Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
MC-18-198
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL '' Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-296039 Permit Number: MC-1-18-198 Scheduled Inspection Date: February 13, 2018 Inspector: Perez, JanPierre Owner: VIERA, CARLOS t Job Address: 15 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AIR CONCEPTS A/C SERVICES INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060130680 Phone: (954)295-5773 Building Department Comments A/C REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments REQUESTED BY OWNER: CARLOS VIERA February 13, 2018 For Inspections please call: (305)762-4949 Page 9 of 23 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. MC-1-18.198 Permit Type: Mechanical - Residential Work Claasitication: NC Replacement Permit Status: APPROVED Issue Date: 2/512018 Expiration: 08/04/2018 Parcel Number Applicant 15 NE 95 Street Miami Shores, FL 33138- 1132060130680 Block: Lot: CARLOS VIERA Owner Information Address Phone Cell CARLOS VIERA 15 NE 95 Street MIAMI SHORES FL 33138-3131 Contractor(s) Phone AIR CONCEPTS A/C SERVICES INC (954)295-5773 Cell Phone Valuation: Total Sq Feet: $ 4,250.00 0 Tons: 3 Additional Info: A/C REPLACEMENT Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.23 $2.00 $1.00 $148.75 $9.00 $4.00 $169.98 Pay Date Pay Type Invoice # MC-1-18-66230 01/25/2018 Credit Card 02/05/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 119.98 $ 119.98 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical 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 zonin Futh more, I authorize the above -named contractor to do the work stated. orized Signature: Owner / Applicant / Contractor / Agent February 05, 2018 Date Building Department Copy February 05, 2018 1 ; ;/0-e /t. BUILDING PERMIT APPLICATION BUILDING 0 ELECTRIC ❑ PLUMBING �j' /1� IECHANICAL JOB ADDRESS: 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 Master Permit No. Sub Permit No. ROOFING 0 REVISION ❑ EXTENSION RENEWAL RECiovv3 ,1�.N 25 2018 IN 6 FBC 20 l 4c(9-1 a PUBLIC WORKS CHANGE OF Ei CANCELLATION 0 SHOP CONTRACTOR DRAWINGS 15 OE G15 City: Miami Shores Folio/Parcel#: Occupancy Type: County: Load: OWNER: Name (Fee Simple Titleholder): Miami Dade Zip: 3 138 Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: C AgLos BFE: FFE: c7 N'10 P on«4z L 180 291 •0/Ib-1 Address: \ S3 N E q 5 '3 & E 1 City: /LAl A MI &D State: 1 L Zip: 3 513 g Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: A)R CO (QCE 13 TI/ c cJ��vS Address: 3150 w \ G �� • L~ 2-G City:FEMe'goK€ ?A-gY< State: C4O.R `3 ►CNARi�5C7N Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Phone#: Zip: 5 009 Phone#: ((P5 4) 2cf 5 -5-71 CAC Osis '2. '7 `7 Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ Type of Work: 2 c o d J 0 —' Square/Linear Footage of Work: ❑ Addition ❑ Alteration ❑ New ]'Ffep�air/Replace Ti Demolition Description of Work: A/c ferpiACEMG Specify color of color thru tile: Submittal Fee $ Permit Fee $ t ' g • `• CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 'Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 a..a ed and a reinspection fee will be charged. ti Signature Signature OWNER or AGENT I/CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 24reday o7tiU9/7 , 20 / c , by 4 day of -09-' ) , 20 / Q , by �05�/(/�/�•2.�j, who is personally known to /U�T!� IN personal) known to personally me or who has produced I/6O0 — /Of -65 /M 7 —1? me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: CLAUDIA DELGADO ; A •': MY COMMISSION X FF198721 IRIF EXPIRES February 11. 2019 APPROVED BY Print: Seal: Structural Review ******** as 1� CLAUDIA DELGADO %.1 •'c MY COMMISSION X FF198721 EXPIRES February 11.2019 *eft 41*811 Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-0680 Property Address: 15 NE 95 ST Miami Shores, FL 33138-2706 Owner CARLOS A VIERA Mailing Address 15 NE 95 ST MIAMI, FL 33138-2706 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,109 Sq.Ft Lot Size 13,000 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $324,852 $324,852 $246,928 Building Value $50,171 $50,171 $50,171 XF Value $747 $759 $661 Market Value $375,770 $375,782 $297,760 Assessed Value $183,736 $179,957, $178,707 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $192,034 $195,825 $119,053 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). Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 14 & 15 BLK 5 LOT SIZE 100.000 X 130 OR 20418-2985 05 2002 1 Page 1 of 1 Generated On : 1/25/2018 Taxable Value Information i 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,736 $129,957 $128,707 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,736 $154,957 $153,707 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,736 $129,957 $128,707 Regional Exemption Value $50,000 $50,0001 $50,000 Taxable Value $133,736 $129,957 $128,707 Sales Information Previous Sale Price OR Book -Page . Qualification Description 05/01/2002 $187,000 20418-2985 Sales which are qualified 03/01/2001 $107,000 19553-2081 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 http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/25/2018 Proposal Job Site: Carlos Viera 15 NE 95 Street Miami Shores, FL IR CONCEPTS A/C SERVICES. INC. CAC 056277 3130 SW 19th Street #449 Pembroke Park, FL 33009 (786) 332-7772 - (954) 214-9000 Fax: (954) 374- 9186 airconcepts@ymail.com Date: 12/29/2017 Proposal No: R-CV0171 General scope: Install new 3-Ton Amana Package Unit Remove and dispose existing unit as per EPA standards Install new 3-Ton Package Unit Install new 6" slab Install new non programmable thermostat Existing plenum to remain and adapt piece accordingly Permit Labor and miscellaneous materials for a complete job Unit found to have water damage resulting from possible flooding causing mold to prop- agate in the evaporator chamber. Compressor is shorted to ground possibly due to power surges. Due to the age and condition of the unit we recommend replacement. TOTAL COST $4,250 Not Included: Any work not specified above, electrical, engineered drawings if required by city. Patching and/or painting of walls, floors, ceilings and roofs. Any additional requirements by the inspector. Warranty: 1 year on all labor and materials provided by Air Concepts A/C Services. Unit comes with 10 year warranty on some parts upon owner's registration. Payment: 50% deposit and balance due upon comple Accepted by: Date C,--ice i - Z 3- Zoi� RICK SCOTTGOVERNOR STATE OF FLORIDA -DEPMMENLI-OF_B_USINESS AND. PROFESSIONAL REGULATION CO1 STRUCTItI INDUSTRY LICENSING BOARD. KEN LAWSON, SECRETARY Ti4:CLASS.AA1R-CEN D.1�IlONi CONi"f AC Al3ixted do LS`CI=RIIFfEf3 Viderjhe Sfevisron _of-C -489,FS:. Exp raiicfi4a"fe: At G 34; 21718".::-_ RICI ARDS N R7 --QC_S Pic_ ISSUED: 07/17/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607170001044 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: Business Name: AIR CONCEPTS AC SERVICES INC Owner Name: CURTIS L RICHARDSON Business Location: 3130 SW 19 ST 449 PEMBROKE PARK Business Phone: 954-295-5773 Rooms Seats Employees 2 Receipt #:18.A3T NG/AIRCONDITION CO Business Type: (A/C SERVICE) Business Opened:o4/o1/2010 State/County/Cert/Reg: CACo 5 62 7 7 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: • Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 . 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: CURTIS L RICHARDSON 3130 SW 19 ST 449 PEMBROKE PARK, FL 33009 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt #1CP-16-00019293 Paid 08/11/2017 27.00 2017 - 2018 .� Mo.• •—•a tr.Aa T a \/ I\fa. A l.II AT CERTIFICATE OF LIABILITY INSURANCE PRODUCER A -PLUS INSURANCE GROUP 3450 W 84 ST #202 J HIALEAH INSURED DATE (MWDDIYYYY) 01/18/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT Carelis Sabatela NAME: AIR CONCEPTS A/C SERVICES,INC 3130 SW 19TH STREET BAY 449 PEMBROKE PARK COVERAGES FL 33018 FL 33162 PHONE 305-260-9884 (NC. No. Egg; E-MAIL aplusinsurancegroup@yahoo.com INSURER(S) AFFORDING COVERAGE INSURER CONIFER INSURANCE COMPANY INSURER B : FAX No):305-364-6552 NMI INSURER C: INSURER D : INSURER E INSURER F : i._rar � o—u-nrc rur �aaa�o. '" ""' "'""" "--•— • KLVISION NUMBER: THIS INDICATED. CERTIFICATE EXCLUSIONS INSR IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE ADOL INSD SUER WVD POLICY NUMBER (MM!DDYOIYYYY) (M DDIYYYY) UNITS /\ COMMERCIAL GENERAL LIABILITY $ 1,000,000 EACH OCCURRENCE CLAIMS -MADE OCCUR DAMAGE TO RENTED $ 100,000 PREMISES (Ea occurrence) $ 5,000 A MED EXP (Any one person) N/A N/A ACP0000059 01/19/2018 01/19/2019 $ 1,000,000 PERSONAL BADVINJURY GEN L AGGREGATE LIMIT APPLIES PER: PERCOT- 1 GENERAL AGGREGATE $ 2,000.000 POLICY 1. ( I LOC PRODUCTS - COMP/OP AGG $ 2.000,000 OTHER: $ AUTOMOBILE UABIUTY ANY AUTO COMBINED SINGLE LIMITS (Ea accident) OWNED SCHEDULED BODILY INJURY (Per person) $ A AUTOS ONLY HIRED • . AUTOS NON -MANED BODILY INJURY (Per aodde d) $ A AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE (Per accident)S $ UMBRELLA LIAB EXCESS LIAO —OCCUR EACH OCCURRENCE $ CLAIMS -MADE $ AGGREGATE DED RETENTION S S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ( 1 N / A E.L EACH ACCIDENT $ (Mandatory In NH) If yes, describe under EL DISEASE - EA EMPLOYEE $ D DESCRIPTION OF OPERATIONS below EL DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more apace is required) Air Conditioner Contractor (FDTiEirATG Wi' i rtcn CANCELLATION' Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, ACORD 25 (2016/03) Fl 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved_ The ACORD name and logo are registered marks of ACORD 1/19/2018 Insurance Services ACORL?