400 C1, C2, C3, C4, CS Ground I Ground 0 NA 4 60' 35`2 400 s - . �.,..... .. 1W 1 (0 01 2 Soo 2Dd (2501 115' 2 600 t}l, D2, D3, K 05, 06 Growd Ground 4 NA 4 60'(801 25 35`l ~2 600 8 W5M 60' (851) 2 600 2W 1iS' P 600 AKHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height* Exp C Roof Height* Exp 0 AnchorTyoe Concrete 1f8 Min 3,000 Psi A36 Steel 1/8" Min 6061-T6 Alum Al Ground Ground A N/A N/A 80- NJ B B 12Q 150 NLA B B 1W NA B B B1,82 Ground Ground A NLA N/A 60 UWJ ZY 3 N A B B 120` 1 150' NIA B 6 250' LA B B C11 CZ C31 Ground Ground _Y A N/A N/A 60"80 "' N/A B B C4, CS 120 N/A B B 2 ZSN A B B Dl, D2, D3,80' D4, D5, DS r-9ud A N A NA B NA 120' 150 N A {} 2 2S0 NIA B- 8, TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold roiled 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 CUM 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 112" 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 I'loodown StE@p Type- (for roof applications) Working Load Limit (WILL) 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 Strannfna) 1. Tie -clown straps shalt be wrapped around unit and root s4and rail, and shall be tightened using the buckle. Provide two strapsper unir. 2. Strap material shall be either high;stregft webbinj IM shall beo • • • • • compliant for exterior grade use if theyesntala plastic components, per • • FBC chapter 26, Or 1" wide 22ga ASj41i,V,J4 steel strap Aced witil ..... (2) #14 SS sms to the bottom of the stand mil. 3. For 200 MPH Non-HVHZ, use (2)' Wbf %traps, up til 56' MR4 .... ; Exposure C. 00000, •••• • • 0000 000• 0000• 06:09: • .00. • • • • • • Anchor jy2gs to Host Structure: • • • • 0000 • • • • • • A. —114" ELCO ULTRACON SS4 Anchor embettded 3" in 3i 000 psi • • • • 0000•• concrete. 2112" from edge minimum. 000000 B. —114" -20 UNC SS 316 screw min.112":romotips vrith?iut 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 EXPRESSO 160 SW 12TH AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954) 354.0660 ENGINEERINGEXPRESS.COM Copyrlght:D 2018 Engineering ExpressS, t Frank L. Bennardo PE, inc. Ail Rights Reserved AMANA SPLIT SYSTEMS Engineering Express I TER -16-3146.3 NOTES: I. 3"X2 -X1/$- ALUMINUM ANGLE SHALL BE 6061-T6 AND SHALL OVERHANG R° STRAP AND CLIP LAYOUT ROOF INSTALLATIONS MECHANICAL UNIT - UNIT DEPTH +--STAND SPREAD -} i rL I" MIN. + MECHANICAL UNIT ROOF MOUNTED PLAN VIEW TIE -DOWN CLIP PERSCHEDULE SPACED kT 1"I jj C 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) x- THRUBOLT W/ NUTAND 1.0 OD WASHER, 4. TIE -DOWN CLIPS FOR CABINETS EQUAL OR SMALLER THAN 26" WIDE SHALL BE LOCATED I° FROM EDGE MIN. N4FrI4AMrAi (2) #10 SM CUP, TYP. " MIN, SEE NOTE 4 TYP. STEEL STRAP PER SCHEDULE SECTION A -A' IE -DOWN CUP PER CHEDULE, SPACED T 1-, SEE NOTE 4 .LUMINUM STAND I -RAIL ANGLE, TYP. ATTACHED TO (BYSEPARATE RAILS USING (2) N` THRUBOLT CERTIFICATION) W/ NUT AND 1.0 OD WASHER MECHANICAL UNIT TIE -DOWN DETAIL (SECTION C -C') 3"X2"X-s/B" ALUMINUM ANGLE, TYP. ATTACHED TO RAILS USING (2) %- THRUBOLTW/ NUT AND 1.0 OD WASHER SEE NOTE 3 1/2- MIN, _... 3 I -RAIL _. PARATE MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION) SECTION A -A' STAND I -RAIL (BYSEPARAT TIE -DOWN CLIP PER (2) #10 SMS PER SCHEDULE, SPACED CUP, TYP. Wore 000000• •,L • • t � �''NUf;��4 i • • • • • • • • ! -. 3"X2-x1/8-ALUIVTUM • • • • • • • • • • ANGLE, TYP. ATTACHED TO • • • • • RAILS USING (2l Y.° HRU0Ej (?f 2/4" THRUBOLT • • • • • • E W/ NUT AND 1.0 OD KM hEIV VWTH``��N".AND • • N) V?A57FIj'i9k CUP, TYp. MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION B•8') ALUMINUM ANGLE, MECHANICAL UNIT RESTING ON STAND RAILS TYP, ATTACHED TO SIDE VIEW RAILS USING, (2) %- Note: Inemliers must ensure thatScraws Used to fasten the tie -down tips With ft unit base pan d0 riot touch the coil preventing any damage. All THRUBOLT W/NUT places and installation parts per Miami Tech Hurricane kit#DGACUTD36K AND 2.0 OD WASHER ENGINEERING EXPRESS" 160 SW 1.2T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright 02018 Engineering Express(& ; Frank L. Bennardo PE, Inc. All Flights Reserved AMANA SPLIT SYSTEMS Engineering Express' TER -16-3146.3 . . . ...... . ... - 22 CA (0.0291' Fu.s561= MIN.) AIC HOU'S'LN i TSG SECTION 4 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY I-X229A 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 %' LONG MIN, SMS AT EACH STRAP END TO UNIDERSIDE OF I -BEAM Cabinet Outside iiimensions Weight Range (Lbs) Roof Roof. Height' Height* Exp C Exp b Lateral Uplift Pressure Pressure (Psf) (Psf) Max Force (lbs) : Max Max Overturn Tension (lbs -in) (I6s) Uplift Force (lbs) D(in). W (in H00- in2310 Al ...... _... 23,0 234 25.7 102 Ground Ground 43.0 04 176.5 2268:1 .. 98:6 0.0 .23.0 23.0 25..7. 6o' 80' 25' 35' 92.6 73.1 380.0 7970.2 346.5 26815 230 234 25.7 1.20' (150'} 60'185-) 106.5 84.0 437.2 9166.3 398.5 308.6 ...23.0 23.0.. 25.7 200'(250') 115'(250') , 1183 93.4 ...4W6 10185.9 442.9 343.1 B2.82 26.0 .26.0 32.5 - 103-131 Ground .: Gr.OUnd 43.0 .. ,0.0 . 252.3 4100.3. 157.7 0,0...., 26:0 26.0 32.5 so. 180') 25'(35') 92,6 731 543.2 132874 511.0 343:1 264 26.0. 31.5..::. 120' (150') 6D' (85'} . .. 106.5 8450 624.9 , 15281.7 587,8 394.3 260 26.0 32.5 200' 250'}':X15' 150') 1183 93A 694,2 ` 169806 653.1 438.5 C1; CZ, C3. C4, C5 29.0 294 40,0 142.184 Ground Ground 43.0 04 346A 6927.$ 238.9 0:0 29.0 :29:0 40.0 60' 80' 25'.(35')_,.. 92.6 : 73.1 745:7 21107.8 727.7 426.8 29.0. 29:0 40.0 120'.(150) 60' (851) 106.5 844 11857.0-1142719 837:0 ' 490.6 29.0 29:0 400 200'{25C') 115;(150') ..118.3 ,.. 93.4. ...9534 269689 930.0 .545.5 01, D2, D3. 04, D5, D6 353 35.5 41:81 206-306 Ground Ground 43.0 0.0 442.6:: 92389 260.2 0.0 35.5. . 35..5. 41.8 60' 1$0' 25'(35'): 92.6. 73:1. - 952.8 312419 $804 639.6. -35.5 35.5 41.8 120' (ISOs Swiss.) 1065 84.0 1096.2 .35931.,1 1012.1 .735.1 35.5_ 35.5 :41.8 200' (280' 115' (150' _.1183 ... 43.4 1227.6 3992G.6 1124.7 817.4 ' Mote: Calculations performed according to the information provided by the client PANEL INTEGRITY SUMMARY Cabinet. Roofs' .; Height Fx C Roof* Height Fmp :. Horizontal Strapping Required i Cabinet Roof* Roof* Height Height C Exp'D Horizontal ' Strapping Required Al 60' (W) 25' (35') No 81 60' (80') : 25'(35') No 120 (150') 6()' (SS` No 120' 150' ': 60'(851 No 200' 250 11TI 15011 No 2W (250? 115'(150) No 82 60' (80') 2S' 35') No C1 W (W) 25'(35') No 12V (15#) 60' (851) No 12U (1501); 60' 85') No 200' (25U) 115' ISO-) No 2401(250'); 115'(150') No C2 60'180135'L28'(No C3 60 (80') 25' 35'} Na 120`(150') 60' $S' _ No 120'(150') 60'. 85). ......No...._: 2417 (250') 115 (150' No 2W 250') 1W(150)1 No C4 60' 80' 25'(35') No CS 60' (80') 25' (351 No 120' 1517` 60' 85 No. 1W 150') 60'($5'};; No .: 200'(2W) 115(150') No 200'(250') 115'.(1801) No D1 60'(80'), 25' (35': No D2 60 80 25'(35') No 120' (15(Y) 60' (85') No .120 150') W 85' No 200' (250`) 115' (15(Y) No 200'(25V) IIV (L5M No D3. 60' 80 25' (35') No D4 50' (80') 25'(35') . No 120' (15(1 60' (85' No 200 2 115'(150), No 120' (180') .60' (85') No 2W (250` 115'(W) No D5 60' (80') 25'(35' t o D6 60'(W), 25'(15) s No 120' (150) 60' (85) No 120' (15O') .60' (85') . "No* 200'(250) 118'(150') No 2430'(250') 115'{15d) Na ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354-0660 ENGINEERINGEXPRESS.COM Copy6ghtC)2018ErigineenrgEzpressO Frank L. Bennardo PE, Inc. All Rights Reserved •••• •••• • • •••• •••• ••••• • ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354-0660 ENGINEERINGEXPRESS.COM Copy6ghtC)2018ErigineenrgEzpressO Frank L. Bennardo PE, Inc. All Rights Reserved AMANA SPLIT SYSTEMS Engineering Expresso I TEFL -16-3146.3 CABINETS & DIMENSIONS Amatla Model No. W / D (in.) ' H ` (In) Cabinet A(S,N)X130181 23.00 25.75 Al A(S,N)X130241 `` 26.00 27.50 B1 A(S,N)X130301 26.00 27.50 Bi A(S,N)X130361 26.00 > 27.50: _ 81 A(S,N)X130421 29.00 36.25 C3 A(S,N)IM0481. 28.00 36.25 C3 A(S,N)X130601 29.00 40.00 C6 A{S,N)X130611 35.50 38.25 .', .D5 A(S,N)X140181 L26.00 ' 27.50 81 ;A(S,N)X140191 ,:26.00. , 27,56 '. B1 A(S,N)X140241 26.00 27.50 B1 ;A(S,N)X140251 26.00 32.50 B2. A(S,N)X140301 29.00 32.50 C2 A(S,N)X140311 29.00 32.50 C2 5A(S,N)X1410361 A(S,N)X140371 29.00 29.00 32.50 32.50 C2 C2 A(S,N)X140421 A(S,N)X140431 2900 2900 36.25 36.25 C3 C3 A(S,N)X140481 35.5Q 36.25 D1 A($,N)X1.40W1, 35.50 38.25 D5 ASXC160241 29.00 32.25 C2 ASXC160361 .. 29.00 38.25, C2 ASXC160481 35.50 :36.25 D1 ASXCIS0601 35.50 3825' D3 ASX160181 29.00 32.25 C2 ASXC180241 35.75 40.00 D6 1111 ASXCIS0361 35.75 40,00.D6 ,. D3 ASXC160481 35.75 :42.25 06 ASXC18W01 35.75 42.25 D6 ASX16`181A' 29.00 32.00 C2 ASX16*241A' 29.00 :32.00: C2 ASX16*301A* 29.00 .35.75 41.75 D1 ASX16*361A* ASX16'421A' 29.00 ` 35.50 39.50 35.15 D6 D3 ASX16*481A`35.50 29.00 39.50 D6 Amana. Model No. W/ D (in.) H (in) Cabinet Amana Model No. W! D (in.) H (in) Cabinet ASX160241~ 29.00 32.25 02 ASZ160241 35.50 ' 34.63 D2. ASX160301 29.00 36.25 C3 ASZ160301 35.50: 34.63 D2 ASX160361 A$X160421 29.00.' 35.50 . 