Loading...
MC-19-2359Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address LIM Issue Date:10/15/2019 Parcel Number 1080 NE 104TH ST, Miami Shores, FL 33138 1122320290200 Contacts Permit NO.: MC-10-19-2359 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved FExpiration: 04/ 13/2020 SHORES 104 LLC Owner Jose C Yanes Air Conditioning & Contractor Appliances, INC. Business: 3057788787 REMY@QUILLIOT.COM Jose Yanes 1021 NE 132 ST, North Miami, FL 33161 Other: 3058953565 jyanesa.c@gmail.com r7-4949 ReDescription: INSTALL NEW AC SPLIT SYSTEM AND NEW AC Valuation: $8,000.00 uests: on R DUCT WORK Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $4.20 DCA Fee $2.80 Education Surcharge $1.60 Permit Fee $230.00 Scanning Fee $3.00 Technology Fee $7.00 Total: $303.40 Payments Date Paid Amt Paid Total Fees $303.40 Credit Card 10/15/2019 $253.40 Credit Card 10/07/2019 $50.00 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 permijL assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE ICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS d FIDA�T:! I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c . stfa�tion and zoning. Futhermore, I authorize the above named contractor to do the work stated. Au ri�edtilature: Owner / Applicant / Contractor / Agent Date // October 15, 2019 Page 2 of 2 J. Miami Shores Village � 0A07 2 Building Department BY:- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 y�FBC 20 BUILDING Master Permit No. 1 IC —03 PERMIT APPLICATION Sub Permit No. I Ac lo-I� ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑■ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:1080 NE 104 Street City: Miami Shores County: Miami Dade Zip• Folio/Parcel#:11-2232-029-0200 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):SHORES 104 LLC Phone#:305-778-8787 Address:1080 NE 104 Street City: Miami Shores State: FL Tenant/Lessee Name: Email: remy@quilliot.com CONTRACTOR: Company Name: Address: N City: A C -Fy�\ hA�- CGW - State: Qualifier Name: C.—A 4 State Certification or Registration # DESIGNER: Architect/Engineer: Scott Address:400 Kings Point Driv p: 33138 e#: hone#: / 06— (e E3 —133 ys of Competency #: Phone#: 786-546-5046 city: Sunny Isles State: FL zip: 33160 Value of Work for this Permit: $ 0O Square/Linear Footage of Work: Type of Work: ❑ Addition kAlteratiRTNew ❑ Repair/Replace ❑ Demolition Description of Work: _ l h4 �� h 0'-w SO I• NW r (x-F n n �K Specify color of color thru tile: a Submittal Fee $ �� 1 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $. Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ '-T' $ 2 S3- Zfd 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 aplgrbved and aqY09pection fee will be charged. Signatu NER or AGENT The foregoing instrument �was acknowledged before me this day of (v . 20 / 9 by Remy QUILLIQT , who is personally known to me or who has produced Florida ID identification and who did take an oath. NOTARY PUBLIC: Sign: /U 6 AA k�w 7i,," Print: ; 'iir'6� •.. SARAMONTERO Notary c a Commission # GG 254192 Seal: lit'' My Comm. Expires Sep 1, 2022 Bonded through National Notary Assn. Signature aCT The foregoing instrument was acknowledged before me this day of )C�2 20 1 9 by .G/ �n �1 ( A&fs. who is ser onall know to rife or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Public -State oT rionaa Commission # GG 254192 My Comm. Expires Sep 1, 2022 Bonded through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk 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): Jo n NJ! 10 `( S.14.0rlS 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 ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER 0 rky e. e r AHU or PKG. UNIT MODEL # COND. UNIT MODEL # 2 C .