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425 NE 93 St (8)Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contactor New Building To be constructed of Disapproved (Signed) ...... MIAMI SHORES VILLAGE uilding Inspccto BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 - 51,.$"" - ._r' — No.. 4 a s _.. Street.23 .0 5 State work to be done andzose of builds g (by floors )... 4r-c%e and for no other purpose. Remodeling Addition Repairs No. of Stories Kind of foundation . Roof Covering Estimated Total cost of improvements $...z U :YLI Amount of :Permit & •...OD Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such Wit notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on ork to be perform e• under this pennit, as are licensed by Miami Shores Village. Remarks._._ (Signed) 1, /1 /g STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that Ile has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / 7 — Permit No.._ ._ � _.�._. r .... Date ..-d ° ^ .f. .. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD _.._......DATE Chairman Mfcrnbcr :Member ...... __.__._..._.. Council Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and/or workmanship. Member ....... Member .. Member . Date Disapproved 2- S or changes to this application nfter approval F ps Div/ 1 to me well known, Date has hecn obtained from when such re- inspection is macle necessary by improper notice for inspection or faulty New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved / Q � /� »...__..._... Dat (Signed) L-t) �- MIAMI SHORES VIILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Building Inspc /11A-?n a Owner's Name and Address Registered Architect and /or En' Name and address of licensed contr11ctd Locatio nd legal description of lot to be built on: Lot `� / / 1 r Block 4 7 Subdivision / .... Street and Number where work is to be done '2. 1L' .._�� State work be done and urpose of building (by floors) � 1 -F Addition Date.. 2F 19 — No...._........_...... Street— Y2 Notary Public, State of Florida and for no other purpose. Repairs No. of Stories Roof Covering C10 Amount of Permit S. Zone cubage required _.._._.._....Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insp- 'e on the site of the ork such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subco• :ice rs,,on work tb .( performed under this permit, as are licensed by Miami Shores Village. Remarks..._ (Signe. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated f a r e true. °-7^� Permit No. -_...! l 4 - Date.__. ._ - -_f. Read, Sworn to and Subscribed before me. My Commission Expires to me well known, ANNING BOARD DATE Chairman Member _ ....... _._...... _..._ Niel-fiber Member .._....._ Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MI MI SHORES VILLAGE, FLORIDA BUILDING ❑ DATE ;a. 'i" ' ^ _ 195 ELECTRICAL PLUMBING ROOFING ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder "'4+ Legal Lot Description Address of Building RMIT N? 14232 Value of Amt. of Oa Project / � Permit $ i ... This permit is granted to the contractor for builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans. drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in con lianc with such ordinances or if the plans are changed without authorization. A further condition tin which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the or and regulations pertaining to the work covered hereby Whether shown on the plans or drawings or in the statements or specifications and that he assumes reaponsbi7ity for work done by his agents, servants or employees. Bl. OvIk BY INSPECTOR In consideration pertaining thereto andin strict issuance tcon ormity witl the plans, drawings, statements the cif ca onse hereunder opercauthorities oordinances Miami Shores es V e Village. In acceppllg this permit I assume responsibility' for all work done by ,either, myself, m agent, servant or employee. k y CONTRA R OR BUILDER BY AUTHORITY 1 Subdi- vision Contractor's License No MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect andior Engineer &C.) r � Name and address of licensed contractor / f ue_ - - f I /� i R. tt ev 3aC - 1 70 f- kr. Ia ? ►'7 1 CM t J / Location and legal description of lot to be built on: q7------ Lotic �7 / Block i Subdivision "! 0/ /� ( / L.% Q 7/ 76 / y Q3 re 7 4as' N -c. ?3s+ State work to be done and purpose of building (by floors). state exterior colors (submit samples) Co fer 10 g f kie 04444 rl n' -f PcZL ur, `7 cry c r nr rrzCC hst (rt 1 3 3 1 21-- 'f it CC Z g a )J- ✓'(L h A� oil r tc * fri c t -1.2,k___( 3 s' wD. it & `1.,►. � r 3,1 1J- FeC Z 61 t r- 4 - Mallailil rot 1. Q� r�i l� h c' 10 r I . P P 9rut ve.L 1 and for no other purpose . New Building Remodeling Addition ✓ Repairs 7 Nsi,„ sf Sto,3iT te./ To be constructed of Kind of foundation Roof Covering �ri�ir.ru. G 11.