® CERTIFICATE OF LIABILITY INSURANCE �-- DATE(MMJDOKYVY) 01/19/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). • PRODUCER Automatic Data Processing Insurance Agency, Inc. 1 Adp Boulevard Roseland, NJ 07068 CONTACT NAME: tA/°"N, Est): E FAX No): ADDRESS: INSURERIS) AFFORDING COVERAGE NAIC # INSURER A: NorGUARD Insurance Company 31470 INSURED AIR CONCEPTS AC SERVICES INC 3130 SW 19th Street Bay #449 Hallandale, FL 33009 INSURER a: INSURER C' INSURER D: INSURER E : INSURER F: CERTIFICATE NUMBER: 355785 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS: EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NTR L TYPE OF INSURANCE AUULSUeII MD WVD POLICY NUMBER POLICY EFF (MM'DD/YYYY) POLICY EXP IMMIDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS Iv1ADE OCCUR DAMAUL IDRENTED PREMISES (Ea occurrence) S MED EXP (Anyone person) $ PERSONAL k ADV INJURY $ GENL AGGREGATE. POLICY OTHER: LIMIT APPLIES PER LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG S $ AUTOMOBILE - LIABILITY ANY AUTO ALL OWNED _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) s BODILY INJURY (Per parson) $ BODILY INJURY iPar accident) $ PROPERTY DAMAGE ,Per a ddmtt) UMBRELLALIAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYECITtVE MBER EXCLUDED? (Mandatory in NH) If EySCRIPTION under DESCRIPTION OF OPERATIONS below Y IN NNIA N AIWC861123 05/28/2017 05/28/2018 µ X PERTUTE OT ER EL. EACH ACCIDENT 1,000,000A E.L. DISEASE -EA EMPLOYEE $ 1,000,000 E.L.DISEASE-POUCYLIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Job Reference: Air Conditioner Contractor Contractor License: CAC0562T7 CERTIFICATE HOLDER CANCELLATION I Maims Shores Village 150 North East Second Avenue Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE _ --\, I la, u......, )1l . A.,,.'.. A}- ACORD 25 (2014/01) A©1988-2014 ACORD CORPORATION. Ail rights reserved. The ACORD name and logo are registered marks of ACORD https://adpia.adp.com/ISExternal/app/index. html?clientid=2248840&requestFrom=run#/home 1/1 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT l LII"CT 1 O COMI'I IANCE WITH ALL FEDERAL 1 A l l ANI) COI IN Y 11l II FS AND RFGNI Al IONS AIR CONDITIONING REPLACEMENT DATA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 PERMIT NUMBER: MC ) ! V 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): 15 NE G5 3 VI2 i City: Miami Shores Village County: Miami Dade Zip Code: 5 3 1 3 e) 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 El NO Q ARHI Sheet Attached: YES EeNNO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER 'A NA NA pAci530AKA /pAct'306A AHU or PKG. UNIT MODEL # '1 A PC I53CH4IA COND. UNIT MODEL# •••• : .t.�•••••� 4—.NCB U..:. 5 K \AJ KW HEAT T2._r.s To /U NOM TONS AHU CU PKG 1) M.C.A • • AHU ..ct,.. PKG 21 AHU CU PKG 2) M.O.P AHU .CLI. PKCi. AHU CU PKG 3) VOLTS 445- AHU %•OW.. PK('s .� JZ PKG UNIT / / PKG UNTP••Z' `• ••• N /A EER/SEER I �•e•.1f 'S ••• • YES NO REPLACING DUCTS YES • �• NO ri/ YES NO REPLACING THERMOSTAT YES I. ,NO YES NO NEW 4"CONCRETE SLAB YES a,.. 40 .. . YES NO NEW ROOF STAND YES NO I . . YES NO NEW RETURN PLENUM BOX YES NO r/' 1. Minimum Circuit Ampacity (Wire Size): k.0 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: 30 2.dB/23U � . . . I>.•• • • � . Contractor's Company Name: Cc) CE Q13 A / C Phone: (°166) 3 3.2-7 "7 7 / State Certificate or Re ration N . CC C) '2 Certificate of Competency No. Signature (Revised02/24/2014) (Qualifier's signature) Date: CA JVED JAM 25 2018, L. ra....10ERTIFIEC www.ahridirectory.on This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. Certificate of Product atings AHRI Certified Reference Number : 8004961 Old AHRI Reference Number : Date : 01-24-2018 Model Status : Active AHRI Type : SP-A Series : APC15 Outdoor Unit Brand Name : AMANA Outdoor Unit Model Number (Condenser or Single Package) : APC1536H41A` Indoor Unit Brand Name : Indoor Unit Model Number (Evaporator and/or Air Handler) : Furnace Model Number : Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency - requirement. - The manufacturer of this AMANA product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by-AHRI-sponsored, independent, third party testing:,, Cooling Capacity (A2) - Single or High Stage (95F), btuh : 35600 SEER ,:15.00 •- EER (A2) - Single or High Stage (95F) : 12.00 IEER : •••• • • •• •.: •••• ••••r I _•.._ •_ • •• • • • • •••••• . ••••.