-(j KW HEAT 20 K /. NOM TONS 4- AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER �e , YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): v �Comy i°/ 6 6 A mt�- 3. Voltage of Circuit (208/240/480): ` t`LO 4. Size Disconnecting Means: Contractor's Company Name: , ns e 0—�Ctw P Phone: 7��(1, "' State Certificate or Registration N Certificate of Competency No. �� �� % P 15_j Signature Nut Date: Ve I , %,, W% ualifier's s ature) (Revised02/24/2014) Detail by Entity Name Page 2 of 2 http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 10/7/2019 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-029-0200 Property Address: 1080 NE 104 ST Miami Shores, FL 33138-2656 Owner SHORES 104 LLC Mailing Address PO BOX 613248 MIAMI, FL 33261 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use Beds / Baths / Half 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT 3/2/0 Floors 1 Living Units 1 Actual Area 2,473 Sq.Ft Living Area 1,848 Sq.Ft Adjusted Area 2,143 Sq.Ft Lot Size 8,250 Sq.Ft Year Built 1951 Assessment Information Year 2019 2018 2017 Land Value $288,964 $288,964 $288,964 Building Value $190,941 $190,941 $190,941 XF Value $5,014 $5,081 $5,150 Market Value $484,919 $484,986 $485,055 Assessed Value $484,919 $292,871 $286,848 Benefits Information Benefit Type 2019 2018I 2017 Save Our Homes Cap Assessment Reduction $192,115 $198,207 Homestead Exemption $25,000 $25,000 .............._ Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EVENINGSIDE PB 44-53 LOT 6 BLK 2 LOT SIZE 75.000 X 110 OR 20677-0902 09 2002 1 COC 25022-2168 10 2006 1 Generated On : 10/7/2019 Taxable Value Information 2019 20181 2017 County Exemption Value $0 $50,000 $50,000 Taxable Value $484,919 $242,871 $236,848 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $484,919 $267,871 $261,848 City Exemption Value $0 $50,000 $50,000 Taxable Value $484,919 $242,8711 $236,848 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $484,919 $242,871 $236,848 Sales Information Previous OR Book - Price Qualification Description Sale Page Financial inst or "In Lieu of 01/18/2019 $524,500 31307-3860 Forclosure" stated Federal, state or local government 10/19/2018 $467,600 31192-2954 agency 10/01/2006 $556,000 25022-2168 Sales which are qualified 09/01/2002 $220,000 20677-0902 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/7/2019 Certificate ®f ProductRatings AHRI Certified Reference Number: 10360207 Date : 10-04-2019 Model Status: AHRI Type: RCU-A-CB Series: PERFORMANCE 17 AC 2-STAGE Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : 24ACB748A*031** c.. n,G Indoor Unit Model Number (Evaporator and/or Air Handler) : FV4CNBO06L 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 ali regions •••••• until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in fey n(s) for which they meet the regional efficiency requirement. ' see* 0 e•*' • • - - - •••••• -- The manufacturer of this CARRIER product is responsible for the rating of this system combination. • • • • • • • • ; •••••• Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Ratipg of Unitary • • • Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, iT W parlij teQU: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 48000 SEER: 17.00 T EER (A2) - Single or High Stage --- ^tarnhrl,rL6V1A I L7 BY ly— • C' � �.r t, T t e;T I ;s,hif't1�N� 1�n l 1VJG CT 7 Q19 BY: ' ' f"Active" Model Status are those that an AHRI Cerfifloation 1'rog[am-Participant-is currently p ucmg AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."P/odifctibri 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 reaccompanied by WAS i dicate an -involuntary re -rate. The new Dublished ratina is shown along with the orevious (i.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.abddimctory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, am personal and confidential reference. AiR cOlGitOt-t1G, KEI►TfNG CERTIFICATE VERIFICATION •REFRIG IIAilOdRlSTITUTE The information for the model cited on this certificate can be verified at wti s6rk/hoctory.oM, click on "Verify CertMeaft" link we make life better"' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute { CERTIFICATE NO.: 132146854705888052 ENGINEERING EXPRESS EX.RER.T. (Engineering Express Product Evaluatlon Repon) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 j ENGINEERINGEXPRESS.COM Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC 111115 DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE 6 SEAL OF THE CERTIFYING PE TO BE VALID FOR USE REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA ' 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL.CARRIERENTERPRISE.