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749 NE 95 St (3)i� Miami Shores Village Building Department BUILDING CRITIQ HEET Permit No Job ame_ 10050 N.E2nd Avenue Miami Shores, Florida 33138 Te1:13O5) 795.2204 Fax: (305) 756.8972 NOTICE. OF COMMEN PERMIT NO. , TAX POUO NO. STATE OF FLORIDA: - COUNTY OF 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 party and slrge��eddress: CFN 20_00_04 -R0 0109626 OR e.k 22048 Ps 4710; (1as) RECORDED 02/13/2004 12 :16 :21 HARVEY RUVIN► CLERK. OP COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 11 1111111111111111111111111111111111111111111 2 Description of improvement: /ad G c9 / /% �J'• /( o2 lizei �' f c�,� -,� e A (ge -A r.� 7rJ � GO,o 0 r-- • 3.Own er (s) name and address: CC) g3 /3 6. Lenders name and address: Interest in property: Name and address of fee simple titleholder: To name and address: ae,I re a & / cco 4 acs 5. Surety:(Payment bond required by owner, • m contractor, if any) Name and address: STATE OF FLG ^ , COU; . ', Amount of bond $ 7. Persons wltMn the State of Florida designated by Owne Bupan Whom by Section 713.13(1)(a)7., Florida Statutes, Name and address: Simon Oanet `•t--•t� Print Owners Name 4 j /14/ j 42 Sworn to and subscribed before me th Notary Public Print Notary's Name My Commission mss: CZ.:P ,;r. reattr.'s .ri f.' p�IS Ort':8 l 1 ori v•I 1. A D r. F 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) c. ces or other d • -'' ments may be served as provided 8. In addition to hirnself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. • Name and address: Prepared by: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -160 Printed: 2/12/2004 Applicant: ALVIN Owner: VELASCO JOB ADDRESS: 749 NE 95 Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060142140 Signed: (INSPECTOR) Building Permd VELASCO ALVIN ST Contractor's Address: 2428 N. W. 28 St. Permit Status: APPROVED Permit Expiration: 8/7/2004 Construction Value: Work: COLRTHRU TILE VANGUARDROLL AND FLAT ROOF Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 14 & E1/2 OF LOT 13 Fees: Description Amount FEE2004 -1441 Building Fee $300.00 FEE2004 -1442 CCF $6.60 FEE2004 -1443 Training and Education Fee $2.20 FEE2004 -1444 Technology Fee $7.50 FEE2004 -1445 Scanning Fee $9.00 Total Fees: $325.30 Total Fees $325.30 Total Receipts: 06 4 C1(Isis FEB 12 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 68 k8 c) Date Type Insp'n Permit No. n Name Approved Correction Re- Insp'n Fee MIAMI SHORES `() BUILDING DEPARTMENT 3 305- 795 -2204 Building Inspection Request 16 C. 1-c Address Compan Phone # Inspection Date 4q ItO . -11 _ ) ti FYI \MIAMI SHORES - VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection - Request Dat f I () t i Type Insp'n fid, 2 t Permit No. I5 P Name 2; ( Address 1 ) r �� Compan 7 T /• C&_ "\("N Phone # Inspection Date L P Approved Correction Re- Insp'n Fee 1. Test Number Test Load (lbt) Test Status 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG04 -0650, Page 3 1 1 1 1 1 1 1 1 1 No1r- + + + + + + + + + + + ++ + ++ + 54' + + + th + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 47' IPPI OX, POOF 1151' ILOCA110N5 ANn LIMgN510N5 1 1 1 1 1 1 1 1 1 • r c•I•v•I•L E•N•G•I•N•E•E•R M.I.S. Corporation 10221 Southwest 16 Street Miami, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541-3298 TILE UPLIFT TEST Residential Home 749 Northeast 95 Street Miami Shores, Florida Information provided by client: Permit Number: BP2004 -160 Date Completion: March 7, 2004 Roofing Contractor: M.I.S Corporation LG Engineering Services., Inc. Project Number: LG04 -0650 (Testing Laboratory Certificate #00- 0224.07) March 11, 2004 In accordance with your request and authorization , a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TA S No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof til e in the perimeter area and one test for every 200 square fe.°t of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 1.0% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review;` LGEngineeringServices, Inc. appreciates the opportunity of assisting you in this project. Ifyou have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Mcfh amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 749 Northeast 95 Street Miami Shores, Florida 1Wr Test Number Test Load (1b1) Test Status 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG04 -0650, Page 2 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 749 Northeast 95 Street Miami Shores, Florida Project Number: LG04 -0650 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG09 -0650, Page 1 Approved Correction Re- Insp'n Fee .c. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date �s Type Insp'n „.W Q.. 1 0 6_0_�� Permit No. OJ 7 no L' - (() 6 Name WAG S0 -�•—' Address Iv Ci S J 1 Company 7`4 1 5 0 Q y r Phone # Inspection Date 31.1 Date Type lnsp'n t u`-r- 1 V) Permit No. lV�1��—� V OC) 4 Name VLC 11.15C.V Address if NE Company Phone # Inspection Date 3 14 Approved Correction Re- lnsp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request q W MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Request Dat Type Insp'n Permit No. Name Address Compan}✓ 7 Phone # 5 oS 9 Inspection Date 7 7 Z l ) 0 y Approved Correction Re- Insp'n Fee ❑ Phone # Approved Correction Re- Insp'n Fee cal MIAMI SHORES VILLAGE BUILDING .DEPARTME 305- 795 -2204 Building Inspection Request Dat / )/n �I Type Insp'n f Permit No. �, P i 16 I r Name _. (),/C --s� Address 1 - � 52.1' Company/1 Inspection Date 2 7 � ) U v cis - 3 L ' i l/ BUILDING PERMIT APPLICATION FBC 2001 1V11 41711 31101 S V 111 ag C Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Cfi t C L 1; \I !S . Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Permit Type (circle): Building Owner's Name (Fee Simple Titleholder ,4 / 4/ dV Owner's Address 7c City _ !// ���?�1�/l 6 State Tenant/Lessee Name Phone # Job Address (where the work is being done) 7f /) v Q6 -// 6'462 City Miami Shores Village County Is Building Historically Designated YES NO Contractor's Company Name /Q �. Contractor's Address /6/ (57d 6 � � �� City /4 A !�/�) State l ` Zip Qualifier ,4 // S Value of Work For this Perm Type of Work: ['Addition Architect/Engineer's Name (if applicable) Phone # AO 9 �o ['Alteration ` 77rS� f &_,Z Describe Work: � ° g : Submittal e ) Permit Fee $ Notary S Training/Education Fee $ p'? ,a 0 Radon $ Scanning $ q �p 31 /% %5 Phon Zip 33/3 d� Miami -Dade x ❑New Square Footage Of Work: 6 fi Permit No. ii Master Permit No. Phone # Mechanical Zip Technology Fee $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ o � L� 3 (Continued on opposite side) 33/2( i (4 5l g92-/5 33 x'65 Repair/Replace ❑ Demolition ilemze * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** CCF $ = `1 • Bondin g Company's Com an 's Name (if applicable) A/ ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 1,4 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 AI♦ 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 n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i At, ■ Owner or Agent / Contractor The foregoing instrument was acknowledged before me this (o The fore_ • ing strument was acknowledged before me this 6 day of , 201, by 4/t/A✓ / % SC O , day of F�,6 , 204(, by as 7" r , who is personally known to me or who has produced who is personally known to me or who has produced As identifi . ' �f: ;1, wb¢wti t>�y y oa 1 . 111 identification an1 o ' • d take an oath. NOT • J: LIC: I Comm Ex .5/14 TARY P .: L No. CC 930003 11/ , oaSign. i.' 1 .`L/ Print: it 1.l7¢f L Print: I ", Q- ire My Commission Expires: /d`lu+ 7. My Commission : !: Signature State Certificate or Registration No. Chc 10/14/03 0,4_ 04, (I Signature (Certificate of Competency Holder) Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning r4 - SINS t�47rs w n r.:1ur4 am isliaraga Master Permit No. Contractor's Name Job Address High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) 6 Process No. ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile g Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof t. Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 236 7 , 0 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. r r: L. I . I• t L l : L i L1 r LL - " 1 I l I - r 1 L - t - i - P LL Mill 1---' 4- i.._ ./ t, 1 1 • anima. ■ ,I� - - -serr i i , i - i I r 1 / 0araar P11o1 L.nigr •w � IJj / Armour 1 / • 'Aar . 1 � �r I` 1 1 1 . .. I .. _ ,_ --j i SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 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 explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zo - 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 a. • ressed 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 ed 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). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring um (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or own- hould notify the occupants of adjacent units of roofing work to be performed. i . 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v e ved 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 n of maintaining this appearance. 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 istress 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 o l roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not loaded 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 ance with the Florida Building Code, Plumbing. 