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BP-05-328Inspection Date: 07/19/2006 Inspector: Desharnis, George Owner: BLACK, BRIAN Job Address: 1294 96 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 La L Miami Shores Village, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number (678)986 -2032 Parcel Number 1132060143840 Lot: Phone: 954 - 979 -2137 Building Department Comments Tuesday, July 18, 2006 Page 1 of 2 Passed Inspector Comments i =� q 'I ....r � r � � �® c /�/ " t .-, 'a ` - L �ep� -%� l re ----Cei._ //' t - get /e e cy, ,( -e C Q.. (4, A , / �� Failed ailed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 18, 2006 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/25/2005 Applicant: Owner: JOB ADDRESS: 1294 NE 96 Building Permit Permit Number: BP2005 -328 ST Page 1 of 1 Contractor THE HOME DEPOT AT HOME SERVICES Contractor's Address: 207 KELSEY LANE SUITE G Local Phone: 561- 272 -5554 Parcel # 1132060143840 Legal Description: MIAMI SHORES SEC 3 PB 10-37 E125FT OF LOT 1 & E125FT OF N 41.45FT OF Fees: Description Amount FEE2005 -3754 Building Fee $400.00 FEE2005 -3755 CCF $22.20 FEE2005 -3756 Training and Education Fee $7.40 FEE2005 -3757 Technology Fee $10.00 FEE2005 -3758 CO /CC $50.00 FEE2005 -3759 Training and Education Fee $7.40 FEE2005 -3760 Scanning Fee $21.00 FEE2005 -3761 Submittal Fee ($50.00) Total Fees: $468.00 Total Fees: $468.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/4/2005 Construction Value: $36,970.00 Work: RE -ROOF 5" Signed: (INSPECTOR) A\t3(71— APR 0 1 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: c.1.v.1.1 LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649-6454 Fax: (305) 541 -3298 January 30, 2006 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: Dear Sirs; TILE UPLIFT TEST Residential Home 1825 Southwest 82 Court Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: January 25, 2006 Roofing Contractor: Roche Roofing LG Engineering Services, Inc. Project Number: LG06 -0362 (Testing Laboratory Certificate #00- 0224.07) 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 TAS 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 40 feet above ground surface. The type of tile used for this project was reported to be Lifetile 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 the perimeter area and one test for every 200 square feet of roof tile in the field area w Initially the entire area of the roof was examine for loose tile. More than 10% of the in the field area and more than 20% of the roof tile at the roof perimeter and corn examined. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you 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. oh .a ad Sonny ' alleh, P.E. Pro' - ct Manager TILE UPLIFT TEST Residential Home 1825 Southwest 82 Court Miami, Florida Report of TILE UPLIFT TEST for Residential Home 1825 Southwest 82 Court Miami, Florida Project Number: LG06 -0362 �,'ey`�i'��3'x _'ls f,�'I�.3Tp o�(�'y s `M�3 a�d?'` �,��'T�y �3 s�,r� Y ro� ✓ S ¢ ,a9 ....s.«.,r .,i . ..,3:}, 4 + t e.. 5,r� • s{.v Fyy ,m 3_- ? .:•.;.v r ..r s, b. ..:.x ..ee.. .Aa. >x mx .. .'a,....,..,.,i?'+A''r.rx. 1 , .s 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 23 35 Pass 24 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG06 -0362, Page 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG06 -0362, Page 2 ' 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 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG06 -0362, Page 2 N0k11-1 + + + + + + + + + + APPROX,1200F It LOCATIONS ANP t2IMl;NSION5 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /14/2005 Building Permit Permit Number: BP2005 -328 Page 1 of 1 Applicant: BRIAN Owner: BLACK JOB ADDRESS: 1294 NE 96 Contractor THE HOME DEPOT AT HOME SERVICES Local Phone: 954 - 979 -2137 Parcel # 1132060143840 BLACK BRIAN ST Contractor's Address: 1250 LINTON BLV Legal Description: MIAMI SHORES SEC 3 PB 10 -37 E125FT OF LOT 1 & E125FT OF N 41.45FT OF Fees: FEE2005 -3754 FEE2005 -3755 FEE2005 -3756 FEE2005 -3757 FEE2005 -3758 FEE2005 -3759 FEE2005 -3760 FEE2005 -3761 FEE2005 -13530 Description Building Fee CCF Training and Education Fee Technology Fee CO /CC Training and Education Fee Scanning Fee Submittal Fee Building Fee Total Fees: Amount $400.00 $22.20 $7.40 $10.00 $50.00 $7.40 $21.00 ($50.00) $35.00 $503.00 Total Fees: $503.00 Total Receipts: $468.00 Permit Status: APPROVED Permit Expiration: 3/31/2006 Construction Value: $36,970.00 Work: RE -ROOF 5" Signed: (INSPECTOR) CCT 8 PAID C- 4901 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: Ylb t kA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. •', PERMIT APILICATIO D Cn , au Master Permit No. FBC 2001 Permit Type (circle): Building a "" IV-- - ng Mechanical Owner's Name (Fee Simple Title der) 6c-10, Phone # tL 1 1 1 11 1. A Tenant/Lessee Name Phone # Job Address (where the work is being done) MA Q( City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Con u r: tor's Address City Qualifier Zip `N'4,12)7)4 State Certificate or Registration No. i cate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ■ - ddition Describe Work: on ❑New. Square Footage Of Work: ❑ Repair ace ❑ Demolition a, a * * * ** ** ****************am********** ***************** Submittal Fee $ Permit Fee $ -.0- ► CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ CO /CC Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Wf131\J Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of •commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days ,after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /5/-ekt,-�u�.�f�T Owner or Agent The foregoing instrument was acknowledged before me this day of 4 201/ , by (.7_4 d't (`- c < who is personally known to me or who has produced As identificx u��; � ,who did take an oath. NOTARY PUBLIC: Si Print: My Commission E xp fires: ary °ff ` . {. 