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RF-13-1398
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 6/26/2013 Permit NO. RF -6-13-1398 Permit Type: Roof Work Classification: Fiat Permit Status: APPROVED Expiration: 12/23/2013 Parcel Number Applicant 9501 NE 2 Avenue Miami Shores, FL 33138- 1132060133920 Block: Lot: DVS LLC Owner Information Address Phone Cell DVS LLC 9400 NE 2 Avenue MIAMI FL 33138- (305)756-3711 Contractor(s) Phone LATITE ROOFING & SHEET METAL C( 954-772-3446 Cell Phone Valuation: Total Sq Feet: $ 121,600.00 23200 Type of Work: Re Roof Additional Info: flat roof Classification: Residential Scanning: 5 THIS MUST BE ON JOB AT AIME OF ISPETION Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $73.20 $12.38 $12.38 $24.40 $825.00 $15.00 $97.60 $1,059.96 Pay Date Pay Type Invoice # RF -6-13-48184 07/03/2013 Credit Card Amt Paid Amt Due $ 1,059.96 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Applicant Copy For Inspections, CaII (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. July 03, 2013 2 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 May 18, 2016 To: Current Owner 9501 NE 2 Avenue Miami Shores, FL 33138 - Permit: CC -4-13-774 Address: 9501 NE 2 Avenue Miami Shores FL33138- Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued ial :r,come invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter .order to take care of this matter. Sincerely, ��&. Ismael Naranjo (CBO) Building Director Cc: Alberto Perdigon Atlantic Coast Construction Inc 564 NW 23 ST Miami, FL 33127 V"I r-1 t7 N cf +')i.; in C'r' U.S. Postal Service'"' CERTIFIED MAIL° RECEIPT Domestic Mail Only ,. For delivery information, visit our website at wwwusps.com®. OFFICI Certified Mail Fee $ L U S E Extra Services & Fees (check box, add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ['Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage Total Postage and Fees Sent To A l C CcA -( Street andA City, Postmark Here te, ZIP+45 arr-t PS Form 3800, April 2015 PSN 7530-02-000-9947 See Reverse for Instructions 33 17--q- Or, 4 'U.S. P stal:Se_rvice CERTIFIED MAIL® RECEIPT Domestic Mail Only, 1 -For delivery information, visit our website at www.usps.com® Certified Mail FeeF F I C AL U �" E Extra Services & Fees (check box, add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mall Restricted Delivery $ ❑ Adult Signature Required $ ['Adult Signature Restricted Delivery $ Postage Total Postage and Fees Sent To Street and Ci No., or Pb Box IP+4a 1 Postmark Here c5 5—r -tee PL. 33 -3 Y PS Form 3800, April 2015 PSN 7530-02-000-9047 See Reverse for Instructions. SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: TER SA GAcch sr DVS �Jc. o 1 N -E- 95 3 I t -t t ' t' Si-102'6- s i-10 3 COMPLETE THIS SECTION ON DELIVERY A. Signature X B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Da e of elivery 2i ?.:31b 1? o Yes ❑ No D. Is delivery address different from item If YES, enter delivery address below: 3. Service Type tgCertified Mail® El Priority Mail Express" Registered a Return Receipt 0 Insured Mail ❑ Collect on Delivery 0 Yes 4. Restricted Delivery? (Extra Fee) 2. Article Nur (Transferfr 7015 1660 0000 4361 5968 • PS Form 3811, July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First -Class Mail . Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4® in this box' - S -V - 1 'l ‘ orlm c.L.- 3313 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 12, 2016 To: Teresa Caccamise DVS, LLC 201 NE 95 St. Miami Shores, FL 33138 RE: Expired Permit CC -4-13-774 9501 NE 2nd Ave. Miami Shores, FL 33138 Dear Mrs. Caccamise, Thank you for taking the time to meet with me. I have reviewed the permit records for your property and the fees paid under permit CC -4-13-774. Based on the information on record with Miami Shores Village Building Department it appears that the cost for the civil work was not included on the job value stipulated on the permit application. The civil work permit is normally issued as a sub -permit to the master and fees are charged in accordance to the approved fee schedule for the village. Please provide a copy of the original contract between DVS, LLC and Atlantic Coast Construction for our review. Attached please find the notice of expired permit for your project. Sincerely, Ismael Naranjo, B.O, CFM Building Director Detail by Entity Name FLORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS Detail by Entity Name Page 1 of 2 Florida Profit Corporation ATLANTIC COAST CONSTRUCTION, INC. Filing Information Document Number P99000007919 FEI/EIN Number 65-0891825 Date Filed 01/21/1999 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 10/10/2015 Principal Address 564 NW 23 STREET MIAMI, FL 33127 Changed: 03/27/2016 Mailing Address 564 NW 23 STREET MIAMI, FL 33127 Changed: 03/27/2016 Registered Agent Name & Address FEIN, DAWN 5821 SW 14 ST PLANTATION, FL 33317 Name Changed: 10/10/2015 Address Changed: 05/22/2002 Officer/Director Detail Name & Address Title P SIERRA, ALBERT J 564 NW 23 STREET MIAMI, FL 33127 00-14 °#7/y(ril-,16)03 http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/1 /2016 //la ."74,-&%) (t -f/ 7/fJ-? (03 13404- 7oSOglakk'L RA4GICK14 HON @ /x--7-790_, qjb I AG- Sid -oz. CiLw qv' Detail by Entity Name Page 2 of 2 Title SVP PERDIGON, ALBERTO 564 NW 23 STREET MIAMI, FL 33127 Title VP Sierra , Matthew H 564 NW 23 STREET MIAMI, FL 33127 Annual Reports Report Year 2014 2015 2016 Filed Date 04/29/2014 10/10/2015 03/27/2016 Document Images 03/27/2016 -- ANNUAL REPORT 10/10/2015 -- REINSTATEMENT 04/29/2014 -- ANNUAL REPORT 04/29/2013 -- ANNUAL REPORT 01/17/2012 -- ANNUAL REPORT 04/27/2011 -- ANNUAL REPORT 05/31/2010 -- ANNUAL REPORT 04/30/2009 -- ANNUAL REPORT 01/15/2008 -- REINSTATEMENT 11/22/2006 -- ANNUAL REPORT 04/27/2006 -- ANNUAL REPORT 02/08/2005 -- ANNUAL REPORT 04/30/2004 -- ANNUAL REPORT 05/01/2003 -- ANNUAL REPORT 05/22/2002 -- ANNUAL REPORT 03/05/2001 -- ANNUAL REPORT 05/18/2000 -- ANNUAL REPORT 01/21/1999 -- Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format • (or v 1c ht 6:": and Privacy Polities State of Florida, Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/1 /2016 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 ! - 119 TAX FOLIO NO. 1 1 —37-4%)-013 '3 t-5z4'Q13 44) /I - i , -03 *) 1/-3-z.067-03 4 Zo THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 1. egal sc iption of property and street/address: 2. 7'ptiorf f rove en . .41 3. Owner(s) name arr address /. G C.I. id!" �f Interest in property: /1j19%i7317. gfrf /y Name and address of fee simple titletr(older: s 4. Contractor's name addrgss and phone number: 1111111 1111111111111111111111111111111111 1111 C:FN 2013R 10305620 (JR E.I; 28588 Pe 4785; (1p s RECORDED 04/18/2013 11:50W HARVEY RUIIIN, CLERK. OF COURT NIAMI—DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office Ar AI 4 .0414 //© 7500 SSG/ e2. vp 4'/27: .=.z/ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address:, -/)//9 7. Persons within the State of F orida 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 p og number: ..L.Lwiritri3PravAr 4.20914 -9 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice a provide 713.13(1)(b), Florida Statutes. Name, address and phone number: in Section 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording .unless a different date is specified) 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 M1,1,4T,4 DED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI-1'110CRT taatitIVROPDADIVRE COMMENCI r OR RECORDING YOU OT !=-OF Cr ENCEMENT ' HEREBY TIFY that thisrs a -m rust filed l th Signature(s) Owner'{s or 1;wner�l' Authorized Officer/Director/Partner/Manage Prepared By/ ` , Prepar Print Name Gam,.. 1 i c:. (;kc, -1 t �1.'` Title/Office /I%c t(C'i C / r.! L"je> s -14r/ STATE OF FLORIDA COUNTY OF MIAMI-DADE The for oing instrument was acknowledged before me this day of By ) LC J-�,� CQ, CC ,41..-t e�—C— ndi ' ally, or leas for ersonally known, or d produce the following type of identif Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in_itare true, to the best of my knowledge and belief. Print N Title/Off! 9y DYE- -1 LL Sign / 123_01-52 PACS 6/12 :s-Adtherazea.A#i cer/Director/Partner/ j 40-1:•,:!",,, LAURA BOURNE BURKHALTER MY COMMISSION # DD 859461 na EXPIRES: June 9,2013 Manager who sign �'9 F6o" • Q°P ve:Bonded Thru Budget N6tafy Seeded By ' 4 r. Air System Sizing Summary for AHU-1(6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes Gavilan Consulting Engineers, Inc 01/17/2013 Air System Information Air System Name Equipment Class Air System Type AHU-1(6TNS) SPLT AHU SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Central Cooling Coil Sizing Data Total coil load .....5.9 Tons Total coil load 71.0 MBH Sensible coil load 57.6 MBH Coil CFM at Nov 1400 3114 CFM Max block CFM.. ._ 3114 CFM Sum of peak zone CFM 3114 CFM Sensible heat ratio 0.811 ft2/Ton 185.8 BTU/(hr-ft2) 64.6 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load Coil CFM at Des Htg Max coil CFM Water flow @ 20.0 °F drop 18.6 MBH 3114 CFM 3114 CFM N/A Supply Fan Sizing Data Actual max CFM 3114 CFM Standard CFM 3112 CFM Actual max CFM/ft2 2.83 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 260 CFM CFM/ft2 - 0.24 CFM/ft2 1 CC) Y T14 Number of zones .. 1 Floor Area ... 1100.0 ft2 Location _ Miami IAP, Florida Calculation Months Sizing Data Jan to Dec Calculated Load occurs at Nov 1400 OA DB/WB 83.7/73.9 °F Entering DB / WB 77.8 / 66.8 °F Leaving DB / WB 60.7 / 59.6 °F Coil ADP 58.7 °F Bypass Factor ....... .._...... 0.100 Resulting RH .... .... 56 % Design supply temp. -. 58.0 °F Zone T -stat Check ... 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU/(hr-ft2) _ 16.9 Ent. DB / Lvg DB Fan motor BHP Fan motor kW Fan static 68.0/73.5 °F 0.00 BHP 0.00 kW 0.00 in wg CFM/person._.... 15.29 CFM/person PDI- cryeatedswitiIrarine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 14. Zone Sizing Summary for AHU-1(6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc 01/17/2013 Air System Information Air System Name .. AHU-1(6TNS) Equipment Class _... SPLT AHU Air System Type _. SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Space CFM Zone Sizing Data Sum of space airflow rates Individual peak space Toads Number of zones Floor Area Location 1 1100.0 ft' Miami IAP, Florida Calculation Months .......... Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft' Zone 1 57.1 3114 3114 Nov 1400 11.6 1100.0 2.83 Zone Terminal Sizing Data Space Loads and Airflows No Zone Terminal Sizing Data required for this system, Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft' Zone 1 AH_1 (RETAIL) 1 57.1 Nov 1400 3114 11.6 1100.0 2.83 PDP°1CribeaedswiWiarine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Zone Design Load Summary for AHU-1(6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Nov 1400 COOLING OA DB / WB 83.7 °F / 73.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 196 ft2 16328 - 196 ft2 - - Wall Transmission 779 ft2 3872 - 779 ft2 7368 - Roof Transmission 1100 ft2 1206 - 1100 W 1298 - Window Transmission 196 ft2 759 - 196 ft2 2766 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 21 ft2 42 - 21 ft2 151 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 2614 W 8917 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 17 5015 7735 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 21000 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 57139 7735 - 11583 0 PDPcr''ea g I wilitiai-ine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 • Air System Sizing Summary for AHU-3 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-3 (6TNS) Equipment Class SPLT AHU SZCAV Air System Type Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 5.5 Tons Total coil load 66.6 MBH Sensible coil load 57.3 MBH Coil CFM at Oct 1400 3174 CFM Max block CFM 3174 CFM Sum of peak zone CFM 3174 CFM Sensible heat ratio 0.861 ft2/Ton 323.0 BTU/(hr-ft) 37.1 VVater flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 16.7 MBH Coil CFM at Des Htg 3174 CFM Max coil CFM 3174 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 3174 CFM Standard CFM 3172 CFM Actual max CFM/ft2 1.77 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 158 CFM CFM/ft2 0.09 CFM/ft2 Number of zones 1 Floor Area 1792.0 W Location Miami IAP, Florida Calculation Months Sizing Data Jan to Dec Calculated Load occurs at Oct 1400 OA DB /VVB 86.7 / 74.9 °F Entering DB / WB 77.7 / 66.6 °F Leaving DB / WB 61.0 / 60.0 °F Coil ADP 59.2 °F Bypass Factor 0.100 Resulting RH 56 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU/(hr-ft) 9.3 Ent. DB / Lvg DB 68.7 / 73.6 °F Fan motor BHP Fan motor kW Fan static CFM/person 0.00 BHP 0.00 kW 0.00 in wg 15.80 CFM/person °6rlYisDcIa PDgIetg!AlKP vn4A2P rint pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 { Zone Sizing Summary for AHU-3 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-3 (6TNS) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones Floor Area Location Calculation Months Sizing Data .... .1 1792.0 ft' Miami IAP, Florida Jan to Dec Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft' Zone 1 58.2 3174 3174 Nov 1500 12.3 1792.0 1.77 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/f Zone 1 AH_3 (OFFICE) 1 58.2 Nov 1500 3174 12.3 1792.0 1.77 PDQ°cr'eadSwilftiaPine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 • Zone Design Load Summary for AHU-3 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Nov 1500 COOLING OA DB / WB 84.0 °F / 74.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 196 ft2 15792 - 196 ft2 - - Wall Transmission 758 ft2 4002 - 758 ft2 7169 - Roof Transmission 1742 ft2 2235 - 1742 ft2 2056 - Window Transmission 196 ft2 802 - 196 ft2 2766 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 42 ft2 88 - 42 ft2 302 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 4258 W 14527 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 10 2800 2700 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 18000 3000 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 Total Zone Loads - 58246 5700 - 12294 0 PD `°cr'e YPiswilirarine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Air System Sizing Summary for AHU-5A & 5B (7.5 TNS E/A) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-5A & 5B (7.5 TNS E/A) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load ... 14.7 Tons Total coil load 176.8 MBH Sensible coil load 145.5 MBH Coil CFM at Sep 1600 7733 CFM Max block CFM 7733 CFM Sum of peak zone CFM 7733 CFM Sensible heat ratio 0.823 ft2/Ton ...... 179.9 BTU/(hr-ft2) 66.7 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 35.2 MBH Coil CFM at Des Htg 7733 CFM Max coil CFM 7733 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 7733 CFM Standard CFM 7730 CFM Actual max CFM/ft2 2.92 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft2 703 CFM 0.27 CFM/ft2 Number of zones Floor Area Location Miami IAP, Florida 1 2651.0 ft2 Calculation Months Sizing Data Jan to Dec Calculated Load occurs at Sep 1600 OA DB / VVB 88.7 / 75.9 °F Entering DB / VVB 78.2 / 66.9 °F Leaving DB / WB 60.8 / 59.7 °F Coil ADP 58.8 °F Bypass Factor 0.100 Resulting RH Design supply temp. 56 ok 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at.. BTU/(hr-ft2) Ent. DB / Lvg DB Des Htg 13.3 67.6 /71.8 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 23.43 CFM/person P D PtrPeASgds1)A711fiarivrie2P rint pdfFactory Pro trial version wvvw.cdffactory.com Page 1 of 1 Zone Sizing Summary for AHU-5A & 5B (7.5 TNS E/A) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-5A & 5B (7.5 TNS E/A) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones 1 Floor Area 2651.0 ft2 Location _ Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft2 Zone 1 141.9 7733 7733 Nov 1500 17.5 2651.0 2.92 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft2 Zone 1 AH-5A_5B (RESTAURANT) 1 141.9 Nov 1500 7733 17.5 2651.0 2.92 PD`°cr''eagd5wffia�ine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Design Load Summary for AHU-5A & 5B (7.5 TNS E/A) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Nov 1500 COOLING OA DB / WB 84.0 °F / 74.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 578 ft2 40245 - 578 ft2 - - Wall Transmission 637 ft2 3523 - 637 ft2 6025 - Roof Transmission 2651 ft2 3402 - 2651 ft2 3129 - W indow Transmission 578 ft2 2365 - 578 ft2 8157 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 21 ft2 44 - 21 ft2 151 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 6299 W 21491 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 30 8850 13650 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 62000 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 141919 13650 - 17462 0 PD°c'eadSwilitia�ine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 1 Air System Sizing Summary for AHU-9 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-9 (6TNS) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method; Zone CFM _ ... Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 5.9 Tons Total coil load..... 70.9 MBH Sensible coil load . 57.2 MBH Coil CFM at Aug 1600 .. 2941 CFM Max block CFM 2941 CFM Sum of peak zone CFM 2941 CFM Sensible heat ratio 0.807 ft2/Ton 300.8 BTU/(hr-W) .. 39.9 Water flow © 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load Coil CFM at Des Htg Max coil CFM Water flow @ 20.0 °F drop .. .. 21.0 MBH 2941 CFM 2941 CFM N/A Supply Fan Sizing Data Actual max CFM 2941 CFM Standard CFM 2940 CFM Actual max CFM/ft2 1.66 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft2 417 CFM 0.23 CFM/ft2 Number of zones 1 Floor Area 1777.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data ... Calculated Load occurs at Aug 1600 OA DB/WB 90.7/76.9 °F Entering DB / WB 79.2 / 67.6 °F Leaving DB/WB....... 61.2/60.1 °F Coil ADP 59.2 °F Bypass Factor ..... 0.100 Resulting RH ...... 55 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation. 0.0 °F Load occurs at _ Des Htg BTU/(hr-ft2) _ 11.8 Ent. DB / Lvg DB 66.3 / 72.9 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 15.44 CFM/person PD°cr''eadSwilfia�ine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 1. Zone Sizing Summary for AHU-9 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name .. AHU-9 (6TNS) Equipment Class .. SPLT AHU SZCAV Air System Type Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .. Space CFM Zone Sizing Data Sum of space airflow rates Individual peak space loads Number of zones Floor Area Location Calculation Months ... Sizing Data 1 1777.0 ft' Miami IAP, Florida Jan to Dec Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft2 Zone 1 54.0 2941 2941 Jul 1700 10.6 1777.0 1.66 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft2 Zone 1 AH -9 1 54.0 Jul 1700 2941 10.6 1777.0 1.66 PD°cr''eaidSwiFPine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Zone Design Load Summary for AHU-9 (6TNS) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 89.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 196 ft2 12888 - 196 ft2 - - Wall Transmission 557 ft2 4736 - 557 ft2 5268 - Roof Transmission 1777 ft2 4579 - 1777 ft2 2098 - Window Transmission 196 ft2 1548 - 196 ft2 2766 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 63 ft2 254 - 63 ft2 454 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 4222 W 14406 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 27 7560 2160 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 8000 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 53971 2160 - 10585 0 PDQ`°83eAg'dswitn i-ine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Air System Sizing Summary for AHU-13A & 13B (4TN EA) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-13A & 13B (4TN EA) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM _ . ... Sum of space airflow rates Space CFM .. Individual peak space loads Central Cooling Coil Sizing Data Total coil load Total coil load Sensible coil load Coil CFM at Aug 1600 Max block CFM... Sum of peak zone CFM .. Sensible heat ratio ft2/Ton BTU/(hr-ft2) Water flow @ 10.0 °F rise 7.9 Tons 94.5 MBH 69.7 MBH 3414 CFM 3414 CFM 3414 CFM 0.738 266.0 45.1 N/A Central Heating Coil Sizing Data Max coil load 27.3 MBH Coil CFM at Des Htg 3414 CFM Max coil CFM ... 3414 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 3414 CFM Standard CFM .. 3413 CFM Actual max CFM/ft2 .. 1.63 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 630 CFM CFM/ft2 0.30 CFM/ft2 Number of zones 1 Floor Area 2095.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Aug 1600 OA DB/WB 90.7/76.9 °F Entering DB / WB 79.7 / 68.3 °F Leaving DB / WB 60.7 / 59.7 °F Coil ADP 58.6 °F Bypass Factor 0.100 Resulting RH 56 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU/(hr-ftz) 13.0 Ent. DB / Lvg DB 65.4 / 72.8 °F Fan motor BHP .... 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 31.50 CFM/person PD°cr''eatdswaliaPine?Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Design Load Summary for AHU-13A & 13B (4TN EA) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 89.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 282 ft2 15704 - 282 ft2 - - Wall Transmission 489 ft2 4159 - 489 ft2 4625 - Roof Transmission 2095 ft2 5398 - 2095 ft2 2473 - Window Transmission 282 ft2 2228 - 282 ft2 3980 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 21 ft2 85 - 21 ft2 151 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 4978 W 16984 - 0 0 - Task Lighting 0 VV 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 20 6100 8000 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 12000 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 62657 8000 - 11229 0 PDPcr''ea 4dsvi:taarine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Air System Sizing Summary for AHU-14 (5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-14 (5 TN) Equipment Class SPLT AHU Air System Type ... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 4.7 Tons Total coil load 56.4 MBH Sensible coil load 43.8 MBH Coil CFM at Jul 1700 2202 CFM Max block CFM 2202 CFM Sum of peak zone CFM 2202 CFM Sensible heat ratio 0.777 ft2/Ton . 198.4 BTU/(hr-ft2) .. 60.5 Water flow © 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 13.5 MBH Coil CFM at Des Htg 2202 CFM Max coil CFM 2202 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 2202 CFM Standard CFM 2201 CFM Actual max CFM/ft2 2.36 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft2 272 CFM 0.29 CFM/ftz Number of zones Floor Area Location 1 932.0 ft2 Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1700 OA DB / WB ...... 89.9 / 76.7 °F Entering DB / 1AI B 78.6 / 67.3 °F Leaving DB / WB 60.2 / 59.2 °F Coil ADP 58.2 °F Bypass Factor 0.100 Resulting RH 55 oh Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at BTU/(hr-ft2) Ent. DB / Lvg DB Des Htg 14.5 67.1 / 72.8 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 27.20 CFM/person PprCrPetTgisWilgaPiY',„40.3Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Sizing Summary for AHU-14 (5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-14 (5 TN) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Space CFM Zone Sizing Data Sum of space airflow rates Individual peak space loads Number of zones 1 Floor Area . .. 932.0 ftz Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft2 Zone 1 40.4 2202 2202 Jul 1700 6.4 932.0 2.36 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ftz Zone 1 AH -14 (RESTAURANT AREA) 1 40.4 Jul 1700 2202 6.4 932.0 2.36 PDQ`°created witnraIine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Design Load Summary for AHU-14 (5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 89.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 145 ft2 8085 - 145 ft2 - - Wall Transmission 326 ft 2695 - 326 ft2 3083 - Roof Transmission 932 ft2 2402 - 932 ft2 1100 - W indow Transmission 145 ft2 1145 - 145 ft2 2046 - Skylight Transmission 0 ft 0 - 0 ft2 0 - Door Loads 21 ft 85 - 21 ft2 151 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft 0 - 0 ft2 0 - Ceiling 0 ft 0 - 0 ft2 0 - Overhead Lighting 2214 W 7556 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 10 2450 2050 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 16000 3000 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 40417 5050 - 6381 0 PDi°1Criyeaedswitnrarine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Air System Sizing Summary for AHU-15 (7.5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name AHU-15 (7.5 TN) Equipment Class SPLT AHU Air System Type SZCAV Number of zones Floor Area Location 1 1086.0 ft2 Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 7.8 Tons Load occurs at . Jul 1700 Total coil load 93.4 MBH OA DB / WB 89.9 / 76.7 °F Sensible coil load 72.5 MBH Entering DB/WB 78.3 / 67.3 °F Coil CFM at Jul 1700 3790 CFM Leaving DB / WB . 60.5 / 59.5 °F Max block CFM 3790 CFM Coil ADP 58.6 °F Sum of peak zone CFM 3790 CFM Bypass Factor 0.100 Sensible heat ratio 0.776 Resulting RH .. 57 % ft2/Ton 139.5 Design supply temp. 58.0 °F BTU/(hr-ft2) 86.0 Zone T -stat Check.. 1 of 1 OK Water flow © 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 22.3 MBH Load occurs at Des Htg Coil CFM at Des Htg 3790 CFM BTU/(hr-ft2) 20.5 Max coil CFM 3790 CFM Ent. DB / Lvg DB 67.5 / 72.9 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 3790 CFM Fan motor BHP 0.00 BHP Standard CFM 3788 CFM Fan motor kW 0.00 kW Actual max CFM/ft2 3.49 CFM/ft2 Fan static 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM 337 CFM CFM/person 16.85 CFM/person CFM/ft2 0.31 CFM/ft2 P D g°61rPeAggtis IVVcaflarivrie2P ri nt pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Sizing Summary for AHU-15 (7.5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Air System Information Air System Name _ _ AHU-15 (7.5 TN) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM _ .................... Sum of space airflow rates Space CFM _..._ ................ Individual peak space loads Zone Sizing Data Number of zones __ _ __.... _.. 1 Floor Area .. 1086.0 ft' Location Miami IAP, Florida Calculation Months ............ _.. ___-. .. Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft' Zone 1 69.5 3790 3790 Jun 1700 14.2 1086.0 3.49 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ftp) Space CFM/ft' Zone 1 AH -15 (RESTAURANT AREA) 1 69.5 Jun 1700 3790 14.2 1086.0 3.49 PD1°CrPeAg'dswitPiarine2Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Zone Design Load Summary for AHU-15 (7.5 TN) Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 01/17/2013 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1700 COOLING OA DB / WB 88.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 361 ft2 14434 - 361 ft2 - - Wall Transmission 806 ft2 5910 - 806 ft2 7623 - Roof Transmission 1086 ft2 2784 - 1086 ft2 1282 - WindowTransmission 361 ft2 2639 - 361 ft2 5094 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 21 ft2 78 - 21 ft2 151 - Floor Transmission 83 ft2 0 - 83 ft2 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 2580 W 8804 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 20 4900 4100 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 30000 8000 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 69549 12100 - 14151 0 PD1°6Teae'dswaliarlih462Print pdfFactory Pro trial version www.pdffactorv.com Page 1 of 1 Air System Sizing Summary for AHU-IB (TYP) 3TNS roject Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Air System Information Air System Name AHU-IB (TYP) 3TNS Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 2.9 Tons Total coil load 34.4 MBH Sensible coil load 25.5 MBH Coil CFM at Jul 1600 1270 CFM Max block CFM 1270 CFM Sum of peak zone CFM 1270 CFM Sensible heat ratio 0.741 ft2/Ton 368.1 BTU/(hr-ft2) 32.6 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 11.9 MBH Coil CFM at Des Htg 1270 CFM Max coil CFM 1270 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 1270 CFM Standard CFM 1269 CFM Actual max CFM/ft 1.20 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft' 241 CFM 0.23 CFM/ft2 Number of zones Floor Area Location Calculation Months Sizing Data 1 1056.0 ft2 Miami IAP, Florida Jan to Dec Calculated Load occurs at .Jul 1600 OA DB /VVB .90.7 / 76.9 °F Entering DB / VVB 79.7 / 68.4 °F Leaving DB/WB 61.1 / 60.0 °F Coil ADP 59.0 °F Bypass Factor 0.100 Resulting RH 57 % Design supply temp. 58.0 °F Zone T -stat Check . .. . 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at. BTU/(hr-ft) Ent. DB / Lvg DB Des Htg 11.3 65.1 / 73.8 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 15.06 CFM/person PDP°61Yelfg8sNlyligaP vriL2P . rint pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Zone Sizing Summary for AHU-IB (TYP) 3TNS Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Air System Information Air System Name AHU-IB (TYP) 3TNS Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones ._. 1 Floor Area 1056.0 ft' Location ___ Miami IAP, Florida Calculation Months Sizing Data Jan to Dec Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft' Zone 1 23.3 1270 1270 Jul 1700 6.2 1056.0 1.20 Zone Terminal Sizing Data Space Loads and Airflows No Zone Terminal Sizing Data required for this system. Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft' Zone 1 TYP IB (RETAIL) 1 23.3 Jul 1700 1270 6.2 1056.0 1.20 PD1°8YeAgf dswii?lrarine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 • Zone Design Load Summary for AHU-IB (TYP) 3TNS Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 89.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 119 ft' 7825 - 119 ft' - - Wall Transmission 319 ft' 2711 - 319 ft' 3017 - Roof Transmission 1006 ft' 2592 - 1006 ft' 1187 - W indow Transmission 119 ft' 940 - 119 W 1679 - Skylight Transmission 0 ft' 0 - 0 ft' 0 - Door Loads 42 ft' 169 - 42 ft' 302 - Floor Transmission 83 ft2 0 - 83 ft' 0 - Partitions 0 ft' 0 - 0 ft' 0 - Ceiling 0 ft2 0 - 0 ft' 0 - Overhead Lighting 2281 W 7783 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 16 1280 2560 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 23301 2560 - 6186 0 PDf°1Crreaedswitiliai-ine2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 Air System Sizing Summary for AHU-1_11 (TYP) 3TNS Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Air System Information Air System Name . AHU-I_II (TYP) 3TNS Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Number of zones 1 Floor Area 832.0 ft2 Location Miami IAP, Florida Calculation Months Sizing Data Jan to Dec Calculated Central Cooling Coil Sizing Data Total coil load. 2.7 Tons Load occurs at Jul 1700 Total coil load 32.5 MBH OA DB / WB 89.9 / 76.7 °F Sensible coil load 25.2 MBH Entering DB / WB 79.2 / 67.9 °F Coil CFM at Jul 1700. 1295 CFM Leaving DB / WB 61.2 / 60.1 °F Max block CFM 1295 CFM Coil ADP 59.2 °F Sum of peak zone CFM 1295 CFM Bypass Factor 0.100 Sensible heat ratio 0.775 Resulting RH 56 % ft2/Ton _ . 307.6 Design supply temp. 58.0 °F BTU/(hr-ft2) 39.0 Zone T -stat Check ............ _ 1 of 1 OK Water flow © 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load ._ 9.8 MBH Load occurs at Des Htg Coil CFM at Des Htg ... 1295 CFM BTU/(hr-ft2) . 11.7 Max coil CFM 1295 CFM Ent. DB / Lvg DB 66.3 / 73.3 °F Water flow @ 20.0 °F drop .............._____... N/A Supply Fan Sizing Data Actual max CFM 1295 CFM Fan motor BHP 0.00 BHP Standard CFM 1294 CFM Fan motor kW 0.00 kW Actual max CFM/ft2 1.56 CFM/ft2 Fan static 0.00 in wg Outdoor Ventilation Air Data Design airflow CFM 184 CFM CFM/ft2 .. 0.22 CFM/ft2 CFM/person 15.33 CFM/person PDQ`°cr''ea dSwiiga�i i'WPrint pdfFactory Pro trial version www.odffactory.com Page 1 of 1 Zone Sizing Summary for AHU-1_11 (TYP) 3TNS Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Air System Information Air System Name AHU-I_II (TYP) 3TNS Equipment Class SPLT AHU Air System Type ............. .. SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM .... Individual peak space loads Zone Sizing Data Number of zones Floor Area Location Miami IAP, Florida 832.0 ft' Calculation Months Jan to Dec Sizing Data ... Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft') Zone CFM/ft' Zone 1 23.8 1295 1295 Jul 1700 5.1 832.0 1.56 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (fe) Space CFM/ft' Zone 1 TYP 1_II (RETAIL) 1 23.8 Jul 1700 1295 5.1 832.0 1.56 PDP ribeaTgdswilrPivr e2Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 • Zone Design Load Summary for AHU-1_11 (TYP) 3TNS Project Name: 9501_ 9545 NE 2 AVE _08_25_12 Prepared by: Reyes-Gavilan Consulting Engineers, Inc. 08/27/2012 Zone 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 89.9 °F / 76.7 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F / 38.6 °F OCCUPIED T -STAT 75.0 °F OCCUPIED T -STAT 70.0 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 98 ft2 6444 - 98 ft2 - - Wall Transmission 268 ft2 2278 - 268 ft2 2535 - Roof Transmission 782 ft2 2015 - 782 ft2 923 - Window Transmission 98 ft2 774 - • 98 W 1383 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 42 ft2 169 - 42 ft2 302 - Floor Transmission 83 ft2 0 - 83 ft' 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 1977 W 6745 - 0 0 - Task Lighting OW 0 - 0 0 - Electric Equipment 0 W 0 - 0 0 - People 12 2940 2460 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 2400 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 23765 2460 - 5143 0 PDf` cryeaedsvPiafrarine?Print pdfFactory Pro trial version www.pdffactory.com Page 1 of 1 EnergyGauge Summit® v4.10 INPUT DATA REPORT Project Name: COM Project Title: COMMERCIAL BUILDING Building Type: Retail Address: 9501-9545 NE 2nd AVE Building Classification: Renovation to existing building Project Information Orientation: North State: FL Zip: 0 Owner: No.of Stories: 1 GrossArea: 19753 SF 1/17/2013 EnergyGauge Summit® v4.10 1 Zones No Acronym Description Type Area [sf] Multiplier Total Area [sf] 1 COM COM CONDITIONED 19753.0 1 19753.0 ❑ Spaces No Acronym Description Type Depth [ft] Width [ft] Height Multi [ft] plier Total Area [sf] Total Volume [cf] 1/17/2013 EnergyGauge Summit® v4.10 1 In Zone: COM 1 COM COM Sales Area 395.06 50.00 12.00 1 19753.0 237036.0 ❑ Lighting No Type Category No. of Luminaires Watts per Power Control Type Luminaire [W] No.of Ctrl pts In Zone: COM In Space: COM 1 Compact Fluorescent General Lighting 1 15 15 Manual On/Off 2 ❑ Walls No Description Type Width H (Effec) Multi [ft] [ft] plier Area DirectionConductance Heat [sf] [Btu/hr. sf. F] Capacity [Btu/sf.F] Dens. R -Value [1b/cf] [h.sf.F/Btu] In Zone: COM 1 N WALL 2 E WALL 3 S WALL 4 SW WALL 5 W WALL 5/8" stucco 89.00 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 5/8" stucco 300.00 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 5/8" stucco 149.00 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 5/8" stucco 36.00 /8 "CMU/3/4"ISO BTWN24"oc/.5" Gyp 5/8" stucco 275.00 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 12.00 1 12.00 1 12.00 1 12.00 1 12.00 1 1068.0 North 0.2067 5.731 3600.0 East 0.2067 5.731 1788.0 South 0.2067 5.731 432.0 SouthWes 0.2067 5.731 t 3300.0 West 0.2067 5.731 34.65 4.8 ■ 34.65 4.8 ■ 34.65 4.8 ■ 34.65 4.8 ■ 34.65 4.8 ■ 1/17/2013 EnergyGauge Summit® v4.10 2 6 NW WALL 5/8" stucco /8 "CMU/3/4"ISO BTWN24"oc/.5" Gyp 14.00 12.00 1 168.0 NorthWes t 0.2067 5.731 34.65 4.8 ■ Windows No Description Type Shaded U SHGC Vis.Tra [Btu/hr sf F] W [ft] H (Effec) [ft] Multi Plier Total Area [sf] In Zone: COM In Wall: E WALL 1 E WIND In Wall: N WALL 1 N WIND In Wall: NW WALL 1 NW WIND In Wall: S WALL 1 S WIND In Wall: SW WALL 1 SW WIND In Wall: W WALL 1 W WIND User Detined User Defined User Defined User Defined User Defined User Defined No 1.2500 0.82 No 1.2500 0.82 No 1.2500 0.82 No 1.2500 0.82 No 1.2500 0.82 No 1.2500 0.82 0.76 0.76 0.76 0.76 0.76 0.76 71.00 54.00 12.00 80.00 35.00 224.00 6.00 6.00 6.00 6.00 6.00 6.00 1 1 1 1 1 1 426.0 324.0 72.0 480.0 210.0 1344.0 Doors No Description Type Shaded? Width H (Effec) Multi [ft] [ft] plier Area Cond. Dens. Heat Cap. R-Value [sf] [Btu/hr. sf. F] [lb/cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: COM In Wall: E WALL 1 E DOOR Solid core flush (2.25) No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 1/17/2013 EnergyGauge Summit® v4.10 3 1/17/2013 EnergyGauge Summit® v4.10 4 Roofs Systems No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [Ib/cf] [h.sf.F/Btu] In Zone: COM 1 ROOF Mtl Bldg Roof/R-19 Batt 50.00 395.06 1 19753.0 0.00 0.0492 1.34 9.49 20.3 ❑ No. Of Units Skylights Component No Description Type U SHGC Vis.Trans W H (Effec) Multiplier [Btu/hr sf F] [ft] [ft] Area Total Area [Sf] [Sf] In Zone: In Roof: 1 2 Cooling System Heating System 36000.00 14.00 34130.00 1.00 8.00 • Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. [ft] [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] R -Value [h.sf.F/Btu] In Zone: COM 1 FLOOR 1 ft. soil, concrete floor, carpet and rubber pad 50.00 395.06 1 19753.0 0.2681 34.00 113.33 3.73 ❑ 1/17/2013 EnergyGauge Summit® v4.10 4 Systems . AHU-I, II, IB AHU-I, II, IB Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 10 Component Category Capacity Efficiency IPLV 1 2 Cooling System Heating System 36000.00 14.00 34130.00 1.00 8.00 • 1/17/2013 EnergyGauge Summit® v4.10 4 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System (Sup) 1200.00 0.80 1200.00 0.80 il M AHU 13A -13B AHU-13A & 13B Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System (Sup) 48000.00 14.00 34130.00 1.00 1600.00 0.80 1600.00 0.80 8.00 • 1. MI • AHU-14_15 AHU-14 _ 15 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System (Sup) 60000.00 13.50 34130.00 1.00 2000.00 0.80 2000.00 0.80 8.00 M • AHU-1_3_7_9 AHU-3_ 13 Constant Volume Packaged System No. Of Units 2 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System (Sup) 72000.00 11.30 40956.00 1.00 2400.00 0.80 2400.00 0.80 11.50 III • 1/17/2013 EnergyGauge Summit® v4.10 5 AHU-1_5A_5B AHU-1_5A_5B Constant Volume Packaged System No. Of Units 3 Component Category Capacity Efficiency IPLV Watts per Area/Len/No. of units Control Type Luminaire [sf/ft/No] Wattage [W] 1 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System (Sup) 90000.00 40956.00 3000.00 3000.00 11.30 1.00 0.80 0.80 11.50 15.00 ❑ • Piping p g No Type Operating 'Temperature [F] Insulation Nomonal pipe Insulation Conductivity Diameter Thickness [ Btu-in/h.sf.F] [in] [in] Plant Equipment Category Size Inst.No Eff. IPLV U Water Heaters W -Heater Description Capacit3Cap.Unit I/P Rt. Efficiency Loss 1/17/2013 EnergyGauge Summit® v4.10 6 Ext -Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Control Type Luminaire [sf/ft/No] Wattage [W] 1 Ext Light 1 Uncovered Parking Areas -- 1 Parking lots and Drives 15 300.00 Photo Sensor control 15.00 ❑ Piping p g No Type Operating 'Temperature [F] Insulation Nomonal pipe Insulation Conductivity Diameter Thickness [ Btu-in/h.sf.F] [in] [in] Is Runout? 1/17/2013 EnergyGauge Summit® v4.10 6 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rAll User Defined Frm 1 1.2500 0.8200 0.7600 1/17/2013 EnergyGauge Summit® v4.10 7 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btu] [ft] [Btu/h.ft.F] [1b/cf] [Btu/lb.F] 18/ Mat118 / GYP OR PLAS No 0.4333 0.041 / 0.0920 30.00 0.2000 [J BOARD,1/2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 NI 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 • 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 • 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ■ 42 Mat142 8 in. Lightweight concrete block No 2.0212 0.6670 0.3300 38.00 0.2000 • 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 • 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 • 94 Mat194 BUILT-UP ROOFING, 3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500 • Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1011 5/8" stucco /8"CMU/3/4"ISO No No 0.21 5.73 34.65 4.8 1 BTWN24"oc/.5" Gyp 1/17/2013 EnergyGauge Summit® v4.10 7 Layer Material Material Thickness Framing No. [ft] Factor 1 268 0.625" stucco 0.0521 0.000 0 2 42 8 in. Lightweight concrete block 0.6670 0.000 0 3 269 .75" ISO BTWN24" oc 0.0625 0.000 0 4 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 0 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.F/Btu] 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 0 Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.000 0 23 6 in. Insulation 0.5000 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 0 2 48 6 in. Heavyweight concrete 0.5000 0.000 0 3 178 CARPET W/RUBBER PAD 0.000 0 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 0 Layer Material Material 'Thickness Framing No. [ft] Factor 279 Solid core flush (2.25") 0.000 ❑ 1/17/2013 EnergyGauge Summit® v4.10 8 Profiles 597 0 No Classification No Classification 201 202 203 204 205 206 207 208 1,001 1,002 1,003 People Lighting Infiltration Equipment Sources HeatTemp CoolTemp Hot Water Schedule Heating Schedule Cooling Schedule Fan Operation Sche 597 ACM -Retail 201 People 202 Lighting 203 Infiltration 204 Equipment 205 Sources 206 HeatTemp 207 CoolTemp 208 Hot Water Schedule 1,001 Heating Schedule 1,002 Cooling Schedule 1,003 Fan Operation Sche 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 202 Set Point 55 201 Set Point 99 2 Fractional Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule ACM Retail 615 603 612 606 2 597 600 618 410 410 609 ACM Retail People ACM Retail Lights ACM Retail Infiltration ACM Retail Equipment Fractional Null Schedule ACM Retail Heating ACM Retail Cooling ACM Retail Hot Water Always ON Always ON ACM Retail Fans 1/17/2013 EnergyGauge Summit® v4.10 9 Schedules 1 1 On/Off ON-OFF Null Schedule Hourly Sch. for: Monday 12/31/1989 ShHr1 Tuesday Wednesday Thursday Friday Saturday Sunday Holiday ShHr1 ShHr1 ShHr1 ShHr1 ShHr1 ShHr1 ShHr1 2 2 Fraction Fractional Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 44 44 Absolute SetPt78 Hourly Sch. for: Monday 12/31/1989 ShHr179 Tuesday Wednesday ShHr179 ShHr179 Thursday Friday Saturday Sunday Holiday ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 45 45 Absolute Set Point 70 Hourly Sch. for: Monday 12/31/1989 ShHr180 Tuesday Wednesday ShHr180 ShHr180 Thursday Friday Saturday Sunday Holiday ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 201 201 Absolute Set Point 99 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 202 202 Absolute Set Point 55 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 1/17/2013 EnergyGauge Summit® v4.10 10 410 410 On/Off Always ON Hourly Sch. for: Monday 12/31/1989 ShHr410 Tuesday Wednesday ShHr410 ShHr410 Thursday Friday Saturday Sunday Holiday ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 597 597 Absolute ACM Retail Heating Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr597 ShHr597 ShHr597 ShHr597 ShHr597 ShHr598 ShHr599 ShHr599 600 600 Absolute ACM Retail Cooling Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr600 ShHr600 ShHr600 ShHr600 ShHr600 ShHr601 ShHr602 ShHr602 603 603 Fraction ACM Retail Lights Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr603 ShHr603 ShHr603 ShHr603 ShHr603 ShHr604 ShHr605 ShHr605 606 606 Fraction ACM Retail Equipment Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr606 ShHr606 ShHr606 ShHr606 ShHr606 ShHr607 ShHr608 ShHr608 609 609 On/Off ACM Retail Fans Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr609 ShHr609 ShHr609 ShHr609 ShHr609 ShHr610 ShHr611 ShHr611 612 612 Fraction ACM Retail Infiltration Hourly Sch. for: Monday 12/31/1989 ShHr612 Tuesday Wednesday Thursday Friday Saturday Sunday Holiday ShHr612 ShHr612 ShHr612 ShHr612 ShHr613 ShHr614 ShHr614 1/17/2013 EnergyGauge Summit® v4.10 11 615 615 Fraction ACM Retail People Hourly Sch. for: Monday 12/31/1989 ShHr615 618 618 Hourly Sch. for: Monday 12/31/1989 ShHr618 1,001 1,001 Hourly Sch. for: Monday 12/31/1989 ShHr10001 1,002 1,002 Hourly Sch. for: Monday 12/31/1989 ShHr10002 1,003 1,003 Hourly Sch. for: Monday 12/31/1989 ShHr10003 Tuesday ShHr615 Wednesday Thursday ShHr615 ShHr615 Fraction ACM Retail Hot Water Tuesday ShHr618 Wednesday Thursday ShHr618 ShHr618 Absolute Absolute null schedule Tuesday Wednesday Thursday ShHr10001 ShHr10001 ShHr10001 Absolute Absolute null schedule Tuesday Wednesday Thursday ShHr10002 ShHr10002 ShHr10002 Absolute Absolute null schedule Tuesday Wednesday Thursday ShHr10003 ShHr10003 ShHr10003 Friday Saturday ShHr615 ShHr616 Friday ShHr618 Sunday Holiday ShHr617 ShHr617 Saturday Sunday ShHr619 ShHr620 Friday Saturday ShHr10001 ShHr10001 Friday Saturday ShHr10002 ShHr10002 Friday Saturday ShHr10003 ShHr10003 Holiday ShH r620 Sunday Holiday ShHr10001 ShHr10001 Sunday Holiday ShHr10002 ShHr10002 Sunday Holiday ShHr10003 ShHr10003 1/17/2013 EnergyGauge Summit® v4.10 12 Hourly Schedules Id Acronym Type Values Hours 1 thru 8 Hours 9 - 16 Hours 17 - 24 1 ShHr1 On/Off OFF OFF OFF OFF OFF OFF OFF OFF On -Off Null Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 2 ShHr2 Fraction 0 0 0 0 0 0 0 0 Fraction Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ShHr3 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 ShHr179 Absolute 78 78 78 78 78 78 78 78 Set point 78 F All Day 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 180 ShHr180 Absolute 70 70 70 70 70 70 70 70 Set Point 70 F All Day 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 201 ShHr201 Absolute 99 99 99 99 99 99 99 99 Set point 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 202 ShHr202 Absolute 45 45 45 45 45 45 45 45 Set Point 55 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 410 ShHr410 On/Off ON ON ON ON ON ON ON ON Always On schedule ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON 411 ShHr411 On/Off OFF OFF OFF OFF OFF OFF OFF OFF Always Off Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 412 ShHr412 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week Day Summc 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 0.03804 1/17/2013 EnergyGauge Summit® v4.10 13 413 ShHr413 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 Florida Avg. Week Day Winter 0.0686 0.0686 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 414 ShHr414 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Summa 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 415 ShHr415 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Winter 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 597 ShHr597 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Weekday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 598 ShHr598 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Saturday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 599 ShHr599 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Sunday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 600 ShHr600 Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Weekday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 601 ShHr601 Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Saturday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 602 ShHr602 Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Sunday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 603 ShHr603 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Weekday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 604 ShHr604 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Saturday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 605 ShHr605 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Sunday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 606 ShHr606 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Weekday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 1/17/2013 EnergyGauge Summit® v4.10 14 607 ShHr607 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Saturday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 608 ShHr608 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Sunday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 609 ShHr609 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 610 ShHr610 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Saturday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 611 ShHr611 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Sunday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 612 ShHr612 Fraction 1 1 1 1 1 1 0 0 ACM Retail Infil Weekday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 613 ShHr613 Fraction 1 1 1 1 1 1 0 0 ACM Retail Infil Saturday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 614 ShHr614 Fraction 1 1 1 1 1 1 0 0 ACM Retail Infil Sunday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 615 ShHr615 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Weekday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 616 ShHr616 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Saturday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 617 ShHr617 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Sunday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 618 ShHr618 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Weekday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 619 ShHr619 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Saturday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 1/17/2013 EnergyGauge Summit® v4.10 15 620 ShHr620 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Sunday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 #### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/17/2013 EnergyGauge Summit® v4.10 16 Florida Energy Efficiency Code For Building Construction EnergyGauge Summit® Fla/Com-2010, Effective Date: March 15, 2012 -- Form 506-2010 Total Building Performance Method for Commercial Buildings PROJECT SUMMARY Short Desc: COM Owner: Addressl: 9501-9545 NE 2nd AVE Address2: Type: Retail Jurisdiction: Conditioned Area: No of Stories: 1 Permit No: 0 Description: COMMERCIAL BUILDING City: State: Zip: Class: MIAMI SHORES FL 0 Renovation to existing buildi MIAMI SHORES VILLAGE, MIAMI-DADE COUNTY, FL (232600) 19753 SF Conditioned & UnConditioned Area: 19753 SF Area entered from Plans 19753 SF Max Tonnage 7.5 If different, write in: 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 1 of 9 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 22,290.0 27,358.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 1/17/2013 Page 2 of 9 I hereby certify that the pla Florida Energy Code y thi . culation are in compliance with the Building Official: Date: Date: 1-23- 17 I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 3 of 9 Project: COM Title: COMMERCIAL BUILDING Type: Retail (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Building End Uses Total 1) Proposed 2) Baseline 1,443.50 2,231.70 $22,290 $34,197 ELECTRICITY (MBtuIkWh/$) 1,443.50 2,231.70 422969 653871 $22,290 $34,197 AREA LIGHTS 0.30 619.10 81 181395 $4 $9,487 MISC EQUIPMT 289.10 289.10 84717 84717 $4,465 $4,431 PUMPS & MISC 0.00 0.00 1 1 $0 $0 SPACE COOL 590.40 829.10 172990 242912 $9,117 $12,704 SPACE HEAT 2.10 2.90 621 839 $33 $44 VENT FANS 561.60 491.50 164559 144007 $8,672 $7,532 Credits Applied: None Passing Criteria = 27358 Design (including any credits) = 22290 Passing requires Proposed Building cost to be at most 80% of Baseline cost. This Proposed Building is at 65.2% PASSES 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 4 of 9 Project: COM Title: COMMERCIAL BUILDING Type: Retail (WEA File: FL_MIAMI_OPA_LOCKA.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sqft or ft) Ext Light 1 Uncovered Parking Areas -- Yes 0.15 300.0 Parking lots and Drives 45 15 Tradable Surfaces: 15 (W) Allowance for Tradable: 780 (W) All External Lighting: 15 (W) Complicance check includes a excess/Base allowance of 750.00(W) PASSES Project: COM Title: COMMERCIAL BUILDING Type: Retail (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area (sq.ft) ID Design Min Compli- CP CP ance COM 25,001 Sales Area 19,753 2 2 PASSES PASSES EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 1/17/2013 Page 5 of 9 Project: COM Title: COMMERCIAL BUILDING Type: Retail (WEA File: FL_MIAMI_OPA_LOCKA.tm3) System Report Compliance AHU-I, II, AHU-I, II, IB Constant Volume Air Cooled No. of Units IB Split System < 65000 Btu/hr 10 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 14.00 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.82 PASSES System - Return Constant Volume Air Distribution ADS System (Sup) PASSES System (Sup) AHU AHU-13A & 1313 Constant Volume Air Cooled No. of Units 13A -13B Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 14.00 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.82 PASSES System - Return Constant Volume Air Distribution ADS System (Sup) PASSES System (Sup) AHU-14_15 AHU-14 _ 15 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.50 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System -Supply Constant Volume 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 6 of 9 • ' .• Air Handling Air Handler (Return) - System - Return Constant Volume Air Distribution ADS System (Sup) System (Sup) 0.80 0.82 PASSES PASSES AHU-1_3_7 AHU-3 _ 13 _9 Constant Volume Packaged System No. of Units 2 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System -Supply Constant Volume Air Handling Air Handler (Return) - System - Return Constant Volume Air Distribution ADS System (Sup) System (Sup) 11.30 11.20 11.50 1.00 1.00 0.80 0.82 0.80 0.82 11.40 PASSES PASSES PASSES PASSES PASSES AHU-1_5A AHU-1_5A_5B _5B Constant Volume Packaged System No. of Units 3 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System -Supply Constant Volume Air Handling Air Handler (Return) - System - Return Constant Volume Air Distribution ADS System (Sup) System (Sup) 11.30 11.20 11.50 1.00 1.00 0.80 0.82 0.80 0.82 11.40 PASSES PASSES PASSES PASSES PASSES PASSES 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 7 of 9 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Rey Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF.F] None 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 8 of 9 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liancc None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Rey Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF.F] None 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 8 of 9 f w r. Project: COM Title: COMMERCIAL BUILDING Type: Retail (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors 506.4.2 303.3.1, 503.2.9.3, 505.7.4.2 502.3.2 Joints/Cracks 502.3.3 Dropped Ceiling Cavity 502.3 HVAC Efficiency 503.2.3 HVAC Controls 503.2.4 Ventilation 503.2.5 ADS 503.2.7.5 HVAC Ducts 503.2.7 Balancing 503.2.9.1 Piping Insulation 503.2.8 Water Heaters 504 Swimming Pools 504.7 Motors 505.7.5 Lighting Controls 505.2, 502.3 Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2: all other products: 0.3 cfm/ft2 To be caulked, gasketed, weather-stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls Minimum efficiencies: Tables 503.2.3(I )-(8) Zone controls prevent reheat (exceptions); separate thermostatic control per zone; Outdoor air supply & exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems (Exceptions). Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power limitations. HVAC distribution system(s) tested & balanced. Report in construction documents. HAC and service hot water. In accordance with Table 503.2.8. Performance requirements in accordance with Table 504.2. Heat trap required. Vapor -retardant or liquid cover or other means proven to reduce heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W 1/17/2013 EnergyGauge Summit® Fla/Com-2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 9 of 9 Inspection WorksheetCC /3_7 7�.Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203707 Permit Number: RF -6-13-1398 Scheduled Inspection Date: December 19, 2013 Inspector: Rodriguez, Jorge Owner: Job Address: 9501 NE 2 Avenue Miami Shores, FL 33138 - Project: <NONE> Contractor: LATITE ROOFING & SHEET METAL COMPANY Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)756-3711 Parcel Number 1132060133920 Phone: 954-772-3446 Building Department Comments RE ROOF FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed r Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-201528. CREATED AS REINSPECTION FOR INSP-201423. CREATED AS REINSPECTION FOR INSP-193978. No ladder/ permit on site Not ready CANCELLED BY DAWN December 18, 2013 For Inspections please call: (305)762-4949 Page 11 of 17 ENGINEERING Fl. I ederal & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 fed-eng.com DATE: 8/21/13 JOB ORDER NO.: 13-2312 CLIENT: Latite Roofing ADDRESS: 2280 W. Copans Road; Pompano Beach, FL 33069 PROJECT: Down Town Village Square ADDRESS: 9501-9545 N.E. 2nd Avenue; Miami Shores, FL ROOF DRAINAGE CALCULATIONS Roof Area / Level West Roof Area Roof Area 13,131 ft2 Primary Drains A. Existing No. of primary drains / scuppers: 4 Existing size of primary drains /scuppers: (1) 4" + (3) 6" x 8" Total area of primary drains: 84 in2 Per Table 1106.2 FBC Rainfall rate: Required area of primary drains: Secondary / Emergency Drains B. Per Figure 1617.3 FBC Rainfall rate: Required area of Emergency drains: 5 in/hour 50 int 84 in2 > 50 in2 (Complies with Code) 5 in/hour 115 int Existing No. of Emergency drains: 0 Existing size of emergency drains: 0 0 int < 115 in2 (Does Not Comply with Code) Construction Material Engineering Council American Concrete Institute MIAMI -DAZE COUNTY Miami Dade County Florida Department of Transportation Page 2 8/21/13 Down Town Village Square 9501-9545 N.E. 2nd Avenue Miami Shores, FL Existing primary drain sizes are in compliance with the Florida Building Code (FBC). Secondary / emergency drains are not in compliance with the Florida Building Code (FBC). Need 115 in2 of secondary / emergency drainage (add scuppers placed 2" above deck for effective vertical area of 3" per scupper) Size Options a) Add (5) 8" wide scuppers (120 in2) or b) Add (2) 12" wide scuppers + (2) 8" wide scuppers (Total of 120 in2) Emergency drains shall be not less than two (2) inches and not more than four (4) inches above the low point of the finished roof surface as per F.B.C. Section 1617 in the vicinity of the primary drains. Roof Area / Level East Roof Area Roof Area 10,080 ft2 Primary Drains A. Existing No. of primary drains / scuppers: 3 Existing size of primary drains: (3) 4" Total area of primary drains: 37.7 in2 Per Table 1106.2 FBC Rainfall rate: Required area of primary drains: 5 in/hour 28.3 in2 37.7 in2 > 28.3 in2 (Complies with Code) Fi- ENGINEERING & TESTING Page 3 8/21/13 Down Town Village Square 9501-9545 N.E. 2nd Avenue Miami Shores, FL Secondary / Emergency Drains B. Per Figure 1617.3 FBC Rainfall rate: Required area of Emergency drains: Existing No. of Emergency drains: Existing size of emergency drains: 5 in/hour 95 int 3 6" x 8" (3" effective vertical area) Total of 72 in2 72 in2 < 95 in2 (Does Not Comply with Code) Existing primary drain sizes are in compliance with the Florida Building Code (FBC). Secondary / emergency drains are not in compliance with the Florida Building Code (FBC). Need an additional 23 in2 of secondary / emergency drainage (add scuppers placed 2" above deck for effective vertical area of 3" per scupper) Size Options a) Add (1) 8" wide scupper (24 in2) Emergency drains shall be not less than two (2) inches and not more than four (4) inches above the low point of the finished roof surface as per F.B.C. Section 1617 in the vicinity of the primary drains. Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, feel free to call on us. Sincerely Keith -LeBlanc, P.E. eV/3 Federal Engineering & Testing, Inc. Federal Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #11-0407.01 F - ENGINEERING & TESTING 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 96 Y 557S /C` Lc 2, i } L/ City: Miami Shores County: Miami Dade Folio/Parcel#: j/' 3,.06 "0/3 —1/435626i 396q 439/o 9-2D Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):) I` 5 L2( . Address: )0J //E._ 9% —0ST • City: /Am �L j'/Ho/JJ State: /--/, Zip: 33/31 Tenant/Lessee Name: Phone#: Email: IM©mEVM1ti 191 JUN 2 0 20i3 Z BY: FBC 20 Permit No: 1 17 ` I Master Permit Norf./) Zip: 33/3r Phone#: CONTRACTOR: Company Name: /197"/ re /POC)1//) Gf Phone#: 95/1- '7g7a? 3V Address: 00 W .e,,, f /� • City: P07ip440 ,//_ /LCA State: j Ziip330,(99 Qualifier Name: (7 CAl..471 L.5 -a0 l T Phone#: 9.57/ —.2/75:4402y S/ State Certification or Registration #: 0_,(7e /3,21:3670 Certificate of Competency/ #: Contact Phone#: 954 - 772 -34/4 , Email Address: /7)/m / L4 /�.7/ 74 e 0/21 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /02 / 00. Dv Square/Linear Footage of Work: o2�e2OC� Type of Work: ❑Addition L'fAlteration ❑New ❑Repair/Replace - ❑Demolition Description of Work: �� -/C,D�� T�fI �/QCY>; /i / spy !ir -'S %2191 Ai 6 ern f ir02-40 644 bass e..� Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ ******************************************** v CCF $ CO/CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 QC5) . qc9 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 sub'ec ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir tion which occurs sev 7) days after the building permit is issued. In the absence of such posted notice, the ins ved and a reinspect n fee will be charged. er or Ag The fore • bin: mstrument was a day of , 201 by wh NOTARY PUBLIC: Sign: Print: My Commission Expires: owled ed befoly me I • me or who has produced s identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this / ofUtc/lL ,20/3 ,by e.)o,i///E Co who is personally known to me or who has produced as identification and who did take an oath. 0 Go`0' osi9�Na��o ooh ee•• NOTARY PUBLIC: ign: Print: /Y)//),) / ALL%ri My Commission Expires: ******************************* *-******************************** APPROVED BY Plans Examiner Structural Review (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) 0,1 4%.2"MIMI E. ALLBRITTON MY COMMISSION # EE 095363 ' Bonded Thru Notery Public Underwriters ******* Zoning Clerk 33\)cg Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. xx COPY OF QUALIFIER'S STATE LIC CARD B. xx COPY OF LOCAL BUSINESS TAX RECEIPT C. xx COPY OF LIABILITY INSURANCE JCERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. xx COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Latite Roofing & sheet Metal, LLC. BUSINESS ADDRESS: 2280 West Copans Road CITY Pompano Beach STATE FI. ZIP CODE 330639 BUSINESS PHONE: ( 954 ) 772-3446 FAX NUMBER ( 954 ) 938-9158 CELL PHONE (954 ) 375-6024 QUALIFIER'S NAME: Connie Scott QUALIFIER'S LIC NUMBER: CCC1326510 E-MAIL ADDRESS (IF APPLICABLE): cscott@latite.com Created on 3119109 BY MLDV I RV 3126109 MLDV LATIROO-01 MATERAT 'A�� CERTIFICATE OF LIABILITY INSURANCE DATE IDD/YYYY) 12/31/2012 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 Insurance Office of America, Inc. P.O. Box 162207E Altamonte Springs, FL 32716-2207 CONTACT NAME: PHONE (800)243-6899 FAx 407 788-7933 (AIC. No. Ext): (A/C, No): ( ) -MAIL ADDRESS: INSURERS) AFFORDING COVERAGE • NAIC # INSURER A : First Mercury Ins Co 10657 INSURED Latite Roofing and Sheet Metal, LLC 2280 West Copans Road Pompano Beach, FL 33069 INSURER 8 :Continental Ins Co 35289 INSURER C : Guarantee Ins Co 11398 INSURER D : $ 1,000,000 INSURER E $ 50,000 INSURER F : COVERAGES CERTIFICATE NUMBER: 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 POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY NJ -CGL -0000003364-02 1/1/2013 1/1/2014 EACH OCCURRENCE $ 1,000,000 DAEMISES MAGES((EREaNTEDoccurrence) PR $ 50,000 CLAIMS-MADE X OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 7 POLICY n JECT T7 LOC PRODUCTS - COMP/OP AGG $ 2,000,000 + B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS AUTOS SCHEDULED AUTOS NON -OWNED AUTOS 5090777785 1/1/2013 1/1/2014 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY PEADT) $HIRED $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE NJ-UMB-0000003367-02 1/1/2013 1/1/2014 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ DED RETENTION$ Aggregate limit $ 10,000,000 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN N N N / A GPE0500004000-113 1/1/2013 1/1/2014 X TORY LIMITS - °R E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POUCY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Village of Miami Shores is additional insured as respects to general liability per form CG2010 07/04 as required under written contract. NOC: 30Days/10Days Non -Payment of premium in accordance with the policy provisions. CERTIFICATE HOLDER CANCELLATION Village of Miami Shores Bldg. Dept. 10050 N 2nd Ave (Miami Shores, 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 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SCOTT, CONNIE JEWELL LATITE ROOFING AND SHEET METAL COMPANY 2704 OAK TREE DRIVE OAKLAND PARK FL 33309 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.niyflorldalicense.com. There you can find more information about our divisions and'the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We \ stantly strive to serve you better so that you can serve your customers. ;fink you for doing business in Florida, and congratulations on your new license! DETACH HERE I.D CERTIF `ED- s •,�, W1de;.:Che;.::provii0nssbf;C11`489 !S -cation dat`1:�;]�UG 31 2 i�3�i r +12 1'11ii 3325 .i; !7. HIS'Ap0CU[.1L.N.1 in 'A COL;pRED BACKGROUND •.MICROPRINTING' .1NE MARK" RATENJED P<F?ER ' �h wimuN CONSTRUC I ,ri�ROF USTRY LI' IONAL `REGULATION G BARD $EQ# L12071101325 LICENSE 'NBR! CG.C132 `f.5 0.4 ZS ,cE1 . :IF 4e1r' t the pr6v 'a do Exg rat�o�i $ate•i• :.- _ ' LATITE ROOFING:AN YSHEET ME 2.704 OA1 TREE DRIVE OAKLAND PARR FL 33309 hn ,A • a-}: r...:r.L. wv we. nr~ i •,nrr :.n' 3'1 1. V 'i' KEN LAWSON SECRETARY i+ '� C / 1 •Im ` = ,_ 11�t =imam ►_Fr�r-1n a v - 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: LATITE ROOFING & SHEET METAL COMPANY Owner Name: CONNIE JEWELL SCOTT Business Location: 2280 w COPANS RD POMPANO BEACH Business Phone: 954-772-3446 Rooms Seats Employees 800 Receipt #:ROOFING/SHEET METAL CON Business Type: (ROOFING CONTRACTOR) Business Opened:lo/30/2007 State/County/Cert/Reg:CCC13 2 6 510 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 150.00 0.00 0.00 0.00 0.00 0.00 150.00 THIS RECEIPT THIS BECOMES A TAX WHEN VALIDATED Mailing Address: MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS RECEIPT 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. CONNIE JEWELL SCOTT 2280 W COPANS RD POMPANO BEACH, FL 33069 2012 - 2013 Receipt #035-11-00007266 Paid 08/01/2012 150.00 TGFU.R1306 - Roofing Systems Page 1 of 56 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Pule Bottom GAF MATERIALS CORP WAYNE, N] 07470 USA Roofing Systems R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 'h -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene Is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" in hot roofing asphalt. "EnergyGuard'" Ultra" is an acceptable altemate to "EnergyGuardTM RF" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM RF" Insulation in any of the following systems. Unless otherwise Indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following aassflcations include "EnergyGuardTM EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuard'" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply In the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified periite insulation. Crushed stone or slag are suitable altemates for gravel in any of the Class A, B or C systems listed. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 12/5/2012 TGFU.R1306 - Roofing Systems Page 2 of 56 Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/rin. minimum thick gypsum board is an acceptable altemate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -In. thick perllte board and deck with rosin paper (perllte/rosin paper/polystyrene/periite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard`" RA" or "Tapered EnergyGuard`" RA" or "EnergyGuard`" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used In any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Piy 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any periite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3-gal/100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberold® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet — Three or more plies Type GI or "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS® PIy 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perllte/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 61 or "GAFGLAS® Ply 4" or'Tri-Ply® PIy 4" or "GAFGLAS® PIy 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapm BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perllte, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perllte/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type 61 "GAFGLAS® PIy 4", 'Tri -Ply® Ply 4" or "GAFGLAS . Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perllte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type GI "GAFGLAS® Ply 4" or "Tri-PIy® PIy 4" or GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote"" applied at a rate of 2-gal/100-ft2. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 12/5/2012 ' TGFU.R1306 - Roofing Systems Page 3 of 56 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet". Ply Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." Incline: 2 Insulation: — One or more layers perlite, glass fiber, polylsocyanurate, urethane, perlite/polylsocyanurate composite, perlite/urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberold® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberold® Mop Granule" or "Ruberoid® Mop Pius Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri-PIy® SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or 'Tri-PIy® TP -4G" or "Tri -Ply® TP -4" or "Ruberold® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-PIy® Mineral Surfaced Cap Sheet"or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type Gi. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberold® Torch Granule Plus" or "Ruberold® Mop Smooth" or "Ruberold® Mop Smooth 1.5"' or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply® SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or 'Tri-PIy® TP -4G" or "Tri -Ply® TP -4" or "Ruberoid® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet". Ply Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or 'Tri-PIy® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "Fireshield MB" applied at 21 to 3.0-gal./100-ft2. 9. Deck: C-15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type GI "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GASFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GASFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet". PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GASFGtAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". 12. Deck: C-15/32 Incline: 1 Insulation: — One or more layers periite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G3 "GAFGLAS® PIy 4" or 'Tri-PIy® PIy 4" or "GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-PIy® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop Smooth" or "Ruberold® Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch'" SBS Modified Granular" or "Tri-PIy SBS Modified Bitumen Membrane" or "ROOFMatch"" APP Modified Granular" or "Tri -Ply® TP -4G" or "Tri-PIy® TP -4" or "Ruberoid® Dual Smooth." http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 12/5/2012 tA,7,0l30l0 d2 Florida Department of Environmental Protection Division of Air Resource Management MIAMI 13 COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): 0 DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? I. Facility Name Downtown Village Square II. ❑ REVISED ❑ RENOVATION 0 YES ❑ CANCELLATION ® ROOFING li0 NO 0 COURTESY ❑ YES I5d NO File # 11— % -013 - 0 0 YES 0 NO Process >r ff &% 3 O J/2/02. Address 9501 NE 2nd Avenue c :— City Miami Shores *‘lip* 33138 County Dade J. Site Building Size 23200 (Square Prior Use: 0 School/College/University 0 School/College/University Present Use: Facility Owner DVS LLC Address 201 NE 95th Street Con`sultaAt•Inspecting Site n/a Feet) >i of Floors 2 Building Age in Years 64 " *Retail/Offices ❑Residence . 0 SmaIF Business . . - Other ❑ Residence ❑ Small Business Other * Phone City Miami Sh r` � h ROOFING III. Contractor's Name Address 2280 WEST COPANS ROAD state FL zip 33138 j- . 'Phone 954-772-3446 city POLVJPANC) RFACH state FL. zip33069 *: • 1 Is the contractor exempt from licensure under section 469.002(4), F.S:? " 0 YES. • t •l$l NO IV. Scheduled Dates: (Notice must be postmarked 10 working (lays bekire the'project start date) Asbestos Removal (mm/dd/yy) Start: 07/10 Finish: 10/10 2013 Demo/Renovatidn•(mm/dd%jry)'StaW:O7/10 Finish- 10/10/2013 V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Re -roof flat roof: 1 #75 tin caps & nails, Insulation, 1 ruberoid #20, & 1 GAF Glas mineral cap with asphalt: -. -•-- - '- Procedures to be Used (Check All That Apply): • Strip and Removal Glove Bag • Bulldozer • Wrecking Ball El Wet Method Dry Method ❑ Explode • Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name SUN RFCYCI ING Phone 305-_571-9440 Address City NORTH MIAMI State F1zip 33127 VIII. Waste Disposal Site: Name SOUTH DADE LANDFILL Address 2000 North Miami Ave. city Miami State Ei_zip33127 IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Cate,gory I and II nonfriahle ACM. 1 atite will be responsible for the removal of asbestos if asbestos is found. Amount of RACM or ACM* 23200 square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. Mimi Allbritton (Print Name of Owner/Operator) ignature of to er/Operator) DERM USE ONLY Postmark/Date Received 161_01-158 10/10 6/19/13 (Date) 954-772-3446 X330 (Contact phone #) /'ZO(ID A/Aoki .,6144/1 t4 DISTRIBUTION: White-DERM Yellow Applicant Pink -Reserve Gold -Reserve ,/U rif361- PLAN REVIEW FINAL APPROVAL DEPARTMENT (‘P E?WJ ONMENTAL RE&)IJRCES MANAGEMENT ..'ORF REVIEWER (PR!N'i); '1GNATURF. ROOF ASSEMBLIES AND RQ OP STRUCTURES Downtown Village Square Florida Building Code Edition 2010 \l N w . •'`High -Velocity Hurricane Zone Uniform Permit Application Form. .( Section A (General Information) -� j j� }�� Master Permit No. Process No. l �T `✓' I Contractor's Name Latite Roofing and Sheet Metal Company Job Address 9501-9545 N.E. 2nd Avenue, Miami Shores Q( Low Slope 0 Asphaltic Shingles ❑ New Roof EX Reroofing 23,200 Low Slope Roof Area (SF) ROOF CATEGORY O Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile O Metal Panel/Shingles 0 YWcri • : Shakes O Prescriptive BUR -RAS 150 ROOF TYPE 0 Recovering 0 Repair ance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 23,200 Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. Miami Shores Village APPROVED ZO4INaDPT BY ' DATE • '3LT)G DE T S e e A SUBJECT TC CO APL ANCE l&ITH 3TA, E A vn nni \ ttached Rl1LF 41 i – LATIOMS Fn=RAI 15.34 2010 FLORIDA BUILDING CODE — BUILDING Pi • .4 drain 7i1,7;;Yip! .4,4 121,41111174"4=0IIMM Na a 'Ca -••••••&1". ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Appllcatlon Form. Section C (Low Slope Appllcatlon) Surfacing: Granules Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, Identify as "NA") Field: 9 " oc @ Lap, # Rows .2 0 9 " oc System Manufacturer: GAF Perimeter: 9 " oc 0 Lap, # Rows 4 ® 9 "00 Product Approval No.: 09-0224.01 Design Wind Pressures, From RAS 128 or Calculations: pt: -50.3 p2:-84.4 Pg: -127.0 Max. Design Pressure from the specific Product Approval system: -iii 5 DeckType: Wood Gauge/Thickness: slope: 1/4" Anchor/Base Sheet & No. of Ply(s): GAFGLAS #75 K§hNails &h I In L,apS onding Material: Corner: 6 " o Lap, # Rows 4 @ A " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 insulation Base Layer: EnergyGuard Tapered Perlite Base Insulation Size and Thickness: 4'x4' - 3/4" Typeslullat on FFastaener/Bonding Material: Top Insulation Layer: NA Top Insulation Size and Thickness: NA Top insulation Fastener/Bonding Material: NA Base Sheet(s) & No. of Ply(s): Ruberoid 20 Base Sheet Fastener/Bonding Material: Type 111 Asphalt PIy Sheet(s) & No. of Ply(s): NA PIyASheet Fastener/Bonding Material: Top NT GAFGLAS Mineral Surfaced Cap Sheet Top Ply Fastener/Bonding Material: Type III Asphalt 2010 FLORIDA BUILDING CODE -- BUILDING 15.35 ENGINEERING ederal & TESTING INC. 250 SW 13th Ave Pompano Beach, FL 33069 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 fed-eng.com DATE: 6/14/13 CLIENT: ADDRESS: PROJECT: ADDRESS: Latite Roofing Order No.: 13-1630 2280 West Copans Road; Pompano Beach, FL 33069 Downtown Village Square Flat Wood Deck 9501-9545 N.E. 2nd Avenue; Miami Shores, FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30, Part I Project Information: Height = 20' Length = 198' Width = 169' Parapet Wall: < 3' Design Calculations: Velocity Pressure: Flat Wood Deck Exposure: C Category: II Slope: < 7° Ultimate Windspeed: V„ tt=175mph Basic Windspeed: Vasd = 136 mph KZ = 0.90 q = 0.00256*[(0.90)(1.0)(1.0)(136)2] = 42.6 psf Width of Pressure Coefficient: 0.1(169') = 16.9' 0.4(20') = 8.0' } use: 8'0" Effective Wind Tributary Area: <10ft2 For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE 7-10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 1) GCPi = 0.18 Construction Material Engineering Council Army Corp of Engineers American Concrete Institute MIAM H DE COUNTY Miami Dade County Florida Department of Transportation Page 2 6/14/13 Flat Wood Deck Downtown Village Square 9501-9545 N.E. 2"d Avenue Miami Shores, FL Design Pressures: 1) Field 2) Perimeter 3) Corners Attachment Requirements: P1 = 42.6*( -1.0 - 0.18) = -50.3 psf P2 = 42.6*( -1.8 - 0.18) = -84.4 psf P3 = 42.6*( -2.8 - 0.18) = -127.0 psf Based on RAS -117 and N.O.A. #09-0224.01; fastening option number 3 with a maximum wind design pressure of -52.5 psf; page 9, 10 and 11 of 31, the following are our recommended anchor fastening requirements: Field: 9" o.c. @ laps and 2 staggered rows 9" o.c. Perimeter: 9" o.c. @ laps and 4 staggered rows 9" o.c. Corners: 6" o.c. @ laps and 4 staggered rows 6" o.c. Notes: Corners and perimeter area dimension shall not be less than a = 8'0" All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010 edition. Wind load calculations based on ASCE 7-10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Sincerely, /.%/5 Keith LeBlanc, P.E. 6nieb Federal Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization #5471 Miami -Dade County Certification #11-0407.01 IF ENGINEERING 8 TESTING Construction Material Engineering Council Army Corp of Engineers American Concrete Institute MIAMFDADE COUNTY Miami Dade County Florida Department of Transportation SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contract. Th . . is initial in the designated space indicates that the item has been explained. 1. 4p -At i 'Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of provide the roof system meets the wind resistance and water instruction performance standards. Aesthe ' (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as co • r or architectural appearance, that are not part of a zoning code, should be addressed as part of th between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring wnhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vi : from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail n of the underside of the decking may not be acceptable. This provides the option of maintaining the ryj 5. r�� Ponding water. The current roof system and/or deck of the building may not drain well and may cau • ter to pond (accumulate) in low -tying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy . • performance of the new roofing system. Pounding conditions may not be evident until the orig- ,u/:� / system is removed. Pounding conditions should be corrected. 6. ��%/� Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not • ed from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if ppers (wall outlets) are not provided. It may be necessary to instal overflow scuppers in with the requirements of Sections R4402, R4403 and R4413. ove overflow a .,pan! T. Ventilation: Most roof strictures should have some ability to vent natural airflow through the inte • , the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be , - efic / • consider additional venting which can result in extending the service life of the /I !i/.l Owner/Agent's Signature Revised on 719/2009 LD fwe,c7,142(5 Date Contractor Signature LA'ITI E ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com 4r1.4"/"MW/1110,770~1411,1 .401,017.0`.3" 4011/74011*P.1410" 8" I; EXISTING EXTERIOR FINISH ONE PART POLYURETHANE SEALANT & PRIMER 1" x 1/8" ALUMINUM TERM BAR FASTEN WITH PREDRILLED MASONRY FASTENERS @ 6" CENTERS - SEAL WITH MASTIC & MEMBRANE 24 GA MILL FIN GALV COUNTERFLASHING FASTEN WITH PREDRILLED MASONRY FASTENERS @ 8" CENTERS MODIFIED BITUMEN FLASHING - HOTMOP OVER FIELD PLIES AND FIBER CANT STRIP t.!.!.!.!.!.!.!.!.!.!.!.!.!.l l.. !.!.. !.1:00.!.tet!...!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.�.!.!.!.!.!.!.!.!.!.!... ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, DRAWING TITLE: BASE FLASHING & COUNTERFLASHING PAGE: R 1.01a REF ON PLANS: AS REQUIRED ,e/ SCALE: NTS LATITE REVIEWER'S INITIALS FIELD PLIES TAPERED PERLITE ANCHOR SHEET PLYWOOD DECK i LATITE ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@Iatite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com //01/04 ITA VA Wie,~1,4ififfif/4 e/005/101,7411M MINA WA frAPIA WA 5#3# 11 • CONTINUOUS MODIFIED BITUMEN WATERPROOFING MEMBRANE SET WITH ADHESIVE - UP AND OVER PARAPET 1" x 1/8" ALUMINUM TERM BAR FASTEN WITH PREDRILLED MASONRY FASTENERS @ 6" CENTERS - SEAL WITH MASTIC & MEMBRANE 24 GA MILL FIN GALV COUNTERFLASHING FASTEN WITH PREDRILLED MASONRY FASTENERS @ 8" CENTERS MODIFIED BITUMEN FLASHING - HOTMOP OVER FIELD PLIES AND FIBER CANT STRIP ....•..........................................................•.•......................................................... DRAWING TITLE: BASE FLASHING & COUNTERFLASHING & WATERPROOFING PAGE: R 1.01b REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS FIELD PLIES TAPERED PERLITE ANCHOR SHEET PLYWOOD DECK t LATITE ROOFING & SKEET METAL COMPANY 1�f1f 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com DO NOT CAULK WEEP AREAS 24 GA MILL FIN GALV COPING WITH 3" FACE EACH SIDE 22 GA MILL FIN GALV CONT CLEAT - NAIL @ 6" CENTERS STAINLESS STEEL SCREWS & STAINLESS STEEL/ EPDM BONDED WASHERS @ 12" CENTERS MODIFIED BITUMEN MEMBRANE - HOTMOP OVER FIELD PLIES AND FIBER CANT STRIP AND SET IN ASPHALT ADHESIVE UP AND OVER PARAPET .h�t.....�hfA��.fiA....,li,�A.fh�A�A. , DRAWING TITLE: LOW PARAPET FLASHING REF ON PLANS: AS REQUIRED PAGE: 81.02 SCALE: NTS LATITE REVIEWERS INITIALS FIELD PLIES INSULATION ANCHOR SHEET L4 LATHE ROOFING & SHEET METAL CO1VtPANY' 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com • jREF ON PLANS: 24 GA MILL FIN GALVANIZED COPING W/ 3" FACE EA SIDE STNLSS STEEL SCREWS & STNLSS STEEUEPDM BONDED WASHERS @ 12" CENTERS /DRAWING TITLE: WALL COPING PAGE: R 1.03 AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS " %i' .ice, . .✓ 'i r EXISTING 2X PT NAILERS #30 FELT CONT 22 GA MILL FIN GALVANIZED CLEAT - NAIL @ 6" CENTERS DO NOT CAULK WEEP AREAS EXTERIOR FINISHES BY OTHERS I LATITE ROOFING & SHEET METAL COMPAN ? 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com i DRAWING TITLE: COPING JOINT DETAIL PAGE: R 1.04 REF ON PLANS: AS REQUIRED ififif SCALE: NTS LATITE REVIEWERS INITIALS LATI'I'E ROOFING & SHEET METAL COMPANY' 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com 0•.•,••❖••••••••••••.❖.❖.i .uuuuuuioiinnnuaaunumuuuivaiiiuioiinnnnuaunun a CAP SHEET CONTINUOUS BRING ALL BASE & INNER PLIES TO METAL UNDER FLANGE MIN 170 GRAM SMOOTH FINISH MODIFIED BITUMEN MEMBRANE "TARGET" SHEET UNDER CAP SHEET DRAWING TITLE: REF ON PLANS: DRIP EDGE FLASHING PAGE: R 1.05 AS REQUIRED r ,,,, ,. , ,,+s 'fid i' 4 ,+:�'' il' SCALE: NTS LATITE REVIEWERS INITIALS 3" x 3" 24 GA MILL FIN GALVANIZED DRIP EDGE FLASHING - FASTEN @ 4" CENTERS - SEAL 6" WIDE LAP JOINTS WITH MASTIC CONTINUOUS MODIFIED BITUMEN MEMBRANE SET IN ASPHALT ADHESIVE LATITE ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com BASE FLASHING TRIM & FORM ENDCAPS @ OPENING SEALANT @ SCUPPER 6" X 8" 22 GA MILL FIN GALV SCUPPER LINER W/4" ROOF FLANGE FULLY SOLDER ALL JOINTS EXISTING HEADER EXISTING DOWNSPOUT DRAWING TITLE: REF ON PLANS: PRIMARY SCUPPER PAGE: R 1.06 AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SKEET METAL CO., INC. 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 FL WATTS: 800-344-3510 FAX: 954-938-9158 TECH e-mail: jim@latite.com CAULKING BY EXTERIOR FINISH TRADE 6" X 6" 24 GA MILL FIN GALVANIZED METAL SCUPPER LINER W/ FULLY SOLDERED 4" ROOF SIDE BASE FLASHING TRIM @ OPENING & FOLD FLAP INTO BOTTOM OF SCUPPER co4MA❖AV;•;:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•: o❖.❖.❖.❖❖.❖.❖❖❖.o❖❖.❖.❖❖.❖❖❖.❖.❖❖❖❖❖❖❖❖❖. ••••••••❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•. ...❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖. !i!w!I lwlwlw/w/wteVitwlwti/itw!i etatatwWatAtitok. *AO . 0•!••••4 Ablitw!i�i!i!i�i. DRAWING TITLE: EMERGENCY OVERFLOW SCUPPER PAGE: R 1.07 REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS LATITE ROOFING & SHEET METAL COMPANY? 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com '14310"10101 AN,10,40"ATMIWAIIMONSWOr MIN 170 GRAM SMOOTH FINISH MODIFIED BITUMEN MEMBRANE "TARGET" SHEET UNDER CAP SHEET CAP SHEET CONTINUOUS STRAINER CLAMPING RING BASE SHEET OR MODIFIED BITUMEN SHEET IF REQUIRED LEAD FLASHING NOTES: 1. MINIMUM 30" SQUARE, 2 -1/2 -LB. TO 4 -LB. LEAD FLASHING, SET ON FINISHED PLIES AND PRIME TOP SURFACE BEFORE STRIPPING. 2. MEMBRANE PLIES, METAL FLASHING AND FLASH -IN PLIES EXTEND UNDER CLAMPING RING. 3. LEAD FURNISHED BY PLUMBER, INSTALLED & FLASHED BY LATITE. 4. STATIC EXTENSION INSTALLED, SEALED, AND WARRANTIED BY PLUMBER. DRAWING TITLE: DRAIN FLASHING PAGE: R 1.08 REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS :�� LATITE ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com NOTES: WOOD NAILER -NOMINAL 2" X 4" METAL FRAME INSULATION FLASHING RECEIVER 24 GA GALV COUNTERFLASHING FASTENED @ 8' CENTERS 1" X 1/8" ALUM TERM BAR WITH FASTENERS @ 6" CENTERS MODIFIED BITUMEN FLASHING STRIP SMALL DECK FLANGE TYPE APPLIANCES SUCH AS LINE SET JACKS & GOOSENECKS MUST HAVE PT NAILERS INSTALLED BY OTHERS TO LIFT FLANGE TO HEIGHT OF FINISHED PLIES. DUCTS THRU ROOF MUST HAVE CURBS BY OTHERS WITH INTEGRAL COUNTERFLASHINGS AND NAILERS AT LEAST 8" ABOVE FINISHED PLIES. SEE HEIGHT AND CLEARANCE REQUIREMENTS. DRAWING TITLE: EQUIPMENT CURB FLASHING PAGE: R 1.09 REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWERS INITIALS yes';.';, LATITE ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com NOTE: ROLL LEAD FLASHING 1/2" DOWN INTO PIPE PLUMBING VENT STACK MIN 170 GRAM SMOOTH FINISH MODIFIED BITUMEN MEMBRANE "TARGET" SHEET UNDER CAP SHEET SHEET LEAD MINIMUM OF 2-1/2 POUNDS PER SQUARE FOOT FURNISHED AND INSTALLED BY PLUMBER, FLASHED BY LATITE. i i DRAWING TITLE: SANITARY STACK FLASHING PAGE: R 1.10 REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWERS INITIALS ALL FIELD PLIES UNDER FLANGE BASE SHEET OR MODIFIED BITUMEN SHEET IF REQUIRED SET LEAD FLANGE IN MASTIC OR ASPHALT -PRIME FLANGE BEFORE STRIPPING LATITE ROOFING & SHEET METAL COMPANY 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com LINE JACK & PACKING BY OTHERS LINES BY OTHERS 6" • - 4"-`"1 8" MIN ................ .4 SESSEESSEESSESSE,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, --.0111111111 22 GA MILL FIN GALVANIZED LINE SET JACK W/ FULLY SOLDERED 4” WIDE CONT FLANGE NAILERS FLUSH WITH FINISH PLIES MOD BIT STRIPPING PLY MOPPED TO 6" PAST FLANGE FINISHED PLIES TO UNDER FLANGE -. .... o.....a.o.a......00.•a.o.a..o .........v ..................o..o. SSSSSSSSESSSCSSSSSSSSSSSSSSSESSSFISEESSSEESSSSSSSSSSSSSSSESSS NOTE: NAILERS MUST BE FLUSH W/ FINISHED ROOFING. DRAWING TITLE: LINE SET JACK PAGE: 81.11 REF ON PLANS: AS REQUIRED SCALE: NTS REVIEWER'S LATITE INITIALS NOTES: LATITE ROOFING & SHEET METAL COMPANY, 2280 WEST COPANS ROAD, POMPANO BEACH, FL 33069 PHONE: 954-772-3446 TECH e-mail: jim@latite.com FAX: 954-938-9158 TECH e-mail: cscott@latite.com Mi MSH UNISTRUT WITH HEMMED SIDES IS NOT PERMITTED THROUGH ROOF AND WILL NOT BE COVERED BY THE TERMS OF THE WARRANTY IF USED. PENETRATIONS THRU CURBS & CANTS ARE NOT PERMITTED AND WILL NOT BE COVERED BY THE TERMS OF THE WARRANTY IF USED. 44* DRAWING TITLE: FLASHING CLEARANCE REQUIREMENTS PAGE: R 1.12 REF ON PLANS: AS REQUIRED SCALE: NTS LATITE REVIEWER'S INITIALS FIBER CANT STRIP SET IN ASPHALT MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07-1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIDADE COUNTY APPROVED' NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS/APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide Test Specification ASTM D41 ASTM D1863 ASTM D1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Perforated Nailable RUBEROID® SBS Heat-WeIdTM Smooth RUBEROID® SBS Heat-WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat-WeIdTM 170 FR RUBEROID® SBS Heat-WeIdTM PLUS RUBEROID® SBS Heat-WeIdTM PLUS FR RUBEROID® EnergyCap SBS Heat-WeIdTM PLUS FR RUBEROID® Modified Base Sheet RUBEROID® SBS Heat-WeIdTM 25 MIAMI•DADE COUNTY Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide 107 sq. ft. (9.9 m2) 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) Wide 1 meter (39.37") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type 02 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer -modified asphalt and smooth surfaced. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product Dimensions RUBEROID® Mop Granule 39.37" (1 meter) Wide RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID® 30 FR RUBEROID® EnergyCap SBS 30 FR • RUBEROID® ULTRACLAD®SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 100 Ib. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One-way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEGS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non -Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTM MatrixTM 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non-Fibered Aluminum Roof Leak BusterTM Matrix"' 602 MB Xtra Elastomeric Roofing Membrane TOPCOATQ° MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I 5 gallons ASTM D412 ASTM B117 ASTM C794 ASTM G21 FTMS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 5, 55 gallons Non-fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water-based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill-TecTM CR Base Sheet Fastener and Plate 4. Drill-TecTM Galvalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drill-TecTM AccuTrac Plate 4 {MIAMN)ADE COUNTY APPROVED Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre -assembled Drill-TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight-Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 '''A" GAF Materials Corp. 3" and 3 '/2" GAF Materials Corp. 3" Square OMG NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page7of 31 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/ft2 N/A (Table 3) EnergyGuardTM Polylso, RA, RN, EnergyGuardTM Composite RA, Minimum 1" thick N/A Wood Fiber, Structodek®, Structodek® TD, EnergyGuardTM Recover Board N/A N/A N/A N/A EnergyGuardTM Perlite Minimum %" thick Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. TM Fire Barrier Coating, VersaShield® Non -Asphaltic Fiberglass -Based (optional) Underlayment or Securoc Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat-WekdTM Smooth or RUBEROID® SBS Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 9 of 31 GAFGLAS® Flex P1yTM AFGLAS®#75 Base Sh • r any of above Anchor sheets attached to deck with approveannu ar nng shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) Base Sheet: Ply Sheet: Membrane: GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS Flex PIyTM 6, GAFGLAS® UBEROID® Modified Base BEROID® SBS Heat - 5 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq (see General Limitation #4). STRATAVENT® EliminatorTM P Sheet, RUBEROID® MOP Smoo WeIdTM Smooth or RUBEROID® S p . _ or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 sheet, GAFGLAS" #: 1, - ■ : ' • IP® MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied wi = - an .e and at a rate of 20-40 lbs./sq. One or more plies of RUBEROID® 20, RUBEROID® 30, RUBEROID® EnergyCap SBS 30 FR, RUBEROID® 30 FR RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® MOP PLUS, RUBEROID® MOP FR, RUBEROID® ULTRACLAD® SBS, or RUBEROID® Dual FR fully adhered in an approved asphalt at an application rate of 25 lbisq. ± 15%. MIAMI RADE COUNT -' " APPROVED'fes' NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 10 of 31 Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak TM ' ess Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, heetadher-. • • • • FGLAS® Energy Cap Mineral ng of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 11 of 31 WOOD DECK SYSTEM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex Ply m 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '''A" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31