'p ,7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in erior 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 Signature C:∎000U SI C •I%cmp`LOCA LS— I,TenuAS CCTIOI 13 :4.d ),S,J 0 rCP t gnature Date Coy fact. "i Roof System Manufacturer: / g / <? // Z L G , /e1. 1 - 1 ' Notice of Acceptance Number: ' 2— / 2 - o s a.Sl Minimum Design Wind Pressures, If Applicable (From RAS 927 or Ceicuiations): Pi: 7 .6 P2: ail. 1 P3: 6i• /r Maxim Design Pressure (From the NOA Specific System): e6-6/ Method of tile attachment: /r!/ St ve _ : MI5 CORPORATION . Roof Slope: 3 :12 23_0 r5;01 PAGE 4 1 Florida Building Code Edition 2002 High Velocil Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof Svstem Description Deck Type: Ridge Ventilation? Mean Roof Height /2 6 FAX NO. : 3052206192 Feb. 09 2004 10 :21AM P1 G ype Underfayme nsulation: Fire Banter: stener Type & Spacing: dhesive Type) ype Cap Sheet: oof Covering: Type & Size Drip dge: � 3' i 3 �G% r /,. j ig ( y e r ,„,,,r 96-14 Fill in Spec and identify (n • System NOA No.: Design Wind Ps text: IAsa. Design Systarn: Deck Type: hisutation Base Ins Bass Inst Top kn Top k+i Top meat ease Base Sheet Pty Sll ei(s) No. Py Sheet F Top Py. Top Py f a Surraang. rl Florida Building Code Edition 2002 velocity Hunkers Zone Uniform Permit Applkedon Faro ectton C (Low Sloped Roof Svsteg11 Assembly Components niw wormy ss NA, " r1Ar' - 415 o'4•o d /• 120 or Gone: . 3 Pmact —13 'f From the 3pscitic NOA RIM paril+ra�t Con's illustrate Components Notod and Details as Applicable: Woodblcddng, Gutter. Edge Termination. Stripping. Fleshing. continuous Cleat. Care • , strip. Base Flashing, Counter- Flashing. Coping. Etc. Ifidiggig: Mean Root Height, Parapet Haight. Height of Bas Flashing, Civrocnent ilhaterist WWII! Thickness, Fastener Type, raitsner 3p* 3padng cr Se hit Menufisclursrs Dotage that Ccrnpf?I/ with RAS 111 and Cttapts le. o- ammo: it"TS t3kie 9.e e ( 1 s : site No. o P!y(s); esteneneondng Ma otet 3iz 1. rd TAiza nee c /Bonding Wiwi& r&i/ T - Ck Py(s): G' A S F l y 1iL (71 biMe.+st: L r ,. cap - e nding Material: f Fastener Spacing for Anchor/13ase Sheet Attachment reit ji_.' lap,11RoweL 12 oc Perimeter. (v oc 410 Lap. f Rows 4 Comer lg.: oc ® Lap, ti Rows : 60 • oc Number of Fastener Per insulation Board 3 7.6 41 4"c, - RA1. - _ BUILDING PRODUCT NOT1C M®elcr r cells, LLC 135 NW Street Boe:1! n, FL 33431 SCOP applicable n:le snd regulations governMg the use of ccetsm otion materials. This NO is being issued Re submitte ted has h al the ls reviewed b . Mural - Dade County Product control Division and =opted - dot~ : 1+a be sed in Miami Dade County and other areas where allowed by by the $ , , . of Rules and APP the Auti • -NJ 1{avtug Jurisdiction (ARJ). not be valid after the e xpiration • stated below. The Miami -Dede County Product e the right to D N shall etc 7 in areas other than Miami Dade County) ar fails to perform in M iami Dade County) and/ ®r ores. If this product of rnstm Division In material tested for quality ass ranee purp a nd the ate may immediately rf or t)te t c ; ., • duet oc ,etse will incur _ expense of such testing the right r e v o k e d or the d the manufacturer duct or , ,.•; . Or suspend the use of such prod or material vitithin� uet C t trol Divisio� hat this pro t o revo determined by !: attti•Dade County to revo this acceptance, if o � � � able building ctsde- aatzris ails to meet the requirements 1 with the Elibh 'J�as:ity Hurricane has been designed to comp y This • • • uct is a pproved as described heTe1n, an Zone o . Florida Building Code. ilk �r.1PTION: Roll, and Capri Co p ote Roof bcl with the manufactures or logo, noted , cit , stat a n d ING: Each unit shall bear a permanent c t Control Approved', unless otherwise LAB ' ' "Miami-Dade County Prod foil g atate : d a u a renewal application has been filed and there has been no gEl�l , AL of this NOA shall be cotuidere ee of this =oduct- tivel affecting the perfoeman product. or change in the chan in the applicable building code nega if there has been a revision n • NATION of this NOA will oecttt after the expiration da� v [ this NOA u an endolaemettt of any sure of the prod t or process- mote this NOA. Failure o to comply prod s, use, sales. a ertisi an other 10 so shell automatically team w od for sales. a dvertising or Y Florida, and followed by with ; y section of this NOA shall because fo to dl�tthe �� M Imo Daa County, then it shall R'T'1S$1VIEiVT; The NOA number Pr ' de l mature. If any portion of the -NOA is displayed AD � nation date may be dlspiay�d in admit � tag the ~ ' r or its distributors . rte to its entirety. 11 be sided to the user b y the manufacturer INS I CC10t�: A copy of this enure NOA s � e available for inspeCti at the Job ate at the request of the ; Building Official. and . �11 h Th. ; OA consists of pages 1 through 7, Frank ZuloaiLa, RRC Th e ubmitted documentation was roViE'%+' 616 -d DS COMPLIANCE OFFICE MCC()) ONTROL DIVISION F ACCEPTANCE OA l00 d OZ1 -1 1 111S9L9E98 MIAMI - DADE COUNTY, PLO0.1DA METRO-DADE FLAGL,ER BUILDING 140 WvES FLAGLER STREET, SutTS 1603 MIAMI, FLORIDA 3313043 (305) 375 -2901 FAX (305) 375490S SOI2M 11 9Ii19111J91U0A -w0J1 IL IS9L9'��- NOA No.: 02.1 EspiratIon Da 12115107 Approval Date: 01/02/03 rag: r qr wd13:70 7002- 50 -96: R• o;; G ASSEMBLY APPROVAL Cat t'yt Roofif Low Profile Roofie Su � ' � °�' Concrete Mat al: 1. . COPE is rcncws tem using Monier a ufactured Monier Lifctile LLC and ovations. where the pressure requiremc eccd the design pressure values obtai values listed in section 4 herein- 318 -1 system. • PRODUCT DESCRIPTION of ctured ffcaa ensio Ma et Lifeule LLC Vii & Roll M�c�Eer LiCeit LLC i liie Pieces SUBMITTED EVIDENCE: dland Techn land Technologi dlend Technologies Center for Applied gngincenng.In The Canter for App lied « s g, 1C. 200'd 021 -1 1 =16'h' w 13" 'A" thick L=17" W. /" 'A" thick 1 'e Varies w ValiCS varying thickness 1115913£39 iles Tes !den eT 7161 3 Append III 7161 3 Appall • x 11 PO4 94 -0 a►B 94- ifetile Villa, Roll, and Capri Concrete .Roof Tile. as ribed in Section 2 of this Notice of Aeapmnte- For ta, as determined by applicable Building Code does not ed by calculations in sbafabet S mo tt using based �h ��nt �cslculat Test cif as PA 112 PA 112 PA 112 Product es ri tier Low profile, interlocking, high pressure extruded concrete roof tilt equipped with one pail hole and double roll ribs. For direct deck or battened nail - en, mortar or adhesive set applications- Low profile, interlocking high pressure extruded concrete roof tile equipped with one nail hole -rtcd na 1-an. mortar roll or adhesive or battened Accessory trim, concrete roof pieces rn+ t ffor use . at hips, rakes• ridges and valley te Manufactured for each tilt profile Dec. 1991 1550 Nat Static Uplift Testing PA 102 itc PA 102(A) Dec. 1991 Wind Tunnel Testing ?A 108 (Nail -On) Scat 1993 Withdrawal Resistance Testing of screw vs. smooth shank nails 1994 Static Uplift Testing PA 101 (Adhesive Sct) 1994 Static Uplift Testing PA 101 (Mortar Set) NOA Na.: 02- 1105,05 %Oration Dare: 12./161 Approval Date: 01/02ft13 Page 2 oil SRIPM 11 A1l1o}l1Jeiu - w 0 J j ■■ 11 1 f. 711 I - I T wd :11 P002- 50 -? Redl Red Pm Ind The En T Technologies d Technologies oral Service , Inc. for Applied Ong, Inc. ter for Applied "sag, Ina. T C enter for Applied 4n. 'leering, Inc. T .: Center fur Applied meeting, Inc. Center for Applied E , ;, inking, Iszc. Center for Applied 'neerinb. IFic• Center for Applied gitteering, Wc• lotex Corporation . ting Services - alker Engineering. Inc. alker Engineering, Inc. alker Engineering, Ins. alker Engineering Inc. � 1 a11ser EnSiftC In I Lalker Engin- :rtt>8• Inc. Walker Engineering, Inc. G13-1 1CC /£CC d C11 -1 Test P0631.01. Letter Dated Au 1994 224.47099 25- 709 -1 25- 7094 -7 25-709 Project No. 3 Test #MDC• 25 -7183- 2.5 25 - 7214 2 25 -721 6 52845 52010 Calcula Ev Evaluation Evaluation Evaluation 111§.19£ °s .2 ons ulations !evictions Test N me a arc ate Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Aug_ 1994 Wind Tunnel Testing PA 108 (Nail -On) Sept. !9 Physical Properties P PA 112 Static Uplift Taring Oct. 1994 PA 102 (4^ } eadlap, Nails, Direct Deck, New Caastruction)Q Oct. 1994 Static uplift Testing PA 102 (4d Ileadlap, Nails, Katie) Static Uplift Testing • PA 102 (4' Headlap, Nails, Direct Deck Rccover/Rerool) 025 Wind Driven Rain 60 PA 100 Static Uplift Testing PA 102 (2 Quilt-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drivc Scrav, Direct Dock) (l Quik -Dtivc Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 254094 lculations culations Evaluation 1alculations Evaluation ialculations • 25 -7496 25 25- 7SO4b -8 25- 7804 -4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set SYet eai y, al ilaii��aitlQH_moi� O ct. 19 Oct. 1994 Feb. 1995 Feb. 1995 March, 199 Sep. 1998 Dee. 1998 March 1999 March 1995 , February 1996 April 1996 December 1996 April 1999 April 1999 NOA Ng,; 02- 1205.05 E Data: 12/16/0 A Date gc/0 wanton ,(1117- 50-9e4 3. IMITATIONS 1 Fire classification is not part of thi Z For mortar or adhesive set tile a accordance with RAS 106, .3 Applicant shall retain the services quarterly test in accordance with the Building Code Compliance O .4 Minimum underlaY1t stall! be Standards listed section 4.1 30/90 