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 8 RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to support this TER and is summarized in the sections that follow. • 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, 8 overturning moment for ground and roof applicat?ons Calculation summary for this TER is provided in the forces summary table. 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 In this report 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 Instaflafon 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 CARRIER models present in the table located on the final page. FiNISH: Baked enamel. sued January 1, 2018 Subject to Renew January 1, 2019) next code cvcle chance) TER-16-3190.2 Florida Building Code Sixth Edition (2017) •... •• NOTE: GRAPHICAL DEPICTIONS IN I%S�R�PQRT ARE FOR ILLUSTRATIVE . • PURPOSES ONLY. ACTUAL UNITS MAY OiFFER SLiGHjl."lf �PEiARANCE. • • ••..•• 000000 UNIT CASING MATERIAL: 669664, • • • 0.86mm galvanized sheet steel ASIf" § f3 EDDS"Ld.rtlled st gqI-�tqq��' removable top panel. 1.14mm galvgnjzie� sheet steel ASTM A653 M. - co'd rolled steel for base pan. 0.86mm9alvan1zed steefsxheQt ASTAJiA6b`3• for side protector louvers, secured w1tR #16-16 sheet metafslcrews Allblv • and base pan. • • • • •. • INSTALLATION: ...... Shall follow manufacturer specifications as yell as the Information proL wed, herein. • • • • • • • STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations; ASCE7-10 Exposure Category C, Risk N Up to and including 175mph (Vult) for up to 200' MRH•'. HVHZ"' Up to and including 170mph (Vuh) for up to 250' MRH•e. HVHZ'"' Up to and including 200mph (Vuh) for up to 56' 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 (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind oressure Is not exceeded ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRE BE VALID PER CODE: Frank L. Benna O, P ., SECB Signed by If Checked: ENGINEERING E&ee ordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE i, 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 LS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAS, THIS DOCUMENT 15 A COPY/DRAFT The FOC tT defines APPROVED SOURCE (Section 202) as: 'An independent person, farm or coWra',ion, approved by the buideig 19nda!, who is ccmpaienl Ana t9wienced in Mg'w e application of engerin; pflnaPleS to materials, methods or systems analyses.' Enspneenng Express® prote5sionals meet the competency requirements as defined in pre Far wid can seat In& work Entpnaering Express® is regtda»y engaged m conducting and providing en{pneering evatualilm of single -element and tun -scale buftng systems CARRIER SPLIT UNITS Engineering Express' i TER-16-3190.2 SECTION 2 PRODUCT INSTALLATION Condens Note: Unit shown for Illustration purposes only Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) lips 1 or 2. See tables below for specifications Ground or Roof Tie-down Tie-downTie-down + Cabinet Height * Strap on Clips (1) Clips (2) unit Mini Ground NA 8 4 8 4 Small a 4 Medium to 200' (250') [Up 2 8 4 Large *The value shown in parentheses irwiicales the allowable roof height In 170mph conditions. i.e. 200 (250) indicates an allowable root height of 21X1' for 175mph or 260' for 170mph Vult + See tables on last page for cabinet classification and model numbers, Note: Straps shell be wrapped as shown In details on section 4. The straps shall be tightened to a sfwg it around the unit, Straps shell be 1' width and 229a galvanized metal. For Non-HVHZ, use (21 metal straps, up to 56' MRH. Values shown in table