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MC-12-202Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Inspection Number: INSP - 169644 Permit Number: MC -2 -12 -202 Scheduled Inspection Date: March 26, 2012 Inspector: Perez, JanPierre Owner: BROWN, BRUCE Job Address: 402 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUN STATE MECHANICAL, INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)758 -1303 Parcel Number 1132060140470 Phone: (954)962 -1240 Building Department Comments CHANGE OUT 5 TON PACKAGE UNIT NEW ROOF CURB NEW SUPPLY AND RETURN DUCT 6 l7i Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2012 For Inspections please call: (305)762 -4949 Page 13 of 37 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO,f� L' d<16;∎'Q1C)T AX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111 11111 11111 11111 11111 1111111111 1111 1111 STATE OF FLOR THEREBY CERTIFY „rigrrra( f of in Ns CFN 201280200662 OR Ek 28042 Ps 0002i (fps) RECORDED 03/21/2012 1O:35:38 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE QTY OF DADE. hie a true copy units 2 � /, A® WITNESS Trey {mod ef1ti HARVEY RUYII4, C THE UNDERSIGNED hereby gives notice that improvements will be m9te to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Seat Count Manta Spa above reserved for use of recording office 1. Legal description of property and street/address: ! e) /vg, 2. Description of improvement i2/e/./Gr if Re 1j maxisearmteisrararamtrz 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contr -ct r' name, a dre-= and pho e nu 5. Surety: (P. ent bond required by owner from c.22.0.trActor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: �— 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording uNess a different date is specffied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By. Print Name Title /Office =^ STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore in instrument was By ❑ Individually, or ❑ as for "ersonally known, or Cl produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. • -r Own .t prized Officer /Dire tor/Partner /Manager ,/2 .2 �,. -- By \:$'040/4-0C104.-- 01-MY COM '1 SI• DD @.� !sP EXPIRES September 12, 2D" ' ` FIoridallotaryServCe.com (447) 398 -0153 before. me this /V' day of qpw I rl El 11,41111. Signatur By "PP. AO : *: MY COMMISSION # DD915205 , EXPIRES September 12, 2013 (407) 398-0153 FioridsNoterySernce.com 's Authorized Officer/Director /Partner/Manager who signed above: By 01112-Ur\ BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: MECHANICAL /� OWNER: Name (Fee Simple Titleholder): �3 /� /fi eG Address: � Z A/' 9 r ft City: ,Th l , ~ ' State: ea, Zip: Tenant/Lessee Name: Phone #: Email: REC PAVED FEB 0 3 201; Permit No. MCA 2 -2(32_, Master Permit No. Phone# 1W49 1 / JOB ADDRESS: <' 2 . . ` L iv City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: County: Miami Dade Zip: CONTRACTOR: Company Name: j2-) r 154 i%2 j friOa Phone #:5r9— 57Z— %f> Address: /' Iv d' r • City: Qualifier Name: /9L Zip: f le i Phone #:5C- V2—/-2,7 State Certification or Registration #:/:/5140 2'.f � �/ Certificate of Competency #: Contact Phone#? r7 -f 9,--/2/ 5 Email Address: 24f/ e AT/9L DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ / e) Square/Linear Footage of Work: Type of Work: ❑Address fj ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Ct/ /L ��" ) r /,4„. Ak/e,pie /A ®" Gri/i/� /rte, ��s,®%1 Q A /Pi< ael r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **(6* es * ********* * * * * * * * * * * * * * * * ** * * * * * * * * * ** * ** Submittal Fee 0.6 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ( • 11,0 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature L . Omer gr`Agent The fo a oing instrument was ac owled'gedd ,bee''fore me this day of '<2D , 20 Qby CALL, 1 t_k who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of C-1 , 20 who is personally known to me or who has produced 'L 0 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **************************** ***** **** ******************************************************************* APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) w s „ Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. �i Job Address (where the work is being done): ©!� 2 ,v/c7 / rr'5 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 ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES rA NO ❑ ARHI Sheet Attached: YE NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT ;; L I MANUF_ RER -m/iel AHU .r PKG. UNIT MODES a► 1/Y---42.- 60 . i;-- / COND. UNIT MODEL # KW HEAT -- 17,4'M 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 i�c/ YES NO REPLACING DUCTS NO YES NO REPLACING THERMOSTAT NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND 2 /'A,O egi. NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): a 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3-4v 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ,ry .. State Certificate or Registration 416.0' 9)-2 Certificate of Competency N. 09-0 4/92 77 )n Phone: 5iY--317 Signature Qualifier's sign r Date: 02/02/2012 15:29 AC•RO' �..-- CERTIFICATE OF LIABILITY INSURANCE Page 1/1 1 OP ID: TR` DATE, 02112 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 POLIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHOR® REPRESENTATIVE OR PRODUCE AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, fire pollcy()es) must be endorsed. I SUBROGATION IS WAIVED, subject to the tams and condMons of the policy, cetaln policies may require an endorsement A statement on this certificate does not confer fights to the certificate ha In INu of such easem_ el,_ttsl, Pe 554616 -1800 Roebuck Associates Insurance EzLLC 954-616 -1 889isto, Eat Davie, FL 33,328 Drive, #301 Roebuck Associates 40NTACT 4f1 (! C. No): c srrouERno ll SUNST-1 INSIMD Sun State Mechanical Inc. 5800 SW 25th Street Bay 5 Hollywood, FL 33023 INSURERS) AFFOROM COVERAGE INSURER A: Nova Casualty Insurance Co. NNC• INSURER B: INSURER C : INSURER O: INSURERS: •�1 1: : 1 c Me:URCRF 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 THOS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS 51OWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. e1SR A TYPE OF INSURANCE G61BML LIABILITY X /IDOL SUER COYMERCIAL GENERAI. LIABILITY I CLAIMS -MADE El occu GENL AGGREGATE LIMIT APPLES PER I POLICY El n LOC 09AL0633244 POLICYEFF Pik} alt/Lo 07/27111 Pc4cYEXP '1�2 