hot mopped underlayment unless smted otherwise by the url 3.6 This acceptance is for wood • compliance with applicable build 4. INSTALLATION Roll, an 4.1 Monies Llfetile Villa, installed in strict comp lCe 'RAS 120_ 4.2 Data For Attachment Calculatio 8td -1 100 000 d 022 -1 1115919E98 a acceptance. performed in lications, a static field uplift test shall be p f a Miami -Dade County Certified Laboratory to perform AS 112. appendix 'A'. Such testing shall be submitted to Ce for review. licobie Roofing Applications n compliance with the app plications may be installed perpendicular to the roof slope ayt ncnt material manufacturers published literature. k applications. Minimum deck requirements shall be in code. Capri Concrete Roof Tile and its components shall be Roofing Application Standard RAS 118• RAS 119, and 38IeA 1] olilo}iiioiuoyq -w011 Npw No.: 02- 1203.05 Expiration pate: 12/16!07 Approval Date: OUO2103 Page 4 of 7 wol ?:p0 pool -90 -981 FaStoner Type 1 -1Od Schmitt or Screw Shank Nail (Field CI 1 -1Od Smooth or Screw Shank Nail Eave CU• 2 -10d Smoot F Screw Shank 2 -10d Smooth or Screw •. k Nabs Eave CI Tile Profile nit?! LifeWe Vida, Roll. and - pn file nt :.. - oral for See !manufactures -• , ' �� .t►d Ave Flea Products Company .ht Poi •am Product lnc. Avers e we Adhesive Minimum Attachment Resistance 26.1 Ufetile ance Expressed as a Moment Mc (f -14 Adhesive Set S terns Tile Application le Application Minimum Attachment Resistance 3r3-: 100/;00'd 0Z -1 1115313£30 tancs Expressed as a Moment - Mr (ft -tbil att Adhesive t S terns NOA No.: 02-1295.0 Expiration Date 17J1ti/u r A pPr wd Date: 01102103 Page 5 or"; ca i w �� o i i i a i i � i g i i�niu�mp i t1 ind • «n ann z -n . 0 "i -i� 'i i -� � t. rl 7 bo'.0 ruin 7V '!"7 LABELING All tiles shall bcarr the imprint following statement: BUILDING PERMIT REQUIRE 6.1 Application for building pc 6.1.1 This Notice of Aceep 6.1.2 Any Other documents code in order to prop 1-1kr 616 -1 100/900'd 021 -1 Morino( L,1FET 1115313£38 PRo cntifiablc marlung of the manufacturer's name or logo, or aunty Product Control Approved ". ENTS 1 shall be accompanied by copies of the following: nee. quircd by the Building Official or applicable building ly evaluate the instillation of this system. ILE DRAWINGS CCURSE E VILLA CONCRVE ROOF TILE !GIN )1 °P1Prlisium NO* Nu.: 02- 1205.0 ExpiratlOO Date: 12/16107 Approval pate 6 of 7 md?2:70 7002- c :-q01 818-1 100/100'1 011 -1 11 1642" MO, )ER LIF ETt E ROLL CONCRETE ROOF' TILE 11 17" 13" MONIER L NILE CAPRI CONCREit ROOF' TILE EN OF THIS ACCEPTANCE 111919£90 NO A2- 1205. Expiration Date: 12!16!01 Approval Date: 0011/021 se l °.M 11 9 1 ! 19 ;' 1J ;1 -'wo. i w h£Z:70 700Z-1 -q9 11/17/2003 10:42 3057518579 NET SafisFAXVon From: edmMshroioi To: Vie MIA M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE_ GAY 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 whero allowed by the Authority Having Iurisdiction (AT -U). 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 AH] (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this the accepted manner, the manufacturer will incur the expense of' such testngC and h AILT na�1aytocdiately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA te'S rvos the right to revoke this acceptance, it 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. DESCRIPTION: CAIN Conventional Bnilt -Up Roof System for Wood Deck 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 app]icable building code negatively affecting Lhe performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cbangc 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 antomatically 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 Miasni -Dads; 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 dolts in its entirety_ INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted d.ocumcntation was reviewed by .Frank Zuloaga, RRC ABC SUPPLY CO Dale: 11/10/2003 Tune: 10:JB:t6 AM NOA No: U3. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 PAGE 01/25 ML1M1 -DADE COUNTY, FLORIDA M1sTRO -DADL: FLA(LER BUILDING 140 WEST FLAGr,ER STREET, SUITE 1603 MIAMI., FLORIDA 33130- 1563 (305) 375 -2901 FAX (305) 375.2905 Page 1 of 22 .11/17/.2003 10:42 3057518579 .r NET Sa6tFAXtion From: admtnslbator To: Vie ROOFING SYSTEM APPROVAJ, Catet~orv: Sub-Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Product GAP Asphalt Concrete Primer (Matrix TM 307 Primer) GAF Mineral Shield® Granules GAP WcatherCoat® Emulsion Matrix Fibered 305 Emulsion) GAF Premium Filtered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Filtered 301) GAP Jetblack All Weather Plastic Cement (MatrixTm Standard Wet/Dry Roof Cement 204) RUREROID® Modified Bitumen Flashing Cement letblack Premium Flashing Cement GAFGLAS® #'75 GAFGLAS #80 Ultima Dase Sheet GAPOLAS Flex PIyT"' 6 Roofing BUR Wood -75 psf See General .Limitation #1 Dimensions 5, 55 gallons 60 tb. bags 5 gallons 1,5gallons 1, 5 gallons 5 gallons ASTM. D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide Test Snecilication ASTMD4I A STM T) 1863 ABC SUPPLY CO Date: 11I1oJ200a Tim.: 10:26:16 AM 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 Shields Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced. roofs. ASTM 1) 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, .fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. NOA No; 03- 0501.05 Expiration Date: 111/04/08 Approval Data:10/73/03 Page 2of21 PAGE 02/25 Page 2 et 22 11/17/2003 10:42 3057518579 NET SoNsFAXNen From: adminsfrator To: Vie Product GAFGL,AS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGL.AS® STRATAVENT Eliminator Perforated Nailnble RUBEROID® SBS H©at- WeIdTM Smooth RUBEROJD® SBS Heat- Weida.' Granule RUBEROTD® SBS Heat - We1d' 170 FR RUBEROID® SBS Heat - Wc)d'rM PLUS RUBEROID® SBS Heat - Weld PLUS FR RU13EROTD® SBS Heat - We1dTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Rubcroid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (I meter) wide 1 meter (39.37') wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 teeter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide Test Soectficatiog ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM. D -6164 ASTM D -61M ASTM D -6164 ASTM D -6164 P s ASTM D4601, Type II, UL m Type G2BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ABC SUPPLY CO Date: 11/1012003 Time: 1 0:26:16 AM Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced wit mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and 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. Nun -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester neat coated with polyiner modified asphalt and surfaced with mineral. granules. Non -Woven Polyester mat coated with firc retardant polymer modified asphalt and surfaced with mineral. Non -Woven Polyester mat coated with olymer- modified asphalt and smooth urfaced_ Premium glass fiber reinforced SBS - odiiied base sheet SBS modified asphalt base sheet and intetply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA. No: 03- 0501.05 Expiration Date: 11/04/011 Approval Date:10/23/03 Page 3 of 21 PAGE 03/25 Page 3 of 22 ,11/17/,2003 10:42 3057518579 NET SathhFA)Oon From odmins, r* er To: Yo Product • Ruberoid0 Mop Plus (Granule) RUBEROJD MOP Smooth RUI3EROID® MOP 170FR RUBEROID® MOP PR RUAY.ROID® TORCH Smooth RUl3EROIi)® TORCH Granule RUBEROJD® TORCH PLUS (Granule) RUBRROIDA TORCH FR RUDEROJD 170FR TORCH RUBERQfl)@ 30 RU BBROID ®30 FR RUBEROID U1.TRACT AD® SBS Test 'Dimensions Specification 39.37" (1. meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) ASTM 1) 6164 wide ASTM )) 5147 s 39.37" (1 meter) ASTM D 5147 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 RUBJEROID® Dual FR 39.3T' ( meter) Wide ABC SUPPLY CO Oat.: 1 111OJ2, O2 Time: 10 :26:16 AM Product Description ASTM 1) 6222 Non -woven polyester neat coated with ASTM 1) 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non - woven polyester mat coated with ASTM D 5147 polymer-modified asphalt and smooth surfaced. ASTM D 6164 Non - Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mar, coated with fire retardant polymer modified asphalt and urfaccd with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen Membrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy ditty, polyester mitttorccd, asphalt ASTM D 5147 modified bitumen Tnernbrane, granule surface ASTM D 6222 Heavy duty. polyester enforced, coated ASTM 1) 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule suuface. ASTM D 6163 Non -woven fiberglass mat coated with ASTM 1) 5147 polymer modified asphalt and surfaced with mineral granules_ ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer r odifiai asphalt and surfaced with mineral granules. ASTM 1) 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 61 Non -woven polyester and fiberglass mat ASTM D 5147 coated with ,file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03.0501.OS Expiration Date: 11/04/08 Approval Date :10/23/03 Page 4 of 21 PAGE 04/25 Pogo 4 o? 22 ,11/17/2003 10:42 3057518579 NET SafiaFA.X0en From: admintiirater To: Vic Product Vent Stacks (metal and PA 100(A) plastic) ASTM D 1929 GAr Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Pibcrcd 302) GAFBui1t•Up Rooting 100 Ib. cartons, Asphalt bulk RUBEROID MOD Asphalt, Asphalt T_. & Asphalt P Tile -Mute Rase Sheet Tile -Mate Cap Sheet 60 lb. kegs