(N � r... �+ ev •ut(*- 7-.1. C._ Estimated Total cost of improvements S / / J Q � � Amount of Permit S Je• cP �-i'Irlei Zone cubage required Plan Cubage _ Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to J &I RdC -4i: v J - Street and Number where work is to be done The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. n Remarks (Signed, (L_Y \O� STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date / /9/ Permit No. je 943 Disapproved Date (Signed)� Building Inspector Read. Sworn to and Subscribed before me. PLANNING BOARD DATE c7 Date ` _ 19 (. I No 7 2 5 Street k e- q3.0- Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and,or workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n �Q� 4' • A \ A p Permit No. bp d- JJ3 - \ \(0 I . Name Jr 1 f fl m . Address AiS IBC Q Company Peogc ' 'opI Phone # For Inspector: Q 17 ' 23 Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date? )3 lb3 Type Insp'n . k Permit No. C Name Address Company For Inspector f ) ) 0 3 l ( Phone # S Approved Correction Re- Insp'n Fee /11 T-su s 1. l l Name & Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO NO 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. . Legal description of property and street/address: q2 5" /rig q 1 Syp'ee* /he,.,.� � sue % p_ 3 3 I: 1 g p iz )65 - 3go3 (I qc l •M iu.,•ti Stinted 9e a pe /0 -3 3 Cot % of 1.1.011c( 9 cots - 75 - a - - 75 - a - ( 7 �t� 6� � — o 2. Description of improvement: F �-/`� Q F G �o F f 3. Owner(s) name and address: J S C/1 r'F� S4. . ,f a 3 .5 ee.e /11 f: r.' Shwe.s 1--L 33/5e Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: i it 1 i tb/In 6. 4 i Lb t PROMO keDOPI`net s �� t 1_4.,„ FL 33ia � 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes; Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording Unless a different dat? Is peciflec . X A6 AA Signature of Owner Print Owner's Name Sworn to and subscribe Notary Public Print Notary's My commission expire 123.0142 P E 4 1102 r J7 1 111111 1111 111 1 1111 1 111111 1 1111111111111 11 111111 1 111 CFN 2003R0480225 OR Bk 21428 Ps 0002; (199) RECORDED 07/15/2003 14 :08:19 HARVEY RUVIH, CLERY. OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE repared by kAki1l ,57A& L Address: 1 ns o 5 I f e sM IAN)" if pL 33 00q SEAL KATHY PARSON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. C�68821 MY COMMLS61QNfiXP.•S>+r+11 iw, STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true/ y or the original li�. d �n �s o on (! TNESS 1ARVEY By , AD20 ,coal Seal. uit an. ounty Courts D.C. UL 5 2003 1. q:61- - _ BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ' Building Electrical Plumbing Mechanical ' Simple Titleholder) AA( V6\11 t c \ \I\ Phone 0 -C 1 `j Ci �' Owner's Name ee // Se�im le Titleholder t Owner's Address "� Z .'� CS City 1, --VA Jh State 1 Tenant/Lessee Name Miami Shores Village Building Department Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO L/ County Escrow Fee $ Minus Plans Check Fee $ Total Fee Now Due $ 3 -3o Stv e,a S ,�P 20 Fa\rc\. 5o,co Permit No. a 2003-- \\J1 Master Permit No. Zip 3 `3 S Phone # yas , q3 County Miami -Dade — Zip (0.5 � gig- sil 3 3 3/ Contractor's Company Name V, tC GY\ 1 (C'( Contractor's Address City er f // utkli e rd at (€ Statteey^ FC Zip Qualifier f ,(/, / / avt % ICS 6o Architect/Engineer's Name (if applicable) /fr . Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit ), i 6 v V i Number of: Bays /V //4 Stories 1 Families 1 Bedroom N /(4 Baths ll/ /14 Type of Work: DAddition DAlteration ['New Repair/Replace ID Demolition Describe Work: ge — pooF GC—A- ( t , ` C O c --( Square Footage Of Work: 3 6 0 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,rd skr.e,e Permit Fee $ 0, Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ 3 00 Struct. $ 3 ( (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. I t - absence of such posted ?is tic % the inspection will not be approved and a reinspection fee will be charged. ' / / '471p1 1 &J Owner or Agent % / The foregoing instrument was acknowledged 1 day Signature 34 Itijtt.S. � Y `� b s: 0 SEAL KATHY PARSON ,#rrIkitit.1e (*Villein: COMMBS4ON NO. CC80tifi MY COMMISSION EXP. SEPT 1 003 2 who is personally known to me or who ha s p roduced NOTARYiJBLIC» '; ' '�: _ }. G \,/ Sign: Print: �� ' = '. % 4 _ My Commission Exp * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc7/7/03 State Zip efore me thi y Farson Signature The foregoing instrument was acknowledged before me day of " OTARY PUBLI to of Competency Holder) Zip Contractor 2003 , by who is personally known to me • r who has produced As identification and who did take. , oath. as identification and who did take an oath. Sign: � � ) 54ne, Print: DI tiAbt , Uv Lost) 49oJc ud p: OS ,��' �a Vl.1 Nouel!0 My Commission Expires: �`=< _ ; :, � 4 CC 45 i 874 ***********************************14 : • ■ State Certificate or Registration No. G C 0 513 0 Certificate of Competency No. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * JUL 1 5 2003 Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY S THE UNIFORM ROOFIN APPLICATION FORM AND A 'TH REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENT • • IkIL 1 5 1 003 ll6 2•ea Roof System - - — - - - -- - - -- Required Sections of the ' ermit Application Form Attachments Required 8evList Below . 1,2,3,4,5,6,7- — Low Slope Application AC B Prescriptive BUR -RAS 150 ABC . 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D451,. 1.2.3.4.5,6,7 - Metal Roofs A,B,D 1,2,3,4,5,6,7 '. Wood Shingles and Shakes A,B,D .. 