•• • '•) I t ••••••t" • • •••• •• ,.• • • • • • • • •• •• • • • • • • • • ••• . • • • •• • ••••• • • • • • • • • • • • •• • •• • • • • • 1-"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program'Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations. warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; 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. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org. click on "Verify Certificate" link 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. ©2018Air-Conditioning. Heating, and Refrigeration Institute CERTIFICATE NO.: r v aispeta AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE bse make life better' 131612817838592479 • • ••• • • • ••• •. •• • • •• • •• •• • •• • • • •• • •• • • • •• • • •. •••• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • M IAM I TECHA\.- MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 1 4" LONG CLIP FLATTENED 1 6" LONG CLIP FLATTENED STEEL TIE -DOWN CLIP f-- airr. SIDE VIEW TYP. ALL OTHER CUPS SIMILAR VARYING LENGTH ONLY P. YP 1 { ' ro rP. aa2.11 J r� V L cnx ivY 8" LONG CLIP 1 N.T.S. FLATTENED 1 10" LONG CLIP FLATTENED •• • • • •• • • • • • • • • I • •• • • • • I 01 1 12" LONG CLIP N.T.S. FLATTENED gSIpr1 NOTES: •• THIS PIIIDUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7 10 • AND THE 16.0RIDA BUILDING CODE 2014 (5th EDITION) FOR USE • WITHIN ADD OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS ", • • itIDIAliFD IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC.)u-ai=3.10 WITHIN THE HVHZ, (GC').,,d„ -1.90 OUTSIDE THE HVHZ, (GC') =1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 5. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON WENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT #15-6206 BY FENESTRATION TESTING LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7. STEEL CUPS SHALL BE ASTM A653 STEEL WITH Fy=33 KSI OR BETTER. STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBIUTY OF THE CONTRACTOR. 3. FASTENERS TO BE #10 X (5" OR GREATER STAINLESS STEEL 410 UNLESS NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN SHALL BE ELCO BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL 8E VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A UCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 9. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE VAR WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. MIAMI TECH CUTD TIE -DOWN CUP CERTIFICATIONS FBC STH EDITION (2014) PRODUCT APPROVAL FLA19731.2 a§ a 5 C 15-2786 SCALE: N.T.9. I 8 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• es.. • • • • •• • • • •• • • • • • • • •• • • • • • • • • • • • • .• • • • • • • • • ••• ••• • ••• • •• • • • •• ••• •• • • • • • • • • OOOOOO • • • •• • • • •' • ••• •• 0 CONNECTION TYPE Cl 1"X6" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG ALTERNATE CLIP ° - LOCATION, SEE PAGE 3 DETAIL 3/3 C2 CONNECTION TYPE C2 1"X6" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG 'NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. CONNECTION TYPE C3 0 1"X12" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIPS 8" & 10" LONG ALTERNATE CUP LOCATION, SEE PAGE 3 DETAIL 3/3 CONNECTION TYPE C4 1"X12" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS 8" & 10" LONG STEEL TIE -DOWN CLIP BUNK L BENNMD0, P.E. W FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#19731.2 8 .n f 15-2786 SCALE: N.T.S. J • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) ••• • • ATrACSHFit NI lb $YAND• • •• • MAXMUM UNIT • • • • HEIGt ((SE DESIGN • • • • • • H ULES) • ••• ••• • •+• • •• • • ••• • • • � •�A•% • • • • • • -0 •• • • • • • • •• A • • • 6" CUPS 3" MAX' TYP. 3"x3"xYs" OR 3"x5"x346" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE l5 NOT USED n CONNECTION TYPE Cl 3" MAX" TYP. 1"X6" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) NOTE: ALSO APPLICABLE FOR CLIP 4" LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3"xis" OR 3"x5"x3(6" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE IS NOT USED CONNECTION TYPE C2 0 1"X6" CUP - UTIUZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4" LONG • ••• •• • • •• • • • • • • • •`4.