Shingle- MateTM 4 sq. roll Underlayrncnt 30 lbs. TopCoat® Surface Seal 5 gallons SR (Matrix 602 SB Coating) GAF WeathcrCote® 5 gallons MB+(Matrix 715 MB Coating) Topcoat M134-(Matrix 5 gallons 715 MB Coating) WeatherCote rM (Matrix 5 gall ors 531 WoatherCote® Elastomeric flashing Grade) Matrix Low VOC 5 gallons 5 gallons Matrix 101 System. Pro SBS Adhesive (Rabcroid ®MB) Matrix 201 System Pry SBS Flashing (Ruberoid®M.B) Matrix 102 Select SBS Adhesive Test 'Dimensions Specification ASTM f) 635 5 gallons None 5 gallons ASTM D2824, Type I 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide ASTM D3019 5 gallons ASTM D3019 C A 5 gallons ASTM D3019 ABC SUPPLY CO Date: 1ul ol2ora Ttme: 10:2918 A, Product Dcscrin tic n 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- fihercd aluminum pigmented, asphalt roof coating ASTM D312. Interply mopping and surfacing asphalt Types I, 11, 1L[ and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle wlderlayinent Surface coating for smooth snrfaccxl and !mineral surfaced mofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced atnd mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. ColdApplied Modified SERS Asphalt Adhesive old Applied Modified SERS Asphalt: dhesive —Flashing Grade. Cold Applied Modified SEUS Asphalt Adhesive. NOA No: 03- 0507 Expiration Date: 11!114/08 Approval Date:10/23/03 Page 5 of 21 PAGE 05/25 Pogo 5 o122 ,11/17/2003 10:42 3057518579 NET SatisFAXtion From: adminshntor To vie Product (Ruberoid ®MB) Matrix 202 Select SIBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select libeled Aluminum Matrix 304 Select None Fibcred RUBEROID® Modified Bitumen Adhesive APPROVED TNSULAT /ONS: .Product Name GAFTEMP Tsothcrm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N BMCA Composite EnergyGuard, RA PYROX White Line Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (BMCA)GAPTF.MP® Fiberboard GAFTEMP® Pcrmaliite GAFTEMP GAPCANTTM GAFTEMP Permalitc Recover Board GAFTEMP GA1 EDG1: Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA Test Specification ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM 0 2824 ASTM D2.824, Type 1 ASTM D 3019 Type III ABC SUPPLY CO 0a1e: 11/10/2003 Time: 10:26:16 AM TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanuratc foam insulation with high density fiberboard or Perrn:rlite pcxlite insulation. Fiberboard insulat Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisncynurate /wood fiberboard composite Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Prnduct Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt )too Cement Staudard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibcred aluminum coating. Non- fibcrcd aJumin urn .pip= ted, asphalt roof coating. Fiber reinforced, rubberized Adhesive Menu facturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. OAF Materials Corp. BMCA BMC:A Apache Products Co. • Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval .Date:10/23 /03 Page 6 of 21 PAGE 06/25 Pape 6 of 22 .11/17/2003 10:42 3057518579 NET SaII,FA)Q1on From: admfns i rator Te: Vic APPROVED INSULATIONS: Product Nacre ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y -2 & FNRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation S Multi- Max & FA Paroc .Base Board Faroe Cap Board APPROVED FASTENERS: Fastener Number 1. GEIFTITE® (rill -Tecaa) #12 Standard & #14 Heavy Duty Roofing Fastener 2. OAFrnE® (Drill -Tcc ®) ASAP Product Name 3. CAFTTTE® (Drill -Tee ®) Rase Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Trill -Tee® Plastic) 6. Dekfast Fasteners #12, #14 & #15 ABC SUPPLY CO Date: 11110/2008 Time: 10:26:16 AM TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber /.Mineral fiber insulation Wood fiber insulation board Polyisocyanurttc.roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GA.FI1TF Fasteners and metal and plastic plates. Ease sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3 "and3W Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, ittc. . Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Man.villc Johns Manville Masonite. ;Max, Inc. Partck, Inc. Manufacturer. Dimensions (With Current NOA) GAF Materials Corp GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. GAF Materials Corp. Construction Pasteners Inc. NOA No: 03.1501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Ptgge7nf2t PAGE 07/25 Page 7 of 22 ,11/17/2003 10:42 3057518579 NET SatisFAXtion From: admir eifralor To: Vic APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gcarlok Plastic Plate 12. Glasfest Fastener 13. 14. 15. 16. 17. 18. 19. 20. 21. 22 . 23. 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 Tro Fast Plates Try-Fast Plates TABLE 3 Product Description Galvalumc hex stress plate. Polypropylene locking p1 ate. Insulation fastener for wood and steel. Galvalwnc stress plate. ABC SUPPLY CO Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre- assembled lnqulatioo fastener and plate Polypropylene plastic plate 3.5" round galvalume A7.,55 steel plate 3" round galvalume AZ50 steel, plate Insulation fastener for steel and wood decks 3" round galvalume A7_50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Data; 1111012002 Time; t 0:26:18 nat Dimensions 27/8 "x 3V " 3 "x3 1" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round Manufacturer (With Current NOA) Cons Fasteners Inc Construction Fasteners Inc. 1TW Bu.ildcx Corp. ITW Buildex Corp. ITW 13uildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. , Olympic Manufacturing Group, Inc. SFS /S tad ler 3" round SFS /Stadler 3" round SFS /Stadler The Tru -Fast Corp. 3" rowed The Tru -Fast Corp. 3" round The Tru -Fast Corp. NOA No 03- OS0j Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 8 of 21 PAGE 08/25 Pagel 9 or Z2 .11/17/2003 10:42 3057518579 NET SaOsFAXton From: adminsNrolor To; Vic EVIDENCE SUBMITTED: Test Asencv Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. FRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.T. 2B8A4.AM I.I.3B9Qt.AM J.I. ODOA8.AM J.z. 0D1A8.AM J.I.0Y9Q5.AM GAF -012 -02-02 GAF-020-02-01 02-005 02 -014 ABC SUPPLY CO 0a19; 11/10/2003 Timo: 10:26:16 /1M Description aqs Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA. 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21. PAGE 09/25 Page 9 of 22 .11/17/2003 10:42 3057518579 NET SaHrFAXKnn From: adminsitrator To: Mc APPROVED ASSEMBLIES Deck Type it: Wood, .insulated Deck Description: ' / or greater plywood or wood plank System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer (Table 2) Insulati o Fasteners Fastener (When applicable: Steel plate only °S, platiic plate only (Table 3) Density /ft' �P) ACFoatn -I, ENRGY 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, !MCA EnergyGuard Composite, EverGuard ISO, ISORoc, EaergyGnard R A, EncrgyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RccovcrBonrd, Wood Fiber, GAFTEMP® Fiberboard Minimum 1/2" thick N/A N/A Perltte, GAFTEMP® Permalite ®, Perralite Tapered, Paroc Minimum W thick N /A. NIA Fiberglas (Min. ,s / 1 4' thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in Cull mopping of approved hot asphalt within the EVT range and At a rate of 20-40 lbs/100 ft Please refer to Roofing Application Standard R.AS 117 for, insulation attachment. Insulation listed as base layer only shall be used only as bast layers with a second layer of approved tup layer insulation Installed as the final membrane substrate. Composite Insulation panels my be used us a tnp Layer placed with the polyisocynnuraate side facing down. GAF requires eftber a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAlcil.MPS PERMALITE or woad fiber overlay board an nil isocyonurnte appllcadons. Anchor sheet: GAFGLAS #80 Ultiman Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUAEROID® 20, RUl3EROID SBS Heat- WcldThr Smooth or RUT3FROID MIS Heat - Weld 25 base sheet • mechanically fastened as described below; Fastening Options: GAFGLAS© Ply 4 ®, GAPGLAS Plex Ply + 6, GAFGI,AS #75 Base Sheet or tiny of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. ai. the lap staggered and in two rows 12" o.c. in the field. (Maximum .Design Prtrrsure -45 psf, See General Limitation #7) ABC SUPPLY CO Dale: 11J111T2u0a Time: 10:20 :10 AM Page. 10 of 22 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 10 of 21 PAGE 10/25 11/17/2003 10:42 3057518579 NET SatieCAXtion From: admineilrator To: Vie GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply 44 6, GAFGLAS 075 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tee (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows arc equally spaced. approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45 psf, See General Limitation #7) GAFOL AS Flex Ply M 6, GAFGLAS #75 Rase Sheet or any of above Anchor shccts 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. ut the field, (Maximum Design Pressure - 52.5 psf, See Genera] Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAFFI E) #12 or #14 Screws and 3" Plates. 