1,2,4,5,6,7 • Other As Applicable 1,2,3,4,5,6,7 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY S THE UNIFORM ROOFIN APPLICATION FORM AND A 'TH REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENT • • IkIL 1 5 1 003 ll6 2•ea 1 . Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description • Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 / Other Component Notice of Acceptances . Munici al Permit A lication 6. Owners Notification for Roofing Considerations Re- Roofin • Onl IN/A 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY S THE UNIFORM ROOFIN APPLICATION FORM AND A 'TH REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENT • • IkIL 1 5 1 003 ll6 2•ea Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information Master Permit No. Process No. Contractor's Name PR OT E Job Address Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) a 5. 3 c ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Sot Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes_ ❑ Prescriptive BUR -RAS 1 ROOF TYPE Re- Roofing ❑ R ecovering ❑ Repair ❑ Maintenance c4. ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) 4.' 3 Section B Roof Plaril Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections aria, levels, clearly_ identify dimensions of elevated pressure zones and location of parapets. 1 0 , : a 4 its Florida Building Code Edition 2002 igh Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, Identify as "NA ") Field: 6 - oc @ Lap, # Rows @ ' oc Perimeter: 6 'oc @ Lap, # Rows y__. ' oc Corner. 6 • oc @ Lap, # Row Number of Fasteners Per Insulation Board System Manufacturer. NOA No.: Qs?, — o o g,Jo Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - 52 Pma'2737o 3 Prrar. ?• -1310 Max. Design Pressure, From the Specific NOA System: S e S F r � r'wo /a Al Field • Perimeter Corner Illustrate Components Noted and Details as:'Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Co Vii, R�$, Etc. Indicate: Mean Roof Height, Parapet Height, Height .of Base Flashing, Component Material, 5- 71 "r: Tu s c,,,,, il /iy „ ,.s - ./1 , 1.i5 Mate Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. W 1-4 Deck Type: P L y tu O 1J 60 fr (Anchor/BaSe Sheet & No. of Pl (s): I n / •# - 7'5i 9 Anch /Base Sheet Fastener/Bonding Material. Gaugerfhic kness: a Slope: / $ Ji d e,r Insulation Base Layer: Base Insulation Size and Thickness: Ar/l Base Insulation Fastener /Bonding Material: f Top Insulation Layer: Surfacing: Top Insulation Size and Thickness: ti �4 Top Insulation Fastener /Bonding Material:,/ 4 Base Sheet(s) & No. of Ply(s): N Ali Base Sheet Fastener/Bonding Material: A/ /4 Ci 1 A - F - i': cc(s, I R i'4*.: . � of P!y(s). / PLY . . Ply Sheet Fastener/Bonding _ Material:, a / 67 3 Top 191Y4:1- f 1 ” ( 'C .- LI C /ILIC AA �� 1 C 1.1/�/9�, . ,VKIIA I I K �e) Top Ply Fastener/ Bonding Material: ` r / 1 - N c*•■ FT4 � ''FT. Parapet Heiaht n 5 .1C P „ ' g x 3 dr D. 6 j a el e 611 SAO e 49® Mean Fgcf Height V(2 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY ML 5' • ROOF COVERING MATERIAL$ (TEVT) • Roofing Systems (TGFU) Continued •, Surfacing (Optional): #11 ceramic coated roof granules, applied at 50 - lb /sq (12 dry mils). 24. Deck: NC Incline: 1/4 Foam: "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB -64 ", applied at 1.2 gal /sq /application (14 -28 dry mils). Surfacing: "Gacoflex U -66 ", applied at 1 gal / sq. (12 dry mils). 25. Deck NC Incline: 1/4 Foam: "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application (16-32 dry mils). .Surfacing: "Gacoflex UA -65 ", applied at 1 gal/ sq. (12 dry mils). 26. Deck: NC Incline: 1 -1/2 Foam: "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 6499 ", applied at 1.2 gal /sq /application (14-28 dry mils). Surfacing "Gacoflex A- 5500Q", applied at 1 -1/2 gal/ sq. (14 dry mils). 27. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Top Coat: Two Applications "Ure-Ca 68" Series coating (various colors), applied at 1 -3/8 gal /sq /application or three applications, applied 1 -1 /4 gal /sq /application. Top Coat (Optional): "Gacoflex UA-65" Series (various colors), applied at 1 gal /sq. or "Gacoflex UA -60 ", applied at 1 -1/4 gal /sq (12 dry mils). 28. Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB -64 ", 1 gal /sq/ application (12 -24 dry mils). Surfacing: "Gacoflex UA -65" Series 1 gal /sq or "Gacoflex UA -60 ", applied at 1 -1/4 gal /sq (12 dry mils). 29. Deck NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq/ application (16 -32 dry mils). Surfacing: "Gacoflex UA-65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly-lso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq/ application (16 -32 dry mils). Surfacing: "Gacoflex UA-60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "l'olyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16-32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thick- ness. Base Coat: "Gacoflex UB -64," applied at 1-1/2 gal /sq. (18 dry mils). Trowel Coat: 30/6() mesh crushed walnut shells mixed at a rate of 5 lb/gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing "Gacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils). 