x!114 A! 07/27112 LIMITS EACH UAMAGE IO NENI et> PREMISES MEsocomence) MED 0:1* (Any one person) PERSONAL S ADV INJURY GENERAL AGGREGATE PRODUCTS - COMNOP AGO AUTOMOBILE LIABILITY N' AUTO ALL Od.NEO AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COWERED SINGLE LIMIT (Ea accident) BODILY SLIMY (Per pew) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) 1,000,00( 100,000 5,001 1,000,00{ 2,000.00( 2,000,00t UMBRELLA LIAS EXCESS LIAB CLAIMS-MADE DEDUCTIBLE RETENTION $ WMKERS CISNSAIWN AND EMPLovEREYuABIUTY Y!N ANY P TORfPARTNER cECl1TAE OFFICERSIEMBEREXCIMED? (Maralatojy U NH) r yes. CIRSC e U Sof DESCRIPTION OF OPERATIONS below EACH AGGREGATE NIA I TICR LMITTS 1°111 - ER EL. EACH ACCIDENT $ EL. DISEASE - EAEMPI OYES S EA. D - POLICY UMIT $ DESCRIPTION OF OPERATORS f LOCATIONS VEHICLES {Attach ACORO 101, Addeiarai Rem ske Schedule, if mare twee b 1: t 1; • Village of Miami Shores 10050 NE 2nd Avenue Miami i Shores, FL 33138 ACORD 25 (2009/09) SHOULD ANY OF TIM ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXP RATION DATE THEREOF, NOTICE MILL BE DELNERED M ACCORDANCE WITH THE POLICY PROVISIONS. UWTHOREEDSENTATNE_ G 1988 -2009 ACORD CORPORATION. All fights reamed. The ACORD name and logo are registered marks of ACORD i.i : sCERTIEIED www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number 1505078 Date: 2/3 /2012 Product: Single- Package Heat Pump Air - Source Model Number. 4WCZ6060A1 Manufacturer. AMERICAN STANDARD, INC. Trade/Brand name: HERITAGE 16 • Manufacturer responsible for the rating of this system combination is AMERICAN STANDARD, 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): 56500 EER Rating (Cooling): 11.50 SEER Rating (Cooling): 15.20 Heating Capacity(Btuh) @ 47 F: 53500* Region IV HSPF Rating (Heating): 8.60 Heating Capacity(Btuh) @ 17 F: 35000 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) Ilsted on this Certificate. AHRI expressly disclaims ail 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 AHRL 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 hrto a computer database; or otherwise utllzed, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The Infomratlon for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link and entente AHRI Certified Reference Number and the date on which the certificate was Issued, which 1s Iced above, and the Certificate No., which Is Ilsted below. I 1 ! Alr- Conditioning, Heating, MN >a and Refrigeration Institute ©2012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129727520920046482 ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI DADF TFCT 1 AR ##1841709.11 FT.. CERT. OF A JTH. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN CLIENT: SUN STATE MECHANICAL PROJECT NAME: BRUCE BROWN PROJECT ADDRESS: 402 NE 95TH STREET MIAMI SHORES, FL PROJECT DATA: HEIGHT: z := 15 FT (min =15 ft) A/C UNIT CENTROID ac := 17.53 ft. NOMINAL WIDTH: W := 15 FT SLOPE: 0 <= 7 deg ENCLOSURE CLASS.: ENCLOSED BLDG. CLASS. CATEGORY: 2 IMPORTANCE FACTOR: 1 := 1.00 REGION: HVHZ WIND VELOCITY: V := 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt := 1.0 DIRECTIONAL FACTOR: Kd := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 Wind Design perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. A/C UNIT –CURB ATTACHMENTS. ACRC Page 1 of 6 DATE: 01/25/12 ACRC #: 12 -0026 EXPOSURE C zmin =15ft PRESSURE COEFFICIENT Kzc := 2.01 zc (900 Kzc = 0.877 CALCULATE VELOCITY PRESSURE qzc := 0.00256•Kzc•Kzt•Kd•I2•I qzc = 40.688 PSF CALCULATE DIRECT WIND FORCE: ( per ASCE 7-05 ) qzc = 40.688 psf G := 0.85 h := z (-3132) D :_ = 5.455 Cf := 1.4 (Figure 6-21: ASCE -7-05) Fl := gzc•G•Cf•Af EDGE ZONE MULTIPLIER: Trial Calculations: z•0.40 = 6 W•0.10 = 1.5 Use Multiplier a := 3 FT 2 9.5 ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES ACRC MIAMI -DADE TEST I,AR #000709.13 FI,. CERT. OFAUTH. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN UNIT DATA: Weight: (465Ibs1 Page 2 of 6 DATE: 1/25/12 ACRC #:12 -0026AC UNIT DATA: Weight: (4651bs) UNIT WIDTH UWl := (45 + 12) FT. UNIT WIDTH UWI := (45 + 12) FT. UNIT LENGTH UL1 := (58 + 12) FT. UNIT LENGTH UL1 := (58 + 12) FT. UNIT HEIGHT UHI := (33 +12) FT * UNIT HEIGHT UH1 := (33 + 12) FT CURB HEIGHT CH := (14 +12) CURB HEIGHT CH := (14 +12) * (attach onto steel curb at 14" height). (1 UNIT) TOTAL HEIGHT UNIT + CURB TH := UHl + CH Direct Wind Forces= Af := (UL1 • UH1) Aft :_ (ULJ • TH) Fl := gzc•G•Cf .Af Fl = 643.562 F2 := gzc•G•Cf Aft F2 = 916.588 FRAME DIMENSIONS AS ABOVE (1 -UNIT CURB) CALCULATE FORCES FROM PRESSURES: FP1 := Fl FP1 = 643.562 FN1 := Fl FN1 = 643.562 FP2 := F2 FP2 = 916.588 FN2 := F2 FN2 = 916.588 CALCULATE MAXIMUM RESISTING VERTICAL FORCE FOR A/C UNIT TO CURB (RVF1 ): OVER TURNING SUM MOMENTS ABOUT TYPICAL STAND AT AXIS "0" (NEGLECTING A/C UNIT WEIGHT) [FP1.( + CH + LFNI.� UHl + CH)] RVFI : J RVF1 = 872.383 LBF UWl CALCULATE RESISTING FORCE PER STRAP (1 -unit curb) USE 4- STRAPS /SIDE (at comers): RVFLI := 2RVF1 RVFL1 = 1744.767 RVFL1 + 4 = 436.192 LBS /STRAP Use 437 = 218.5 lb 2 screw The Roof Code Provisions in Chapter 15 of the Florida Building Code 2007 Apply To This Work. ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES ACRC MIAMI -AAIIF TEST i,AA #08-0709 13 FL. CERT. OF AUTH. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN (1) ATTACHING OPTIONS: UNIT TO A/C CURB: - Page 3 of 6 DATE: 1/25/12 ACRC #:12 -0026AC Direct Wind Force : 644 Ib Tipping Force: 873 Ib Required Ibs pullout per screw: 219 Ibf POreq := 219 Use Eight (8)1 -1/4" wide, 20 gauge galvanized steel straps: 2 per each corner end, with 4 #14 drill screws /strap, 2 each end. (2) CURB MATERIAL, 16 GAUGE GALVANIZED STEEL (3) NC/ UNIT MATERIAL: 16 GAUGE GALVANIZED STEEL (min) (4) STRAP MATERIAL: 1 -1/4" WIDE, 20 GAUGE STEEL (5) FASTENERS: FOUR (4) #14 -TEK -5 SELF DRILLING SCREWS PER STRAP (32 SCREWS TOTAL) CHECK #14 FASTENER PULL OUT: 2 FASTENERS PER 20 GA. STRAP END P014 := 472 20 GA. STEEL, SAFETY FACTOR:2 P014 = 472 > POreq = 219 O.K. CHECK #14 FASTENER SHEAR: S14 := 930 SAFETY FACTOR: 2 S14 = 930 LBF > I RVFJI = 872.383 O.K. CALCULATE MAXIMUM RESISTING VERTICAL FORCE FOR A/C UNIT AND CURB ONTO ROOF ( RVF2 ): OVER TURNING SUM MOMENTS ABOUT TYPICAL STAND AT AXIS "0" (NEGLECTING A/C UNIT WEIGHT) [FP2.(-1+[FN2 (TD1 THRVF2 UW1 RVF2 = 957.325 LBF ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A TESTING & ENGINEERING SERVICES AC RC MIAMI -DADE TEST I.AB #08.0709.13 FI,. CERT. OF AUTH. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax (1) ATTACHING OPTIONS: UNIT AND NC CURB ONTO ROOF SURFACE: V Page 4 of 6 DATE: 1/25/12 ACRC #:12 -0026AC Direct Wind Force : 917 Ib Tipping Force: 958 Ib Required Ibs pullout per screw: 384 Ibf Use 3/8" La • Screws: Five 5 on Ion • side & 4 on short side Total = 14 La • Screws see curb attachment dia _ ram Secure into existing wood Joists ( 16" o.c. POLag := 432 lbf • > 1 384 lbf O.K. S.F. = 2 ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN ATTACH A/C STANDS TO 16 GAUGE CURB AS FOLLOWS: (1) A/C UNITS TO A/C CURB: USE EIGHT (8) STEEL STRAPS PER UNIT, 20 ga. GALV.: Min. 1 -1/4" WIDE. USE 1 STRAP ON EACH CORNER END. 2 STRAPS /CORNER. ATTACH EA. STRAP END WITH 2- #14 SS TEK SCREWS TO A/C UNIT & TO CURB: 4 SCREWS TOTAL (min). (2) A/C UNITCURB TO WOOD JOISTS: Use 3/8"6 Lag Screws: Five (5) on long side & (4) on short side (Total = 14 Lag Screws (see curb attachment diagram). Secure into existing wood foists (a 16" o.c. NOTES: 1) PROVIDEA MINIMUM OF 3" FASTENER PENETRATION INTO EACH WOOD JOIST FOR CURB FLANGES. 2) PROVIDE A MINIMUM OF EIGHT 20 -GA. STEEL STRAPS; 2 STRAPS PER CORNER. 3) PROVIDE FOUR #14 TEK -5 DRILL SCREWS PER STRAP -2 ON EACH END CONNECTION. 4) aTACH CURB FLANGES INTO WOOD JOISTS ONLY. DO NOTATTACH TO PLYWOOD DECKING. 5) ANY CHANGE IN CONNECTION CRITERIA IS SUBJECT TO APPROVAL BY THE ENGINEER. 6) THESE CALCULATIONS ARE PROVIDED FOR UPLIFT ONLY 7) SEE CURB ATTACHMENT TO JOISTS FOR FASTENER LAYOUT. The Roof Code Provisions in Chapter 15 of the Florida Building Code 2007 Apply To This Work. ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI -DADE TEST LAB #11- 0921.14 FL. CERT. 0.' AUTH. #9036 11L39 NW 29th StraPt • Fort Lauderdale,.Florida 3: {311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN CLIENT: SUN STATE MECHANICAL PROJECT NAME: BRUCE BROWN PROJECT ADDRESS: 402 NE 95TH STREET MIAMI SHORES, FL PROJECT DATA: HEIGHT: z := 15 FT (min = 15 ft) NOMINAL WIDTH: W := 15 FT SLOPE: 0 <= 7 deg ENCLOSURE CLASS.: ENCLOSED BLDG. CLASS. CATEGORY: 2 IMPORTANCE FACTOR: I := 1.00 REGION: HVHZ WIND VELOCITY: V = 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt := 1.0 DIRECTIONAL FACTOR: Kd := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 Wind Design perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. 16 ga CURB ATTACHMENT THROUGH PLYWOOD TO WOOD JOISTS FOR AC UNIT CALCULATE VELOCITY PRESSURE qz := 0.00256•Kz•Kzt•Kd•V2•I qz = 39.374 PSF AC RC Page 5 of 6 DATE: 01/25/12 ACRC #: 12 -0026 EXPOSURE C zmin =15ft PRESSURE COEFFICIENT Kz := 2.01 (900 Kz = 0.849 2 9.5 COMPONENTS & CLADDING EXTERNAL COEFFICIENT: GCp From Figure 6 -11 B INTERNAL COEFFICIENT: GCpi From Figure 6 -5 CALCULATE UPLIFT PRESSURES: (per ASCE 7 -05 ) P := qz.[(—GCp) + (GCpi)] FIELD P1 := qz.[(-1 .0) + (- 0.18)] EDGE P2 := qz•[( -1.8) + (- 0.18)] CORNER P3:= qz•[( -2.8) + (-0.18)] UPLIFT PRESSURES: P1 = —46.46 PSF P2 = —77.96 P3 = — 117.34 EDGE ZONE MULTIPLIER: Trial Calculations: z•0.40 = 6 W.0.10 = 1.5 Use Multiplier a = 3 FT ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI -DADE TEST LAB #11- 0921.14 FL. CERT. O:? AUTH. #9036 11439 NW 79th Street • Fort Lauderdale, Elnrirla 1 {311 (954) 742 -9515 Phone • (954) 742 -9513 Fax WIND PRFSCITRF. .Q7 ATTACITMFNT DESIGN AC UNIT CURB Flange Attachment through 5/8" Plywood into Wood Joist Supports COMPONENT INFORMATION: Mechanical Unit Dimensions: 33" (h) x 45" (w) x 58" (I) Curb: 16 ga flange to support 45" x 58" (465 Ib)AC Unit WIDTH: W := 51 IN ( Use 3" flange width ) LENGTH: L := 64 IN ( Use 3" flange width ) HEIGHT: H := 14 IN PERIMETER: P:= 230 IN FLANGE ANCHORED THROUGH 5/8" PLYWOOD INTO WOOD JOIST SUPPORTS A ACRC Page 6 of 6 DATE: 01/25/12 ACRC #: 12-0026 FASTENER: Type /Size: 3/8" x 3" Lag Screws Design Value, Allowable Combined Load ( Safety Factor 2 : 1 ): FV := 422 LBF TRIAL CALCULATIONS FOR FASTENER SPACING: TOTAL UPLIFT L W UL:= P2• —•— UPLIFT /FT ULF := — UL -12 12 12 P UL = - 1767.119 LBF ULF = -92.2 LB/FT FASTENER SPACING FV FS ULF 12 FS = 28.11 IN (max) ATTACH 16 ;la CURB FLANGE AS FOLLOWS: Use 3/8" x 3" Lag Screws: FASTEN THROUGH PLYWOOD INTO WOOD JOIST SUPPORTS AT 16" O.C. LAG SCREWS MUST BE EMBEDDED INTO WOOD JOISTS. The Roof Code Provisions in Chapter 16 of the Florida Building Code 2007 Apply To This Work. TOP VIEW I. 18" 0.C. max fastener spacing t• 7B o.c. joist spacing ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A� TESTING & ENGINEERING SERVICES ACRC MIAMI -DADF TFCT 1 AR #08.6709.11 FT.. CFRT. OF JTH. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN CLIENT: SUN STATE MECHANICAL PROJECT NAME: BRUCE BROWN PROJECT ADDRESS: 402 NE 95TH STREET MIAMI SHORES, FL PROJECT DATA HEIGHT: z := 15 FT (min =15 ft) A/C UNIT CENTROID zc := 17.53 ft NOMINAL WIDTH: W := 15 FT SLOPE: 0 <= 7 deg ENCLOSURE CLASS.: ENCLOSED BLDG. CLASS. CATEGORY: 2 IMPORTANCE FACTOR: I := 1.00 REGION: HVHZ WIND VELOCITY: V := 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt := 1.0 DIRECTIONAL FACTOR: Kd := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 Wind Design perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. A/C UNIT —CURB ATTACHMENTS. Page 1 of 6 DATE: 01/25/12 ACRC #: 12-0026 EXPOSURE C zmin= 15 ft PRESSURE COEFFICIENT Szc := 2.01 zc 900 Szc = 0.877 CALCULATE VELOCITY PRESSURE qzc := 0.00256•%zc•Kzt•Kd•V2•I qzc = 40.688 PSF CALCULATE DIRECT WIND FORCE: (perASCE 7 -05 ) qzc = 40.688 psf G: =0.85 h =z 0331 D := 12 J = 5.455 Cf := 1.4 (Figure 6-21: ASCE -7 -05) Fl := gzc•G•Cf•Af EDGE ZONE MULTIPLIER: Trial Calculations: z.0.40 = 6 W.0.10 = 1.5 Use Multiplier a := 3 FT 2 9.5 ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A~ TESTING & ENGINEERING SERVICES ACRC MIAMI DAl)F TFST I,AR #HIS -0709.13 FL. CERT. OF AUTH. #9036 1839 NW 29th Street •Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN UNIT DATA: Weight: (465Ibs) Page 2 of 6 DATE: 1/25/12 ACRC #:12- 0026AC UNIT DATA: Weight: (465Ibs) UNIT WIDTH UWI :_ (45 + 12) FT. UNIT WIDTH UW1 := (45 + 12) FT. UNIT LENGTH UL1 := (58 + 12) FT. UNIT LENGTH UL1 :_ (58 + 12) FT. UNIT HEIGHT UHI := (33 + 12) FT * UNIT HEIGHT UHl := (33 + 12) FT CURB HEIGHT CH :_ (14 +12) CURB HEIGHT CH := (14 +12) * (attach onto steel curb at 14" height). (1 UNIT) TOTAL HEIGHT UNIT + CURB TH := UHl + CH Direct Wind Forces = Af := (ULl • UHI) Aft := (UL1 • TH) Fl := gac•G•Cf .Af Fl = 643.562 F2 := gzc•G•Cf •Aft F2 = 916.588 FRAME DIMENSIONS AS ABOVE (1 -UNIT CURB) CALCULATE FORCES FROM PRESSURES: FP1 := Fl FP1 = 643.562 FNI = Fl FNl = 643.562 FP2 := F2 FP2 = 916.588 FN2 := F2 FN2 = 916.588 CALCULATE MAXIMUM RESISTING VERTICAL FORCE FOR A/C UNIT TO CURB (RVF1 ): OVER TURNING SUM MOMENTS ABOUT TYPICAL STAND AT AXIS "0" (NEGLECTING A/C UNIT WEIGHT) _ [Fpq_uH21 + CHJJ +CFNI UH1 + CHJJ RVF1 .— l RVF1 = 872.383 LBF UWI CALCULATE RESISTING FORCE PER STRAP (1 -unit curb) USE 4- STRAPS /SIDE (at comers): RVFL1 := 2RVF1 RVFL1 = 1744.767 RVFL1 + 4 = 436.192 LBS /STRAP Use 437 = 218.5 lb 2 screw The Roof Code Provisions in Chapter 15 of the Florida Building Code 2007 Apply To This Work. t ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A TESTING & ENGINEERING SERVICES AC RC MIAMI -DADE TEST I AB #08.0709.13 FL. CERT. OFAUI'H. #9036 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN (1) ATTACHING OPTIONS: UNIT TO A/C CURB: Page 3 of 6 DATE: 1/25/12 ACRC #:12 -0026AC Direct Wind Force : 644 Ib Tipping Force: 873 Ib Required Ibs pullout per screw: 219 Ibf POreq := 219 Use Eight (8)1 -1/4" wide. 20 gauge galvanized steel straps: 2 per each corner end, with 4 #14 drill screws /strap, 2 each end. (2) CURB MATERIAL, 16 GAUGE GALVANIZED STEEL (3) A/C/ UNIT MATERIAL: 16 GAUGE GALVANIZED STEEL (min) (4) STRAP MATERIAL: 1 -1/4" WIDE, 20 GAUGE STEEL (5) FASTENERS: FOUR (4) #14 -TEK -5 SELF DRILLING SCREWS PER STRAP (32 SCREWS TOTAL) CHECK #14 FASTENER PULL OUT: 2 FASTENERS PER 20 GA. STRAP END P014 := 472 20 GA. STEEL, SAFETY FACTOR:2 P014 = 472 > POreq = 219 O.K. CHECK #14 FASTENER SHEAR: S14 := 930 SAFETY FACTOR: 2 S14 = 930 LBF > IRVFJI = 872.383 O.K. CALCULATE MAXIMUM RESISTING VERTICAL FORCE FOR A/C UNIT AND CURB ONTO ROOF ( RVF2 ): OVER TURNING SUM MOMENTS ABOUT TYPICAL STAND AT AXIS "0" (NEGLECTING A/C UNIT WEIGHT) [FP2.(-1+[FN2{-711 RVF2.- UW1 RVF2 = 957.325 LBF ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A TESTING & ENGINEERING SERVICES AC RC MIAMI -DADF TEST TAB #O8-0709 11 FT. CERT. OF AiTi'H. #9036 1839 NW 29th Street •Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax (1) ATTACHING OPTIONS: UNIT AND A/C CURB ONTO ROOF SURFACE: Page 4 of 6 DATE: 1/25/12 ACRC #:12- 0026AC Direct Wind Force : 917 Ib Tipping Force: 958 Ib Required Ibs pullout per screw: 384 lbf Use 3/8" La • Screws: Five 5 on Ion . side & 4 on short side Total = 14 La • Screws see curb attachment dia • ram Secure into existing wood joists 16" o.c. POLag := 432 lbf • > 1 384 lbf O.K. S.F. = 2 ROOF WIND PRESSURE & A/C STAND ATTACHMENT DESIGN ATTACH A/C STANDS TO 16 GAUGE CURB AS FOLLOWS: (1) AIC UNITS TO A/C CURB: USE EIGHT (8) STEEL STRAPS PER UNIT, 20 ga. GALV.: Min. 1 -1/4" WIDE. USE 1 STRAP ON EACH CORNER END. 2 STRAPS /CORNER. ATTACH EA. STRAP END WITH 2- #14 SS TEK SCREWS TO A/C UNIT & TO CURB: 4 SCREWS TOTAL (min). (2) A/C UNITCURB TO WOOD JOISTS: Use 3/8 "0 Lag Screws: Five (5) on long side & (4) on short side (Total = 14 Lag Screws (see curb attachment diagram). Secure into existing wood joists (a 16" o.c. NOTES: 1) PROVIDEA MINIMUM OF 3" FASTENER PENETRATION INTO EACH WOOD JOIST FOR CURB FLANGES. 2) PROVIDE A MINIMUM OF EIGHT 20 -GA. STEEL STRAPS; 2 STRAPS PER CORNER. 3) PROVIDE FOUR #14 TEK -5 DRILL SCREWS PER STRAP -2 ON EACH END CONNECTION. 4) aTACH CURB FLANGES INTO WOOD JOISTS ONLY. DO NOTATTACH TO PLYWOOD DECKING. 5) ANY CHANGE IN CONNECTION CRITERIA IS SUBJECT TO APPROVAL BY THE ENGINEER. 6) THESE CALCULATIONS ARE PROVIDED FOR UPLIFT ONLY. 7) SEE CURB ATTACHMENT TO JOISTS FOR FASTENER LAYOUT. The Roof Code Provisions in Chapter 15 of the Florida Building Code 2007 Apply To This Work. ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI -DADE TEST LAB #11- 0921.14 FL. CERT. 0 -? AUTH. #9036 1819 NW 29tcn•PPr • Fort LaudPrdalP, Florida 1:i311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN CLIENT SUN STATE MECHANICAL PROJECT NAME: BRUCE BROWN PROJECT ADDRESS: 402 NE 95TH STREET MIAMI SHORES, FL PROJECT DATA: HEIGHT: z := 15 FT (min = 15 ft) NOMINAL WIDTH: W := 15 FT SLOPE: 0 <= 7 deg ENCLOSURE CLASS.: ENCLOSED BLDG. CLASS. CATEGORY: 2 IMPORTANCE FACTOR: I := 1.00 REGION: HVHZ WIND VELOCITY V := 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt: =1.0 DIRECTIONAL FACTOR: %d := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 Wind Design perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. 16 ga CURB ATTACHMENT THROUGH PLYWOOD TO WOOD JOISTS FOR AC UNIT CALCULATE VELOCITY PRESSURE qz := 0.00256•Kz•Kzt•Kd•V 2 •I qz = 39.374 PSF A ACRC Page 5 of 6 DATE: 01/25/12 ACRC #: 12-0026 EXPOSURE C z min =15ft PRESSURE COEFFICIENT Kz := 2.01 (-I-) 900 Kz = 0.849 2 9.5 COMPONENTS & CLADDING EXTERNAL COEFFICIENT: GCp From Figure 6 -11 B INTERNAL COEFFICIENT: GCpi From Figure 6 -5 CALCULATE UPLIFT PRESSURES: (per ASCE 7 -05 ) P := qz-[(-GCp) + (GCpi)] FIELD P1 := qz.[(-1.0) + (-0.18)] EDGE P2 := qz. [( -1.8) + (- 0.18)] CORNER P3 =qz•[(- 2.8) +(- 0.18)] UPLIFT PRESSURES: P1 = -46.46 PSF P2 = -77.96 P3 = - 117.34 EDGE ZONE MULTIPLIER: Trial Calculations: z.0.40 = 6 W•0.10 = 1.5 Use Multiplier a := 3 FT ATLANTIC & CARIBBEAN ROOF CONSULTING, TESTING & ENGINEERING SERVICES NIIAMI -DADE TEST LAB #11- 0921.14 FL. CERT. 0 ? AUTH. #9036 1839 NW 29th Street • Fort Laoderdale, Ftnrtda 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax WIND PRFCCITRF. R, ATTACAMFNT DESIGN AC UNIT CURB Flange Attachment through 5/8" Plywood into Wood Joist Supports COMPONENT INFORMATION: Mechanical Unit Dimensions: 33" (h) x 45" (w) x 58" (I) Curb: 16 ga flange to support 45" x 58" (465 Ib)AC Unit WIDTH: LENGTH: HEIGHT: PERIMETER: W := 51 IN ( Use 3" flange width ) L := 64 IN ( Use 3" flange width ) H:= 14 IN P := 230 IN FLANGE ANCHORED THROUGH 5/8" PLYWOOD INTO WOOD JOIST SUPPORTS FASTENER: Type /Size: 3/8" x 3" Lag Screws Allowable Combined Load ( Safety Factor 2 :1 ): FV := 432 LBF 2 TRIAL CALCULATIONS FOR FASTENER SPACING: TOTAL UPLIFT UL: =P2 L W 12 12 UL = — 1767.119 LBF FASTENER SPACING FV FS := ULF UPLIFT / FT ULF := UL • 12 P ULF = —92.2 LB /FT 12 FS = 28.11 IN (max) ATTACH 16 ga CURB FLANGE AS FOLLOWS: Use 3/8" x 3" Lag Screws: FASTEN THROUGH PLYWOOD INTO WOOD JOIST SUPPORTS AT 16" O.C. LAG SCREWS MUST BE EMBEDDED INTO WOOD JOISTS. The Roof Code Provisions in Chapter 16 of the Florida Building Code 2007 Apply To This Work. 18 o.c. max fastener spacing LLC A AC RC Page 6 of 6 DATE: 01/25/12 ACRC #: 12 -0026 Design Value, TOP VIEW I. 18' o.c. joist sp=Ing Q,L4 au:44.1"-