12" o_e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 60 psf, See General Limitation #7) Any of above Anchor shccts attached to deck approved annular ring shank. nails and 3" inverted Drill -Tcc (GAI - TITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the ficld. (Maximum Design Pressure - 60 psf, See General limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tcc (GAFfrfk) #12 or #14 Screws and 3" Plates, 8" o.c, in 4 rows. Onc 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 Imitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 U1tima Ultra Base Sheet, GAFGLAS STRATAVENT Eliminator Perforated, RUBEROID Modified Base Sheet, RUBEROII) Mop Smooth, RUI3EROID® 20 RUBEROID US Hear. -Weld Smooth or RUREROID Sl3S .Heat -Weld directly over the top Layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbsisq; (see General Limitation #4). Ply Sheet: Onc or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 fibs. /srl, Cap Sheet: (Optional) Onc ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EV1' range and at a rate of 2040 Ibs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing _ Bitumen with an application rate of 20 lbs. /sq with an application race of 1.5 gal /sq.; or GAP WEA rBER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAP Premium Fibered Aluminum Roof Coating (MatriA System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal /sq. 2. Asphalt floral coat at an application rate of 60 lbs. /sq. # 20%; plus gravel or slag with an application tate of 400 lbs. /sq. & 300 lbs. /sq.. respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 - 1.5 ga( /sq. Maximum Design Pressure: See Fastening above. ABC SUPPLY CO PAGE 11/25 Pale: 11/t0/2003 Time: 10:26:16 AM Page 11 0l 72 NOA No 03- 0501.05 Expiration Date: 1IJ04/08 Approval Date :10/23/03 Page 11 421 ,11/17/2003 10:42 3057518579 NET SolIsFAXlion From: adminailrator To Vic Deck Type II: Wood, Insulated Deck Description: 9 / " or greater . plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. or more layers of any of the following insulations. Insulation. for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density/Pi ACFoam -T, GAFTEMP® lsotherxu R, BMCA EnergyGuard, EnergyGuard RA Minimum l.3" thick 1, 2, 6. 9, 13, 14 & 21S 1 :3 f12 E'NRG'Y 2, GAFTEMP Isotherm RN Minimum 1.4" thick 1,2,65,9, 1.3, 14 &21S 1:3ft E'NRG'Y 2 Plus, GAFTEMP Composite N, BMCA, EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick 6S, 9, 18 & 21S 1:3 ft' Perlitc, GAFTEMP® PERMALITE® Minimum 3/4" chick IS(3.5 "), 6S, 9, 13, 14 & 1:2 11 21.S Fiberglas Minimum ts /, b " thick 1, 2, 6, 9, 12, 13, .l4 & 1:2.67 fts 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1 "thick 1, 2, 6, 13, 14 & 21S 1:4 ftz Note: Base layer shall he mechanically attached with fasteners and density described. Insulation panels listed are minimum sties and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fasstener density (Sec Roofing Application Standard. RAS 117 for fastening details). GAF requires either a ply of GAFCLAS STRATAVENT® Eliminator perforated laid dry or a layer of GAFTEMP® PERMA.LITE or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Density /ft Any of the insulations listed for Base Layer, above. N/A N/A High Density Wood Fiber, GAFTTMP® High Density Wiled Fiberboard, PERMALITE® Recover lioard Minimum ya" thick Paroc Min.inivan 3/4" thick Note: Optional top layer of insulation sball be adhered with approved asphalt within the EVT range and at a rate of 20- 401bs/100 [t Please refer to Roofing Application Standard RAS 117 for insulation attachment Composite insulation boards used as a top layer shall be installed with the polyisotyanuratc face down. ABC SUPPLY CO 0,Jo: 11(1182008 Trne: 10:29:19 AM Pnge 12 al 22 N/A N/A N/A N/A NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 12of21 PAGE 12/25 , 11/17/2003 10:42 3057518579 NET SatiaFAX6on From: admin3i rator To: Vic Base Sheet: (Optional) install one ply of GAFGLASGs1 #75, GAFGLAS #80 urroviAT?r1 Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAIIGLAS Flex Ply 6, GAFGLAS ® STRATAVENTO Eliminator Pcrforated(laid dry). RUBEROID Modified Ease Sheet, RUBEROTD Mop Smooth or RUEFROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Fly Sheet: Two qr mere plies of GAFGLAS® PLY 40, GAFGLAS FlexPly' 6 ply sheet, #80 Ultima, RUBEROTD Mop Smooth or RUBEROII) 20 adhered in a Bull mopping of approved asphalt applied within, the EVT range and at a rate of 20-40 lbs. /sq. (Sec specification number for appropriate number of plies). Cap Sheet: (Optional) One ply of' GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See GAF application instn:ctions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following:) I. GAF Special Rooting Bitumen with an Application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Fro Aluminum Roof Coating Fibered 301) with an application rate of 1-5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 Ibs. /sq. t 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or We..iatherCotc LOW -VOC applied at rate of 1 -1.5 gal /sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) ABC SUPPLY CO Date: 11/10(2009 Time; 1026:16 AM Page 13 of ez NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval. Date:10/23/03 Page 13 of 21 PAGE 13/25 J1/17/2003 10:42 3057518579 NET SatisFAXUon From: admfnsthator To: vc Deck Type 11: Wood, Insulated Deck Description: t9 i n " or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. M1 General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) lnsulatinn Fasteners Fastener (When applicable: Steel plate only =S, plate plate only =P) (Table 3) Density /ft ACFoam -t, GAFTEMP® Isotherm. R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, BMCA EnergyGuard, EnergyGuard RA Minimum 1.3" thick N/A N/A E'NRG'Y 2 Mitt. 1.4" thick N/A N/A ISORoc, E'NRG'Y 2 Plus, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5" thick N/A N/A Perlite, GAFTEMP® ,P1 RMALITE Minimum %" thick N/A N/A Fiberglas Minimum 15 / thick N/A N/A Wood Fiber, GAFTEMP® Fiberboard, GA TEMP High Density Fiberboard Minimum ]." thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or, wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Eastenerfs Fastener (When applicable: Steel plate only =S, platic plate only r=P) (Table 3) Density /ft ACFoam -I, GAFTEMP® Isotherm R, BMCA EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, 6, 9, 13, 14 & 21 S J:3 ft E'NRG'Y 2, GAFTEMP Isotherm RN Minimum i.4" thick 1,2,6S,9. 1 3,14 &21S 1:3ft E'NRG'Y 2 Plus, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick GS, 9, 18 & 21S 1:3 ft Penile, GAFTEMPGsl PERMALrJJ Minimum'/" thick ABC SUPPLY CO PAGE 14/25 Date! 11110/2009 T1me: 1 0:26:1011M Pail* 14 of 22 1S(3.5'), 6S, 9, 13, 14 & 1:2 ft 21S NOA, No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 14of21 11/17/2003 10:42 3057518579 NET Sw1sFAX6en From: adminslralor To: Vie Fiberglas Minimum 15 / 1 6' thick 1, 2.6, 9, 12. 13, 14 & 1. 2.67 ft= 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTE111P nigh Density Fiberboard Minimum 1" thick 1, 2, 6, 13, 14 &. 21S 1:4 Jtz Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Rooting Application Standard RAS 117 for insulation nttacbunent. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAF'FFMMPG0 PERMALITE or wood fiber overlay board on all isocyanuratc applications, Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLASA PLY 40, GAFGLAS Flex1'ly`" GAFGLASe STRATAVBNT® Eliminator Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID Mop Smooth or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 401bs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS PlexPIy 6 ply sheet, #80 Ultima, , RUBEROID Mop Smooth or RUBEROTD 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFOLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GA1? Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of L5 gal /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibercd Aluminum, Roof Coating (Matrix System. Pm Aluminum Roof Coating Fibercd 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application lute of 60 lbs. /sq. ± 20%; phis gravel or stag with an application rate of 400 lbs. /sq. & 300 lbslsq., respectively. 3. Top Coat Surface Seal S13 (Matrix 602 5/3 Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. Maximum Design Pressure: -45 psf; (See General Limitation #7) ABC SUPPLY CO Date: 11/1QJ7ooa Tmg: 10:26:16 AM Page 15 o122 NOA No: 03- 0501.05 Expiration Data 11J04/0S Approval Dote :10/23/03 Page 15 of 21 PAGE 15/25 ,11/17/2003 10:42 3057518579 NET Sai :CA)Oon Vmm: adminaihaior To: Vie Dap; 11/10/2003 Time: 10:28:10 AM Deck Type if; Deck Description: Wood, Insulated ABC SUPPLY CO 19 / or greater plywood or wood plank System Type D (1): Insulation and Base sheet simultaneously AU General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation. Layer Insulation Fasteners Fastener (Table 3)_ Density /fe AC/'oam-I,- E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEIVILP Isotherm RA, BMCA EncrgyGuard, BMCA EnergyGuard RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N loosely laid with firmly butted Joints. Minimum thickness, LY'. GAFFEMP Nigh Density Fiberboard, GAFTEMP Fiberboard, minimum thickness 1 ". Base Sheet: install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® STRATAVENT® Eliminator Perforated or RUBEROID® 20 base sheet applied over the loose Laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: GAFTITB #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 3 rows 1.2" o,e. One row is in the 2" side lap. The other rr,ws are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum. Design Pressure --45 psf, See General limitation #7) GAFTITE #12 or #14 Screws and 3" Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) GAFTIT1. #12 or #14 Screws and 3" Plates in 4 rows 12" o_c. One row is in the 2" side tap. The other rows are equally spaced approxitnatoly 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Ply Sheet: One or more plies GAPOLAS PLY 4 ®, OAPGLAS® PLY 6® Ply, GAFGLAS FlexPiy 6 sheet, #80 Ultima or RUBSROJJ) 20adtered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFOLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.lsq. Surfacing: • (Regni.red if no cap sheet is used) Install one of the following: GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAP WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of'3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date :10 /23/03 Page 16 of 21 PAGE 16/25 Pape 18 of Z7 11/17/2003 10:42 3057518579 ABC SUPPLY CO NET Sa%sFAX%on From; adminsitrator To: Vie Maximum Design Pressure: See Pastening Above Diio: 11110/21203 Time: 10:26:18 AM Page 17 of 22 Asphalt flood coat at ae application rate of 60- lbs./sq. t 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 Jbsfsq., respectively. Top Coat Surface Seal SB (Matrix 602 S1 Coating), Top Cont MB Plus (Matrix 715 MB Coating). GAF WeatherCote or WeatherCote LOW-VOC applied at.ratc of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 17 of 21 PAGE 17/25 11/17/2003 10:42 3057518579 NET SatisFA)ftion Rom: admIntarater Ta: vie Dcck Type 1 Deck Description: Wood, Non - insulated ABC SUPPLY CO 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. AU General and System. Limitations shall apply. Dale: 11!10(2009 Miner 10:28:16 AM Page 19 of 22 Base sheet: GAFGLAS #80 Ultitnaml Base Sheet, STRATAVENT® Eliminator Perforated Naitable, RUBEROID Modified Base Sheet, IZUBEROID® 20, RUDEROID SBS Heat- WetdTM Smooth or R(JREROTT) SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFC.1LAS® Ply 4 ®, 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 lap staggered and in two rows . 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) OAFGLASA Ply 4 ®, GAFGLAS Flex Plyj 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 thc field of the sheet. (Maximum Design Pressure -45 pcf, See General Limitation #7) GAFGLAS Flex PIyTM 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 psi, See General. Limitation #7) GAFGLAS #75 Base Sheet of any of above Base sheets attached to deck with Drill -Tee (GAFTTTE) #12 or Screws and 3" Plates, 12" o.c. in 4 rows. One row is its 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 -Tee (GAFiTIZ) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows, One row is in thc 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) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAPOLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUDEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 18 of 21 PAGE 18/25 11/17/2003 10:42 3057518579 NET Sali9FAXGon From: admin,itrator To: Mc Surfacing: Maximum Design Pressure: Sce Fastening Above ABC SUPPLY CO PAGE 19/25 Damn: 11/10(2002 Tim *: 10:26:16 AM Pap; 19 01 22 (Required if no cap sheet is used Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs.lsq with an application rate of 1.5 galisq.; or GAF WEATHER COAT® Butulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galisq.; or GAF Premium Pibcrcd Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibored 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 601bs. /sq. ± 20%; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA lain: 03- 0501.05 Expiration Date: 11/04/08 Approval Dabc:10%13/03 Page 19 of 21 Membrane Type: .beck Type 1: Dock Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet.: Matiantuir Design Pressure: Matximinn Slope: BUR Wood, Non - insulated /32' or greater plywood or wood plank Tile Underlayment, Base Sheet mechanically attached. GATGLAS® #80I.litiman' Base Sheet, RUBBROTT)® 70 or Tile - -Mate Base Sheet applied with a minimum 2" side lap and a minimum f "end lap. Base sheet may he applied at aright angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of G" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY4® Ply, GAFC;l..AS FlexPlyM 6 sheet, GAFGLAS #1101iltimaTM,.RUBER.01D MOP Smooth or R.UI3l KUlf.m.0 20 adhered in a full mopping of approved asphalt. applied within •hc: TNT ran ;,e and at a ram of 20 -40 lbs. /sq. One ply RUl3EROID® MOP, RUBEROID® MOP PLUS or Tiie- Marc. Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhc.recl in a full mopping of Type TV asphalt applied within the BVT range and at a race of 20-40 lbs. /sq. Membrane shall be backnailed to deck widi approved a►rne ►lair ring shank nails and tin caps in accordance to applicable.: Building Code. No nails or tin caps chalk he exposed Membrane may also be installed parallel to the slope of the roof (i .e.. strapping)- If membrane,, is strapped, then anchor sheet and lily sheet must also 1 r. strapped. Rrfer t) the manufacturer's NO. A. Must Comply tivith Roofing Application Standard RAS .l. i; , .RAS 11), RAS 120 and applicable :Building: Code. 1\10A N:): 03-0501.05 1. Np/rartan t)ate :.i i /04/0/1 Approvni T>a1t2 :1t) /2',)03 Page 20 of 2) M STATEMENT DATE Sep S, 2003 MAXIMUM 11114 - Consolidated Statement of Accounts BV TAGE BANKING - Account No. 49- 030 -612 I R; Souti�rustBank % Page 11 of 12 w, j ,11/17/2003 11:42 3057518579 ABC SUPPLY CO PAGE 02/03 WOOD DECK SYSTEM LiMI'PATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fiistcned base or anchor sheet. 2. Minimum'/" Dens Deck or r/z Type X gypsum board is acceptable to he installed directly over the wood deck. G ENERAL 1.,IMITA TIONS I. 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 Fill mopping; of l a prcwea asphalt applied \ ithin the l'.4r°f aru'g . anet at a rate; r• 20_� !, t 1. � r �> F ... ! l t.. 'rj., r :r attached using the fastening pattern of the top Layer 3. All standard panel sizes are acceptable for mechanical attachment_ When applied in approved asphalt, patrol size shall he 4'x 4'rraxi.rrmm. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations whorl I.he base sheet is fully mopped. if no recovery board is used the hasc sheet shall he 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. continnous area of ventilation. Encircling of the strips is trot acce.pt:ahlc. A (" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be ai a minimum rate of 12 lhs. /sq. Note: Spot attached systcrr►s shall be limited to a maximum design pressure of -4S psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic; Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. 11 the fastener wine, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. G. Fastener spacing for mechanical attachment of anchor. /base. sheet or membrane attachment is based on a rnininrunr 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 Officiai, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered F.oc'f Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance vehw taken from T e.sting A.pptication St TAS 105 and calculations in compliance with Roofing Application Standard RA.S 117. !. Perimeter and corner areas shall comply with the enhanced ulprlift pressure requirements of these areas. .Fastener densities shall be increased for bode insulation. and ha: c sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is speritica ly referred within thris NOA, General Limitation #9 will not he srpplicnhle) i� .Ali attachment and Sizing of perimeter milers, metal profile, and /rnr dashing feiTnination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum dcsignxi pressure limitation hated shall be. applicable to all roof pressme zones fi.c. field.. pe riiii tas, and r orners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fast•ning nl r•f1banced pe:sst,1rc zones (i.e. perimeters, extended corners and corners). (WVhen this limitation is specifically referred within this N04, General Lintitrrticn f#7 will trot he applicable!.) .10. All products listed 1 shall have a quality assurance audit in occcrdance with the:Fiorid.a Building (v h:' ;nid Ruh,. 9T3_ 72. of Florida Administrative ,f the T'.rriilr; Ar.naintstratiYrr; FIND OP Tit:US ACCEPT,, l; 1 Nu: 03.0501.115 ii_xpiraiir,n Fmt.e: 1 1 /04[O A ppr•ovsl Dat v:10/23/03 Page. 2 2t t 1 11/17/2003 11:42 3057518579 HP OfficeJet Roofing Systems CTGFU)— Con.trnued Personiil4tnteniFatA €fiery be used in any of the following stems. • "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas P131 6 ". 1. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite • insulation in any of the following NC Classifications. toasts A,is and t Hot roofing asphalt, for use with organic and glass felts or modified bitumen Identification Result Pages "Kuberoid Heat Weld" SBS roofing mernbraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A Error 02 1. Deck: C -13/32 Incdiani page 1 Insulation (Optional): One or more layers perlite, wood fiber, glass nber, isocyanurate. urethane, pe-rute /isocyanurate composite, perttte 7.4.0 urethane composite, wood 5berlisocvanurate composite, phenolic, any thickness. Plv Sheet Three or more lavers Tape Gl "GAFGLAS Phi 4 " OT "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C- 15;32 incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber. glass fiber. isocyanurate, urethane. perlite; isocyanura.e composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 01 "CAFCI.AS Ply 4" nr "GAFGLAS Ply; 6 ". Cap Sheet: One layer Type 03 "GAFGLAS Mineral Surfaced - Cap Sheet" 3. Deck: NC Incline: 2 Insulation (Optional): One OT more layers perlite., wood fiber, glass fiber, isocyanurate, urethane, perliteiisocranurate composite, perlite% urethane composite, wood fiber isocyanurate composite, phenolic. 