are minimum specified. Using stronger straps per each height is allowed at installers discretion. AnchorType Concrete 1/8" Min 218" Min + Cabinet Ground or Root Hal ht• B 3,000psi A365teel Aluminum Mini Ground A NA NA Small Medium Large Up to 2W (2501) NA B B 0 Note: Instakers must ensure iA that scm" used to fasten the fpW ti"awn clips with the unit !Y (� base pan do not torch the coil ry In order to prevanl any 11I damage to the coil. 00 0 TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1- wkle ASTM A653 galvanized steel D.D7- th.ck of varying length (FL19731.2) or equivalent for all cabinets tied down to a roof structure or ground structure: fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 SS 410 self-drtiling screw to fasten clip to unit base pan. Install In unit with quantities shown in Tle-down Strap 8 Clip Schedule. Locate clips at 3- min away from the appropriate comer using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech Wi # CBCUT04KG for ground 8 kit p C13CUTD4KR for roof application. • • • • •••••• •• • • •••• •••••• Oa•86 • .... • • • o •o tr .. ...... TIE -DOWN CLIP (2) • • • ' • (GROUND AND ROOF A;PLICATII)N) ' ' • • • • • • BMP Clips 2" wide ASTM %8;JGrdde 0) st et 0 11 J' thick of vtir�i4gs • • length for all cabinets tied down to a roof sVWu®'or ground stn%tum ' or egwvelenf clips; fasten clip to structure usinggA anchor from AnUgr Sdredute to Host Structure Table and (4) #12 SAE Grade 5 sheet metal screw to fasten clip to unit base pan. Inst0 In unit wlth quantities shown in Tie -down Strap 8 Clip Schedule Locate dips at Y from the appropriate comer. BMP part numberTD-042. Tie -down Strap & Clip: (for roof applications) - Minimum edge distance 3' from the unit corners. - Use a minimum of tie -down straps per side equally spaced. - Clip height shall be adequate to fit SMS within base pan height. Verity height on site. - Place an adjacent (1) #10 SMS to avoid the straps slip off. Anchor Types to Host Structure: A. — 1/4" ELCO ULTRACON SSA Anchor embedded 1 3/4- in 3,000 psi concrete. 2112" from edge minimum. B.—1/4"-20 UNC SAE Grade 5 boll min 1/2" from edges with nut and washer OD 1" 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 12 "AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERiNGEXPRESS.COM Copyright 02016Engineering EutrressX . Frank L Bennardo PE. Inc All Rights Reserved • CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.2 SECTION 3 SUPPORTING CALCULATIONS 3 SUMMARY FORCES SUMMARY Uplift large Side Large Side Large Short Short Short Uplift Cabinet Ground or Roof lateral Pressure Force Overturn Side Side Side Side Force Height* Pressure (Psf) (Psf} (Ibs] (Ibs-in) Tension Force Overturn Tension ibs) (Ibs (lbs4n (Ibs)(Ibs) Mini Ground 44.1 0 272.0 1. 5236.0 226.5 272.0 5236.0 226.5 0.0 Up to 200'(250') 193.0 93.4 1191.0 26897.0 1163.1 1191.0 26897.0 1163.1 347.0 Small Ground 44.1 0 235.8 3383.3 131.1 227.0 3257.0 121.5 0.0 Up to 200' (W) 193.0 93A 10309 14793.2 573.4 992.4 14241.3 531.4 421.6 Medium Ground 44.1 0 498.0 11818.0 337.7 498.0 11818.0 337.7 0.0 Large Up to 200' (250') 1 193.0 93.4 1 2225.0 1 66678.2 1905.1 i 2225.0 i 66678.2 1 1905.1 1 794.0 Calculations performed according to the kdormatlon provided by the Client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Cabinet' Ground or Roof Height* Panel Name Required Wind Pressure (ib/fo force on Panel (lbs) Additional StxewQtyr Needed (Pes) Addioval•• . - reinforcept AC requlredbeWd or&fn%C •; manufacturint Mini Ground TOP PANEL 0.0 0.0 • • • • • • No LOUVER 1 44.1 240.1 LOUVER2 441 178.3 CONTROL COVER 44.1 63S Up to 200' (250') TOP PANEL 93.4 346.5 No LOWER 1 LOUVER 2 193.0 193.0 1049.9 779.7 CONTROLCOVER 193.0 277.4 Small Ground TOP PANEL 0.0 0.0 NO LOUVER 1 44.2 235.3 LOUVER 2 44.2 297.9 LOUVER 3 44.1 184.7 CONTROL COVER 44.1 635 - Up to 200' (250') TOP PANEL 93A 421.E 0 Yes LOUVER 1 193.0 1029.0 2 LOUVER 2 193.0 $65.5 2 LOUVER 3 193.0 807.8 2 CONTROL COVER 293.0 277.4 0 Medium Large Ground TOP PANEL 0. No LOUVER 1 44.1 436.6 LOUVER 2 44.1 362.7 VVER 4 4 .1 243.9 OL VER 44.1 6 Up to 207 (25(') T AN .4 79 S 0 Yes LOUVER 1 193.0 1 LOW R2 193.0 S.8 2 3 -4 193.0 929.6 OLIVER 1 1 6 NTROL OVER 277.4 The value shown In parentheses indicates the allowable roof helod in 170mph conditions, i.e. 200' (250') Indicates an allowable roof height of 200' for 175mph or 250' for 170mph Vult 'See tables on last page for cabinet classification and model numbers. Note: any Louver panels confalnad by straps or caps shell not be rehdorced, otherwise reirdorce with #10 410 SS screws: amount of screws required are dictated by panel Integrity, table. Place screw at the bottom pan of the louver. Joining the louver with the base pan. ENGINEERING EXPRESS® 160 SW 12'" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 2018 Engineering Ejqxessia l Frank L. Bennardo PE, Inc AN Rights Reserved CARRIER SPLIT UNITS Engineering ExpressO I TER-16-3190.2 r SECTION 4 DETAILS STAND RAIL (BY OTHERS), TYP. MECHANICAL UNIT 1 N.T.S. BACK ISOMETRIC ERR �. `—SUPPORT ANGLE (BY OTHERS) (2) *14 SMS AT:EACH SEE NOTE BELOW STRAP END TO WEB OF THE SUPPORT ANGLE 3 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC rCONTROL LOUVERS, / cow TYP �+ i �-�N (GALV AM [LIT__6 A36 STEEL SEE CSTRAP, SHALL Nt/^Nr BAD aoQQ TTHHEE Uf�TO I -SEAM ON OPPOSITE ANCHOR SIDE. PER SCHEDULE (2) r14 SMS AT LSUPPORT ANGLE STAND RAIL, EACH STRAP END (BY OTHERS) (t-BFJ1M) BY TO UNDERSIDE SEE NOTE BELOW OTHERS OF THE [-BEAM 5 TIE -DOWN CLIPS & STRAPS 1 N.T.S. ELEVATION VIEW " (2) 1"x229a GALV. ASTM A36 STEEL " STRAP. STRAPS SMALL BE SECURELY TIGHTENED SNUG - AGAINST UNIT, TYP. C / SUPPORT ANGLE (BY OTHERS) SEE NOTE BELOW z MECHANICAL UNIT 1 N.T.S. FRONT ISOMEIUty • DAUMFAd< •••••• • •••••• CLIP A j,•9ND RAIL • • • • • • ( �IHERS),• • • • • • • • 04 00000 • D1N.1 DIM 2 ••••••• • ••i • ••••• ••�••• •••••• DIN. 4 • • • DIN.3 7• Cupp �� SUPPORT ANGLE SEE NOTE BELOW Q_TIE-DOWN CLIP LAYOUT 1 N.T.S. PLAN TIE -DOWN CLIP OFFSETS - DIM. 1 1 5.00' MAX OFFSET FROM DATUM FACE DIM. 2 5.00' MAX OFFSET FROM OPPOSITE FACE DIM. 31 5.00' MAX OFFSET FROM DATUM FACE DIM. 4 110.OW MAX DFFSET FROM OPPOSITE FACE Note: 1. I'Aaml Tech support angle pan number CBCA830K. CBCA542K, under NOA #16-0601.01 or equivalent Is permitted. 2. Louver panels that are not being contained by the straps Or clips shall be reinforced with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom pan of the louver, Joining the louver with the base pan. ENGINEERING EXPRESS* 160 SW 12" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 2018 Engineering Expressf) t Frank L. Bennardo PE, Inc. AR Rights Reserved CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.2 CABINETS & DIMENSIONS Cabinet Unit Model Width In Depth (in) Height n Large 25VN'024 35.00 35.00 44.00 Large 25VW038 35.00 35.00 44.00 Large 25VW048 35.00 35.00 44.00 Large 25VN'060 35.00 35.00 44.00 Mini 25VN'813 23.13 23.13 31.63 Mini 25VN'824 23.13 23.13 31.63 Mini 25VN'825 23.13 23.13 38.44 Mini 25VN'836 23.13 23.13 F63 Medium 25VN'837 31.10 31A 39.75 Medium 25VN'848 31.19 31.19 38.44 Medium 25VN'880 31.19 1 31.19 43.19 Large 25HN'924 35.00 35.00 40.63 Large 25HN'936 36.00 35.00 44.06 Large 25HN-948 35.00 35.00 47.44 Large 25HN'960 35.00 35.00 47.44 Large 25HN-624 35.00 35.00 40.63 Large 25HW636 35.00 35,00 40.63 Large 25HN'648 35.00 1 35.00 1 40.63 Large 25HN'660 35.00 35.00 47.44 Medium 25HN'518 31.19 31.19 29.56 Large 25HN'524 35.00 35.00 33,86 Large 25HN'530 35.00 35.00 37.25 Large 25HN'636 3500 35,00 37.25 Lar a 25HN'542 35.00 35.00 30.44 Lar a 25HN'548 35.00 35.00 1 33.88 Large 25HN•560 35.00 35.00 40.63 Mini 24VN'913 23.13 23.13 31.63 Mini I 24VN'924 23.13 23.13 31.63 Mini 24VN'925 23.13 23.13 38.44 Mini 24VN'936 23.13 23.13 38.44 Medium 24VN'937 31.19 31.19 39.75 Medium 24VN'948 31.19 31.19 39.75 Large 24VN'949 35.00 35.00 44.00 Medium I 24VN'960 31.19 31.19 43.19 Lar a 24AN'124 35.00 35.00 40.63 Large 24AN-136 35,00 35.00 47.44 Large 24AN' 148 35.00 35.00 47.44 Large 24AN' 160 35.00 35.00 47.44 Medium 24AN'724 31.19 31.19 36.38 Medium 24AN'736 31.19 31.19 36.38 Large 24AW748 35.00 35,00 40.63 Large 24AW760 35.00 35,00 40.63 Medium 24AN'616 31.19 31.19 29.56 Medium, 24AN'624 31.19 1 31.19 29.05 Medium 24AN'630 31.19 31.19 32.94 Large I 24AN'636 35.00 35.00 30.44 Large 24AN'642 35.00 35.00 40.63 Large 24AN'648 35.00 35.00 40.63 Urge 24AN'660 35.00 35.00 47.44 Urge 24VN'024 35.00 35,00 43.81 Large 24VN'036 35.00 35.00 43.81 Urge 24VN'048 1 35.00 35.00 43.81 Large 24VN'060 35.00 35.00 43.81 Cabinet unit Model Width MI) Depth la Height (in) Large 25HC'624 35.00 35.00 39.13 Large 25HC'636 35.00 35.00 39.13 Large 25HC'648 35.00 35.00 39.13 Large 25HC'660 35.00 35.00 45.94 Medium 25HC'518 31.19 31.19 28.94 Large 25HC'524 35.00 35.00 32.31 Large 25HC'530 35.00 35.00 32.31 Large 25HC'536 35.00 35.00 35.75 Larne 25HC'542 35.00 35.00 28.94 25HC'548 35.00 35.00 28.94 -Large Large 25HC'560 35.00 35.00 39.13 Medium 24AC'724 31.19 31.19 35.75 Medium 24AC'736 31.19 31.19 35.75 Large 24AC'748 35.00 35.00 39.13 Large 24AC'760 35.00 35.00 1 45.88 Small 24AC'618 25.75 26.75 28.69 Medium 24AC'624 3116 3216 28.31 Medium I 24AC'630 31.19 31.19 32.31 Lar a 24AC'636 35.00 35.00 28.31 Large 24AC'642 35.00 35.00 39.13 Large 24AC'648 35.00 35.00 32.31 Large 24AC-660 35,00 1 35.00 1 45.94 Mira Cabinet Small Cabinet Nab: Image >! and b far ifuatrthtlort txapeeas aryy. • Aclual � align )Rrl%00b franc•. • ••e••• • •••• •••••• *so• •• •••••• •••••• • • • 0000 • Madwftnd tJlps cabinet• • 0104,0111 ••e••• ••• • • • ••••• ell •• •• •••e•• • e • e • • Top panel • a � Top paW `V Y�o Cover LIMITATIONS & CONDITIONS OF USE: Use of this product shag be in strict accordance vtout this TER as noted herein. The supporting host structure shag be designed to resist all superimposed leads as determined by corers on a s,te specific basis as may be required by the Authonty Having Junsdicfon. Host struchtte canditiors which are not accounted for in this products respective anchor schedule she# be designed an a sAt-specific basis by a registered profession* engineer No evaluation is Offered let the host supporting structure by use of ads docunem; Adjustment factors noted herein and the applicable coda rust be considered, where applikable. Ae supporting components which we permanently instSled shall be protected against corrosion, contamination, and other such damage at at tines Fasteners must penetrate the suppm--V members such" the full lernpoh of the threaded portion is ambedded withirt the Main marnber AN a cnor5, screws, straps, clips, and attachment pan can be substihrted for egnvatent pads. as long as the capacities of the equivtenl parts ate equa or stronger Unit integrity is not mandatory: however, this TER certifies regardless Ths evaluation does +cal offer any e.auatim to meet large misfile impact debris requirements whch typically are not required for this type of product AN the wind resisling erdergr panels, individually meal a exceed their capacity to resist the design wind toads as stated in the wtculatiors as required by the Florida Building Code Shah Eftcn (2017). Due to the i idelemtinate natured these unit, distortion and defection camoi be accurztoty evaluated, but with diaphragm action of etdemarl components and internal stiffeners, the Rase unit has the capacity to wi:ftitand these $=as with individual erdemal pads being contained. Yearly inspections, during equipment maintenance of stet a named stwM as screws, cabinet components, clips. anchor, bolts, straps and cartes are to be verified by the AIC contractor Ali damaged cabinet components. loose conodao. broken screws a anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces ENGINEERING EXPRESS® 160 SW Ir AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page S of 5 Copyright 0 2018 Engineering Express® 1 (954) 354-0660 ENGINEERINGEXPRESS.CZ]M Frank L. Bernardo PE, Inc. AV Rights Reserved