•• 3"x3"xYe" OR 3"x5"0+e" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL NA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED n CONNECTION TYPE C3 3" MAX' TYP. PER UNIT `f 1"X12" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUPS 8" & 10" LONG "NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. I SEE PAGE 4. MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3"x3"xFS" OR 3"x5"04,6" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CUP ATTACHMENT WHEN ANGLE I5 NOT USED CONNECTION TYPE C4 UNIT BY OTHERS I -BEAM (1) OR (2) CLIPS PER DETAILS C1 THROUGH C4 AND SHEET 4 FASTEN CLIPS TO UNIT AND STAND PER SHEET 4 ALTERNATE CLIP TO STAND DETAIL SCALE: N.T.S. STEEL TIE -DOWN CLIP 21"X12" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPUCABLE FOR CUPS 8" & 10" LONG C s COPYRIGHT wwwwww awns • 15-2786 SCALE: 6 3 J 0.07" THICK ASTM A653 STEEL, TYP. (4)-#10 SS 410 SELF DRILLING SCREWS FOR CUPS UP TO 6" LONG. UTILIZE (8)-4,10 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6", TYP. • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • •• •• • • ••• •• • • • •• • • • • • • • • •• *FOR ANY CUP LONGER THAN 6" U 410 T SELF RI NC• • SC VS•TYP• • • • • • • • • •• • • • Y"0 HOLE, WITH ANCHOR FROM CUP ANCHOR TO HOST SCHEDULE, TOP. 1 1" CLIP ISOMETRIC DETAIL 4 N.T.S. ANCHOR TO HOST SCHEDULE: SUBSTRATE DESCRIPTION (1)-1/4"¢ STAINLESS STEEL 410 ELCO CONCRETE: ULTRACON, 10)" FULL (4" THICK MIN, EMBED TO CONCRETE, 2y" 3000 PSI MIN.) MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. (1)-#14 SAE STAINLESS ALUMINUM: STEEL BOLT 410 WITH NUT (0.125" MIN. AND WASHER TOP & THICK, 6061-T6 BOTTOM SS OD 1", 34" MIN. ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE (1)-A14 SAE STAINLESS STEEL: STEEL BOLT 410 WITH NUT (0.125" MIN. AND WASHER TOP B THICK, 50 K51 BOTTOM SS OD 1", 'h" MIN. STEEL) MINIMUM EDGE DISTANCE TO METAL EDGE --- • •• • • • •• •• • • MIiHANICAO UNIT BY OTHERS. ALUMINUM PSDUSII•i UPSETS SHALL BE 6063-T6 MIN. • ALAAIINUP' HLlT WITH Fty=30 KSI, 0.125" •1400 THICI MESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). • • • •• •(; ii • • •', •• • •dz • • •mg • •• •:• • • • •• ISOMETRIC 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS. 4. SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 5. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE #5 BOLT PER ANCHOR SCHEDULE 0.07" THICK ASTM A653 STEEL CUP, TYP. A -A (4)-#10 SS 410 SELF DRILLING SCREWS FOR CLIPS UP TO 6" LONG. UTILIZE (8)-#10 SS 410 SELF DRILLING SCREWS FOR CUPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1" TIE -DOWN CLIP 0 ANCHOR DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. ANCHOR PER ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT ATTACHMENT SUBSTRATE PER ANCHOR TO HOST SCHEDULE (VARIES) 3" MAX DETAIL UNIT WIDTH UTILIZE (2) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT MAX MECHANICAL UNIT PER SEPARATE CERTIFICATION -HOST SUBSTRATE 4 O ALTERNATE (8) CLIP DETAIL N.T.S. PLAN VIEW STEEL OR ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE SEE ANCHOR TO HOST SCHEDULE TYP. THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT. STEEL TIE -DOWN CLIP Oa. gym zo Uw S` WW o�°^w� /j H N FBC 5TH EDITION (2019) PRODUCT APPROVAL § iho OWYRIO totem MG ooness 15-2786 SCALE: N.T.B. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • I •• • • • •• • • • • • • • • • • • • • • TABLE 1 PERMISSIBLE INSTALLA TON JIGHTS : uft=275 MPH � XPO9URE C (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).) RISK CA 'EGORY II IS PER ASCE 7-10 AL OWABLE ROOF -TOP HEIGHT (H) TIE Cl -DOWN CONFIGURATION •• • • 0 • • TYPE • • • R • '•• • • 4 • •• MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29" MAX 15" MIN AT GRADE • V LBO: SAT ail (IS 1.10 FTC 9 FT' 36"MAX 27" MIN AT GRADE H530 FT AT GRADE HS40 FT 4 FT' 48" MAX 36"MIN HS1SFT H5200FT H530FT HS200FT 6 FT' AT GRADE H5200 ET AT GRADE HS200 FT 9 FT' AT GRADE H540 FT AT GRADE HS60 FT 12 FT' N/A AT GRADE N/A AT GRADE 16 FT N/A AT GRADE N/A AT GRADE 20 FT' GO" MAX 48" MIN N/A AT GRADE N/A AT GRADE 25 FT N/A AT GRADE N/A AT GRADE 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A N/A • •• • • • • • •• •THIS TABLE IS PERMISSIBLE TO BE USED W THIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. FRMI{uri141AB/v.K„' ` 6 3ENNq . TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: VuIt=175 MPH, EXPOSURE; •,c, (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)') J4f ,, ` RISK CA ��.. * =I LBEN4V'DO, P.E * — 965990I� T�T� -p YA4n I T11 1KON(4LN4UiLv A4 G O: — _' D BhKOB(iI C) '. -..., S