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MC-14-1335Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214655 Permit Number: MC -6 -14 -1335 Scheduled Inspection Date: June 30, 2014 Inspector: Perez, JanPierre Owner: PUENTES, ANDRES Job Address: 354 NE 91 Street Miami Shores, FL 33138 -3130 Project <NONE> Contractor: CONSTANT COOLING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (786)606 -9930 Parcel Number 1132060190220 Phone: (305)259 -3718 Building Department Comments NC CHANGE OUT 4 TON 16 SEER RUUD 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 June 27, 2014 For Inspections please call: (305)762 -4949 Page 17 of 35 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING EH MECHANICAL JOB ADDRESS: 354 NE 91 ST 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 ❑ ROOFING ❑PUBLIC WORKS JUN 3 8 2014 Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR FBC 20 /4(1'&-P.3 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miarni Shores Folio /Parcel #:11 -3 06- 019 -0220 Occupancy Type: Load: County: Miami Dade Zip: OWNER: Name (Fee Simple Titleholder): Address:354 NE 91 ST City: MIAMI State: FLORIDA Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: Phone#: Zip: 33138 Tenant /Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CONSTANT COOLING INC Phone#: 305.259.3718 Address: 2909 SA REMO CIRCLE City: HOMESTEAD State: FLORIDA Qualifier Name: OSMOND COMMOCK State Certification or Registration #: CAC1815668 Certificate of Competency #: DESIGNER: Architect /Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /4 , 0 0 Square /Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 4 ❑ New El Repair /Replace ❑ Demolition Description of Work: A/C CHANGE OUT -TON 16 SEER RUUD Zip: 33035 Phone#: 305.259.3718 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ n TOTAL FEE NOW DUE $ (Revised02 /24/2014) 4 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 commenced prior to the issuance of a permit and that all work construction in this jurisdiction. I understand that a separate p FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information applicable laws regulating construction and zoning. installations as indicated. I certify that no work or installation has will be performed to meet the standards of all laws regulating ermit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, is accurate and that all work will be done in compliance with all "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOu1R 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: 'BAs 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. OWNER or AGENT The foregoing instrument was acknowledged before me this day of 1.)2.4-•4_ , 20 , by I 15;tas ,`W , who is personally known to me or who has produced L �'� as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: °�4‘ comnijSSIOfl DD 5• 2• ��"- I'I'. -`� g My Commission Exprtes 0 June 30, 2017 * * ** ** ** * *** * * * * * ** ** * * ** *•• * * s• **** APPROVED BY (Revisedo2 /24/2014) CONTRACTOR The foregoing instru nt was acknowledged before me this _____3, U , 20 __�, by day of i t'_�_ () C vial ho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ■ipt,1-1 c-k- as u° ^••,, VENEICE CA • Commission R DD 583964 s �� My Commission Expires June 30. 2017 '1j411n III ) **••**************************••**************************** ans Examiner Structural Review Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. COPY pF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: 0.-i'J{/ Oboi lig In G BUSINESS ADDRESS: °2q'0q V a-n STATE ZIP CODE 3303 BUSINESS PHONE: (3(55 ) �-� 31( ? FAX NUMBER ( &) S31 Z5 ( CELL PHONE (7f/y) 23 l ott5Y1 QUALIFIER'S NAME: 0 S h'lQ4lce £rYlw'Lc, Cr-- QUALIFIER'S LIC NUMBER: .L P) ea 1D AC# 6172177 • •N1 STATE OF FLORIDA DEPARTMENT 0 BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12062300248 LICENSE NBR 06/23/2012 110209502 CAC1815668 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration dae: AUG 31, 2014 COMMOCK, OSMOND LESTE -HUGH CONSTANT cooLrNG INC 2909 SAN REMO CIR. HOMESTEAD FL 33035 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW 614370 -5 Bu N/ ACA I G CONSTATCOOL INC 2909 REMO CIRCLE 33035 HOM THIS E touwnf=STATE OF FL EXPIRES SE P'T. 30. 2013 E DISPLAY! AT Ply OF 8 CODE IS NOT , , BILL — DO NOT PAY RENEWAL RECEIPT NO. 6407 STATES CAC18156 * *5* OWNER CONSTANT COOLING INC Sec. Typ of Business 196 SPEC MECHANICAL CONTRACTOR THIS IS ONLY LOCAL BUSINESS TAX R PT. IT DOES NOT PE THE HOLDER TO VIO TE ANY EXISTING RED TORY OR ZONING LAWS OF THE COUNTY OR NOR DOES IT THE HOLDER FROM OTHER PERMIT OR LICENSE REQUIRED BY LA THIS IS NOT A CERTI TION OF THE HOLDER'S TIDES. PAYMENT RECEIVED a" p MIAMI.DADE COU TAX COLLECTOR: 0 12/2012 60 20000069 000045.00 ORKER /S 1 SEE OTHER SIDE DO NOT FORWARD CONSTANT COOLING INC SHELLY ANN COMMOCK PRESIDENT 2909 SAN REMO CIRCLE HOMESTEAD FL 33035 KEN LAWSON SECRETARY FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 1. 1E1i111 .1{llillII111111111111)111 111I 1)11111III 111111 1 rd ,Jun. 23. 2014 12:18PM No. 5521 P. 1 ' ACORLI CERTIFICATE OF LIABILITY INSURANCE . 6�23`/2oi4 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TH E ~FICATE 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 be endorsed. If SUBROGATION IS WAIVED, subject to the terms and cor4it)Ons 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 LP Insurance Associates, Inc. 801 W 48 Street Ste B Hialeah, FL.33012 INSURED Constant Cooling Inc. 2909 SAN REMO CIRCLE HOMESTEAD, FL 33035 305 - 259 -3718 a. . • NAME: LISSETTE PEREZ g,„, 305-888-5747 IM ,N0305-888-6926 ADDRESS, LISSETTEI LPINZUR.E.COM INSURERS) WORDING COVERAGE NAME INSURER A : ASCENDANT COMMERCIAL INS INSURER 8: 10790 INSURER C INSURER D : INSURER E : COVERAGES CERTIFICATE NUMBER; INSURER F : REVISION NUMBER: 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. ADDL INKS INS. LTR TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GEN LABILITY CLAIMS -MADE OCCUR GENt AGGREGATE UNLIT APPUES PER POLICY ` i .170 7LOC AUTOMOBILE LIABILITY ANYAUTO U_ OWNED AUTOS HIRED AUTOS UMBRELLA LIAR EXCESS LAB SUER VWD POLICY NUMBER (MWOD ) GL- 38047 -2 08/25/13 (MMM/D POLICY ) 08/25/14 at 12aO1aa AUTOS NON -OWNED AUTOS EACH OCCURRENCE UAMAU'G 12.714 1.N LIMITS S 500,000 PREMISES (Eg occurrence) $ 10 0 , 0 0 0 MEDEXP (Any one person) $ 5, 000 PERSONALBADVINJURY $ 500,000 GENERAL AGGREGATE $ 500 000 PRODUCTS- a:MP/OPAGO $ 500,000 $ (Ea accident) $ BODILY INJURY (Per peieon) $ BODILY INJURY (Per accident) S PR P c DAMAGE- $ DED I I RE-TENDONS OCCUR CLAIMS -MADE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARYNoanexectmvE OFFICEReemmeR ERCUUDEDh (Mndatoty a NP yyeeaaPIOU DECRtTIONO OF o PERg70N9 below YIN NIA EACH OCCURRENCE $ AGGREGATE S T RYTA IER- s EL EACH ACCIOpNr S E.L. DISEASE • EA EMPLOYEES EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS /,LOCATIONS / VEHICLES (Atteth ACORD 101, Additional Remarks Schedule If more Macs is requ red) AIRCONDIT /ONYNO.SERVIC1a & REPAIR CERTIFICATE HOLDER Miami Shores Village Bldg. Dept. 10050 NE 2nd Ave. Miami Shores, F]. 33138 Fax; 305- 756 -8972 ACORD 25 (2010/05) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFO E THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZES + Resew ®1 8-2010 A The ACORD name and logo are registered marks of ACORD CORPORATION. All lights reserved. City of Homestead Local Business Tax Receipt Tax Receipt No: 0002287 Tax Receipt Name: CONSTANT COOLING, INC. 2909 SAN REMO CIR HOMESTEAD, FL 33035 -1164 Expiration Date: 09/30/2014 License Type: RES Category Description Units 88110 HOME OCCUPATION - OFFICE ONLY 1.00 Hours of Operation: Comments: A/C CONTRACTOR -PHONE USE ONLY: Note: If any information is incorrect, please call: 305- 224 -4504 The issuance of a local business tax receipt does not permit the licensee to violate any zoning law of the county or municipality, nor does it exe pt th' licensee from any other license or permit t at may be required by law, nor does it certify t at the licensee is qualified to engage in the business, profession or occupation specified hereon. Mailing Address: CONSTANT COOLING, INC. 2909 SAN REMO CIRCLE HOMESTEAD, FL 33035 CITY OF HOMESTEAD TAX RECEIPT DIVISION 650 N.E. 22 TERRACE HOMESTEAD, FLORIDA 33033 THIS TAX RECEIPT MUST BE PROMINENTLY DISPLAYED � .v .4WRt CONSCOO -01 KHM1 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 6/23/2014 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 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 PHONE (A/C. No. Ext): FAX (A/C, No): E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Twin City Fire Insurance Company 29459 INSURED CONSTANT COOLING, INC 2909 SAN RIEMO CIRCLE HOMESTEAD, FL 33035 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : ERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAI 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. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POUCY EXP (MM/DDMfYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ GE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ CLAIMS-MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE UMIT A['PUES PER: n POUCY n 28- fl LOC $ AUTOMOBILE — _ — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ _ _AUTOS SCHEDULED AUTOS NON -OWNED COMBINED tSINGLE OMIT _$— $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA UAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ S DED I J RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? [] (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N / A 76WEGFX9908 12/9/2013 12/9/2014 X WC STATU- TORY LIMITS oat ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L DISEASE - POLICY MIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Add owl Remarks Schedule, If more space Is required) License # CAC1815688 Fl ATE HOLDER CANCELLATION I Maims Shores Village Building Dept 10050NE2dAve, Miami Shorees, 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 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD l BY Fis JUN 23 2014 ores 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 /J(' /t/-/ 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): 3 s 1 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 disconn cting means: YES ❑ NO v ARHI Sheet Attached: YES NO ❑ Contract Attached: YES III UNIT BEING REPLACED DATA NEW UNIT -V AA MANUFACTURER iZetek / AHU or PKG. UNIT MODEL# ogZI z4- G.km 1 4e .-f COND. UNIT MODEL# firSA -P.A 0 9 4°t I0 KW HEAT /0 NOM TONS 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 _ �� YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT () NO YES NO NEW 4 "CONCRETE SLAB YES YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity (Wire Size): If W 2. 3. Voltage of Circuit (208/240/480): o� Maximum Overcurrent Protection (Fuse /Breaker Size): 112 0 4. Size Disconnecting Means: 17 (A lk Contractor's Company Name: CONSTANT COOLING INC Phone: 305.259.3718 AC1815668 State Certificate or istration No. Signature (Revlsed02 /24/2014) (Qualifier's signature) Certificate of Competency No. /4// Date: To: Pasta 2 of 7 2014 -06 -13 I 7:30:33 (Q MT) From: VanoIca Ca mmooI PG 10F2 CONSTANT COOLING INC. 2909 San Remo Circle Homestead, Florida 33035 EMAIL: CONSTANTCOOLINGINC @YAHOO.COM (305)259 -3718 LIC# CAC 1815668 **** 1klY+ ksY4r +7�1Y4drirealFilYirsFir*****4 **** 4rdYlYoYltir+ 4iri irlfrJrsflti: Y+ ftrlYirlYirk irstir**** ir+ 4********* *** *4irir******1L*i4ir******* DATE: 06 /1/ PROPOSAL SUBMITTED TO: A•DRES PUENTES & MARIA ARANGO JOB ADDRESS: JOB PHONE: EMAIL: 354 NE 91 ST. MIAMI, FLORIDA 33138 We hereby submit specifications and estimates for: SCOPE OF WORK s-�14�1 1/ 70,4 • eau_ /6 s5&t 1±7, 1 601),R-s l t ;, 2.-) nlew `? S -/.4- s1 � Flo t.4, -S t%✓ i te� s- P,.e.L /� r A r -r , — eo n1 Co wt fi irMv /a r -GA) re- P 0 Ai t o t �S /0 r AA) r -net 0a1/ Ate? L y To: Pogo 3 of 7 2014 -00-13 17:60:33 (<3IV1T) From: Von.loa G®mrnooIc PG 20F2 ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WE PURPOSE: hereby to furnish material and labor complete in accordance with above specifications to include overhead and profit for the sum of AUTHORIZED SIGNATURE X $ 600 00 ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCEPTANCE OF PROPOSAL- The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. DATE OF ACCEPTANCE X SIGNATURE X SIGNATURE ILJICIIP co ti.../ CERTIFIED www.ahridirectory.org This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2013. Certificate of Product Ratings AHRI Certified Reference Number: 3799428 Date: 6/23/2014 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM49 Indoor Unit Model Number: RHKL- HM4821 +RCSL -H *4821 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM, RUUD, WEATHERKING Series name: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI - sponsored, independent, third party testing: Cooling Capacity (Btuh): 46000 EER Mating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling }: • Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which Indicates an involuntary rerate. 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.ahrldirectory.org, click on 'Verify CertIRcate° 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. ©2014 Air- Conditioning, Heating, and Refrigeration Institute AIR.cONDmoNINO, HEATING, a REFRIGERATION INSTITUTE we make life better' 0.: I 1 1 E BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS tCENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE. MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. 150LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE LSNI DTICATION, TV. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 IN ADDITION TO TIE-DOWN SCHEDULE FOR CLIP INFORMATION, TYP. 3° MAX ! • HOST STRUCTURE DESIGN BY OTHERS.' SEE TIE-DOWN SCHEDULES FOR AULOWABLE SUBSTRATES. NOTE: WOOD MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLICATIONS PER FTC 1522. MAX DOUBLE CUP OPTION: (2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 3° FROM CORNER APEX, TOTAL OF (8) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT EXCEED 3' MAX OFFSET FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED IN THE TIE -DOWN ANCHOR SCHEDULES. SEE SHEETS 28:3 FOR MORE INFORMATION. (1) CLIP AT EACH CORNER AS SHOWN WITH 3° MAX OFFSET END OF MECHANICAL UNIT. MECHANICAL UNIT TIE -DOWN ISOMETRIC I° = V-0° ISOMETRIC *FOR CLARITY, THIS ISOMETRIC ONLY SHOWS 1° CLIPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1° AND 2° CLIP APPLICATIONS. ITIE -DOWN CLIP DIRECTIVE EXAMPLE E (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 283 FOR TIE-DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= 3E' TALL x 38' DEEP X 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIED BY OTHERS. PROCEDURE: PROCEDURE STEP RESULT LOCATE THE AT GRADE TIE-DOWN SCHEDULE ON SHEET 2 AND SELECT CLIP TYPE CONSIDER 1' STEEL CLIP 2- DETERMINE LRRUESI rACEAREAOFMEYiBNICAL UNIT TO EEINSTALLED -- 36P:3B°=9FT° 3. 4 S CHECK MAXIMUM UNIT HEIGHT RESTRICTION CHECK MINIMUM UNIT WIDTH RESTRICTION DETERMINE THE NUMBER TIP CLIPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT UNIT HEIGHT IS 38" WHICH IS LESS THAN THE MAXIMUM ALLOWABLE HEIGHT OF 48` UNIT WIDTH IS 24` WHICH IS EQUIVALENT TO THE MINIMUM ALLOWABLE WIDTH OF 24' CONSIDER (1) CLIP AT EACH CORNER, INSTALLED TO CONCRETE SUBSTRATE CONC.USION: MAXIMUM ALLOWABLE LATERAL DESIGN Femme. I1 (COMPARE THIS VALUE ID THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY LI CENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CER77PICATION) 'GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DEIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE WITH ASCE 7 -10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS *TEL 01970387A *1W.019703878 BY TESTING EVALUATION LABORATORIES, INC. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE . B. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS A(CLEAR SPACE, ND ARE rue EXPRESS ESETC.) SHALL BE AS PER OF THE CONTRACTOR. RECOMMENDATIONS 7. FASTENERS TO BE *12 X N,' DR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE 17W BUILDEI BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL. (GRADE D) WITH FY = 33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 201.0 FBC SECTIONS 2203.2 AND 2220. 690-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. 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 OP 3192 PSI, UNLESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE #2 WITH SPECIFIC GRAVITY G = 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS/SLEEPERS IS NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FBC SECTION 1522. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.E.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, ND ADDITIONAL CERTIFICATRINS.OR AFFIRMATIONS ARE INTENDED. 14. 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 LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 15. WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE TIE 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. J DESIGN PRESSURE EXAMPLE SCENARIO SEE SHEET 4 FORA SITE - SPECIFIC DESIGN PRESSURE EXAMPLE & ACCOMPANYING UNIT CONFIGURATIONS WITH TIE -DOWN CUP REQUIREMENTS. H gih a 2 i H . HIL1LEMANNOPS BMP -0001 L LT.B 1" STEEL CLIP TIE - DOWN SCHEDULE: AT GRADE INSTALLATIONS: ANCHOR NA73NUM SURFACE AREA OP MIS RAR66T PPG UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRA (ANCHOR TO HOST STRUCTURE) (1) • AT EACH CORNER (,TOTAL 0P4 cups PER •: • SEALED WOOD, 1 -1/3• MIN THICKNESS: (SOUTHERN YELLOW PINE, G -0.55 OR BETTER) (2)_CLIPS AT EACH CORNER TOTAL OP 8 CUPS PERUKT/ 14) CAPS AT EACH SIDE (TOTAL OF 8 CUPS PERR00T)N TANKER TO CONCRETE SHOT METAL SCREW TO AWPRRIM SHEET METAL SCREW TO STEEL. WOOD SCREW TO WOOD TAPCON TO CONCRETE SHEET METALSCREV TO AWMMIM SHEET METALSCEEW TO STEEL WOOD SCREW TO WOOD TAPCW/ TO SHEET METAL SCREW TO STEEL WOOD SCREW TO WsO//�,4,I,, -� GCONNNCCRREETE pp %E/ / /ri %/�!%9/ I�y����U14/HI,HI,/W1,,H� �/!//!/ //MiM /%/ V /74%%74%'//!// 9P12 32• MAX 15'1457 92 PSP 32 PSP 92 PSP 32 PSF 60 PSF 60 PSP 60 PSF 60 PSF 4 FT2 48 • MAN 54 • MIX - 90 PS? 90 PSP 90 PSP 9095E 170 PSP 170 PS? 170 PEP 170 PP 123 PSP 123 PM' 129 PP 123 PSP ... ....E.� .. ._ ... ...... 6OP0. 9 FT2 40 PEP) 40 PSP 40 PSP 40 PS7 75 PSF 75 PSP 75 PSP 75 PSP 54 PSF S4 PST 54 PP 54 PP 12 Fn P5F 30 PEP 30 PM' 30 PSP S6 PSP 58 PS? 58 P9' 58 PSP 41 PSP 41 PP 41 PST 41 PP 16 FD / / /// / / / / / / / ////// /// %////////% / / // / / / / /. / / / //// / / / /// / /// //// / / / / / / / / ///M ///4 42 PSF 42 PP 42 PSF 42 MP 30 PSF 30 PSP 30 PSP 30 PSF 20 FT2 60 MAX 48 MIN IN PSF 29 FP 29 PIP 27 PSP 55 PEP 55 PSP SS PSP 52 PSF 49 PSP 49 PSP 49 PSP 48 PA' 25 FT2 / //// / / // ///7 7,7 ////////////,7/777 ///7 /7 44 PSF 44 PSP 44 PSF 42 PEP 39 PSP 39 PSP 39 P9' 38 OSP 30 FT2 71/ ///////7///////%////////////7////%//// /j / / / / / / / / / / / / / / % / / / / / / / / / / / /// /// 37 PP 37 PS? 37 PP 35 PSP 33 PSP 33 PSP 33 PSP 32 PSF 36 Fit f % /// /////// %7// / //%/ // / / ///' // /. 30PS so PSF 90 P9' - 29 PS? 27 PSP V PP 27 PS? 28 PST 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)412 SAE GRADE S SHEET METAL SCREWS OR (2)- 31'G SAE GRADES SHEET METAL SCREWS. (NOTE: FOR LONGER CUPS UTILIZE (5)412 SMS OR (4)-WE EMS). 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 24. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH 14y-30 KSI, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33161 MIN. STEEL, GRADE 33, 22GA MIN. (t- O.0256'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1' CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE- SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ANCHOR SC1EDUlE NOTES : CONCRETE: (4' THICK MIN, 319261 MIN.) (1)-WE CARBON STEEL ITW BUILDS( TAPCON, 13'{ FULL EMBED TO CONCRETE, 2 W MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: MIN. THICK, 6061 -T6 MIN. ALUMINUM) (1)-014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF IC E. 2. 2. ENSURE MINIMUM EDGE DISTANCE AS SCHEDULE. IN ANCHOR SCHEDULE. TABLE LEGEND: STEEL: (0.125° MIN. THICK, 33 161 MIN. STEEL) (1)414 SAE GRADES SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 7 -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE 7 � ',/ 4 -DENOTES VALUES NOT APPROVED FOR USE SEALED WOOD: (SOUTHERN YELLOW PINE, G-0.55 OR BETTER) (1) 414 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 1 'Id' MIN. THREAD PENETRATION, 1' MIN. EDGE DISTANCE, 1° MIN. END DISTANCE. ` tt -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET 4 2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: HMDMUM SURFACE AREA OP UNITS LARGEST PACE GOT HGGHT EXIT GDP/ MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) 02? AT EACH CORNER QOTAL OF 4 DIPS PER UNIT) (7) CLIPS AT EACH C TWER (TOTAL OP 8 CLIPS PER UNIT) (4) LIPS AT EACH SIDE (TOTAL OF 8 CAS PERI80T)TT TAPCON TO CONCRETE SHEET METAL SPEW SHEET METAL SCREW TOILLUMPME4 TO STEYR WOOD SCAMP WOOD TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL WOOD SCREW TO WOOD TAPCON TO CONCRETE SHEET METAL SCREW TCI ALUMINUM SHEET METAL SCREW TO SIEI. 24 • MAX 12 .71114 43 PSF 79 PSP I 73 PP 73 PSP 81 PP 141 PSP 141 PIN 14315P 9F12 32 • MAO 15' MM 32 PSP SO PS? I 53 PSF 53 PCP 60 PCP 103 PSP 103 BE 103 PEP 4 P13 6 F72 9 FT2 12 FT2 16 FT2 48 MAX 24 "MIN 90OSP 147 BE 147 PSP 147 PSP 170 BE 200 PBF 200 PP 200 PST // / /. / /// // /// ////// 223 PP 43 PSF 43 PSP 100 POP BP PSP WOOD SCREW TO WOOD / // , f %/// 0/ / / / % /4•A' ■ 43 PSF 200 PS BO PIN 99 PEP 00 PSF 99 OSP 113 PP 101 IMF 191 PSg . 191 PEP AT PSF 142 PSP 14215E 141 PSP 40 PSF TS PSF 65 PSP PPP 7S PSF 127 PSF 127 PP 127 PSP 54 PEE 949E 94 PSP 94 VW 30 PSF 49 PSP 49 PSP 49 PP S6 PSF 95 PSF 95 FP 95 PSF 41 PR' TI PEP 71 PP 71 PSP 20 FP 25 FT2 30 F12 18 FT2 60 MAX / /L ////O//% Row 4B " % % % % % / / / 7 / / //, 36 PET 38 PSF 36 PEP 42 PSF 71 P&' n PW 71 PSP 30 PSF S3 PSP 53 PS? 23 PSF 44 PSP 44 PS? 44 PP ES PIN 86 PSP 85 ME 49 PSP 79 PS? . 79 PP 79 PSF 35 PSP 35 PP 35 PSP 44 PSP 69 PCP 69 PSP 39 PP 63 PS? 63 PC' 63 PSP �PSP 29 PS? /%//// 30P P 29 PSF 37 PSF 57 PEP .57 PSP S7 AID 33 ASP 52 PSP 52 PSF 52 PSP 48 0SP. 46 PSF 48 PIN 27 PLR' 43 EN 43 PSF 43 PSI, 1. TIE•DOWN CUPS SHALL SE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)412 SAE GRADE S SHEET METAL SCREWS OR (2)- %6'S SAE GRADE 5 SHEET METAL SCREWS. (MOTE: FOR LONGER CLIPS UTILIZE (5)412 5145 OR (4)-Ma 5145). 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH H4y-30 K51, 0.125' MIN. THICKNESS. 2.2. 5155. HOUSING UNITS SHALL BE 331(51 MIN. STEEL, GRADE 33, 22GA MIN. (t- 0.026P). 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. • SUBSTRATE ANCHOR CONCRETE: (4° THICK MIN, 3192151 MIN.) (1)45'S CARBON STEEL 1TW BUILDEX TAPCON, 135' FULL EMBED TO CONCRETE, 2 V/N' MIN. EDGE DISTANCE, 3• PUN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (0.125• MIN. THICK, 6061 -1E MIN. ALUMINUM) (2)414 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD MANE FOR SHEET METAL SCREW. STEEL: (0. 125° MIN. THICK, 331ST MIN. STEEL) (2)414 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. • SEALED WOOD, 1 -1/3• MIN THICKNESS: (SOUTHERN YELLOW PINE, G -0.55 OR BETTER) (2)414 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 1 W MIN. THREAD PENETRATION, 1° MEN. EDGE DISTANCE, I MIN. END DISTANCE. ANCHOR SCHEDULE NOTES: 3. EMBEDMENT AND EDGE THCTANrP EXCLUDES FINTSHES,IA Amt 1CAR E 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND) - DENOTES VALUES NOT APPROVED FOR USE -SEE ALTERNATE CUP DETAIL 5/4 ON SHEET 4 tt 1 .W C 11 -BMP -0001 04 Y+BB r J 1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS : HAOMUM SURFACE AREA OF UNITS LARGESTWM UBOT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PROM= (Almon To MOST STRUCTURE) (I) CUP AT-.., CORNRR (TOTAL OF 4 • • PIN MT) (2)NPS AT EACH CORNER ((O((A. OP8 TAPOUNTO CONCRETE SHEET METAL SCREW SHEET* METAL SCRBN 7AKON TO CONCRETE METAL SCREW TO ALUMINUM TO STEEL TO ALUMUM 6 ITS 9PT2 4 FT2 6142 9 ITS 12 FR 16112 24 MAX 32' MAX 4E* Ma 12' MIl 30 PSF 30 PSP 30 NE 54 PSF 15' PEN 24' MAX 61 P161 41 08E 27 POP 111 PSF 41 OW 27111 20 012 25 FT1 30 F12 36 FR 60 MAX 48' MAX 40 PEE 113 PSF 75 08F 60 PEP 37 PEP 75 PSF 36 P51 �P5F 54 PS 40 PEP 113 PSF 75 PSF 50 PSF 37 PSP 25 PSF 36 PSF 29 PSF TOPSXRA UNIT! SHEET* METAL SCREW TO STEEL 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3 )-612 SAE GRADE 5 SHEET METAL SCREWS OR (2)- %'(O SAE GRADE 5 SHEET METAL SCREWS. (NOTE FOR LONGER CLIPS UTILIZE (5) -612 EMS OR (4)- WO SHE). 2. MECHANICAL HOUSING UNIT SHALL. CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Pty-30 X51, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 331(51 MIN. STEEL, GRADE 33, 22GA MIN. (1- 0.0299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY CF THE 1• CLIP. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED: FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE- SPECIFIC ENGINEERING. SUBSTRATE - ANCHOR CONCRETE: (4° THICK MIN, 31921(.51 MIN.) (1)4'0 CARSON STEEL 1TW BUILDEC TAPCON, 1 %" FULL EMBED TO CONCRETE, 2W MIN. EDGE DI STANCE, 9° MIN. SPACING TO ANY ADIAC NT ANCHOR. ALUMINUM: - (0. 125' MIN. THIN(, 8061-T8 MIN. ALUMINUM) (1 )-614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (S) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0. 125' MIN. THICK, 33 K51 MIN. STEEL) (1 )-014 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 59 PSP 40 PSF 113 PSF 75 POP M PEP 37 PEP 78 PST 36 PSP 70 ME T (41 CUPS AT PACs SERE (TOTAL Of a CUPS PER Mitt APC IN ID �� SHEET METALSCNAW BEET METAL TO ALUMINUM SCREW TO STEEL (1311W SE PSF 37 PSF 27 PS 20 PSP 33 PSP 26 PSF / / / / / /// 7 / // / % // /.4 63 PO 83 PSP 55 PSF 37 PEP 27 PA' 20 ESE 3315P 26 PSP 55 PSF 37 PSP 7J ME 20 PS? 33 PST 26 PSF MOTH ROOFTOP/ASTALATJOSA SHALL CONFORM TO =AAR =D60 CODE 56CMON ISO (AHD 1542 MR MG) WINCH REQUIRE MAT ROOF MOUNTED NEW/VOCAL UNITS SE MIAOW ON CURBS RAE=A BNI2AIN OPE MOUE ABOVE MG RODFSURFACP.O OMERB ROOMS MAMAS ERR=REEXIM G MT, ON RAIS50 EQUIPMENT AA O i8 65124T15A MWDOA4 CLEARANCE ISMSHEAIA ACCORDANCE 5105015 WIE ID/OR 1E22 OPTIC EUILOINGcone TO PBDDT REFROZE, REPIACENNIE, AND/OR MAUITERANCE OBE O MVO ANY ORSORSE OR T M12ED OMEN MALL HAVE SEPARATE OO WAMON V®IIPMNO ESBGRDYRAOS O SCOPE OP THIS CENSOINCMG =A7101. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP (DESIGN TABLE ACCOMMODATES MAX 901.19/CLIP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASC E 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CLIPS UTILIZED X SOLO /CLIP EXAMPLE: 4 CLIPS x90 LB/CUP -360LB (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN MS CERTIFICATION) TABLE LEGEND: -DENOTES VALUES NOT APPROVED FOR USE j t -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET 4 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXINUNSURFACE AREA OF UNITE LARGEST PACE BIT "0(011 MOT WHIN SHEET METAL SCRIPS TAPCON TO CONCRETE TO AUNNS4 MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF CUPS PER UNIT) (21 CUPS AT EACH CORNER (TOTAL OF 8 CUPS PER UNIT) (4) (SIPS AT EACH SIDE (TOTAL SF a CUPS PER UMTHH SHEET M6TALSCREW TAPCONTO CONCRETE WEST METALSCREW TO STEEL TO ALUMINUM SHEET METAL SCREW TACON TO CONCRETE . MET METAL SCRBW TO STHL TOAMMBN S 6 FT2 OPTS 11' MAX 24 "MAC 12' 15' NUM 30 MP 61 PER SIPSF 54 OSP 117 PSF 117 PSF 4112 B PTA 9 FT2 12172 16 F12 20112 20 FT2 30PT2 16 112 48 ° MMAX 24 - MAX El MEP 41 PEP 7 7 / // // / //// / / / / / / / / / / / /f // / / / / / /// / / / / / / / / / / / / / / / / / /// / iiiiiaiaiiiiaaiaii/ iiiiiiiaaiaiaiiiiaiaiaraiioiaii W MAX 48 • MAX 44 MMR 123 E 02 PSF 54 PS' 41 PS/ 50 PSF 44 PST 123 PS 82 PSP 94 PSP 41 PSF 30 VW 40 PSF 113 ASP 75 PST $ PSG 37 PSF RIPE? 16Psp 36 PEP sE PEP SO PSF 36 PSP 85 PAS 200 PSP 158 PSP 105 PSP 55 PSF SIN PST 1M ME 105 ME ii/ ' SHEET METAL SCREW TO STEEL i �ii /Ma/"07 0/MoAl / 36 PSP 36 PS 63 PSP 55 PSP 37 PSP 177 M9' 177 PSF 115 Ps 118 PS 79 PEP 79 PST 27 PSF MIA' 19 PSF 20 PSP 7E ME 71 MP 33 PSF 57 PSF 57 PSG 39 PEP 1. TIE -DOWN CLIPS SALE. BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-612 SAE GRADE S SHEET METAL SCREWS OR (2)- GRADE 5 SHEET METAL SCREWS. ( NOTE: FOR LONGER CLIPS UTILIZE. (5)412 WAS OR (4)- %'D EMS. ]. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL of 6083.76 MIN. ALUMINUM SHEET WITH Fty -30 KS, 0.125• MIN. THICKNESS. 2.2. STEI. HOUSING UNITS SHALL BE 33K51 MIL. STEEL, GRADE 33, 22GAT41N. (1- 0.0299") 3. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEETUNG. WO SAE SUBSTRATE ANCHOR CONCRETE: (4' THICK MIN, 31921(51 MIN.) (2)-WE CARBON STEEL ITN MILDER TAPCON, 1 %' PULL EMBED TO CONCRETE, 2 W MIN. EDGE DISTANCE, 3' MIN. SPA�NG TO ANWADLACENTANCiOR. . ALUMINUM: (0. 125° MIN. THICK, 8061 -TA MIN. ALUMINUM) (2) -614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL (6. 125• MIN. 11410C, 33 1(52 MIN. STEEL) (2) -014 SAE GRADE S SHEET METAL SCREW TO STEEL, PROVIDE (5) P11401B MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXID.C)DES FI , IF APPLI ABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 39 PSP 78 PSF 59 44 PSP 65 PG= IQ PSP 43 PSF 36 PSP POP 78 PSF 59 ME 44 PM 55 PEP 57 PSF 43 PSF 36 PSF NOTE: ROOFTOPENSTAUAIIOYS SNAIL CO RP= 7O PLOR70A ANIDMG conE SECDON 1M9 (AND 1522 ADS INNZ) WWI REQUIRES THAT ROOF MORTIS] NECHADUE =V Cl =STEP OR 08G5 RAISED NOIMDMOP 8 NAMES =WINE ROOF57RPACB, OR 1070E ROOFING MATERIALS ON EXIEND MEATH OW BASED EQI REMELT SA301U5 PROWWMOa MOM =VANCE MOTRAERA968 MCP EOM SELi70N IMP AAD/OR 1.E72 OF MG =UM COUMro PERM! REPAIRS, Imo, AND/OR NA IEVARL$ OF THE ROOFING OST 001 ANY CURSOR SUA♦nAT ODES WITH THIS OENG.a,.,, RAVE SEPARATE DOCUMSVEARCII 7IFYING ITEOR Y ANDES =ODE WE SCOPE OPTIES cERMMCanmY. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP DESIGN TABLE ACCOMMODATES MAX AOLB/CLIP AS ADDITIONAL UPUFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7 -19 SECTION 29.5 FOR MORE INFORMATION.) AL.OWAUL5 UPLIFT PER UNIT 15 BASE) ON THE NUMBER OF CUPS UTILIZED x 90L3/C LIP EXAMPLE: 4 CLIPS x 90 CB/CLIP -36m (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED -. ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CODIFICATION) TABLE II061401 - DENOTES VALUES NOT APPROVED FOR USE -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET4 tt 11 SOPEETET L a,: - • P.6 11 -BMP -0001 T 04 J I I I I I I I I 0.068° THICK ASTM A2B3 STEEL, TYP. (3) -413.2 SAE GRADE 5 SHEET METAL SCREWS OR (2) -318° SAE GRADES SHEET METAL SCREWS AT TOP OP SLOT, TYP. 0.19' 'FOR ANY CLIP LONGER THAN 10° UTILIZE (5) -512 SAE GRADE S SHEET METAL SCREWS OR (4) -3/8° SAE GRADE 5 SHEET METAL SCREWS (PROVIDE 2-PUN. SHEET METAL SCREWS AT THE TOP OF THE CLIP) TYP. 0.7 WE HOLE, WITH ANCHOR FROM I' CUP ANCHOR SCHEDULE, TYP. 1" CLIP ISOMETRIC DETAIL Af( 4 Og to oC (OTHER DIMENSIONS SIMILAR) (3) -532 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP* TO MECHANICAL- HOUSING UNIT BY OTHERS, PROVIDE(5)PINCHES -MIN. PAST THREAD PLANE FOR EACH SHE, TYP. N.T.S. 0.125° 0.113' TWIN ASTM A283 STEEL, TYP. ISOMETRIC 0.068° THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL. BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty =30 KSL, 0.125° MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33131 MIN. STEEL, GRADE 33, 22GA MIN. (t =0.0299%.. 1" TIE -DOWN CLIP ANCHOR DETAIL ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 3° =1'-0° CUP IS DESIGNED FOR FULL CONTACT WITH THE EASE OF EACH MECHANICAL UNIT, TYP. UNIT WIDTH 6° MAX 6° MAX CLIP OFFSET I CLIP PAIR SPACING I CLIP OFFSET nr� nn (3) -012 SAE GRADE S SHEET METAL SCREWS OR (2) -3/8' SAE GRADE S SHEET METAL SCREWS AT TOP OF SLOT, TYP. WE HOLES, NOT TO BE USED FOR ANCHORS, TYP. 375° Op• >>0.50' 0.50° FACTORY -MILLED WE HOLES' UTILIZE (1) OR (2) ANCHORS FROM 2' CLIP ANCHOR SCHEDULE, TYP. 2" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC 3° TYP ( CEP -CIP SPACING UTILIZE (4) CUPS EA SIDE OP UNIT FOR A TOTAL OF EIGHT PER UNIT uu T uu ttALTERNATE CLIP DETAIL MECHANICAL UNIT PER SEPARATE CERTIFICATION N.T.S. PLAN DETAIL 0.113° TWIN ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TIP. ,�°• a1( l.. ATE SHEET METAL •S�Fti� •1��� (3)-512 SAE GRADE S Y`.1011 THROUGH CUP TO ,y„,„HHHXw, MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH SMS, TW. (1) OR (2)ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 21 TIE -DOWN CLIP NCHOR DETAIL DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, VP. DESIGN PRESSURE EXAMPLE SCENARIO (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE SITE SPECIFIC DESIGN PRESSURE FOR 175 MPH, EXPOSURE D. THE DESIGN PARAMETERS USED HEREIN SHALL BE VERIFIED BY A LICENSED ENGINEER, REGISTERED ARCHITECT OR BUILDING OFFICIAL FOR APPLICABILITY TO THE SITE- SPECIFIC ADDRESS AT WHICH THE MOUNTING SYSTEM ILLUSTRATED HEREIN IS BEING INSTALLED. THIS CALCULATION ASSUMES NO WIND SPEED -UP EFFECTS, BUFFETING OR CHANNELING FROM OTHER STRUCTURES) SITE SPECIFIC PARAMETER EXPOSURE CATEGORY .D MEAN ROOF HEIGHT 70 FT MAX HEIGHT OF UNIT CENTROID (ABOVE ROOF } «... ....... TOTAL HEIGHT OF UNIT CENTRED ...... «. .. « .................. «.. «7OFT + S.00FT= 75.00FT DESIGN Vnm ng L ES Kd -0.90, 42=96.28 PSF, GC (LATERAL) -3.10, GC (UPLIFT)- 1.50 (ASO) LATERAL WIND LOAD- 0.6 x (qz x GO) - 0.6 x 96.17PSF x 3.10 - (AL4D) UPLIFT WIND LOAD- 0.6 x (qz 5 GC) - 0.6 x 96.17PSF x 180 - 30 °x30°530' UNIT INSTALLATIONS MUST MEET/UTILIZEE THE FOLLOWING CRITERIA: • HEIGHT FROM GRADE TO CENTROID OF UNIT SHALL BE s 75.00 FEET. • UTILIZE (2)-2° TIE -DOWN CLIPS PER CORNER. SEE 'ALTERNATE SPACING DETAIL 5/4° FOR CUP CONFIGURATION. • 'UTILIZE (4) -012 EMS TO HOUSING UNIT PER EACH CLIP. • •UTIIZE (2)-914 SMS INTO 1/8' 6061 -T6 ALUMINUM RAIL/SUBSTRATE PER THIS APPROVAL • "UTILIZE (2) -614 SMS INTO 1/8' 331(51 STEEL RAIL/SUBSTRATE PER THIS APPROVAL 5I1<iZl7 -37 Es i 4ll i 9 <._: !.!.�_ nL.S z.11.1111_1__ L E • • ■ r,_II?„r,• • HEIGHT PROM GRADE TO CENTROID OF UNIT SHALL BE 3 75.00 FEET. • UTILIZE (2)-2° TIE -DOWN CUPS PER CORNER. SEE 'ALTERNATE SPACING DETAIL 5/4° FOR CUP CONFIGURATION. • .UTILIZE (5) -512 SMS TO HOUSING UNIT PER EACH CLIP. • 'UTILIZE (2)-514 SMS INTO 1/B• 6061 -T6 ALUMINUM RAIL/SUBSTRATE PER THIS APPROVAL. • ' UTILIZE (2)814 EMS INTO 1/13° 331(51 STEEL RAIL/SUBSTRATE PER-THIS APPROVAL. 'SEE 2° STEEL CLIP TIE-DOWN SCHEDULE: ROOFTOP MOUNTED INYSIALLATIDN TABLE NOTES & ACCOMPANYING ANCHOR SCHEDULE FOR ADDITIONAL ANOWWSUBSTRATE INFORMATION, INSTALLATION TO CONCRETE MAY NOT BE UTILIZED FOR THE DESIGN CRITERIA NOTED IN THIS EXAMPLE. ,,. U z I�1 'fik �0Lt g H O a co NP0830F89XLRBR®OPE 11 -BMP -0001 l tN.T.S 1O4