38.25 36.25 C6 D1 ASZ160361 ASZ160421 35.50 ' 29.OQ 40.00 ., 0 .3 368 _8 DB C5 ASX160481 35.50 36.25 D5 ASZ160481 35.50 34.63 D2 ASX160601 35.50 38.25 D3 ASZ160601 35.50 40.00 D6 ASX160611 35.50 38.25 E5- ASZC160241 29,00 38,25 C4 ASX160311A 29.00 38.25 C3 ASZC160361 35.50:t 38.25 D3 ASX160371A 35.5D 36.25 D1 ASZC160481 35.50 38.25 ' D3 A.SXC180361 35.50 3825 D3 ASZC160601 35.50 38.25 D3 ASXC180481 35.50 3825 D3 .:ASZC180241 35,50 40.00 06 ASXC180601 35.50 38.25 D3 ASZC180361 35,50 38.25: D3 AVX0200241 35.50 38.25 D4 ASZC180481 1 35.50 38.25 ,. D3 AVXC200361 35.50 38.25 D4 ASZC180601 35.50 38.25. D3 AVXC200481 35.50 41.75 D6 AVZC200241 35,50 38.25 134 AVXC200601 35.50 41.75 D6 AVZC200361 ... 35.50.. 41.25 D6 A(S,N)Z140181 29.00 34.50 C1 AVZC200481 i 35.50 41.25 D6 A(S,N)Z14024129.00 34.50 C1 t ! AVZC200601 35.50 41.25 D6 A(S,N)Z140301 29.00 36.25' C5 A(S,N)Z74019 29.00 34.50 C1 A(S,N)Z140361., . . N)402 5 29.00 34.50 1 C1. A(S,N)Z140421 35150 39.75 D6 _. A(S,N)Z14031 35.50 1 34.63 D2 A(S,N)Z140481 29.00 36.25 C5 A{$,N}Z14037 1 0 � 35.5»». 40.00 D6 », A(S,N)Z140491 35.50 34.50 02 A,. AVZC180241A � 29.00 ,. 38.25 C5 A(S,N)Z140601 35.50 .34.50 D2 AVZC180361A 29,00 38.25 C5 AS2160181 29.00 36.38' C5 I AVZC180481A 35.50 38.25 D2 .: AVZC180601A 35.5 38.25. D2' • • •• •• Note: The 4del�urabers on t&i•s page may •••• be followed b? Op totwo (2) AM1hp peck • • characters, thrid Eheracters will noteffect the • • • • • structural padsarrta W, since thewsfer to minor/major cMps not relatqi:�tq V* cabin,$ • • • • � structure. • •••• •••• ••••• •••••• • •• ••••• Note: illustrafoh selected for dimenfleral purpose' • • • • • LIMITATIONS 8r: CONDITIONS OF USE: • • • • • • Use of this product shell be in strict accordance with this TER as rioted herein. The supporting host structure shall be designed to resist ailisupwimposed 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 1DI9in thIA products resp tive anchdr • schedule shall be designed for on a site-specific basis by a registered professional engineer, No evaluation is offered for the host supporting stnxture by u%(fiient; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting componentswhich are permnertly 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. AD of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind bads 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 extemal 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 AIC contractor. All darnaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESSO 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 (954)354-0660 ENGIN€ERINGEXPRESS.COM Copyright 02018 EngineeringExpressS r Frank L. Bennardo PE, Inc. Ali Rights Reserved ru%W013 C E,o www.ahridirectory.org certificate of Product Ratings AHRI Certified Reference Number: 8245665 Date : 07-08-2019 Model Status: Active AHRI Type: RCU-A-CB Series: ASX16 Outdoor Unit Brand Name: AMANA Outdoor Unit Model Number (Condenser or Single Package) : ASX160421 F" Indoor Unit Model Number (Evaporator and/or Air Handler) : ASPT49D14A' 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 flus AAMANA product is responsible for the rating of this system combination. Rated as follows iti accoritartice with the latest edition of ANSI AHRI 2,1,01240 with Addenda 1,and t2_ Performance Rating of Unitary f S. F i s.":a ,.,.. r; i4 1 i � Air -Conditioning& Air -Source He6t'Pum .E ui ment.an "sub'ect to rafin accura