2 in. max. Ply Sheet: Two or more lavers Type 01 "GAFGLAS Piv 4" OT "GAF- 1 1. GLAS Ply 6" Cap Sheet: One layer Type 03 "GAFGLAS Mineral Surfaced Cap Sheet'. 4. Deck; NC incline: 1/2 Insulation: One or two lavers "Isotherm R ". 4 in max, hot mopped. Ply Sheet Any t l_ Classified gravel surfaced Class A asphalt glass fiber rnat system. Deck: C -1. 5/32 Incline: 1 Slip Sheet (Optional): Red rosin paper. nailed to deck. Base Sheet: One layer of Type 02 "GAFGLAS 475 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Tvpe 0! "GAFGLAS 1.w 4" Or GAFGLAS Plv 6 ". Cap Sheet. One laver of Type 0 -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet One Layer of Type 02 "GAFGLAS 1175 Base Sheet ". Ply Sheet: One or more layers of Type C;i "GAFGLAS Ply 4" or GAFC,i_AS Ply 6 ". Cap Sheet: One layer of Type 0- "CAFGLAS Mineral Surfaced Cap Sheet 7. Deck: C-13;32 incline: 2 Insulation.: Ooe 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 G1. G2 nr 03. Membrane: One or more layers of " Ruberoid Tordi" (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 /reline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ +uethsne composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet. Two or more layers of Type 02 or 03. Ply Sheet (Option One or more layers of Type 01. 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). S. 2. 1. 2. 3. RODUCT 4. LOOK FOR 'TME U1, MARK ON ABC SUPPLY CO PAGE 03/03 HOOF G MATERIAL; (TEVT) Roofin S vtR Gg ?l . trc or Cap Sheet: "GAFGLAS Miehaeka'tlb3fheet'", hot mopped Class 1.3 Deck: C-15/32 Sen_10_( 'cnI1* AM insulation (Optionah: AMT. more ayers liO perk e, wond fiber. glass fiber icnn.an i, r rill +nftcr 7 .nn,lra fn u,yrpei +e re.oe! urethane composite, wond f composite, phenolic. any beet: � t mo a f re e ate rs o{ iype [� l l l a � OStie or "GAFGLAS Ph- 6" A 1} Rt iftbdet: Seep -051 - (0044241* MinOOt65r44ed cloomeo4 1 7 mopped. Deck: 0-13/ 32 Incline: 3-1;2 rye,•fa+inq (Optional): 0,er e, ,, left layer p.- .I:tr.. fiber. isocyanurate, urethane,. perlite. /isocyanurate composite. perlite ruethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more lavers of Type 01, 0,2 or Ga. 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 mo,:peel. Class C Deck: C -15132 Incline: 1/2 Insulation (Optional): One or more lavers perlite, wood fiber, glass fiber. isocyanurate, urethane. perlite; isocyanurate cnrnposite, perlite/ urethane composite, wond fiber / isocyanurate cnm pn s ile. phenolic. any thickness. Ply Sheet: Three: or more lavers of 'Tape 01 " GAFGi_AS Ply '1" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitr,tmen" 201bs /sT. COAL TAIL. FELT SYSTEM S W1.9TI1 HOT ROOFING COAL TAR Cla59 A Deck: 0-15/32 Incline. 1/2 lusulal "ton (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate. urethane. perlite /iso,4yanurate composite, p% urethane composite, wood fiber/ isocvantarate composite phenolic, am erlite • thickness. Ply Sheet: Three or more lavers of Tyre (:1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coa), tar bitumen. Surfacing: Gravel. COMBINATION HOT ANi) COi_D SYSTEMS Class .A Deck: NC Class 2 173 insulation (Optional); One or more layer' perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three ar more lavers of '1 'pe G1 "GAFGLAS Plv 4" or "GAFGLAS Plv 6 ". Surfacing: Grundy .industries "al MB Aluminum Roof Coating" at 1-1/2 gal /sp Deck: NC incline: 1 Insulation (Optional): One or more layers ,1arlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanura composite, perlirs:/ urethane composite, wood titer /istx:vanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 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- ' Deck; NC Incline: 2 Insulation (Optional): isocyanurate, perlite, isocyanurate/composite, wood fiber and glass fiber, any thickness, mechanically fastened. Rase Sheet One ply 'Type 01 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type 0) or 02, adhered with hot moflng asphalt. Su acing: '"GAY Premium Fibered Aluminum Roof Coating", 1 -1 /2 gal'sq or "GAF Weather Coat Emulsion ", 3 galisq. Dec - NC Incline: 1 Insulation (Optional): perlite, glass • fiber, polyisocyantcrate, wood fiber, mechanically fastened, any thickness. 7 PRODUCT CONTROL NOTICE OF ACCEPTANCE Pnlyfti:trtt Products, Inc. 2400 Spring- Stucbncr Ro :ttl Spring ,TX 7 7383 -1132 Your application for Notice of Acceptance (NOA) oC: Two Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate. Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dude County Building Code Compliance Office (BCCO) under thc conditions spcci(Sed herein. T his NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner. BCCO may revoke;'modify, or suspend the use of such product or material immediately. BCCO rrscrve7 the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet thc requirements of the South Florida B uilding Code. ,%I'I°ROVF D: O4/14/200 t 1e 10150001 1pc10001ltempilte:lnotlee seecponco eo.v page.dot 11, 1crnet (nail add ress: postmaster (a3huildint;cor)co,Illne.can Inn • 'Nara • ernnnnu 1 r710117 l„ 1 The expense of such testing will be incurred by the manttlacttfrcr. ACCEPTANCE N0_: 0I- 057 EXPIRES: 05L1On006 MlAM(.DADE COUNTY. FLORIDA METRO -DADE rLAGLER t3UILO(NQ nI1LAING CODE CQI►IrLt,tNCE OFFICE Mtertko -DA01; r).r1GI.r:a 13 WI, DING I4I wrsr rLAGLER STR1i0'. SUITii 1 r,o) Mrnn.11. FL(7o)m\ 331J0 -1543 (305) 3 -2001 FAX (305) 3 -290x COYrn,tCTOR 1.1( s Ern o (305)375 - FAN (3051 375-255X CONfl•ti,\ E:2 I:onc) qI Yr 1)IvaS10N (J l'AX (305) 37S•290 I•ItODUCI' CONTROL DlVt5ION ( 2902I',X (305) 372 -6)39 Rnul Rodriguri Chief Control Division TI•i1:=. 1S Ti•tf•, COVERSt•IEET SrI: ADD TIONAE 1 >ACI; S FOR S1'ECIFi AND GENERAL CONDITIONS f1UlLDiNG CODE $c PRODUCT REVTE\V COMM1TT1E This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Iorth above. Francisco.). J. Quintana, R.A. Director ivli : -D :Idc Comity Building Code Compli :once Oi(ice Hotncrsal;c: http:/ hww,r.l)uildingcodeonlinc.coat L n r Hi II. .-v • es.. . Nr • es n . r n • - ., ennr71 Pray rowm Products, fnc. RQ4ill'sl, ASSEMBLY APPROVAL C :t4ezn Roofing Sub- RoofTiI Adhesive Approval D+te:.Jun 14 Expiration Date: May 10, 2006 Materials: 1. SCOPE This approves Polypru® A11160 as manufactured by l'olyfoam Products, Inc as described in Section 2 of this Notice'ofAcceptance. For the locations where the design pressure requirements, as determined by applicable building code. does not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved tlat, low, and high profile roof tiles system using Polypro® Ali 160. Where the attachment` calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test •Applicant Dimcnsrinns Stteeifications Palypro® AI -1160 N/A PA 101 Foam pro® RTF1000 Polyurethane N/A ProPacktID 30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roor Assembly laving a current NOA which list uplift resistance values with the use of Polypro Al 1 160 roortile adhesive. 2 . 2 Typical Physical Properties: Prn2crty Test Density ASTM 0 1622 Compressive ASTM D 1621 S Tensile Strength ASTM 0 1623 Water Absorption ASTM 0 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability •'ITT ' f T'sn RnV r rnvn TT ACCEPTANCE No.: 01- 0521.02 Resit 1ts 1.6 lbs.11.' 18 PSI Parallel to risc 12 PSI Perpendicular to rise 28 PST Parallel to rise 0.08 LbsJFt 3.1 Perm / Inch x.07% VoIu Change @ -40 F.. 2 weeks +(.0% Volume Cltnm n t tumidity. 2 weeks Frank 7trloaga, RRC Product Control Examiner Product Desert tiwn Two component polyurethane Dispensing Equipment Dispensing Equipment t'olvfoartl Products, inc. ACCEPTANCE No. : 01- 0521.02 Note: ,The physical properties listed above are presented as typical nverage values as determined by accepted ASTM test methods and are subject to normal manufacturing varintion- 3. LIMITATIONS 3.1 Fire classification is not part ol'this acceptance. Refer to the Prepared hoof Tile Assembly for lire rating, 3.2 PolyproG A14160 shalt solely be used with flat, low, & high tile proites. 3.3 Minimum underlaymcnts shall be in compliance with the Rooting Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A1 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two padd placement with the use of Polypro© Al - 1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. (1_ w F'— 2 - INSTALLATION 4.1 Polypro® AHI60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® Al 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI.1160 shall provide sufficient attachment resistance, expressed as an uplifl based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® At-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A14160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foantpro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 015 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI -1160 shall be applied with Foatnpro RTF1000 or ProPackG 30 & 100 dispensing equipment only. 4,7 Polypro® Al•I160 shall not be exposed permanently to sunli 3 • "WY • e v' n /Tn u , raves • v•-•,,, t MS Frank Zuloaga, RRC Product Control examiner •Yes• n•n Lno. ter•. •n cnn rat Polyfoam Products, Inc. 48 ACCEPTANCE No. 0(. 0521.02 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® A1•1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile require the specific placement noted herein. TileProf1c Fbt. Low, 1-tigh Profiles High Profile (2 Piece Barrel) Flu. Low. High Profiles Flat, Low, High Profiles Table t: Adhesive PI/Icemen( For Each Gcneric Tito Profile Placement Detail f!1 Single faddy Weight Min. (grains) 35 17 /side on cap and 34/ an 24 Two Paddy Weight per paddy Miit. ( rams N/A # 1 N/A N/A a 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6.. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 •r..n •t.- ......... r ..v, .•••• • Frank Zuloaga, RIZC Product Control Examiner con 2t Polyfoom Product Inc. ADHESIVE PLACEMENT DETAIL SINGLE PATTY • 1.17 • n .••far. ^S. • •••n ._tin • ACCEPTANCE No_ : O1- 0521.02 dpdonalliCs la amp "- 1 ) place tnbOh e/U11w le Wk.e IT b U man 111 IWe1 In con= "(Art, pn IBe )1 Turn teen apa1co /e.n. place Wanks 112 Mtn hull maul.. 1& Un4W1y.at 051* 117 nt1a911 pla0t tcnent Aurae. I Palm due uW Lean vor OIe. cAot b wood corns of wilts. Enwn saw yid al eb1 lb orm• tlltl 1R NIA* as.s ENs Haan *AM thwaj WI•phd• pesc4 Bo Frank Zuloaga, ItRC Product Control Examiner Qiuonal ve nuup IMnat on kwidnakul .Cpq d la) Shunting / n n fat f olvtoim Products 1es, • Naq INOVgh plostk cem Paddy (etneolh Ti j W11 through pluoe omen Undahjmeni 7 In.% "N‘lit 7 In. Ent Count Era Conn ADHHHES[VE PLACEMENT DETAIL 2 SINGLE' PATTY 6 ' 14 • CY/,A/rt %J TaVA.r7"n , ACCEPTANCE No. : 0 1- 0521.02 Frank Zolooga, RRC Product. Courrol L'xamincr pcar (BeM tM r1.1 • nn Pohl° nsn Products_ Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY nall through olaille cement Paddy (between hie) Parley (under the) Silk paddy under la Sln9lo paddy on WRAP leynsent Single paddy cm top a( we in, X In. medium Mae paddy tare Fascia course only aII through pia elle cement 1 -•-r - in.s 31n. She paddy On under1aythen1 Ease count ln Malt through pLas.he corners% Undertayrnen1 a In. Single paddy on under- laymen1 Singlo paddy rider Single paddy on top of II, — Faye Course Single paddy n lop or Me an Degree 7 ""IVT C I rrrIVJ WWI ACCEPTANCE No. : 01-0521.02 Single paddy Datil ten We Eivt Closure 2 lit r 7 le. modiuni site paddy ern eosins only Fascia rrank Zuloaga. RAC Product Control Examiner Ingle paddy under Me Srala paddy between the 2 ln. 7 In. rnadium it paddy 11w0 cunt a Fascia WatPhole Ern enure Drip edge Mole 8 3JHd 11i101 sole PolYfo;ttu Products, Inc. 6 0 0 hill I . Renewal of thi3 Acceptance (approval) shall be considered oiler a renew. application has ben tiled r - and the original submitted documents, including test - supporting data, engineering documents. arc no older than eight (8) pairs. 2. Any and all approved products shall be permanently labeled with the ❑ anulacturer's name. city, state, and the following statement: "Miami-Dade County Product Control Approval ", or as spccifcally stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if: a. Then: has been a change in the South Florida Ouildirtg Code affecting thc evaluation of this product and du product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation edit: product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and/or manufacture of tho product or process shall automatically bc cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate ice) granted by this office. 5. Arty of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory perfornuncc of this product or process. b. Misusc of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice; of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7, A copy of this Acceptance as well as approved drawinss and other documents, where it applies, shall bc provided to tho user by thc manufacturer or its distributors and shall be available For inspection at the job site at all time. The engineer need not reseal thc copies. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptanco. 9. This Notice of Acceptance consists oF pages 1 through 3. END OF T11I5 ACCEPTANCE 8 •cr- ,nrtnvs mvnJ? -+n] ACCEPTANCE No. : 01- 0521.02 Frank Luloaga, (MC Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date D Job Address 7g0 Tax Folio Legal Description Historically Designated: Yes No ' Owner/Lessee / Tenant -. AA h Le Co #t'tC - )Cpl-( Master Permit # Owners Address `7 (- / Phone 30S Contracting Co. ..r1 c o - 0 ` . ) 1 h i C— Address / /( (0 6 1- Qualifier 7D )GI 7a -cog SS# Phone3a 7v r 9 19° 2 State # ('j CL c 7 7 1 .1 so Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BU I DING ELECTRICAL PLUMBING MECHANICAL, ROOFIN9 PAVING FENCE SIGN • WORK DESCRIPTION 0 !�%�,Co,�' �v 2 �C. 4-17 t7 ( GE Ic R�E9 tiM9 11.0 • ,s 11 S—cQ - h GO" (,I -N-C -K Le7hdao 1// Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING; SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to My Commission Expires: FEES: PE RADON Signature Contractor or Owner - Builder r N6tary as to Contractor ohOwner- Builder My Commission Expires: OFFI EYS GLADYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA � COMMISSION NO. CC7t4I03 MY COMMISSION EXP. MAR. 1,20112 1 C.C.F. 1 6° NOTARY 3 - BOND 1 1/ 1 01/C6 Date Date APPROVED: TOTAL DUE Zoning Building ' + ` Y Electrical Mechanical Plumbing Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) 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 explained. �'° 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 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. "14 2. RenaiIing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (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 (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner 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 SFBC provides the option of maintaining this appearance. 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. 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 Chapter 23 of the SFBC. 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 Signature Signature 7`/°7" Date Contractor's Signature Contractor's Name: b'l ROOF CATEGORY • ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar-Set THe) * ❑ (abaft /Fiberglas Shingfes) ❑ ( Metal RoofslWood Shingles SG Sbakks) ❑ (Ocher) ROOF TYPE, ❑ New Roof ❑ Re- roofing ❑ Recovering TYPE, ❑ MaintPnnnce Flat Roof Area (if) Sloped Roof Area (ft) Total (ft') Mast= Permit No. E, s gory (per ASCE 7 -83): Building CIani6zation dory (per ASCE 7-88 table I): Ft. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as seeded) 1 W Dedt typ ATTACHMENT Ft Fastener Type: SPACING Field: Perimeter: Corner. DETAIL 1 & 2 'Includes Mortar and Adhesive SetTile Appendix "E" UNIFORM ROOFING PERMIT APPLICATION dt Z)C /Nr� Job Address: 7 (/q Page - I PROCESS No. ROOF PLAN - - -- ---------------- Application is hereby erode 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. Owner's Name and Address .. C 4 -� /•� — No Street-Z. �..1 Registered Architect and /or Engineer. Name and address of licensed contractor._. Z-4 - l% ".e Location and legal description of lot to be built on: Lot Block Subdivision _ Street and Number where work is to be done. % , / - J State 'ork to be done a d purpose of building (by fl rs) Permit No.. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 4 Date Date. and for no other purpose. New Building Remodeling Addition Repairs To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $. /2(J Amount of Permit & Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Mfaximum 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su• ; j y • a, ors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks. -. (Signed)... - sG%l 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 he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are true. Buildirid1hspcctor PLAN ING BOARD Chairman Member Member ...... Council Approved Date Read, Sworn to and Subscribed before me. tttt•trIt,t11Vr,” T. !._ - 7"0" - L No. of Stories ( Notary Public, State of Florida My Commission Expires • to me well known, DATE Member Member Member 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 Board. A re- inspection fee of $1.00 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 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. 1 " , � Date � / /� Owner's Name and Address / tic (.4 a c L 4 r o o f (D w/ C' 4 No / Y tr 9 / /� Street % r 74 Registered Architect and/or Engineer , / Name and address of licensed contractor 0 "F /�i y� Location and legal description of lot to be tuilt on: Lot P3 4 / 3 Block 67 Subdivision et and Number where work is to be done 7 ` � `/ /1/ / S � /7 to re work to be done and purpose of building by floors). state exterior colors (submit samples) C ei o and for no other purpose New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering timated Total cost of improvements $ 4 / 6 Amount of Permit $ 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 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 agrees to employ only such subcontractors. on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signe 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. Permit No. Disapproved (Signed) Building Inspector % . Date Date Read. Sworn to and Subscribed before me. /7( of S 4 �� //� v T eJJie - IA/4 Notary Public. State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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.