36. Deck NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Primer. "E -54" (not UL Classified), 0.67 gal /sq. Base/Top Coat "U -62 ", 2.0 gal /sq. Base Coat "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5 lb/gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex LB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing: "Gacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils). 37. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Primer. "E -54" (not UL Classified), 0.67 gal /sq. Base/Coat "U -62 ", 1.25 gal /sq. Base Coat "U -62," 0.75 gal /sq. Base Coat (optional): "U -62," 0.75 gal /sq. Base Coat "U =62," 0.75 gal /sq. Surfacing (optional): walnut chips at 9 to 11 lbs per sq. GAF MATERIALS CORP e C R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum Dens -Deck® 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. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum Dens -Deck® in hot asphalt. �AF Stratavent Eliminator Venting Base Sheet (Mailable)" may be mechani- cally 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 "EVER - GUARD" 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. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet" ) is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) m the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 Premium Base Sheet" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cal)y 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 perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. 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 effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Cornposite A" may be substituted for any isocyanurate 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 ". dcast s). of 5 'flex cast .. n. er id is P . Roofing Systems (TGFU)— Continued GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. PIy Sheet Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". -- 6. Deck NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type Gi "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". I tell ROOF COVERING MATERIALS' (TEVT) Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU) — Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/ isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Gl "GAFGLAS PIy 4" or "GAFGLAS PIy 6 ". Surfacing. "Special Roofing Bitumen" 20 Ibs /sq. • COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type Gi "GAFGLAS PIy 4" or "GAFGLAS PIy 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): isocyanurate, perlite, isocyanurate/ composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type GI or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing. "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. i • MIA M [DA DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 High Velocity Hurricane Zone of the Florida Building Code. I T ION GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. This NOA consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. 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 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. NOA No: 02. 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Cateeor : Sub- Cateeory: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix "' 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix "' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix "' Standard Wet/Dry Roof Cement 2041 GAFGLAS #75® GAFGL Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated ma Dimensions 5, 55 gallons 60 Ib. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide meter) Wide 39.37" (1 meter) ide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 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. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass at base sheet. Asphalt impregna e fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asp1 t impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. is 39.37" { 1 meter) ASTM D3672 Fiberglass base sheet coated on both Wide ASTM D 4897 sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 2 of 33 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat- W Granule RUBEROID® SBS Heat- WeIdTM 170 FR RUBEROID® SBS Heat- W PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat- WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 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 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 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 Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description 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 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. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive 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 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. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 3 of 33 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix "' System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- Mate Underlayment Tile -Mate Modified Base Sheet Dimensions 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 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II, III and IV Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. 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. 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. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' • 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 4 of 33 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) W (Matrix ■ 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 5147 ASTM D 5147 ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non - fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 5 of 33 APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foam insulation Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Dens Deck Product Name E'NRG'Y -2 & E'NRG'Y-2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation 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. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 6 of 33 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. ' 3. Product Name GAFTITE® (Drill -Tec ®) Insulation fastener for #12 Standard & #14 Heavy steel, wood 84. concrete Duty Roofing Fastener decks. GAFTITE® (Drill -Tec ®) Pre - assembled GAFTITE ASAP Fasteners and metal and plastic plates. GAFTITE® (Drill -Tec ®) Base sheet fastening Base Sheet Fastener and assembly. Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed • plastic plate Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 ' /z" GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. Construction Fasteners 2 7/8" x 3 ' /A" 3" x 3 '/<" 3" round 3" square 3.2" Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 02 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 7 of 33 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. 21. Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate Insul -Fixx P Plate Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corporation Factory Mutual Research Corp. Trinity Engineering Dynatech Engineering Corporation PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. FI. TA»E 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Description Current Insulation FMRC 1996 Attachment Requirements Wind Uplift, FMRC J.I. 1B9A8.AM 4470 - PA 114 J.I. 3D4Q2.AM Wind Uplift PA 114 4483.04 97 -1 Wind Uplift #3600.02.95 -1 PA 114 #4482.02.95 -1 GAF - 020 -02 -01 ASTM D 4977 02 -005 TAS 114 02 -014 TAS 114 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round SFS /Stadler 3" round SFS /Stadler The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Date 01.01.96 09.04.97 04.30.97 06.06.97 02.02.95 02.01.02 01.18.02 03.22.02 NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 8 of 33 Membrane Type: Deck Type 1: Deck Description: System Type E (1): All General and Sys Base sheet: Fastening Options: Ply Sheet: SBS/SBS Cold Applied tem Limitations shall apply. Wood, Non - insulated New Construction or Reroof 19/32' or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. ic F4164.1LmN -g GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base 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 fie ld. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets 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 —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAI~ 1'1'Ih) #12 or #14 Screws and 3" 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 Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) 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 Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" 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 —75 psf, See General Limitation #7) (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsJsq. NOA No: 02-0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 32 of 38 V lb Membrane: Surfacing: Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladrm SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 galJsq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) 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 601b.sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lbJsq. ± 15 %. 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. NOA No: 02-0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 38 WOOD DECK SYSTEM LIMITATIONS: ,+ 1 A slip sheet is required with Ply 4 and Flex Ply ""' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'h" Dens Deck or 'A 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 lbsJsq., 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 sidelap 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 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. (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 with 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 comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02-0408.10 Expiration Date: 11/06/03 Approval Date: 05 /23/02 Page 38 of 38 1 ti Vr,LL)Li1 1 11U1ttU. LAO r. GV:\L. J 'vYfl iisr�vrzz ic:r�: CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been expl fined. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 2,) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owne should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. &D___5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. i� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ,lJ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signatu CA DOCC MIE•romeLOCAL3- 1q..803ECTIOV t$:l.d / / Date Contractor's Signa re