party testing. p q p ) g cy � AHRI sponsored independeht�t �lrct Cooling Capacity (Q),4 Sin or High Stage (9� #), btO 41000 SEER 16.00Of A EER (A2) - Single or High Stage (95F) : 13.00 •••• • • •••Y 6•••• •••••• •• ••••• • •Y•••• • • t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering foAsate,al; new modelstat4ore being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Partici"fiiltno longer p"&c9hg BUT iset6N • sellingor offering for sale. • 9 ••�• • •• ••••• Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the Dreviou_s (ie. �IE,S) rating. • • DISCLAIMER • • • • 0 AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to,:gpones no respotsibility 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 iVhe • • • • • • • directory at www.ahridirectory.org. • • • • • • • TERMS AND CONDITIONS :d, This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personaland confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminat 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.ahridirectofy.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, Is listed above, and the Certificate No., which is listed at bottom right. „- "2tl708b402W7578,�R W ©2019Air-Conditioning, Heating, Refrigeration Institute 'CE1tTIFICATE NO. ILwhich and v �:,> , ,- CERTIFIEDO www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 8245665 Date : 07-08-2019 Model Status: Active AHRI Type: RCU-A-CB Series:ASX16 Outdoor Unit Brand Name: AMANA Outdoor Unit Model Number (Condenser or Single Package) : ASX160421 F* Indoor Unit Model Number (Evaporator and/or Air Handler) : ASPT49D14A* 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 i accordance with the latest editidn of ANSI/AHRI 210/240 with Addenda 1„and 2 Periomlance Rat<ng of Unitary - i f It r "Ai f I .... ,,f!1r Air-Con ditionin 9 AfrSourceHs t Pum .Equipment and subj ct to rating accuracy[ bby indeperident ttiitb pgr� testing p AHRI-sponsored; ; �S :..; Coofng Capacity (A2) ;Single or High Stage (95F), btuh �: 410p0-moi SEER. 16.00 EER (A2)- �o� Y i�vf - Single or High Stage {95F) 13t3fl 0000•• •• 0.000 • 0.000. • • t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering fob sate 89 new mrY 9 1fitt are beinj marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program ParticiR&PIs no longer plotlSdng BUT is"IM •+ 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 Dreviotss fZe �S) ratini .++ 68+99 •• •• 0000 0000• DISCLAIMER • AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as toOdh@:Agmes no respdhsibility for, • 0 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 prodyct(s), or ttwe 0 • • unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the :****a • • directory at www.ahridirectory.org. 0 0 0909*: TERMS AND CONDITIONS • • •AMThis 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.ahridirectory.org, click on "Verify Certificate" link we,nake life bettey— and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is Ilsted above, and the Certificate No., which Is listed at bottom right. 732070800023607578 ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO..