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RF-10-730Inspection Number: INSP - 141829 Scheduled Inspection Date: September 07, 2010 Inspector: Bruhn, Norman Owner: COOK, BARBARA Job Address: 9801 NE 13 Avenue Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments September 03, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -4 -10 -730 Permit Type: Roof Inspection Type: Final Roof Work Classification: Fiat Phone Number Parcel Number 1132050090510 Phone: 305 - 751 -0382 Passed lb Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 35 RE: Permit# - i0 - 3 License #: 0000 I - 71 g9 On or about —I 0 (Date & time) secondary water barrier work at Signature State of Florida County of Dade: W sae e4 Deftentarear 10050 NE 2" Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT e_CM' 5 Pt 0 C , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or c o N. E. /3 11- JCn-L-e_ . DATE: S ,24-1 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this ;?1-1 day f M 2 f 0 NOTARY PLBLIC -STATE OF FLORIDA Marylou Hernandez Notary Public, Sate of Florida at Large �� is = Commission #DD93004 ,, .-' Expires: OCT. 10, 2013 BONDED Tan ATLANTIC BONDING CO., INC. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: F. . 4. F FLORIDA INTERNATIONAL. ENGINEERING '& TESTING LAB IMICAIT*INNOVATICIMPINIEGRATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N 2 1966 / iO/ 'M L /M /(5Yt 43,1 Owner's Name .134-x13,4A4 eo g 1)R t t Fly Permit # rr 1 / »/ ® 32. Install Date: S gem 'Far' 141-/.6 Approx. Height 1 Floor: Scaffolds: Ladder: Slope: 3 ° 1Z Test date: 19'73/ kt ti0 Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X,Shimpo Instrument Respectfully Submitted By: Vai --- Vmayagar M. Balakrisbnan V, .E. State of Florida Lic # 63107 TEST RESULTS P= PASS,F =FAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 P*� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 61 62 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 P 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. / •- 4 . Job Address: Contractor: Other: Sketch of Roof go-A-L.4 r 2 Fi vu 4 60_J 11 ■1111!■■■■ ■■■■11111111111111 ■111111 ■111111•11 ■11■ 1111■■ ■■►11^ ■■liliNIM■ ■iii INR2 x iii =iit i iiI11 ■ ■■ ■ 1111■1 1111a`/■ ■[1111 ■■ ■i1 ■ ■M %! '1111■■ ■it■■ ■1111■■■ 1111 ■ ■I ■► ■ ■■ \1111 ■ ■ ■ ■ ■� "1 ■ ►.% 7 ■ ■11 ■ ■ ■ ■ ■ ■ ■■ ■1111■■■ ■ ■1111 ■ ■ ■ ■ ■■ ■' 11MAIRE%■ia111•. 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X1111 ■■ 1111 ■ ■I' ■I111111111111111111ii11 ■ ■ ■ ■ ■Ii ■'111 11 \ \iwll■■■ 11 ■1111 ■ ■■■■ ■■11■11111111■■■M■N11■ /%■ IPAI 11 ■ ■■ ■ ■11■ ■ ■ ■ •■■ ■ ■■iia ■■ ■1111 ■i ■■■7■ri■■\ °!111■■ ■ ■11 ■■ 1111■ 1111 ■■ 111111111111 ■1111111111'l1111f ►11fE11r111i ■■ ■f11■ ■■■ ■ ■■i ■ ■ ■ ■ ■ ■ ■■■■ ■1111' ■�ltif�11ii11 \rr ■11 ■■ ■ iii■■■■ ■ ■■■■■ ■■■■iii■ii■■ h ■' /i ■■r F11\■M11 ■■ ■ ■1■■■■■i■■ii■i■■i■■■11■■iME%rIi ■111111■ -? "%11■■ ■ ■� ■■ ■1111 ■ ■ ■ ■■ ■111111 ■11111111 ■ii ►�i��!!1 ■■ iii•■■■ ■■11■■ 111111■ ■■ ■1111 ■ ■■ ■6111111■ ■iu ■ ■ ■iu ■■ 1111■ 1111■■■ ■ ■i111111111111iii111111i11111111 ■iii1.111 ■111111■■ ■ ■ ■C - t-- i-- - -fl/.� - iii.--- l ® - - - -.. 1� �� . .1 1- --- -ft - -- - - --- -f - l - -- -M .__-- MELW Notes NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3205 - 009 -0510 STATE OF FLORIDA COUNTY OF MIAMI -DADE: 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 1. Legal description of property and street/address: 9801 N . E . 13th Avenue Miami Shores, F1 33138 2. Description of improvement Reroof to a new Mineral Cap sheet ro+bf 3. Owner(s) name and address: Barbara _J. Cook . Interest in property: Owner Name and address of fee simpie.titleholder: N/A 9801 N.E. 13th Avenue Miami Shores, F1 33138 4. Contractor's name and address: Quality Roofinot Contractor, Inc. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A Signature of Owner Print Owner's Na Notary Public Print Notary's Name My commission expires: 113 _ 01 -39 9104 PAGES Sworn to and subscribed before me this NOTAFY vrrAI.IC TATE OF FLORID Marylou Remand ' - commissiou # DD93 6 "`' Expires: OCT.10 2013 BONDED TB= ATLANTIC BONDn1G Ca, INC. 11 EE111111111111111111111 CFN 2010R0287837 OR Bk 27267 Ps 23191 t1P9r RECORDED 04/29/2010 15 :02:00 HARVEY RUVIit, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 13800 N.W. 1st Avenue Miami, F1 33168 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7i3.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat@is specified) Prepared by Marylou Hernandez 20)(). Quality Roofing Contractor Address 3800 N.W. 1st Avenue Miami, F1 33168 (305)953 -3333 S/(1i • 1 BUILDING Permit No. RCI. 13° PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Ra rha To J . Cook Phone # (309 ) 8 9 9 - 3 0 2 0 Owner's Address 9801 N . E . ° 13 Avenue City Miami Shores Tenant/Lessee Name Email State F1 Job Address (where the work is being done) 9801 N . E . 13th Avenue City Miami Shores Villa a County FOLIO / PARCEL # 11- 3205 - 009 -0510 Is Building Historically Designated YES Contractor's Address 13800 N . W . ' 1st Avenue City Miami Qualifier Name Carlos Arocho 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 Miami -Dade Zip 3138 Phone # NO X Zip 331 38 Contractor's CompanyNameQuality Roofing Contractor Phone # (305) 953 -3333 State F 1 Zip 33168 Phone# (786) 367 -2029 State Certificate or Registration No. RC 0 0 58627 Certificate of Competency No. 0 0 0 017889 Contact Phone (305) 953 -3333 E -mail qualitvroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6 , 9 0 0.0 0 Square / Linear Footage Of Work: 40 0 s q f t . Type of Work: ['Addition ['Alteration DNew ® Repair/Replace 0 Demolition Describe Work: Reroof center flat roof with 1/2" insulation and flat mineral cap sheet roof. ******** * * * * *** * * * * * * * * * * * *,* * * * * * * * *** F * * * * * * * * * * * * * * * * * * * * * *** * * * * * ** �, ( Submittal Fee $ sP • QD Permit Fee $ CCF $ 4 CO /CC $ Ait - AP Notary $ Training/Education Fee $ 1 Technology Fee $ 5r0.0 Scanning $Q. Double Fee $ BY el>" Flood Zone Radon $ DPBR $ Bond $ Violation date: n J� (� Structural Review. $ Total Fee Now Due $ ,Rao J •O�� See Reverse side -› 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturs C- 4 4 4_ 04.4. Owner oij gent The foregoing instrument was acknowledged before me this day of A k , 20 )0 , by �G rbc• sue. 3 . ('oo who is person own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: LI =STATE OF FLORIDA My Commission Expires: "" Marylou Hernandez Tres: ; Commission #DD930046 %,,,,,,,,, Expires: OCT. 10, 2013 BONDED Tan! ATLANTIC BONDING CO., INC.' � ***k 9eaYdr,koYdr�lnYdr4 Yoe*** Y�c9e3r�Y n ? dr�Y�Y�rderk3a3t9e9rac9e3r3e3e4e�1r4e�k: ***k *k �e�F3e�Yde�iroF�Y�e9e4eia�Y3edt�YAr�Y�Y3c* &*** k9t9t3c3 :9t9t9t4e *,k�Y,Y�ir***kaY�S * APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) ''''' M. u Hernandez .,; Commission #DD930046 %,,,,,,,,' Expires: OCT. 10, 2013 BONDED THRU ATLANTIC BONDING CO., INC. Plans Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before me thispn day of , 20 j 0 , by 162., Prroc k o , d who is personaljknown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Zoning Clerk checked • • Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 9801 N . E . 13th Avenue gi Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile❑ Mortar/Adhesive ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 LEi i 3 DEPT 1 , a_o(r___:c) 'EDT CO t;1F'i.!ANCE WITH ALL FEDERAL ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof I$ Re- Roofing 0 Recovering ❑ Repair ❑ Maintenance L IL,PJ 1Y SRI 'LES AND REGULATIONS ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 400sqft. N/A 400sqft. 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. 1111111111111■ ■11 ■111t<nn11 ■1 ■•111■11(11(■ ■■11.11 ■ ■ ■11 ■ ■1111 ■ ■■ ■ ■ ■ ■ ■ ■ ■■ 1111■ ■ ■■ ■ ■■■■ ■ ■ ■ ■■■■■■■■■■■■ ■1111 ■■ ■1111■ ■ ■ ■■ 1111■ ■■11■E■■■■■■E■ ■1111■■ ■MINE■■■■■■■■ ■■III■■M■ ■■■ ■E■ 1111 ■■ ■■■E■■■■ ■11 ■ ■ ■ ■E ■ ■■ ■ ■■■■ ■IEEE ■■EN ■■ ■�■ ■ ■ ■■■■ ■ ■■■ ■■■■■■ ■■■ ■ ■■ 1111 ■ ■ ■■E ■ ■ ■ ■ ■ ■EEEN11■ ■EE■ ■ ■■ ■■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■ ■■ ■■■■■■■■ ■■IME ■■MINU■ ■■ ■■■ ■ 111■ ■ ■ ■ ■ ■11■ ■ ■ ■ ■ ■■■ ■MMMMM■■■ ■MILL !►Liimingsviii ■ ■ ■ ■■■ ■■ ■ It■■■■■■■■■■■■■■ t�!! 1! �!! 1■ llli9 ■r!!1 ■ ■ ■tV��iIS�M ■>• ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■11'1 ■ ■11lirs ■ ■Ils ■!'. ■111 ■ ■I:'llll ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■t1■■■■ ■ ■ ■ ■■■ ■ ■ ■ ■Bii ■■■■■1 IMMII ■I ■EZI11 ■ ■■■ ■1111■ ■ ■ ■■ ■■ ■ ■'■ ■■■ ■■ ■ ■ ■ ■■E ■ ■ :■9MIlCi a111■MINI ■ ■ ■■ ■• ■ ■ ■■■ ■■ ■ ■ ■■■■ ■■■ ■■■■ ■ ■ ■ i ■1111 ■ ■ •••••••1111 +1.111■ •■■■ ■l•■■ ■ ■ ■■■ ■■■■■■■■■■■■■■ ■ ■ ■M ■■■ ■ ■■■ ■ ■■■!11LIUU ■ ■ ■ ■■ ■■ ■■ ■1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11i ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■11111 •■■■ ■■ ■■■■■■■■■■ ■■ I■■■■ N•••u•■■■ ti' u■ ■ ■■ ■■ ■■■■ISII11i ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■■ 11111■■■ 11 ■ ■ ■ ■ ■ ■11'�I11iiN ■ ■ ■NE ■ ■ ■ ■Ef11111i ■111111111 ■ ■ ■ ■ ■ ■ ■ ■■ ■■ 111■■ ■ ■ ■ ■■■■■ ■■11i11ii ■ ■■ ■■11116E MWM4NwaII■aN■■■■■■■ ■■ ■ ■i� ■■ ■ ■ ■ ■ ■ ■ ■■ ■EE' 11111■■■■ ■ ■�I■�N��1ode�r■ ■ ■ ■ ■N ■ ■■N■ ■■I ■ ■■11■■■ ■ ■■■■■ ic=arf iigr; ■ 14=1:1dit■if■■■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■iii.��ii ®i ■1111 ■1110111 ■Yii11iifi ■11 ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■ ■■ ■■■N■■■■lEeVIIN ■NE411>1EN ■ ■■ ■ ■■ ■1111■1111 ■■■ N■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ N ■ ■ �6#E11E111! ■rIC1� ■!i ■111 ■11 ■ ■ ■ ■ ■N■ ■■ ■■ ■■■ ■■ ■■■■■■■■■ ■ ■ ■■ ■leritiiall iFillIAii:ra■ ITIM11■■■■■■■ ... 6 • •\• • ;, ter • do . L. . . . • .. • •. • •. • APR 2LL J Ivies ViTh ge BY • DAIS Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: CertainTeed Corp. Product Approval No.: 08 - 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - 49 . 2 Pmax2: – 82.6 Pmax3: – 124.3 Max. Design Pressure, from the'specific Product Approval system: – 52 - S Deck: Type: wood Gauge/Thickness: 1 X 6 Slope: h 5 Anchor /Base Sheet & No. of Ply(s): ( 1 ) GlasBase Anchor/Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Insulation Base Layer: (1) i Fiberboard Base Insulation Size and Thickness: 1/2" Base Insulation Fastener /Bonding Material: Type 111 Mopping asphalt Top Insulation Layer: N /A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener /Bonding Material: N /A PIy Sheet(s) & No. of Ply(s): (2) plies of flintglas Sheet Fastener /Bonding Material: Types 1 1 mopping asphalt Top PIy: ( Mineral Surface Cap sheet: Top Pty Fastener /Bonding Material: Type 111 mopping asphalt FLORIDA BUILDING CODE — BUILDING •• • • • • • ' • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: N /A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 8 " oc @ Lap, # Rows 3 @ 8 " oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 „ oc Comer. 6 " oc @ Lap, # Rows 4 @ " oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Corner N/A 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 fv a 6 \ °- (.0 ' ••• • • • • • •• • ... • • •• • •• ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • ..• • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • . • • • Parapet Mean Roof Height er .4 M(�t)ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: CertainTeed Conventional Built-Up- -Roof Systems Over 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 b ovic ;o�the 1 tltd manufacturer or its distributors and shall be available for inspection at the'job Site D1114 r q o'the Building Official. This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqu 21. The submitted documentation was reviewed by Jcpgg Is:Aceb ®r ••• • • • • • • • • • • • • • . . • •• • • ••• • • 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 • • • .. • • ••. • • • • • •.• • • • • • • • • • • • • •• •• • ••• • • •" • • NOA No.: 08- 0227.07 'Tzpiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Category Roofing Sub- Category: Built-Up Roofing Material: Fiberglass Deck Tyne: Wood Maximum Design Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV or VI Flex- I-Glas or Flex I -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet Di mensions 36" x72; Roll weight 86 lbs. ( squares) 36" X 36; Roll Weight 78 lbs. ( square) 36" x 180'; Roll weight 40/55 lbs. ( squares) 36" x 108'; Roll weight 90 lbs. (3 squares) 36" x 108'; Roll weight 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36" x 36; Roll weight: 90 lbs. Test Specification ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 ASTM D 3909 ASTM D 2178 Type IV or VI UL Type 01 ASTM D 5147 ASTM D 4601 UL Type G2 •• •.• • • • • • • • • . • ••• • • • • • • • • • • • • • • • • ••• • • Product Description Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Fiberglass, asphalt impregnated ply sheet. SBS Modified, fiberglass reinforced base sheet. Asphalt coated, fiberglass base sheet. ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. • • • ••• • • • ••• • • • • • • • • • • •. • • •• • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 08-0227.07 • • •• • • • • • • • • kpiration Date: 06/19/13 Approval Date: 05/1S/08 Page 2 of 21 • • • • • • •• • APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -1, ENRGY -2, Plus, UltraGard Gold, PSI -25 • FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. - Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for viand' .. • . and steel •• ••• •• • Galvalume stress plate. • •.. •. • •. • • • • • • •. • • . • • • .. ••• • • • Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. 2 1 4» x 3 'A" Construction Fasteners, Inc. 3" x 3 ' /a" Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. •.•• 3" round ITW Buildex Corp. ••• 'sq • • • •. • �. • • •• �. • • ••: : : NOA • No.: 08-0227.01 • • • • • Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 3 of 21 • • ...•••• • • . • • • • • • • .•. • • • • • . • • • • • • • •.... • • • .. • • • • • .•. • • Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. APPROVED FASTENERS: Fastener Number 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate 11. 12. 13. 14. Product Name TABLE 3 Product Description Dimensions Polypropylene round plate 3.2" Insulation fastener for wood and steel. Pre- assembled Insulation fastener and plate Galvalume AZ55 steel plate UltraFast Plastic Plate High Density Polyolefin round plate Olympic Fastener #12 & Insulation fastener #14 Olympic Standard Galvalume AZ50 steel plate Insul -Fixx Fastener 15. Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tau -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Exterior Research & Design, Inc. Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Fastening Requirements FMRC 4470 TAS 114 TAS 117 •. .... • • • . • • • • .. ••• ••• • • • • • • • • • • • • • • •• • •• ... • • 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Report Date FMRC 1996 01/01/96 J.L #3Y8A1.AM 03/23/96 3513.08.02 08/15/02 3515.07.03 07/22/03 • • • .. • • • .••• • •• • .•... • . •. • • • •. • •• • .... • • • • • • • • • NOA No.: 08-0227.07 • • Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 4 of 21 •. • • • . • • • ... • • • • • • • • • • • • .• •. • ••• • • Manufacturer (With Current NOA) ITW Buildex Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. F Deck Type II: Wood, Insulated Deck Description: 14 /32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft ENRGY 2, ENRGY 3, Multi-Max FA, AC Foam II, FlintBoard ISO Minimum 1.5" thick N/A N/A Fiberglas Minimum 15/16" thick N/A N/A Perlite, Faroe Minimum 3/4" thick N/A • N/A High Density Wood Fiberboard Minimum W' thick N/A N/A Dens -Deck Minimum %" thick N/A N/A 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 f1 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. Anchor Sheet: GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Base Sheet (Optional) Install one ply of All Weather/Empire, Flex I -Glas, Flex I-Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20- 40lbs.sq. Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbsJsq. •• ••• • • • • • •• Cap Sheet: (Optional) One ply of Fl ntglig Migeiat4rf?4 oa$slfeet adhered in a full mopping of approved asphalt at hnaftli't o12.1-40 lbs. /sq. • ••• .. • • • • • • • .• • • •' • • • • • • • NOA No.: 08- 0227.07 • • • • • • • • • • • : F piration Date: 06/19/13 Approval Date: 05/15/08 Page 7 of 21 ... • • • • .• • • • • • • • • 0 • • • • ••• •. • • • • • • • • • • • .. . • • • • .. .• 0 .. • • • 0 .. • • Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galisq. or Monoform compound; surfaced with 1 gal /sq. Sta -Kool non -8bered aluminum coating or Fbered APOC No. 212, Maximum Design Pressure: -52.5 psf (See General Limitation #7) • . . . • • • • . • • • • • • • • .• ••• •• • • • • • • • • . . ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ' • • • • • • •NOA No.: 08- 0227.07 • • Expiration Date: 06/19/13 Approval Date: 05/15/08 ••• • • • • ••• • • Page 8of 21 • • • • • • • • • • • ... • • • • • • • • • • • • • • •. • •• • • • •. .• .•• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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- 40lbssq., 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 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. 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 Professional Engineer, Registered 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 Roofmg 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 Professiohal 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 Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. 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 comers). (When this limitation is specifically referred valid tIlis 9 slmitation #7 will not be applicable.) ▪ • • • • • • ••• • END OF THIS A` Citt to • • • • ••• •• ••• • • • • • • s • • • • • • • • • • • • • • • • NOA No.: 08- 0227.07 • • • • • • • • • • • • • • • • • ▪ • • • • • • • • • • €aspiration Date: 06/19/13 Approval Date: 05/15/08 Page 21 of 21 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • • • •• • •• ••• • • • ••• • • Toth or ya- piy cry rith my p1y ory , ith lay otal nth dith ply ony )0', or 'EE JR 332 ;RS iS 'RS 1/4 p1y xy. ,ay atal to ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued CENTRIA 1005 BEAVER GRADE RD, MOON TOWNSHIP PA 15108 OTHER SYSTEMS Class A Building units used in this system are composed of foam core covered on both sides with a 26 ga a minimum coated galvanized steel skin, designated VERSA. PANEL VP1.75, VP2.25, VP2.50, VP 00 or INTEGRITY R400, R250, R225or175. 1. Deck: — . Incline No limitation Installation: Mechanically fastened to metal rafters. Class B Building units used in this system are composed of foam core covered on both sides with a 26 gauge minimum coated galvanized steel skin, designated VERSAPANEL VP1.25, VP1.75, VP225, VP2.50, VP4.00 or INTEGRITY 8400, R250, R225, 175 or 125. No limitation Incline 1. Decic — Installation: Mechanically fastened to metal rafters. CEPSAINTEED CORP R11656 75011 SWEDESFORD RD PO BOX 860, VALLEY FORGE PA 19482 Mineral Wool Felt, is a suitable alternate for perforated 15 asphalt felt in the Class A, B or C roof indica ow. G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are .suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex- I -Glas, Premium Flex I-Glas or Flex I-Glas FR Base Sheet is a suitable alternate for the G2 glass base and the Type 15 All-Weather/Empire base sheet. Unless otherwise indicated, base sheets are mechanicallyy fastened or spot --° i in place; ply and cap sheets are hot m plane. Diamond base sheet is limited to nonule decks and combus- tible decks g insulation. Two plies G1 may be utilized in place of one ply G2. EPS insulation followed by 1/2 in. cover.board maybe utilized in any of the ROOFING MATERIALS AND SYSTEMS DIRECTORY The "YOSE I E" maybe used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain "Flintlastic STA" "Plintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all location Classifications. to Type G2 base sheets includes "Channel -Vent GB". "FlintBoard Iso , "FlintBoard Iso Cold', "FlintBoard Iso-T" or "F iritBoard Iso Plus", may be used wherever pot ' anurate insulation is specified. ASPHALT FELT SYSTEMS HOT ROOFING ASPHALT Class A 1. Deck: NC Incline 3 Base Sheet Type G2 Glasbase. Ply Sheet Type G1 Flintglas or Type G2 Glasbase. Surfacing: Gravel or slag. 2. Deck: C- 15/16• Incline 1/2 *All joints blocked. Base Sheet Two layers Type G2 " Glasbase" base sheet or Type G-1 "Flintglas Ply Sheet". Surfacing: Type G3 " Flintglas Mineral Surfaced ". 3. Deck: NC Jnrline: 3 Base Sheet Two layers Type 15 All Weather/Empire. Surfacing Gravel or slag. 4. Dedc NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet Two to five plies Type 15 asphalt organic or Type G2 asphalt hot Surfacing Gravel. • • • •. 5. Dedc C 15/32 Incline 3 • Insulation: Polyisocyanurate 1 in. min., mechanically fastened erhot•: •• •• Base Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt S GraveL • • • • 6. Decic C -15/32 Incline 3 • • • Vapor Retarder (Optional): Type G2 " Glasbase" or UL Clas: fit d vaor • retarder. • • Insulation (Optional): One or more layers or combination of the following. Polyisocyanurate, perlite, ghee fiber or wood fiber, any thickness. ••• • • Base Sheet Type G2 " Glasbase" base sheet • • • : • : LOOK FO13 •N odw8T ROOF COVERING MATERIALS (TEV ) Roofing Systems (TGFU)— Continued Ply Sheets: Two to three layers of Type G1 " Flintglas" ply sheet or T G-2 " Glasbase" base sheet. Surfacing: Gravel or slag. 7. Decic C-15/32 Incline: 3 Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified va retarder. Insulation (Optional): One or more layers or combination of following: Polyisocyanurate, perlite, glass fiber or wood fiber, thickness. Membrane Three or four layers of Type G1 " Flintglas" ply sheet. Surfw4ng: Gravel or slag. 8. Dedc C -15/32 Incline Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vi retarder. Insulation (Optional): One or more layers or combination of following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet One layer Type G2 " Glasbase" base sheet. Ply Sheets: Two layers Type G1 " Flintglas" ply sheet. Cap Sheet One layer Type G3 "Fling'. Incline: sheet. 9• Insulation (Optional): One or more layers or combination of following: Johns Manville "ENRGY 2", polyisocyanurate, perlite, fiber or wood fiber, any thickness. Base Sheet Two layers Type G2 "Glasbase" base sheet or Type " Flintglas Ply Sheet". Surfacing: Type G3 " Flintglas Mineral Surfaced ". 10. Decic C- 15/16• Incline: 1/2 *All joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in wood fiber, 1 in min, perlite, 3/4 in. min, glass fiber, 15/16 in. inn Base Sheet Two layers Type G2 " Glasbase" base sheet or Typ " Flintglas Ply Sheet". Surfacing: Type G3 " Flintglas Mineral Surfaced ". 11. Deck C -15/32 Incline 3 Iit,sulation (Optional): Any thickness, one or more layers or corn titans (optional of "Hy Therm AP", "Hy -Therm TAPERED", "Hy - -T: COMPOSITE ", "Celo-Therm" "HY-Tec (Energy- LOk) ", "TRI5 wood fiber or glass fiber, mechanically fastened or hot mopped Base Sheet Type 15 asphalt organic felt, or "(Iaacbage Base Sf nailed or hot mopped. Ply Sheets: Mm three plies Type 15 perforated asphalt organic "Flintglas VI Premium Ply Sheet", "Flintglas Type IV Ply hot mopped. SI Surfacing: Gravel or slag. 12. Decic NC Incline 2 Insulation (Optional): Any thickness, one or more layers or cam bons (optional) of "Hy Therm AP", "Hy -Therm TAPERED", "Hy -T COMPOSITE " "Celo-Therm ", "HY Tec (Energy- LOK) ", wood fib gglass fiber, mechanically fastened or hot mopped. Base Sheet Type G2 "Glassbase Base Sheet", Type G1 " Flintglas VI Premium Ply Sheet" or " Flintglas Type W Ply Sheet". Ply Sheet Min one ply Type Gi, " Flintglas Type VI Premim Sheet" or " Flintglas Type N Ply Sheet ", hot mopped. Surfacing Type G3 cap sheet, " Flintglas Mineral Surfaced Cap Sl hot mopped. Class B 1. Dedc C-15/32 Incline 1/2 Base Sheet Two layers Type 15 "All Weather /Empire ". Surfacing: Type G3 " Flintglas Mineral Surfaced ". 2. Decic C -15/32 Jrclin' 3/4 • • Vapor l et$rder Type G2 "Glasbase" or UL Classified • • : Itstpattinl ( Optional): One or more layers or combination c • • ib �i o te, perlite, glass fiber or wood fiber. Base Sheet layer Type G2 " Glasbase" base sheet. Ply Sheets: One layer Type G1 " Flintglas" ply sheet. Sheet One layer Type G3 "Flintglas" cap sheet. 3! • - NC : • • • Incline 1 • • :� Isocyanurate, wood fber, glass fiber, 2 in. • Buse Sheet • On8 or more plies Type G2, hot mopped or mechan fastened • • Ply Sheet One or more plies Type Gl, "Ply IV" or "Ply VI' • • . ar mec'ta nically fastened. 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 contractor. The owner's initial in the designated space indicates that the item has been explained. 1. l in Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of provid g that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. I Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renail in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units ti.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cau water to pond (accumulate) in low -lying 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 and performance of the new roofing system. Pounding conditions may not be evident until the original roofing 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 ov- rl • aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures shoLLI4 hhy2 &me ability to vent natural airflow through the interi r of the structure assembly (the building its4if). ThepxgAtotintbfatltc ventilation shall not be reduced. It may be beneficial to consider additional wentr%g *hit resplt in extending the service life of the .. .•• •• • • • •• roof. �a! I� •.• •• • Revised on 7/9/2009 LD • • Owner /Agents Sig ture Date ; ; Cojitracto1Sigpatu • • • Date • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •