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1217 NE 100 St (17)MIAMI SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION 4 ‘_= TIME READY REMARKS: or ( INSPECTOR DATE N9 5078 Date — Time Type Insp' n 1 i P 1 0 Permit No. Name E � (XI) - Address c n NE__ `W Company (( `'ki\-e t Phone # I For Inspector: I ', 1 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil.ing Inspection Request Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES V;LLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 6A ^' Type Insp'n + I no 1 R Permit N o. 1 W 0003 - g GS P Name 1C" --5C Address d— T N 130 5 Company Phone # 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company �p q Phone # o 4' 77 (S yt)_ ! Inspection Date / ) / 0 y Approved ll( CCC Correction (1 Re- Insp'n Fee ❑ Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 'Fir for- LI 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 l 50 75 100 Owner's Name Job Address Roofing Contractor: Type of Tile: U.S. SOUTH Engineering & Testing Lab., Inc. 60167th Street, Suite B -23 • Miami Lakes, Florida 3301565 N.W. Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 ` Project ,N0 4902 SITE SPECIFIC INFORMATION ro P6O LL Permit # 13? 2-4'03 ._19 b KA.te coo l Date Installed: 1'' 12 "® 4 Approximate Roof Height: ( feet Roof Pitch: ' 2 . Type of Access to Roof: Scaffolds Other Approximate Square Footage of Roof 3 «QQ ft2 Ladder Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested l — Z® - - 4 IN ACCORDANCE WIT HE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTRO EST. THIS R ' • ' UBMITTED BY: 7 P.E. Civil Engineer: Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 TEST RESULTS P = PASS, F = FAIL ¢( l51> / - PRINTED BY: UNIQUE GRAPHICS: 954-064.9923 FAX: 954-484-9967 NOTES SKETCH OF ROOF 1 t- tv® 'Nt • � k o p tFl JOB SHEET NO pp � r2 " - OF 1- CONTRACTOR U)V-'e ` `�' ' Z / CHECKED BY SCALE DATE URA l M I E� i�1A11 MOM Rffiremii 1.1qpir sm k. ea i° ,d c �� ILA t; A_k'm rr Miami Shores Village 10050 NE 2nd Avenue Printed: 12 /29/2003 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132050090631 Signed: (INSPECTOR) Building Permit Phone: 305- 795 -2204 Permit Number: BP2003 -1965 Applicant: ALBERT & KRISTINE ANDERSON Owner: ANDERSON ALBERT & KRISTINE JOB ADDRESS: 1217 NE 100 Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: 5 53 42 EARLETON SHORES PB 43 -80 LOT 2 BLK 5 LOT SIZE Fees: Description Amount FEE2003 -8634 Building Fee $325.00 FEE2003 -8635 CCF $8.40 FEE2003 -8636 Notary Fee $5.00 FEE2003 -8637 Training and Education Fee $2.80 FEE2003 -8638 Technology Fee $8.13 FEE2003 -8639 Scanning Fee $6.00 Total Fees: $355.33 Total Fees: $,.33 Total Receipts: $0.00 3O5 ) Permit Status: APPROVED Permit Expiration: 6/16/2004 Construction Value: $13,200.00 Work: RE -ROOF COLOR THRU C 3 J DEC 2 9 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: MECHANICAL INSPECTION TYPE "SPECIOR DATE Undgr A/C Pipe Slab condensate Slab Jenn -Aire Rough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test Tin Cap FINAL STRUCTURAL INSPECTION TYPE * SPECTOR DATE Footing Columns / Poured Cells Tie Beam Rake Beam 2nd Floor Slab 2nd Floor Columns 2nd Floor Tie Beam Roof Sheating Wall Sheathing Floor Sheating Truss, Roof Truss, Floor Store Front Buck Lath Window Installation Door Installation Tin Cap Mop in Progress Tile in Progress PLUMBING INSPECTION TYPE NSPECIOR DATE Ground Rough Top Out 2nd Floor Rough 3rd Floor Rough Condensate Dralnfield Suppression Test Septic Sewer Water Service L PTank Gas Rough Gas Final Irrigation Int: Ext: Well Interceptor Pressure Test Fire Sprinkler Final Pool Maindrain Pool Piping FINAL NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL INSPECTION TYPE Shingle in Progress Framing Insulation Drywall Sidewalk Driveway Form / Rock Storm Shutter Anchors Storm Shutter Final Patio / Deck Final Fence Final Pool Steel Pool / Patio Deck Screen Enci Final Pool Final Roof Final NEWMA R DATE FINAL INSPECTION RECORD r s. Y) ELECTRICAL INSPECTION TYPE Temporary Pole Footer Grounding Slab Service Rough B. Alarm Prewire T.V. Prewire Intercom Prewire Phone Prewire B. Alarm Final T.V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab NSPECIOR DATE FINAL FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 OWNER 11WLI3d ONId3AOO 3AII33101:1d HIIM wawa d0 33VA NO CONTRACTOR aado NO a3ldalaNl SY DNINOV8 al N]ISY I a0 83N31SVd H11M dVld N33l0SIA ao 30031 3AI13310dd ,.8x..1 .9 ' XVW .b ' NIW ..81 3aYW 38 11IM NOI1O3dSNI ON HO Sa0H13W ONIMO11O1 3141 AO 3N0 A8 80r 3H1 AO 1NOHJ 3141 NO aAAvidsIa 38 1Sf IN aHVO 111N1:13d SIH1 DISPLAY THIS CARD ON FRONT OF JOB 1 1 NOI1V1:113N3d I 1 .681 NIW 1 i 1 1 MIAMI SHORES VILLAGE u 1 '08 0NI1OV8 ..81 x .21 'NM BUILDING PERMIT PERMIT # e303 �, /9'" DATE DM 2 2 2003 O A , t'ciets O A/ ADDRESS L2 / • /00 A S T / C4c4.,A /f PL PERMIT TYPE A �� .54 "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NOTICE OF COMMENCEMENT A RECORDED COPY MUST EE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION PERMIT NO TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance wtth Chapter 713. Florida Statutes, the following Information is provided in this Notice of Cornmencemerit . • 1, a4o - description o .1, e ddress: 1 %&e -r 2. Description of Improvement: Name and address of fee simple titleholder. Name and address: Amount of bond $ 6. Lender's name and address: dlfferen spegifled) 41 / Notary Public Print Notary's N My commission expires 1234142 MOC4 Adag - wa. e 5 tractor's name and address: A \OY'A� , 331 b3 5. Surety: (Payment bond required by owner from --- .r►,._ Rawl COUNTY OF DADE Z iDA, or the FY that this ,s a true (' mmiccinn iinn2 1984 -• q Expires: Jul 13, 2007 =�v� ... • hru Atlantic Bonding T Co., Inc Prepared by 1111111111111111111111111111111111111 11111111 CFN 2003R0923947 OR Bk 21902 Ps 2589; (1P9) RECORDED 12/15/2003 11.33.39 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Q VVI 3. Owner(s name and address: , � , - L e r6orN k 1' 1 wfri 0 C - • IMt Sho rts EL 3 133 Interest in property: o w h-e r s or othe • oc ents may be served as 7. Persons within the state of Florida designated by Owner_u provided by Section 713.13(1)(a)7.. Florida Statutes; Name and address: 8.Jn addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Signet re of Owner ( ,( . Print Owner's Name `1 %� 1 • -f1rYy .,.,C f� Sworn to and subs •ed before me this Address: P. BUILDING ; PERMI AP' WCATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address lair 1 Y E t � Cit ) (,l►qJ� � .� �o � State Contractor's Company Name G�V AX y . I Contractor's Address P, 0 c O 1\ J D State I c L.- City Qualifier VA $ Value of Work For this Permit Notary $ (Continued on opposite side) Miami Shores Village Building Department Total Fee Now Due $ 3 o5 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 p ESo f-vdersoN Phone# 305 100 Tenant/Lessee Name Phone # Job Address (where the work is being done) log-( ! NL 10 0 City Miami Shores Village County Miam -D e Zip r 6 36 Is Building Historically Designated YES NO �/ Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition Alteration DNew Repair/Replace Demolition Describe Work: �Qr U ' t - � ! S+I r \ le r0 yep I44C ' i#t I k a. rk Ptt/ e c�1 6 U I�;r kro -- w i d �✓ h s I (Air • y (ore Submittal Fee $50 •■. 0 .Permit Fee $ 3 Electrical Plumbing Mechanical «oorv_Ph * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 5 Scanning $ 4— Radon $ --- Code Enforcement $ Training/Education Fee $ Permit No. d Pa'C6J lc 75 Master Permit No. ' Zip 33 13 g 30S r75LFQ, i l Zip 33153 Square Footage Of Work: iii ,��,� 3150 CCF $ Technology Fee $ Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conunenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I II 24 , Signature Owner or Agent Contractor The fore oing instrument was acknowledged before e this The foregoing instrument was ackno edge before me thi day of 20 03 by N cl JC. I 60n , day oft,! t , 2 by `'tc who is personally known to me or who has produced ESL who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: Chc 10/14/03 As identification and who did take an oath. APPLICATION APPROVED BY: NOTARY P bel ,Vargas 4 Q�Q Expires Jul 113,, 2007 of i∎St #■ Atlantic BondingCo., Inc. Si Prtht: My ComiS xp m res: 6 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *****************************************************************,,********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEC 2 2 2003 Plans Examiner Engineer Zoning r "regragrinsum • M a , 411, • • nu• wu4 Lim fttlm ; , • _, m cal am au 4 ea L. L. WV • __.: - 1. 4 Oriojf1111 . , 1 f pm ..1. • mum To Rau 'gums JI L wm. ...1_ 0141:1 imaganua amuma ammo dram nu II , u nganamma numuudla Nairn 0,.:Isanalmaaa , mi • am: t aummumam ffff aii m imaiiiiftmalwirmom.iiiii. 4 t Emu im aura Rua ...„ 427 .... Jr a , , , .. j___, 1447j_ ! a mr mama a • r a • a s antivi • 1-1, man ; . 1 ty WI UM • • I I. • .. 1.11 -4.4' P PPM' is IMP MU wai w ma aillimi lam or a • som • Mama 1 1 • .1.1 mal w; 4..1...i.../ ! i...L L,_:_ - .! ...f..4÷4.: NW 1 1 ; I LI, r - • t: maim • a l lia ninz -4-1-L ' • 1 • ,-1-- -4 &alma-PIA C4.1-44-17.1-1. : as • umuu most:a. maw , ', IQ ammr.1 vou'ui ' 9 .... ' • ' ' - - • ..- :. MU 1111 , t t -1-7 _ .. • L a' Ern • II ■ . 1 mu 1116"-1--H llin•4...L.aa ammurumuumum i- • ammrauuu u umnummau eau A2EIR - T4-, • liamia . I saumummanu a mmummuumugmasum ssranialiat Ma: sass" mumsnuaummuu mumy m a :IF •• _asuumummu el nu um um imauaranumr. • aammaragatanau saississ m • !..icsepailgoammitemmumanwaummummuralipill Witairifiliiiiirm mum' ,AL iNaar le a m :RC: .--amiliganwateliiimmatiiiiiiiiii awammurnaums l uns suluall; brj asammtuumuummummuummusum !ILI a im-Amurrmaammumauu aulmaus maammuunumnummuumm au swasuum 1 11:411. XIO A1011:;VM * 11111111.11 SIONENUM1111114114111111111111111111MPIMMOMMWMMUMUSIII MOM' IVA' z, issautumunammuntammuumutrammummThrumuummumumuummummiummumminnimmumum .--, . , f _.. ./: A Go o nnation Master Permit No. ft r Contractors Name atk Rif a.. iz Job Address /1/1-0 / 31/ • ROOF CATEGORY 0 Low Slope 0 Asphaltic 0 Metal PaneUShingles 0 PAechanIcally Fastened Tile 6/ Mortar/Adhesive Se Shingles 0 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof di 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3 0 3150 • Section El (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 ure press zones and location of parapets. ...1_ mama mirmrm mum anus MX .1114114111111r111•1111111111111111111,1111111MENE41111 WINO au M NUMMI MIN II amatan mar. -trinimmaana ummunua anaa=a1 1.. • m -1-4-.1_. at r.au onmaam a ash • gir s soli gum r • a :t il ---, ±Lf. us r i ma =.1.. ; ,airinf aumaillimaumumi -.1..LL.' • NW NI" 'II 11111111•111 u,.11111111•111111• ma a Unrsuiiiiiarem: , -I- II. c Roof System Manufacturer: HO4 150n I Notice of Acceptance Number: oj— oq 1 b . o"1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: L IT P2: 100tb P3: 100117 Maximum Design Pressure L 1_ t 5 (From the NOA Specific System): D CJ Method of tile attachment: Po 1 y F &d he sive 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation. Ridge Ventilation? ‘\./ Mean Roof Height: X b Fire Barrier. astener Type & Spacing: ( b U n 114 S. dNlct I l S � v ow dhesive Type: ype Cap Sheet: oof Covering: Vk mo Li Ted g■ r Type & Size Drip Edge: 4 &i'‘ oN cohcre-l cow -1- ttAsIN-1 (e gal v • Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier 74. NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance' Height 15' 20' 25' 30' 40' Mean Roof - Roof Slope I 2:12 344 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5 :12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M r If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. al 4 Meth 1 "► o nt Based ile Cale a s • ns Per RAS 127" (Pi: _ __ = - Mg: " = Mr1 t i i NOA r (P2: X = % - Mg: S r = • , Ii NOA Mr (P3: 10°a, _ . � . - Mg: :mac = Mr - NOA Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA m *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P xl: =_x w:= ) - W: xcos 0 : _ = F NOA F' (P : x l: = x w: _ ) - W: x cos 0: _ = F NOA F' (P zl: - z w:= ) -W: z cos 0 : F NOA F' 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. rA 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. CC k 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with thc 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). tik 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 Florida Building Code provides the option of maintaining this appearance. NV 5. Ponding Water: The current roof system and/or deck of thc 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 the Florida Building Code, Plumbing. -I'P 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. I� / 15 Date kkuuculAgtse Contractor's Signature 12/10/201333 12:02 A166659526 Pg E 01 1rAMHDA IIIIII BUILDING CODE COMPLIANCE OFFICE (BCCOI PRODUCT CONTROL Dtv1SION NOTICE OF ACCEPTANCE rNOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 This NOA consists of pages 1 through 6. The subrnrt;ed documentation was reviewed by frank /Morelia, RRC' MIAMI-DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING 140 WEST FLAGLER STREF,T, SUITE 160i MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whete allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration dote stated below. The Miami County Product Control Division (1n Miami Dade County) and/or the A1-IJ (in areas other than Miami Dade Counry) reserve the right to have this product or Material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur thc expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 3ORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of thc 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: Regal/Spanish "S" 11 Roof Tile LABELING: Each unit ::hall bear a permanent label with the manuf'acturer's name or loge, city. state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting :he perforninec of this product. TERMINATION of this NOA will occur a Rer the e; piration date or if there has been a revision or change in the materials, use, and/or manufacture of the: product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autunrattcally terminate this NOA. Failure, to comply with any section of this NOA shall be cause for terrninatton and removal of NOA. ADVERTISENLEN'T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be r rovicicd to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the: Building Official. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 12/100,/2003 12:02 ' 3056659E26 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. Trim Pieces Product Tiic Nails Ti ie Screws Roof Tile Mortar ( "TileTite Roofing Roofing Tiles Concrete SCOPE This renews a roofing System using Hanson Regal /Spanish 'S' II Concrete Roof Tile, as manufactured by Harlon Roof Tile d.b.a.Pior:eer Concrete Tile described in Section 2 of this Notice of Acceptant . For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a mornent based system. 2. PRODUCT DESCRIPTION jVianyfacured tiY Teat )Product ifea Dimensions Specifications Deseritrtlon Length: 17 1/4" High profile concrete roof tile for Width: 13 %" TAS 112 direct deck or battened nail• -on, 'A" thick mortar or adhesive set applications. Length: varies Accessory trim. concrete roof Width: varies TAS 112 pieces for use at hips, rakes, ridges and valley terminations. Hanson Regal / Spanish "S" 11 Tile 2.1 COMPONENTY OR PRODUCTS MANUFACTURED BY O11I(RS Test Product Roof Tile Mortar ( "Qui krctc® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSALe Roof Tile Mortar Mix ") Dltnen ¶ions Min. 10dx 3" #8x 2 W long 0.335" head 4.131" shank dia. 0.1 75" screw thread dia. N/A N/A NIA jecifications TAS H4 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 Description, Corrosion resistant screw or Generic smooth shank nails: Corrosioni resistant, coated. Generic square dove, galvanized, (With current NOA) coarse thread wood ,crews Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof tile appiications. Prepared mo,:tar niix designed for mortar set roof tile applications. PAGE 02 Manufacturer (With current NOA) Bermuda, Roof Company, Inc. (with (With ecrrent NOA) Quikretc Canstructiol Products (With ci rrent NOA) W. R. Bonsai Co (With current NOA) NOA No.: 02-0916.09 Expiration Date: 12/16/01 Approval Date: I2/19/02 Page 2 of 6 12/10/2003 12:51 5056659626 PAGE 01 Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 2. LIMITATIONS 4, INSTALLATION 4.1 Hanson Regal /Spanish 'S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. N/A Factory premixed canisters Clips Min. %," width Min. 0.060" thick' Clip Fasteners Min. 8d x 1 W' 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum undertayrnent shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4.2 Data For Attachment Calculations See NOA See NOA TAS 114 Appendix: E Two - component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane form roof tile adhesive Corrosion resistant clips with corrosion resistant nails. I'olyfoam Products, Inc. (With current. NOA) Flexible Products (With current NOA) Generic (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12 /1 9/02 Page 3 of 6 12/10/2003 12: i 2 30 66,9962E Table 1: Aerodynamic Multipliers - X (ft' Tile h (ft) X (ft Profile Batten Application Direct Deck A 0.287 ( Tile Profile ! Pioneer Batten Direct Regai/Spanis s Deck h 'S' 11 7.77 8.34 Table 2: Reston Monterats due to Gravi M. ft-lb 3 ": 12" 4 "; 12" 5 ": 12" 6 ": 12" 7 ": 12 "' or reater Battens !Direct J Battens Direct Batten Direct Batten Direct! I Deck j Deck s Deck s Deck 7.65 8.20 j 7.49 8.03 7.30 7.83 7.10 7.61 j Table 3: Attachment Resistance Expressed as a Moment - M (ft -1 f) - -. f For Nall -On 5ysterris e.;`___= . '` Direct D Dire peck Tile Fastener Type (min 15/32" (min: 19/32" Profile f plywood) plywood) Hanson Regal/Spanish 2 -10d Ring Shank Naiis ( 28.6 '3'11 • 1 -10d Smooth or Screw Shank Nail 5.1 2 -10d Smooth or Screw Shank Nails 6.9 1 .#8 Screw 20.7 2 . #8 Screws 43.2 1 - 10d Smooth or Screw Shank Nail (Field Clp) 1 -10d Smooth or Screw Shank Nail (Save Clip 29.3 2 - 10d Smooth or Screw Shank Nails field clp� j 27.6 2 -10d Smooth or Screw Shank, Nails (Save CAIN_ 38.1 L 38.1 j 41.8 2 -100 Ring Shark Nails'f 33.1 I 48.1 j 45.2 1 Installation with z 4' tile t and festerners are located a miry, of 2W from head of ti:e ;. Tile Profile Hanson Regal /Spanish 'S' 11 Adhesive 23 2 See manu!ectore5 component approva) for installation regiirements. 3 Flexible Produe:ta Company Tilel3ond Average weight per patty 10,7 grams. 1 PolLfoam PTCC U ,, Inc. Average wei!ht perpatty 8,,grarns PAGE 03 Battens j 41.2 1y.. =� 6 8 2.8 9.2 7.3 20.7 18.1 - 43.2 29.8 1 23.1 19.0 29.3 � 24.0 27.6 I 38.6 J Table 4: Attachment Resistance Expressed as a Moment M (ft - tbf) For Two Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance NOA No.: 014916.09 Expiration Date: ;2/16/01 Approval Date: 12/19/02 Page 4of6 J 12/ 1 E1 / 2003 12: 02 3055659626 Table 4A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) 1 For Single Patty Adhesive Set Systems _ Tile Tile Application ldlirtiimecm Attachment Profile Resistance L rtsan Regal /Spanish Pnlvfn arY, s7.,t��o.., 66 5 04 Table 48: Attachment Resistance Expressed as a Mornent - M -lbf) Tile r_ For Mortar Set Profile j Tile Attachment [ .._ _.. — --+ -- A _piication J_ Resistance Hason 24.5 NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date! 12/19/02 Page 5 of 6 5. LABELING Ail tiles s'.17n bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIR. MENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of A.cceptunce. 6.1.2 Any other documents required by the Bui'sc'.ins Official or applicable bulldog code. in order to properly evaluate the installation of this system. • 12/10/200.3 12:02 ' 305665%26 FASTENER HOLES PROFILE DRAWINGS END OF THIS ACCEPTANCE REGAL AKA SPANISH "S" II H9ANSON REGAL /SPA.NIs11 `S' 11 CONCRETE ROOF TILE PAGE 05 NOA Nu.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Pty Sheet(s) .& No. of Ply(s): Ply Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) Top Ply: Top Ply Fastener/ Bonding Material: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc Perimeter. " oc @ Lap, # Rows _ @ " oc Comer. " oc © Lap, # Rows @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. FT. Parapet Height Mean Roof Height M t A M ZDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miauni Dade County) and /or the AHJ (in areas other than Miami Dadc County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Rubcroirl® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ", unless otherwise noted herein. RENEWAi, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TFRi`IINA'FION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 1NSPEC11ON: 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 /102 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL , Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification; TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrixm 307 Pri mer) GAP Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixThr Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix.' r' System Pro Alumi Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrixmr Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 IJItirnaTM Base Sheet GAFGt.AS Flex PIymr 6 GAFGLAS Ply 4® GAFGLAS®Mineral Surfaced Cap Sheet GAFGLASO STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 3019 ASTM D 3409 ASTMD 4601 ASTM D4601 AS'I'M 1) 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 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.Shie]d® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral . • stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat. Weldrm Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SBS Heat - WeldT'M 170 FR RUBEROID® SBS Heat - Wc1dm PLUS RUBEROID® S13S Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RU13EROID® SBS Hcat- WeldTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH S mooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37') wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 871bs. 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type It, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 A.ST'M D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with. asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer Modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS 39.37" (1 meter) Wide RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUREROID a ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L R Asphalt P Shingle- MateT`r Undcrlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 301bs. 1 -5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM 1) 5147 ASTM 1) 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 63.5 None ASTM D2824, Type I ASTM 1)312, Types 1, II, 111 and IV ASTM D_5147 . Product • Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty; polyester reinforced, coated with fire retardant asphalt modified bitumen membrane., granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non. woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminutu, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. CAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlavment S13S modified asphalt base sheet and intetply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 4 of 32 Product Tile, -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) 1VcatherCoteT" (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®M13) Matrix 201 System Pro SBS Flashing (Rubcroid®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RU.BEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll ASTM D 5147 103 Ibs. l sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM 03019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Product Specification Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTMD 2824 ASTM D2824, Type I ASTM 0 3019 Type ITT Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Gradc. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered ahuninum coating. Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 - APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFJ :IMP® Composite A & N • (BMCA)GAFIBMP® Fiberboard GAF lEMP® Permalite Perlite insulation board. GAFTEMP GAFCANTTU Cut perlite board GAFTEMP Permalite Recover Perlite recover board Board GAFTEMP GAFBDGET Tapered Tapered perlite board Edge Strip (BMCA) GAFTEMP® High Density Fiberboard I3MCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, 11 & Composite ISO 95+ ISO 95 -t- Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/1.Irethane Composite Perlite Insulation Dens Deck ENRGY-2 & E'NRG'Y -2 PLUS, UltraGard Gold Product Name TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyi foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation hoard Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, inc. Firestone Building Products, Inc. Generic Generic Generic Generic generi c G -P Gypsum Corp. Johns Manville NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FibcrGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Faroe Cap Board APPROVED FASTENERS: Fastener Number Product Name 1. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTTTE® (Drill -Tee()) ASAP 3. • GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast 1-Iex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber /Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFT1TE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. insulation fastener for wood and steel. • Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions 2 7/8" x 3 /" 3" x 3 ' /a" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 V2 GAF Materials Corp. 3" and 3 /" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10 /23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & 414 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul-Fix.x Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. TnrFast Plates EVIDENCE SUBMITTED: Test A Factory Mutual Research Corp. Factory Mutual Research Corp. Tri nity Engineering PRI Asphalt Technologies, Inc. IIT of S. Fl. IRTofS.Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round gaivalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round gaivalume AZ_50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round gaivalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 -PA 114 Wind Uplift PA 114 GAF- 020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. . 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round Description FMRC 1996 J.I. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Dote 01,01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03-0501.02 Expiration Date: 11/06/04 Approval Date:10/23 /03 Page 8 of 32 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): 13ase sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultimatum Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: 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) GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex 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 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced apprexirnatcly 9" o.c. iu 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 (GAL -ME) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill - Tec (GAFTITE') 412 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (1lfaxinnun Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- , 10 lbs. /sq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EV'I' range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 601b. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote0 MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal Sl3(Matrix 602 S13 Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03- 0501.02 Expiration Date: 11/06/04 Approval Date:10/23 /03 • Page 27 of 32 41 • WOOD DECK SYSTEM LIMITATIONS: • 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed. in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall he limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should. the fastener resistance be less than that required, as detertnined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #r`9 will not be applicable.) 8. A11 attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. 1 perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed Herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END OF mi5 A.CCEPTANCI; NOA No: 03- 0501.02 Expiration Date: 15/06/08 Approval Date :10/23/03 Page 32 of 32 ROOF COVERING MATERIALS (TEVT) ROOFING. SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers Type GI, G2 or G3.. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). • Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of lype G2 or G3. Ply Sheet (Optional): One or more layers of lype G1. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 yal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq: 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlile, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane • composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers oP Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Filtered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. . • t min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1.1/2 in. min. • ! Base Sheet: One or more layers of Type 62 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. ).: • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gal /sq. { ; 1. Deck C -15/32 Incline: 1/2 *< < Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. •••-74 . Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or .• . "Ply 6" hot mopped in place. Cs Membrane: "Ruberoid Torch FR" (granule). • ? (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or Weather Coat Emulsion at 3 gal /sq. , '1.1 • LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU)— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet", hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Filtered Aluminum Coating at 1 -1/2 gal /sq or • GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF Gl-AS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 '• Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 - Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or 62, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 :.. Insulation: Polyisocyanurate, any thickness. .. Base Sheet: "GAFGLAS 1175" (Type G2), mechanically attached. f • q . MI A M MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. APPROVED: 06 /14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane 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 -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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 reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 1 . 1 7 2-1- d- - 0 ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ 404500011pc200011cemplatesk nodce acceptance cover page.doc Internet mail address: postmaster ®buildingcodeonline.com • Homepage: http : / /www.buildingcodeonline.com • MIAMI•D PRODUCT CONTROL NOTICE OF ACCEPTANCE I'olyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. APPROVED: 06 /14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -OADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375-2558 COYrRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcne 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 -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This 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 reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ \ s0450001\pc2000 \kemplaces\nodce acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodeon)ine.com Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL Catce.orv: Roofing Approval Date: June 14.2001 Sub- Catciorv: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. 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 Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 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 Applicant Polypro® AH 160 Foampro® RTF1000 ProPack ® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A1-1160 roof tile adhesive. 2.2 Typical Physical Properties: p cr Test Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Specifications PA 101 Expiration Date: May 10, 2006 Results 1.6 Ibsift? 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Product Descri ption Two component polyurethane Dispensing Equipment Dispensing Equipment +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan c n Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. ( ) - w MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 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® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift 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® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 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 Foampro® 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 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH 160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH l 60 shall not be exposed permanently to sunk 3 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfilc Placement Detail Single Paddy Weight Min. (grains) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A1-1160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner t r Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner 3m. t Single paddy on under• layment sinide PaddY on top of tile Pol foam Products Inc. Nall through plastic cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between We) Paddy (under tile) Single paddy under tile Ens course 2 In. X 7 In. medium sin paddy uva Fascia course only Nall through plastic cement t e'lin.x 3 In. Single paddy on underlayment Single Paddi on top of the Ern Curse Single paddy under tile SiallefaddY between the Eave CiNUte 2 In.s 7 In. medium slot paddy eave course only Fascia 7 ACCEPTANCE No. : 01-0521.02 Single paddy under till Nail through plastic cement • Undedayment Single paddy between tile 2 in. z7 In. medium site paddy save course only I In. x 3 In. 41n. Single paddy on under. layment Silvia Pad* on top of tile Eau Course Fascia Waggles Eave closure CidP adge Frank Zuloaga, RRC Product Control Examiner • • Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 1. Rcncwal of this Acceptance (approval) shall bc considcred after a renewal application has been filed and the original submitted documcnts, including test- supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approval products shall be permanently labeled with the manufacturer's name, city, state, and thc following statement: "Miami -Dadc County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if a. There has been a change in thc South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer thc same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all thc requirements of this acceptance, including thc correct installation of thc product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptance, unless prior written approval has been requested (through the filing of a rcvision application with appropriate fec) and granted by this office. 5. Any of the following shall also bc grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptance as an endorsement of any product, forr sales, advcrtising or any other purposes. 6. The Notice of Acceptance number preceded by thc words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of thc Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approvcd drawings and other documents, whcrc it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall be available for inspcction at thc job sitc at all time. The engineer need not rcscal thc topics. 8. Failurc to comply with any section of this Acceptance shall bc cause for termination and rcmoval of Acceptance. 9. This Notice of Acccptancc consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner ' MIAMI SHORES VILLAGE, FLA. • JOB Z t _ _P - ADDRESS u - /20 ?? se' INSPECTION 7 TIME READY A m ' REMARKS INSPECTOR DATE N9 5006 ;UILDING :LECTRICAL ' LUMBING HO OFING Contractor or Builder Legal Description Address of Building ,a Lot 0 MIAMI SHORES VILLAGE. FLORIDA i ' ❑ DATR i Q -- j 195. ❑ PERMIT N° 4433 Contractor's ,�—• License No. o Work to be performed under this Permit o Owner of ��- Building s,L, �� + r� Architect CONTRACTOR OR BUILDER — 1 Bl f T 4 o .Ai ,. 7 r . 'r Subdi- vision Value of Project $ f Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specificationyand that he assumes responsibility for work done by his agents, servants or employees. Signed INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered here er in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications s bmitte to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, y s rt or employee. BY AUTHORITY STATE OF FLORIDA, COUNTY OF DADE. Jas 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 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. Date...QctbeX' -.2 , 19._5 Owner's Name and Address .... Sa No 1217 Street N. E. 100th St /. Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Compapy Inc., 430 N. W. 79th St., Miami Fla. Location and legal description of lot to be built on: Lot Block Subdivision..._.. Street and Number where work is to be done 1217 N, E, 100th St, , Miami Shores State work to be done and purpose of building (by floors) 34 # .. fait, 901/_..$lgte, shingle tile and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering shingla. Estimated Total cost of improvements $ $Q(1.0Q 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 the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Su1plement, 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 cinder 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. Lang Roofing & Tile Company Inc., Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date B Read, Sworn to and Subscribed before me. Disapproved t2 Date y� Notary Public, State of Florida (Signed) _� y vv Building Inspector &,- My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member _. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning 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.