pa`` licit Ott.t->QLL�w< °¢ O wW wW �ry TEGORY II IS PER ASCE 7-SO ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNITS LARGEST HEIGHT WIDTH FACE 6 FT' 29" MAX 15" MIN AT GRADE H S 30 FT AT GRADE H 5 60 FT 9 FT' 36" MAX 27" MIN N/A AT GRADE AT GRADE H 515 FT 4 FT' AT GRADE H5200 FT AT GRADE HS200 FT 6 FT' AT GRADE HS180 FT AT GRADE H5200 FT 9 FT' 48" MAX 36" MIN AT GRADE AT GRADE AT GRADE H 5 15 FT 12 FT' N/A AT GRADE N/A AT GRADE 16 FT' N/A AT GRADE N/A AT GRADE 20 ET' N/A AT GRADE N/A AT GRADE 25 FIT N/A N/A N/A AT GRADE 30 FT' MAX 48" MIN N/A N/A N/A N/A 36FT' N/A N/A N/A N/A •THIS TABLE IS PERM SSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 8 A ti TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY It STRUCTURE'•) RISK CATEGORY II IS PER ASCE 7-10 ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT UNIT Cl C2 C3 co UNITS HEIGHT WIDTH LARGEST FACE 6 FT' 29" MAX 15" MIN AT GRADE H S 200 FT AT GRADE H S 200 FT 60 FT< H5100 FT 9 FT' 36" MAX 27" MIN AT GRADE H S 200 FT AT GRADE Hs 200 FT 4 FT' H5200 FT Hs200 FT H5200 FT H5200 FT 6 FT' FT 60 fT<M5200 FT H1200 FT 60 FT<M200 FT HS200 FT 9 FT' 48" MAX 36" MIN AT GRADE H 5 200 FT AT GRADE H 5 200 FT 60 FT< H s 80 FT 12 FT' N/A H5200 FT N/A H5200 FT H515FT N530 FT 16 FT' N/A SOFT <H5200 FT N/A 6OFT<H6200 FT AT GRADE AT GRADE 20 FT' N/A 60 FT<H5120 FT N/A ROFT<H5180FT 25 FT' N/A AT GRADE N/A AT GRADE 60" MAX 48" MIN 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A N/A LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE D z (FOR USE WITH A RISK CATEGORY II STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 H S15 FT 60 FT <H 5200 FT IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT (H) LESS THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • ALLOWABLE ROOF -TOP HEIGHT (H TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNITS HEIGHT WIDTH LARGEST FACE 6 FT' 29" MAX 1S" MIN AT GRADE H 1200 FT AT GRADE H 5 200 FT 9FT' 36"MAX 27"MIN N/A H5200FT AT GRADE Hs 200 FT 4FT' H5200 FT H6200 FT Hs200FT Hs200 FT AT GRADE H515 FT 6Fri 60 fT<H1200 FT H5200FT 60FT<Hs200 H5200FT FT 9 FT' 48" MAX 36" MIN N/A H5200 FT AT GRADE H5200 FT 12FT' N/A H540FT N/A H5200 FT SOFT<N5200FT AT GRADE AT GRADE 16 FT' N/A 60FT<H5180FT N/A 60 FT<65200 FT 20 FT' N/A AT GRADE N/A AT GRADE 60 FT <HS 100 FT 25 FT' N/A N/A N/A N/A 60" MAX 48" MIN 30 FT' N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A • AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABIUTY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. STEEL TIE -DOWN CLIP 1 15-2786 SCALE: 6 •THIS TABLE IS PERM SSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 8 A ti TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY It STRUCTURE'•) RISK CATEGORY II IS PER ASCE 7-10 ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT UNIT Cl C2 C3 co UNITS HEIGHT WIDTH LARGEST FACE 6 FT' 29" MAX 15" MIN AT GRADE H S 200 FT AT GRADE H S 200 FT 60 FT< H5100 FT 9 FT' 36" MAX 27" MIN AT GRADE H S 200 FT AT GRADE Hs 200 FT 4 FT' H5200 FT Hs200 FT H5200 FT H5200 FT 6 FT' FT 60 fT<M5200 FT H1200 FT 60 FT<M200 FT HS200 FT 9 FT' 48" MAX 36" MIN AT GRADE H 5 200 FT AT GRADE H 5 200 FT 60 FT< H s 80 FT 12 FT' N/A H5200 FT N/A H5200 FT H515FT N530 FT 16 FT' N/A SOFT <H5200 FT N/A 6OFT<H6200 FT AT GRADE AT GRADE 20 FT' N/A 60 FT<H5120 FT N/A ROFT<H5180FT 25 FT' N/A AT GRADE N/A AT GRADE 60" MAX 48" MIN 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A N/A LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE D z (FOR USE WITH A RISK CATEGORY II STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 H S15 FT 60 FT <H 5200 FT IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT (H) LESS THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • ALLOWABLE ROOF -TOP HEIGHT (H TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNITS HEIGHT WIDTH LARGEST FACE 6 FT' 29" MAX 1S" MIN AT GRADE H 1200 FT AT GRADE H 5 200 FT 9FT' 36"MAX 27"MIN N/A H5200FT AT GRADE Hs 200 FT 4FT' H5200 FT H6200 FT Hs200FT Hs200 FT AT GRADE H515 FT 6Fri 60 fT<H1200 FT H5200FT 60FT<Hs200 H5200FT FT 9 FT' 48" MAX 36" MIN N/A H5200 FT AT GRADE H5200 FT 12FT' N/A H540FT N/A H5200 FT SOFT<N5200FT AT GRADE AT GRADE 16 FT' N/A 60FT<H5180FT N/A 60 FT<65200 FT 20 FT' N/A AT GRADE N/A AT GRADE 60 FT <HS 100 FT 25 FT' N/A N/A N/A N/A 60" MAX 48" MIN 30 FT' N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A • AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABIUTY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. STEEL TIE -DOWN CLIP 1 15-2786 SCALE: 6 LEGEND: TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE D z (FOR USE WITH A RISK CATEGORY II STRUCTURE") RISK CATEGORY II IS PER ASCE 7-10 H S15 FT 60 FT <H 5200 FT IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT (H) LESS THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • ALLOWABLE ROOF -TOP HEIGHT (H TIE -DOWN CONFIGURATION TYPE MAX SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNITS HEIGHT WIDTH LARGEST FACE 6 FT' 29" MAX 1S" MIN AT GRADE H 1200 FT AT GRADE H 5 200 FT 9FT' 36"MAX 27"MIN N/A H5200FT AT GRADE Hs 200 FT 4FT' H5200 FT H6200 FT Hs200FT Hs200 FT AT GRADE H515 FT 6Fri 60 fT<H1200 FT H5200FT 60FT<Hs200 H5200FT FT 9 FT' 48" MAX 36" MIN N/A H5200 FT AT GRADE H5200 FT 12FT' N/A H540FT N/A H5200 FT SOFT<N5200FT AT GRADE AT GRADE 16 FT' N/A 60FT<H5180FT N/A 60 FT<65200 FT 20 FT' N/A AT GRADE N/A AT GRADE 60 FT <HS 100 FT 25 FT' N/A N/A N/A N/A 60" MAX 48" MIN 30 FT' N/A N/A N/A N/A 36 FT' N/A N/A N/A N/A • AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABIUTY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. STEEL TIE -DOWN CLIP 1 15-2786 SCALE: 6 • AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABIUTY OF THESE TABLES WITHIN CERTAIN FLORIDA COUNTIES. STEEL TIE -DOWN CLIP 1 15-2786 SCALE: 6 • • ••• • • • • • • •• •• • • • • •• •• • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _•_ TABLE 5 PERMISSIBLE INSTALLATOJIL I-t IGKTS 4Ith4O MP4,1XPoyhE B • • • • • • • • (FOR USE WITH A RISK CATEGORY II STRUCTURE...) • • • - • • a • • -• RISK CATEGORY It IS PER ASCE 7-10 --- — --- --- - - • Cl ILLOWTBTETIOOF-TOaHTIgiHT (H)� • ill TIE -DOWN CONFIGURATION OW • • • • • TYPE • 4P • • • MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29"MAX 15"MIN HS200 FT H52•e0 : • :52 I Fro :•, • a Eft zoo FT • 9 FT' 36"MAX 27"MIN H5200 FT •• • H5200 FT • • • H5200 FT • • • • •• H5200 FT 4 FT' 48"MAX 36"MIN H5200 FT H5200FT Hs 200 FT H5200 FT 6 FT' H5200 FT H5200FT H5200 FT H5200 FT 9 FT' H5200 FT H5200 FT H5200 FT H<_200 FT 12 FT' H5200 FT H5200FT H540 FT 60FT<H5200 FT H5200 FT 16 FT' AT GRADE 60FT<H5BOFT H5200 FT H515 FT 60FT<H5100 FT H 5200 FT 20FT' 60" MAX 48" MIN AT GRADE H5200 FT AT GRADE ' H5200 FT 25 FT' N/A H5200 FT AT GRADE H5200 FT 30 FT' N/A H530 FT 60 FT < H 5 200 FT N/A H540 FT 60 FT < H 5200 FT 36 FT' N/A 60FT<H5 20 FT N/A 60FT<H5180FT LEGEND: H 515 FT 60 FT< H 5200 FT IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 • • •AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • • TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE...) MS Cl ALLOWABLE ROOF -TOP HEIGHT(H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29" MAX 15" MIN 60 FT H35 200 FT H 5 200 FT < H 5 200 FT 9 FT' 36"MAX 27"MIN H515FT 60FT<HS200 FT H5200 FT H530 FT 60FT<H5200 FT H<200 FT 4Fi 48" MAX - 36" MIN H5200 FT H5200 FT H560 FT 60FT<H5200 FT H 5200 FT 6FP H5200 FT H5200 FT H560 FT 60FT<H5200 FT H 5200 FT 9FT' 60 FT<H52W FT H 5200 FT 60 FT<200 FT H5200 FT 12 FT' AT GRADE 60FT<H580FT H 5 200 FT AT GRADE 60FT<HS140FT H 5 200 FT 16 FT' N/A H 5200 FT AT GRADE H 5200 FT 20 FT' 60" MAX 48" MIN N/A H 5 40 FT 60FT<HS200FT N/A H 5 200 FT 25 FT' N/A H515FT 60FT<H5200 FT N/A H530 FT SOFT <H5200 FT 30 FT' N/A AT GRADE 60 FT < H 5100 FT N/A AT GRADE 60 FT < H 5 160 FT 36 FT' N/A AT GRADE N/A AT GRADE TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE ••) RI �" ... • V V".. �" ...... .„ Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 29" MAX 15" MIN AT GRADE 60FT<H5200 FT H 5 200 FT H 5 15 FT 60FT<H5200 FT H 5 200 FT 9 FT' 36" MAX 27" MIN AT GRADE 60FT<H5200FT H 5 200 FT AT GRADE 60 FT<H5200 FT H 5200 FT 4 FT' MAX 36' MIN H5200 FT Hs200FT H5200 FT H5200 FT 6 FT' H5200FT H5200 FT H5200 FT H5200 FT 9 Fr48" AT GRADE 60FT<H5200FT H 5200 FT H 515 FT 60FT<H5200FT H 5 200 FT 12 FF' AT GRADE H5200 FT AT GRADE H5200 FT 16 FT' N/A H5200 FT N/A H5200 FT 20 FT' 60" MAX 48" MIN N/A H515FT 60FT<H5200 FT N/A H540FT 60FT<H5200FT 25 FT' N/A AT GRADE 60FT<H5160FT N/A AT GRADE 60 FT<H5200 FT 30FF' N/A AT GRADE N/A AT GRADE 60FT<H 580 FT 36 FT' N/A N/A N/A AT GRADE STEEL TIE -DOWN CLIP MIAMI TECH CUTD TIE -DOWN CUP CERTIFICATIONS FBC STH EDITION (2014) PRODUCT APPROVAL FLY 19731.2 15-2786 ICALE, N.T.C. I 0.6 --'1"*.W ENGINEERING EXPRESS ✓6 July 14, 2016 Miami Tech, Inc. 3611 NW 74th St Miami, FL 33147 Regarding: Attention: This certification is valid for (1) permit only with original engineer signature & seal. Miami Tech CUTD Tie -Down. CIip to Miami Tech Approved Stand Illustr .tions Florida Statewide Approval #FL19731 & Miami Dade NOA 16-06010J• • Building Department Official .... .. . The below -signed engineer is the evaluator of record for the installation Umiak**. . of alutitinutn and steel CUTD tie -down clips manufactured by Miami Tech, Inc. of Miami, Florida wlriell are predliet : approved by the State of Florida under FL#'s 19731.1 & 19731.2. the product appro'M'ls tit attachrtl8nts• to generic aluminum substrates of a given alloy and thickness. The capacities of thali''rIferenced bn those approvals have been tested and evaluated per the Florida Building Code Fifth Edition (2014).. This letter serves to provide an easy reference for the use of the clips to the I4iami*dg• approved stand also manufactured by Miami Tech (certified under NOA 16-0601.01). The Miami Tech stand is a substrate congruent with the aluminum clip connection requirements of the Florida product approvals. We offer the details below to illustrate examples of how the two approved products can be used in conjunction with each other joined from each approval: . 0000 • . .... . • MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3'x3'x34' OR 3"x5xli SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL A/A FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED ATTACHMENT TO STAND 'NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 3 OF APPROVAL. 000NNECTION TYPE Cl CZ 1'XA" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4' LONG MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) 3'16'14' OR 3'x5'x3(n" SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOR, SEE DETAIL A/A FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED CONNECTION TYPE C3 0 1'XI2- CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF j4) PER UNIT NOTE: ALSO APPLICABLE FOR CLIPS 8' d 10' LONG 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHoNE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V TFCJfC1S`EC, COI T2 X',4,1 C:N CfC.iM1'ICeI�Ct:S` r)F.:E\xICN l 74.16'I.!Sl)!?E LETTER DOC •>.11"1-ENGINEERING , EXPRESS' July 14, 2016 Page 2 of 2 Miami -Tech CUTD Clip MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES),., • 3•x3•x)f,' OR ?'x5' )Si SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL NA FOR ALTERNATE CLIP ATTACHMENT WHEN ANGLE IS NOT USED ca CONNECTION TYPE C2 0 )-X6' CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF 161 PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4' LONG 3' MAX* SEP. 'NOTEI SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE • DISTANCE TO ANCHOR : SPACING UNITATIONS. SEE PAGE 3 OF APPROVAL. MAXIMUM UNIT HEIGHT (SEE DESIGN SCHEDULES) _ 3'il'x))' OR 3'x5' `I), SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAIL NA FOR ALTERNATE CLIP •••• 3' MAX. 9 •••• • • ••«IF• \ • '_• ^„atriii• •• a tIr • • ••••• •• • • •• •• • •• • • •• ATTACHMENT WHEN ANGLE • 15 NOT USED • • • ()CONNECTION TYPE C4 • • a 1'HI2• CUP - UTILIZE (2) AT EACH COINER FOR A•TOTAL or IBl ER UNIT NOTE: ALSO APPLICABLE FOR CUPS B' R I O' LAIC • •• • •• • • • • • • • • • • •• • MECHANICAL UNIT BY OTHERS, ALUMINUM HOUSING UNITS SHALL BE 6053-T6 MIN. -- ALUMINUM SHEET WITH. Fry-30 KS), 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. 0=0.0299"). ALUM OR STEEL.. CUP, TYP. A -A - (4)-s10 SS 410 SELF DRILLING SCREWS FOR CUPS UP TO 6' LONG. UTILIZE (3}A10 SS 410 SELF DRILLING SCREWS FOR CUPS LONGER THAN 6". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE. SEE DETAIL A -A FOR THRUBOLT ATTACHMENT SUBSTRATE PER u65(RATE ANCHOR TO yF HOST SCHEDULE 1" TIE -DOWN CLIP (VARIES) ANCHOR DETAIL SCALE: N.T.S. DETAIL COCLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. A -A \I BOLT PER ANCHOR SCHEDULE UNIT BY OTHERS .. ., (1)OR(2PSPER) DETAILS Cl THUGH C4 AND ROSHEET 4 FASTEN CUPS TO UNIT AND 1-BEAM RAIL OR- II STAND PER SHEET 4 OF SMALL UNIT ANGLE APPROVAL DEPENDING ON CONFIGURATION f a�ALTERNATE CLIP TO STAND DETAIL A J SCALE: N.T.S, STEEL OR \ ALUMINUM SUBSTRATE PER ANCHOR SCHEDULE All other installation criteria shall follow the product approvals referenced above, as well as the minimum requirements of the Florida Building Code Fifth Edition (2014) as well as any jurisdictional restrictions that may apply. Except as expressly provided herein, no additional certifications or affirmations are intended. Thank you for your attention to this matter. Fra nardo'.E! 46 54 9 ENGINEERINGG".� #PE0046549 Cert. li 9885M.R6e 160 SW '1 DEERFIELD BEACH, FLORIDA 33442 P ,0ev.E.N1.4E.•8{KO,s4.06, k9A5L.4 ,t 0660 - FAX: (954) 354-0443 rlitl)11115102INEERINGEXPRESS.COM Y:v'RJJECt E.�y.;.tW t'A.c 1ECH CUM t1L-0a, N CUP CER' VK,11OCS-.': PAEVS4!v IT EP COL