1 = �lof p 4AFR! at LLC,6?p" -sQForn;° C °nEy 'rda rS ,i "mission 209 52 Contractor The foregoing instrument was acknowledged before me this �iq 0 byyJCA.�d Q(� ; o me or who has produced day of who is pe sonally kno NOTARY PUB Sign: Print ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** Id, APPLICATION APPROVED BY: Chc 05/13/03 asIdentification-and-�wk trWe a ►�oatTi % 11 --,Notary Public - sio'- of riorido f C: < ;.° , •INyComrnissionExPesjk!125,2-00 I s ;' 6m a u mission ; DD217720 r' •eE�aole,i� ° ° °° Zon "+';di (P3�$lonolNo4OEy El �� My Commission Expires: � 1.,,• * * * * * * * ** ********* f * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 13P-65-328 • • ••• • • • ••• •• •• • • • •• •• • HIGH- VEL+'IJCITi HIiRRICAMEZON66 • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004'• .; • HIGH Velocity Hurricane Zone Uniform Permit Applicilti4n Pdrjn • • • • • • • • • • • • • • • • ••• • •• • •• • • • • • • • • Section D (Steep Sloped Roof SI/stleem) • •• ••• •• • • Roof System Manufacture Mon \eC' Ly- e.7\7\ -e' •• • •••••• Product Approval number (f*YQ ` ( .O5 , OCo Wind Pressures, If (From RAS 127 or Calculations): Minimum Design Wind ` P11— L-45 P2: 1J \ P3: —q5• 1 Maximum Design Pressure Product Approval Specific System I P' Method of Tile Attachment: & c6 e_ Deck Type: Type Underlayment Steep Sloped Roof System Dt Roof :12 Insulation: Fire Barrier: Fastener Type & Spacing: 1 Ridge Ve, ntilalop? IMean Roof Height: P laVIEVM1 1 2006 Adhesive Type: 1 �l�„ ,� (/ 1.9 1 #'i Type Cap Sheet: Roof Covering: • • • • rnxgyike 4-5,0e conc0e Type & Size Drip Cap: " ,e ORIDA BUILDING CODE — RESIDENTIAL •• • • • • • • • • • •• •• HIGH- VCLCCQry I!uRQa1t 204ES: • • • • • • • • • ••• • • • • ••• • qIQ \OAC \Q. • -. • Florid Building Code Edition 204 . . • • • • • • ••• • • • • •• • •• • • • • • HIGH Velocity Hurricane Zone Uniform Permit Appl�oe {ion Form • • • • • • • ▪ • • • • • • • • Section E (Tile Calculations), • • • • : • • • . • • • • • • • • • • • For moment based tile systems, chose either Method 1 Or 2. Compared thavalutis earil4 yvili the ;ewes e • from Mr. If the Mr values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. ethod "Moment BasAd Tile Calculations Per RAS 127" M. to =M., Product Approval Mr Product Approval Mr 51, Product Approval Mr 51 2- Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (M4) From Table Belaw'4 Product Approval Mr Mean Roof Height -e Reef Napo j 2:12 3:12 4:12 /1/// en2 /1l /® 0:12 7:12 15' 34.4 32.2 30.4 11•/ 129.4 /1/ 20.4 24.4 Mr Required Moment of Resistance" 20' 38.5 34.4 32.2 30.1 29.0 25.9 26' 30.2 30.0 33.9 31.8 29.4 27.1 30' 39.7 37.4 35.1 32.9 30.5 29.2 40' 42.2 39.0 37.3 34.9 32.4 30.0 *Must be used in conduction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: _ x w:= )• w: x cos a =PI Product (Ps: x 1: = x w:=,_�- w: x cos B. =F. Product Approval F' (Ps: x 1: = x w =_ )- w: x cos 6t oduct Approval P =Fb Product Approval P Description Where to Obtain Information Symbol 1 Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on Mean Roof Height H Job Site Roof Slope 0 Job S1 Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance R_e4Wed Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average rde Weight Tde Dimensions A. Product Approval Mg Product Approval Mr Product Approval Mr Calculated P Product Approval F Calculated W Product Approval I-Length Product Approval Wrwael All Calculations must be submitted to the Building Official at the time of perrnit application FLORIDA BUILDING CODE - RESIDENTIAL Miami Shores Village ,10050 NE 2nd Avenue •••Phone:: - 795204 • • • Printed:1 Q/14 /2005• • • ••••Applicant BRIAN•• • • •Owner:..: BLpt 4. • JOB ADDRESS.:. 1294 NE 96 • •• • • Building Permit Permit Number: BP2005 -328 Page 1 of 1 /- BLACK BRIAN . ST • Cont'ract5r TIMHQME DEPOT AT HOME SERVICES Contractor's Address: 1250 LINTON BL Local•Phone: 954 -979 -2137 Parcel # 1132060143840 Legal Description:, M)1 SHORES SEC 3 PB 10 -37 E125FT OF LOT 1 & E125FT OF N 41.45FT OF Fees: Description FEE2005 -3754 Building Fee FEE2005 -3755 CCF FEE2005 -3756 Training and Educatip FEE2005 -3757 Technology Fee FEE2005 -3758 CO /CC FEE2005 -3759 Training and Education Fee FEE2005 -3760 Scanning Fee FEE2005 -3761 Submittal Fee E20060 3530 rylldillg Fee Total Fees: ,A*ou nt $400.00 $2210 $7.40 $10.00 $50.00 $7A0. $21.00 ($50.00) 35..00 503.00 Permit Status: APPROVED Permit Expiration: 3/31/2006 Construction Valu z .6,97R• h Work: RE -ROOF 5" Signed: (INSPECTOR) 49o_7 Total Fees: $503.00 Total Receipts: $468.00 In consideration of 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: iviii iili 1.311U1 CS Y merge Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79 ! 3.0 BUILDING PERMIT APPLICATION FBC 2001. Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ) `t Cu S t OCT Master ermit No. Permit No. Electrical ILL a !C C. ` a Owner's Address Cityrni Tenant /Lessee Name State Plumbing Mechanical Phone Roofing Zip Phone # Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade • Z. h Building Historically Designated YES NO sT Contractor's Company Name kCIJJ `c 'j( Contractor's Address l -s-(0 C � 4�(,Jl) City e Qualifier 7-kj Ct V1/k State Pho e Zip "-?3 L(4 L( State Certificate or Registration No. 6-66 (2_ Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition ❑Alteration DeWork: Certificate of Competency No. Phone # Square Footage Of Work: ❑New E Repair/Replace ❑ Demolition Describe Work: SkiV }J 4 * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ . Permit Fee $ Notary $ Training /Education Fee .$ Scanning $ Radon $ Code Enforcement $ Fees * * ** *** * * * * *** *** * * ** * *,* *** *** CCF $ CO /CC Technology Fee $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due F - 00 C.IIlltill!f'. Olt OplOISlt'tSlO!: 10 -13 -05 P 0 2 : 4 8 I N Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ' Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance will' 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 01? 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. f Owner or Agent The foregoing instrument was acknowledged before me this day of / tom , 20 S by 6z//? cic' who is personally known to me or who has produced As identification and who did take an oath. 3 NOTARY P The foregoing instrument was acknowledged before me this 3 day of who is personally known to Print: My Commission Expires: RLIALLARD �► ;�' a n5_ 2409 tbmmission # DD 436152 ,,w,r ` Bonded By National Notary Assn. Sign: Print: My Commission C', by ■• e or who has produced as identification and who did take an oath. . SUSAN C. SHAPIRO tra Ain *********** *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** • APPLICATION APPROVED BY: Chc 05/13/03 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** *** m► 1'** * * ** * * * * * * * * * * * * * * * * * * * * ** * * *** 1' Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.22 'ax: 305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 ril l 0 8 2!2 rmit No. Iii OY- ermit No. Permit Type (circle): Building Electrical u Mechanical Owner's Name (Fee Simple Titleholder) Sr:\ Phone # \ -73.7501- Owner's Address C to �, } City VYv e C, State \c Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) F q 4-Y• S-t- . City Miami Shores Village County Miami -Dade Zip z:& Is Building Historically Designated YES NO Contractor's Company Naive Or,- V..)c- g* i '(f Phone # 131-4 Contractor's Address ) ) 0 r1-i On t31 Vcc4 City r 1 qrciy State F- \Q . Qualifier 'F 1 State Certificate or Registration No. ['(r / R I Architect/Engineer's Name (if applicable) Zip Certificate of Competency No. Phone # r� $ Value of Work For this Permit 3' (.p�C t Type of Work: ❑Addition �teration ❑New Describe Work: -� j�(� �/ ) a Square Footage Of Work: JQ LQI ° ❑ Repair/Replace ❑ Demolition i-kiq h+ o / 3F-1-- . -SS. * *** ** * ** * * * * * * ** * * * *** *** ** Fees * *** * * * * *** ** ** * *** * * * ******** Submittal Fee $ 0 . CO Permit Fee $ Notary $ _---7 Training/Education Fee $ Scanning $ c?'"'-- Radon $ ' Code Enforcement $ CCF $ 0701 Technology Fee $ • co/cc� Zoning ' Bond $ "—" Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable)' Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDfI LONERS, ETC OWNER'S AIli'IDAVIT: 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. s Itz.,(4-v3 Clcis Owner or Agent The foregoing instrument was acknowledged before me this day of 5 , 20 � by 34.1 e I A who is personally known to me or wlphas produced NOT As iden Rpilltkpi,--vi(ho did take an oath. Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this o has produced day of who is rsonally known to me o s identification and who did take an oath NOTARY PUBLIC: Sign: Print: My Commission Expires: ss /o / e ° f • o . J4( or,tea /Fj *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 SUSAN C. SHAPIRO e`n= Notary Public - State of Florida ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE 408 SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX F(3UO IVO.i 33-0(€011-433149 STATE OF FLORIDA: COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descripti • • f property and street/address: a. IBIIlI�lIllf II�1I III VIII c:FN 20058021337 OR 8k 23134 F's 4479; (1os) RECORDED 03/03/2005 14:26:18 HARVEY MIN, CLERK OF COURT MIAt1I -DADE COUNTY? FLORIDA LAST PAGE 2. Description of improvement: 3. Owner(s) name and address: —A ./fill. 1.4=4_, Z Interest in property: ler 5A 5,XACTO Name and address of fee sample titleholder: 4. Contractor's name and address: ,e , it/ 5. Surety: (Payment bond required by owner from contradtiglif Name and address: original Amount of bond $ 6. Lender's name and address: py of the qCOLArt cuq■ C. WITNESS my hand and HARVEY RUVIN, 0 °?cal 7. Persons within the state of Florida designated by Owner upon whom noti ' or oth provided by Section 713.13(1Xa )7., Floe Statutes, Name and address: documents may be served as 8. In addition to himself, Owners 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: /4/ 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a d' ererrt is spec' Signature of Owner Print Owner's Name I-`+' 4 i2 Sworn to and subscribed before me th . Zii day of , 20 6 Notary Public Print Notary's Name My commission expires: 123.01 -82 PAGE 4 8102 TT Notary c, e of Florida My ca m_ exp. Nov.30, 2007 Comm. No. on 9785,66 Prepared by /`4 f; ,j41o7— Ad ress: / 'J 474)1-0/1-) & /3 cLZc : A s Branch Name: r I L4 �,v Branch Number 6 HOME IMPROVEMENT CONTRACT Job #: I r Sold, Furnished and Installed by: THD At -Home Services, Inc. d/b /a The Home Depot At -Home Services 1250 Linton Blvd, Delray Beach, FL 33444 (561) 742 -1567; Fax: (561) 742 -1568 FL Lic # CGC1506093, CRC058500, CCC1325818 IV D tiekg4 08ZIL� Installation Address: 1 q T iJ '2,r f"4 Purchase r(sl: 3313` Zip 13 4 "..S f 4zA, g '-' ^Y• "'• Z,P o'- 4 4 P3 0 S b WY (Mt CuuUlle: ct"c')1gf ozs- 1 nom rnone: (51n 5P; & '-cr Final Payment # / 7 . 1 6 3 �'3 O O Home Address: J J)1 tA tt Q,., CT1i l > h, (If different from Installation Address) City Proiect Information: I/We/You ( "Purchaser"), the owners of the property located contract with Home Depot U.S.A., Inc. ( "HometBep ") to rnish, �e�liver and described on the attached Spec Sheet #: (�. % G ` �rncorporated i 1 3 ;(1 Zip t the Fell We rnst4glatibtt addr ss; offer to e for the installation of all r . terials as by reference and made a part hereof. Home Depot reserves the right to cancel this contract if, upon re- inspection of the job, Home Depot determines that it cannot perform its obligations due to a structural problem with the home or because work required to complete the job was not included in the contract. CONTRACT AMOUNT *LESS DEPOSIT BALANCE DUE ON COMPLETION i°Minimum 25% of Contract Amount due upon execution of this contract. Indicate Payment Method For BALANCE DUE ON COMPLETION: DEPOSIT PAYMENT OPTIONS (Subject to fund verification and/or credit approval.) 1. Check, Cashiers Check or US Postal Service Money Order (Made payable to The Home Depot). 2. Credit Card* and/or other payment options - Circle One Below Visa MasterCard Discover American Express The Home Depot Home Improvement Loan Available Credit: $ 'h1 b (HIL Acct# :4631°3214 79 S 25*, ;xp. Date: The Home Depot Credit Card Name as it appears on card: NLY) *By my /our signature below, Uwe agree to allow Home Depot to charge the above reference ¢ credit card for the deposit indicated. dholder's Signature 1 Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay any balance due. Purchaser also agrees to be jointly and severally obligated and liable hereunder. Entire Agreement: This agreement and its attachments, including any financing reement, contain the complete agreement between the parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. You are entitled to a completely filled -in copy of the contract at the time you sign. Keep it to protect your rights. Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this project is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by the owner prior to the actual completion of the work to be performed under the contract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of Cancellation for an explanation of this right. There will be a service charge equal to 25% of the contract amount if the job Is cancelled by Purchaser AFTER the third business day. BY MY /OUR. SIGNATURE BELOW, I/WE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY MY /OUR SIGNATURE BELOW, I/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY /OUR CREDIT HISTORY AND I/WE AUTHORIZE HOME DEPOT AUTHORIZED CONTRACTOR, TO VERIFY AND REVIEW MY /OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT REPORTING AGENCY AND RELEASE THEM FROM ALL LIABILITY INCURRED FROM INADVERTE ONS RRORS. SUBMITTED BY: ACCEPTED B ales Consu Homeowner Homeowner Date: Date: Date: LAP/ NOTICE: ADDITIONAL TERMS, CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT White — Branch File Yellow — Customer Pink — Sales Consultant 11 -12-04 C -SC HIL or HDCC Authorization Codes Deposit Final Payment # / 7 . 1 6 3 �'3 # ) 7 6 5 . 5 . - • Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay any balance due. Purchaser also agrees to be jointly and severally obligated and liable hereunder. Entire Agreement: This agreement and its attachments, including any financing reement, contain the complete agreement between the parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. You are entitled to a completely filled -in copy of the contract at the time you sign. Keep it to protect your rights. Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this project is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by the owner prior to the actual completion of the work to be performed under the contract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of Cancellation for an explanation of this right. There will be a service charge equal to 25% of the contract amount if the job Is cancelled by Purchaser AFTER the third business day. BY MY /OUR. SIGNATURE BELOW, I/WE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY MY /OUR SIGNATURE BELOW, I/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY /OUR CREDIT HISTORY AND I/WE AUTHORIZE HOME DEPOT AUTHORIZED CONTRACTOR, TO VERIFY AND REVIEW MY /OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT REPORTING AGENCY AND RELEASE THEM FROM ALL LIABILITY INCURRED FROM INADVERTE ONS RRORS. SUBMITTED BY: ACCEPTED B ales Consu Homeowner Homeowner Date: Date: Date: LAP/ NOTICE: ADDITIONAL TERMS, CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT White — Branch File Yellow — Customer Pink — Sales Consultant 11 -12-04 C -SC Date: Permit Authorization zelos' Customer: 'it.a v1- To Whom It May Concern: I hereby authorize "THD At Home Services, Inc." to act as my agent jor the purpose of securing a permit for installing a new A Roof / Fence as specified in the attached contract. This Authorization allows "Home Depot At Home Services" or their agents to sign the Building Permit application, Notice of Commencement, and any other paperwork needed to obtain the construction permits required to complete said work as described in the contract as owner /agent and if necessary to sign owners name for the following address: 12-N c? ( m/4- ; 4 / -g 3P 6,4(4/1/A4 Customer's Signature 1:".1 t� Zac y Q'.c ;o Identification (D. L. #) Witness to o er's Signature Inspection Worksheet Miami Shores Village 10050 N-'. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/19/2006 Inspector: Grande, Claudio Owner: BLACK, BRIAN Job Address: 1294 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (678)986 -2032 Parcel Number 1132060143840 Lot: Phone: 954- 979 -2137 Building Department Comments YI,gei2 Cle) 0-4/A-) Tuesday, April 18, 2006 SL , . i i zvc 9i i J s Passed Inspector Comments 0 /14' i-& ate- "far' 774-&---- 022.0,1 ,ti, /_.,. A- v d ` a5,, . ice exoi , &tis iovs te Z; ss �,/ OSF / 2. S vS 9-- - a) --.- 6,0 57 S t r t. y 0 Li /)7 tl s, VI -? e .C'U, aA'7'' Ine,rz 4 y &Arc/ / 4Q �o � <lps � �� /�- 4 / ` 8 ' !�V /u' "" k3 tisidziea2 ke0e4e_ebaspac.i Ati Failed 14//7//' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until YI,gei2 Cle) 0-4/A-) Tuesday, April 18, 2006 C•I•v•I•L EN•GI•N•EER LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 January 24, 2006 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: Dear Sirs; Visual Roof Tin Cap Inspection Residential Home 1294 Northeast 96 Street Miami, Florida LG Engineering Services, Inc. Project Number: LG06 -0290 (Testing Laboratory Certificate # 00- 0224.07) In accordance with your request and authorization, on January 20, 2005, a representative of LG Engineering Services, Inc. performed a visual roof inspection for the flat roofs at the above referenced project. This inspection was performed, by means of visual observations and conducting roof field test cuts, to inspect the tin capping and hot mopping of the roofing felts. At the time of our inspection, the installation of the roof surfacing material had been partially completed. Three roof field test cuts were made. Based on our findings, the followings were found: Flat Roof 1. The roof system consisted of a built -up roof system. The base sheet was noted to have been mechanically attached to the underlaying wood deck. The nailing pattern for the field area was between 6 and 7" o.c. at the side lap and two rows between the side laps between 6 and 8" o.c. The type of fastener used was 1 -1/4" long ring shank nails thru 1 -5/8" tin caps. 2. The nailing pattern for the perimeter /corner areas was between 5 and 7" o.c. at the side lap and six rows between the side laps between 5 and 7" o.c. The type of fastener used was 1- 1/4" long ring shank nails thru 1 -5/8" tin caps. 3. On top of the base sheet, two plies of roofing felts were fully mopped. In some areas, the mineral surfaced cap sheet was also had been applied. The amount of asphalt used was noted to be adequate where the roofing felts were not touching. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. Please review the result reported and if have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully sub i s 'tted; LG Engine g ;ices, Inc. ad Sonny Salleh, P.E. Project Manager Visual Roof Inspection Residential Home 1294 Northeast 96 Street Miami, Florida LG Engineering Services, Inc. Project Number: LG06 -0290 (Testing Laboratory Certificate # 00- 0224.07) Lab Report No. 06- 050412 mg Building Solutions For The Construction Industry ineering & suiting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 C.A. #: 26095 Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 1294 NE 96 ST. OWNER BRIAN BLACK CONTRACTOR: HOME DEPOT INSTALLED PRO. TILE TYPE: SPANISH S. ATTACHMENT :: FOAM Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: BP2005328 ROOFING SQUARES': 50 ROOF PITCH: 5:12 INSPECTION DATE: TEST DATE: 5/19/2006 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 Passed 95 -105 6 -10 Passed 26 -30 Passed 46 -55 Passed 76 -80 Passed 96 -110 11 -15 Passed 31 -35 Passed 56 -60 Passed 81 -87 Passed 111 -134 16 -20 Passed 36-40 Passed 65 -70 Passed 88 -94 Passed 135 -200 THIS ROOF HAS: PASSED FAILED LITHE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 80 76 73 75 77 74 72 69 71 67 68 65 66 6463 62 61 59 58 27 26 28 Flat 24 21 25 19 30 31 35 37 33 36 18 38 39 2 34 40 41 42 43 Flat 48 17 16 13 0 51 44 47 49 4 52 45 '16 6 Reviewed by: Alberto Cardona Lic. No:11138 Voice: 305 -256 -4550 14 12 53 55 23 22 4 7 10 2 8 5 11 Floridatec.net Front 85 87 Flat 86 91 92 89 90 Fax: 1- 866 - 333 -6988 MOMS MOMMiiM*Mmui�imUmM�iie M MUMMMUmU UMM*Mmmti**M*n*i**WM ii **M 1� M1! IMMM *M :MMMMMM M1ri sMMsummmm Liss! IMIIMMMMOMamm tiirMMiCMEMM>rMi1CMMiEif MiM■ 1[>EiM ikMi[ifilM>rr>rrMM ii:iMMM7i1iMMIFM1iMiiisifiNiii MOAMMUXIMMMM *MK r+arc """"0wc�syc�l mMUM ***MMMXIM UM** * ** MOMMOXEMM�UMlfUMW MMM IMMIO iirli MOMUS >FMU MMiommammOMM IMMO)�mum .� lrMMMMlI mmp minim ium iOMI* Ib ■ w iiM�t�iMirrra€ tr MtiM iiMlfirfitriK7iMiM MMitMM iiifliikifiMliiQii�E RN r irFiEWMI ■it it MMOMiiisMWMM MMR 11WORMMIRMOIMMM NM MIUMMOMMMMO > MUMMOM IM iEi[ OMMUifi�UMS*iEii **** M AXM M SOMME WM iMftitfiil milm —MOM MMS1lM#>E7rifMMiliM■ MX' iwliriiE MiiirMiiF MM a■ c , l7ti[itY****■ lr**Mem i Wm OMMM )i MIS sus MMi<MiMMMNMMMiMilMm' 55 m :. :. Es Sea iswni ' mimioim. mma SWUM IMMIM ; ; A* q 4 N41�i14111s 9R�lf �Ifilt ilFi� maim *iiiiii` -Y WNW Iifklyf�iFilrOmMon r�NilM* mg Wm m. " 1i ._Z.3.:. :.........��'M #>�mit Miii«iiiiariririii. iitMM MMAM M 1F1rit 5111115155 MMii ' ` .MM�M :MGM MX* M�1ti[ { z s !1X>r MMtMlMM MUMS MM .�.. ilrilE■ =ilrir irf co mM uM OM ' i x .51::::51111 WUMMMOMMOVU . � AMOMMIMOMMI i UNOMMgMUUMMUS Isom M ***Mi *lriR MUI MMMMf M*V 111111 IR M wooer_3 . MMiE',' > .. li i ' iMiiirir'ariiiii�' i �Mliii R >ri<M>i .... i a_ -_ IM LL MimammO>Nmmom [!E lfi3# ffM *MU °� it d Wmi**WO li i�iF i1fMiM ri #iRlAltli ■ O. O MMMMmum iE ■ ' _ t mime MMM r,tfs�ii>wlMM�iiir ii::!!llllHhIh. �! s ; tiii !1t illhi! _ ilii 7 �[ ii1e f'_p �raftIn � T i �. f.iE iE1 S { t MU t ; ii z x Mii MMMM —al *- NM i! _i. WM M ' MMES* ***M . r 3 r . _E ? � = i[MM* sirs. } s ss*, .. M'_sii_. to -n e't 4/- Beigtesta cZoie Defame Pearl -= = 190;1°n C (Lowp4R. Sy. (If a component Is not used, identify as 1W) System Manutactsier. NOA No.: LI) 3 -z te.t Ftellt " • , # Rows . • elm Perimeter: Design Wind PleSIRMS. From RAS 128 or Catculationm Pnax1:t Pima LJ If? IPmax3: 1.41 Max Design Pressure, From thaSpecific NOA SYstem: A 0 1Th Decic Type: I e' Slope: / AnchodBase Sheet & of Ply(s); F - 6, ; Sheet Fastener/Bowing Material: 4 Insulation Base Layer 1 Base instdallon Sze and Thckness: Lk) / Base Insulation Fastener/Bonding Material: fikenber of Fasteners Per Insulation VA Wood Gutter, Edge Termination, Flashing, Continuous Cleat Cant Strip, Piashing, Counter- Flashing, Coping, Etc. In Reef Height, Parapet Height, Component Material, Type, Fastener that Spacing or Submit Comply watt RAS 111 and Chapter 1 Top Insulation Layer. ; 4 Top Insuktlion Size and Thickressec Top Insulation Fastener/Bonding Nigeria Sheet(s) & No of Ply(s): Base Sheet FastensrlBoncfmg Ply Sheet(s)li No. of Ply(s): Py Top Top PA Fastener/ rr ,74., RAI Outfacing: 11 SPIV 12a_c1.48 5/C3 PAGE. 3 Florida Building Code Edition 2002 Hurricane Tone Uniform Permit :4 rt \: Section D (Steep Sloped Roof Svsteml Roo? System cturer /m 1 Natice of Acceptance Number: / / f. � CC3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): • 1a P2: $ ( -73-1 P3: — . Maximum Design Pressure (From the NOA Specific System: Method of the attachment Roof Slope: 51:12 Steep Sloped Roof System Description. --ft3d ST/Y7 Barter: astener Type & Sparing: divisive Type g srm YPe Cap Sheet l fi5TM I oof Covering: Ridge Ventilation? Al Mean Roof Height: } 3F &t X311t_ 123_01-48 5/03 PAGE4 v� 1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 As it pertains to this section, it is the respond 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, Bulking govern the Wolin= 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 box adjacent indicates that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (13igh Velocity Tforrimne Zone) are for the purpose of providing that theruling system meets the wind nasigance and water intmsion perfor +c standards. Aesthetics (appearance) are not a consideration with re pest to w provision& Aesthetic issues such as color or a rchiteciilal appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Revelling Wood Deck= When replacing roofing, the existing wood roof deck may have to be retailed in rdance with the current provisions of Chapter 16 (High Velma Ihmricane 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 vide delineation between neighboring units (i.e. etc.). In loildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 6 4. Exposed CaTargie Exposed, open beam ceilings are where the imderside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetunions of the crndnrside of the decking may not be acceptable. The Florida Building Code provides the option of inaiutaining this appearance. 5. Poaching Water: The current roof system and/or deck of the Wilding water to pond (accumulate) m l areas of the roof c be an indication �' not drum well and may cause require the review of a professional Amami Ponding may � � distress and may new roofing system P - oncling m� the and of the conditions should. be corrected. not mail roofing system is removed Pending �6. Overflow Scuppers (W ): It is required that rainwater flows off so that the reels not overloaded from a buildup of water. Periedge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not pro's. It may be necessary to install overi%w scuppers in accordance with the rements of Florida Building Code, Pig. , 7. Ventilation: Most roof stmctures should have some ability to vent jai airflow the structural assembly (the through interior of building )- The amount o� attic shall not be reduced. It maybe beneficial to consider additional venting which can result in extending the service Ilk of the roof. Owner's/Agents Signature 46.57 Date OMPLIANCE OFFICE lfl�O> 'TCONTreol. DwrstoN NOTICE OF ACCEPTANCE (NOA) Maar (USA), 684 NW 77 Avenue Milawni, .'L33166 MU:MI-DADE COUNTY, FLORIDA METRO-DADE FL AGLER DUILDINC7 149 WEST VIAG'LER STREET, SUITE 1603 allAitg„ FLORIDA 331 34- 563 (305)375-2,901 FAX (305) 375-2908 SCOPE,: This NOA is being issued uncle" the applicable rue ,5 and regtiladons governing the use of construction materials. The documentation submitted hasbc n. reviewed by Miami-Dade County Prg.iduct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid a.0.er the expiration date stated below. The Miarni-Dade County Product Control Division (In Karni Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or mateal tested far quality assurance purpos. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AILI may immediately revoke, modify, or suspend the nse a such product or material within their jurisdietkui. BORA reserves the right to revoke this ae,ceptanee, if it k determined by Miami-Dade Comity Product Control Division that this produet or material fails to meet the requirements of the applicable building code. This. product is approvad as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Altusa "S Clay Roof Tile LABELING: Eb unit shall beer a permanent label with the manufacturef.s name or logo, city, state and fotiowhig statement: "Miami-Dade Coi.mty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall x considered after a renewal application has been filed and there has been no change in the applicable building -Lode negatively affecting the perfm-marice of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the Cnaterials, uses and/or trzrutfNctice of the product or pro=ss.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. ailure to cookOy with any section of this NOA shall he cause for termination and removal of NOA. ADVERTISEMENT: The NO.ri, 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 sn its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer r tts distributers and shall be available for inspection at the job site at the recite,t of the Building This NOA consists of pages 1 thrno.gh, 7. be submitted documentation vr.cs .reviewed by ,Vran k Zuloaga, RRC !VOA Ma:: 024 1 4 5..i4 Mpiration Ltatz I211etr` Approval Date: 12/121C,. rage ROOFING ASSE LY APPROVAL Cutegn Stab-Category. Materiafi Roofing Roofing Tiles Clav I. SCOPE This renews roofing system usiaR Mt tam Oe Piece S' Clay Roof Tiles, as manufactured by Abriar (USA), loc.. and described in won 2 of this Notice of Acceptance. For locations where the pressure requirements, as detennimed by applicable Building Codc sioes not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Product A_Aplicant Moen/dons eeificution Description Altusa One Piece 'S' 'rAs 1 !I Tile Trim Pieces Clip Clip L= 18 W' W 10.5" V2" thick noliki, ;al 3.25" high Length: varies Width: vart; s varying thicluiess L= 6- D=0.125" 0.05" thick 2.1 SUBMITTE EVIDENCE: TAS 112 PA 114 PA 114 -le ...14,Ems, Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, hie. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. ceiotex Corporation Testing PRI Asphalt Technology. 1n Redland Tee.hn1ogies 94-083 94-084 25-7200- / Project No. 307025 Test #MDC-78 WITS 520649 C12-001-02-01 7161-03; Appendix High prorde clay roof tile, For direct deck OT batten mil-on, mortar set cv adhesive set applications. Accessory trim, clay roof pieces for use at hips. rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test NasnefRonort Static Uplift TcAing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick-Drive Screws, Battens) Wind Driven Rnin PA 100 PA ItV(A) PA 102 PA 102 Rate April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 200) Dec. 1991 2§10A 1 02-1115113 Expiration Dab= 12/2601* Approval Date: 12122{02 rage 2 of v S. Test Agen Redl arid Technologies Recliand Technologies Redland Tmhnologim Redlancl Technoloes AATalker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, hie. Walker Engineering, Inc. Walker Engineering, Inc. 3. LiltilITATIONS Test Identifier 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Calculations Evaluation Calculations Evaluation C,aIeulatioas Evaluation Ca' leulations Evaluation Calculations Lest Nainefga Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA. 108 (Nail-On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of -screw vs. smooth shank mails Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b- 25-78044 & 5 25-7848-6 Dat Dec. 1991 Aug. 1994 July 1994 Sept 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this as-ceptance_ 3.2 For mortar or adhesive set tilt applications, a static field uplift test shall be performed in accordame with RAS 106. 3.3 Applicant shall retain the services of a Mimi-Dade Comity 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.S 30/90 hot mopped underlay applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment niaterial manufacturers published literanne. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May he installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altiisa One Piece S' Clay Roof 'file and its components shall be installed in stricT compliance with Roofmg Applkation Standard RAS 118, RAS 119, and RAS 120. 4.2 Data Fur Attachment Calculations Tabl : Aver Wei (16` n d D6nsIois c w) Tile Profile We1htW 6.8 ‘ Leingth-1 (ft) MIIIIIIIMMIIIIIIIIIM Wi -vv (ft) 0.875 Oie Piece , ° TUe P40A No. 82-1115.83 Erpiration Dote: 22116/fr ApPrOV21 aste;12/12/8:: Page 3 of Table- 2: AerodyEarato Multipliers - THe [OneProfile Baiten Application 0253 (ft) Direct Deck Application 0.274 Table 3: flk e P TD-rte Pte 8' Tile 3": 12" s OiCt : &mem 2 Direct Deck B1tns 0iect t:Nrect Deck 1": 12 Battens. or Dtrect 0 447 525 4_ 5.27 4.31 &.16 4.20 5.03 8.08 4. Tab 4: Atta tance Epr or Na:la-On ' ct (Min 1/32 ck (Ai3n. i132" plywood) One Plece " 2-10 -r -10 41.2 194 Sheek Nei -i0dSthc.rScraw. ".9 Nails Sw 2 Ss L 58 1 23.1 i-lOd Sm�th CAT sn ve 2-10d Smooth or Screw Shank Neils Held C 2-iOd S�t,t or Sze w 38.1 .1 41.8 One Piece I Screw with dip Tile' head of ' One Piece " 1. Screw must be se5ed n the 187.1 NIA -1 a Moment ft% (ft-Ibf) T'Ie Application Minimum Allachnient Profile Resistance One Piece '3' Tiie Mtie.sive 2 See manufacture approval for inatailation requirements. 3 Fte.xible Products Company lleBond Average weighl per patty 10.7 grams. A9 NO.A. We: 824 1/5,C1 ligapiraiea Bet- I211.6i07 Approval De Ma afo: rage 4 er' • Table 5: AU'achrttent Ti le Profile Kart:MU2161M ...SCATaSSUO.3 igz ma for "Oder Sell '..-1;'!04.eins Tile Appiication =ft/mew... - Attachment Resistance One Pce `S• Tile Mortar Sett 24.5U 5. LABELING AU tiles shall bear 'dye imprint or identifiable markina tif the manufacturer's narne or logo. or following statement: "Miami-Dade County Product Control Approved'. 6. BUILDING PERMIT REQr < 'NTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1..1 This Notice of Acceptance. 6.1.2 Any other docomems required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE 4S5 CLAY OOF TILE NOAIT 02-1115.11.3 Ewerztion Date: 12f16IF Approval Data:. 12/12.M: Pave S of • CLIP DETAILS NOA 1 : 02-1115.03 Rapiratlon Date: 112/16/07 Approval Daft 12112102 Page 6af7 CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 0411503 Expiration Bah= 12/16/07 Approval Date: 12/12/02 Page 7 of 7 R :J !t" . Polyfoara Products, Inc, 2400 Spring-Steel) Road Spring ,T% 77383-1132 Your application for Notice of Acceptance (NOA) of Two Component Pulyuurethene Fe, r5■P 'halve under Chapter 8 of the Code of hasmi-Dade Co vl$, govesming the use of Alternate MatifigliS and Types of Construction, and Completely described I has been I' ft -4-1,# r far 4,4-Vg1T5•41' by the Miami-Dade County Buis Code *,) W.T - Office (BCCO) v., 4., the frit-1,t.Zt 411, specified herein. 13E3ILDING CODE CORIMIANC/Z OFFICE METRO-DADE FLAMER BUILDING 140 wasrmanotaft STIIIihr. SWIE 1603 MIAMI, FLORIDA 33130-1563 (305)375-2901 PAX (305) 375-2908 CONTRACTOR LICENSING SECTION (3O5)375-27 FAX (305) 375-2558 MICMAC= ENFORCEILEINT DIVISION 305}375-6 FAX .305)375-2908 POODOCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 This NOA shall not be valid after the expiration date gated below. BCCO memos the tight to secure this product or material at any time born a jobsitc or manufacturer's plant for quality control testing. If tbis product or material fails to perform in the *, * mariner, BCCO may fileVoke, inocliflY, or suspend the use of such product or material immediately. BCCO reserves the right to revalw this wawa, if it is determined by BCCO that this or material fails to meet requirements of the So Florida Building Code. * *two The expense of such testing will be incurred by the manufacturer_ ACCEPTANCE NO.; 411, EPIRES: &Si This application for Code and Product Revew forth above. z Chief Product Contiol Division Ptcs OR 4IZNEL INA 411471-giP," APPRO 1034500011p02000kkargplatesInazice liCCebtante cover wetdot Internet mall addreas: J8J4 diageadeamlik by the e 11 approved by the Building %Dade County, Florida under the conditions set galterage: nancisco L Quinuma. R. A. Director Miami-Dade County Building Code Compliance Ofl ROOFING ASsEmDLY AsiFieROVAL Catmorr. Roofing 5013-Category: Roof Tile Adhesive Pohlman:11e Appmial Date: 2 Expi rr,tioti Date: May 6 SCOPE Thprovepp1 60 as In by Polyfoart Products, lase. as described in Section 2 otice of Acceptance. For the k)..-iatts where the design pressure requirements, as determined by Rouble cuts/ions in lo dessgst pressure values Standard RAS 127, for Polypree AJ1 160. Where for single patty placement, 2. PRO CT Mar ed by Po 41"4 Am 60 Foarnpro6 RTF1000 ProPacka 30 & 100 ...,13-11- t fa* "-.16, does not exceed the with Roofing Application ofile roof tales system us ss a moment system thle patty systents as A N/A HIA Test US PA 101 2.2 Typical Physical Prverlics: Pr_gulftt Test Density AS'FM D 1,622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorptiorx ASTM D 2127 Moisture Vapor - ASTM E 96 Transmission DimentSiella ATM D 2126 Stability era: Tile Asse-,tbly use ofPohpn, Al1160 rof:-Ftile dbsiv Product Description Two component polyurethane Equipment I:6.. Eetthunent a cunent NOA Eggisk-i 1.6 ibsift? 18 PSI Parallel to rise 12 PSI Potpendicalar -ise 28 PSI Parallel us the 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Chang % 400 F., 2 wm.kc limpidity. 2 weeks ACC 01-0521.02 Note: The physital properties Eishad above are presented as typica1 average values determin' ed by neeepted AVM Ins- merlon:is and re stiokifi..i alarmist; inanaci.chning variation. 3= vaiwrrAno 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypr* =3 AH160 3_3 andeehr -,r RAS 120. 3.4 3°5 :113.1*It be used with Low, & ligh lile be itt compreance with -ov Tile acquiring acceptance for the us of • # ive with their the assemblies shall test in accordance with manufactures acquiring accepts/we for two paddy use ofP AH160 roof tUe adhesive = tile accordance with PA 101 and ,," &cti on 10_4 .;,; modified herein. 4. INSTALLATION 4.1 P AH160 may he NOA lists uplift resistance values with the uae o 4.2 Polypro0 A/1160 shall be applied in compliat. tce with the Component • • section and the corresponding Placeznent Details n w ber-rin. rooflile assembly's adhesive :0. -.7,1,a.rp. wtk the use °fp, AH-160 shall provide system, to meet or exceed Eje County Roofing data is noted in the roof jr4 AH160 roof A 101. t with the hall test in the Application tile assembly NOA 4.3 Potypro0 AH160 roof e adhesive and its components shaq be installed in accordance withRnefin d RAS 120, rodueu, Pol AH160 Operating instruction and Maintenance Ecoklet. 4.4 luantliatien must be by a Factory T s't,t rft AppliCEDe ;3'roved :lit* limns by Polyfoarn Poducts, Inc. Polyfoarn Products Inc. stri,-,Yry list approved applicators to the authorit. y having:prisdiclion. 4.5 Calibmion of the Fourapr equipment is requE--73 before ,-.tg f-1-*.-A any adhesive The mix ratio between the "A" component an :'.= their component shall be maintained betwecn 1.0-1.15 (A) 1.0 (B). The dispense; liner shall be set to deliver 0.0175 to 0.15 pounds per tile as detemined at calihr,--on. No other settings shall be approved. 4.6 Polyp Ar1160 shall be applied with Foampro R.171000 o: ProPack® 30 & 100 dipensiig equipment onty. 4.7 Polypro0 A11160 shall not be exposed permanently to stmlk-41.-,, L. 2:11 44,tV";-,14:i ' rre Fmk- Zoloaga, Prod= Control Examiner dkg Tiles must be adhergj ffl fr y applRed adhesive. The must be set within 2 to 3 minutes after P has been &Ls' pensed. 4.9 Polypi-00 AH150 plactanent and tranimgrin patty - 1=hral be the 'Placement Details herein. Each generic tile equires the s noted herein. LABELING All Polyprotl) AH160 containers shall comply with the Standard Conditions listed herein. MEG e in order to Frani 7 Produ4: Coning Thanyiner • :ran' RRC contvol Examimr f ' A insffvz yfP A M N DETAIL SINGLE �e I GLE C A= Y Y Plothgt Control Rxarnip - ACC ADHESIVE PLACEMENT DETAIL DOUBLE PATTY K-05214,92 ?rodue, Douthrter 1. Renewal of this AOCeptanee (approval) sh11 be c and the original submitted dommtents, older (8) yews. Z. Any and all approved Mt; ,t,,* the following ade specifically stated in the specific conditions offitis Acc ACC&Firt4NTCY4 No, .91!-052142 !abed with County Prodp,I comet". lication has been filed -*nearing documents, are no manafacturees name, city, Conno1 Approver, or as 3. Renewals of Acceptance will slot be considered if a. II= has a change in the South Florida Ca*ii loadimn of this product and the product is not in compliance with the code chang. b. The is no 1ln some Product (identical) as the °fie arigimilY approved' If the Acceptance holder ha not complied with all the rw-tirmuents of this acceptance, including the correct instaliaticri of the product, d. The engineer i.vIi o. originally prepared, signed and sealed the re:wired acenaleatation inftiafly s-ubmitteci, is no longer practiring the engineering profession_ 4. Any revision or in the materiak, aa, andfor reanuticturc of the product or process shall requested t p automatically be cause Ear termination of this Acceptance, unless prim- written approval has been office filing of a revision application with appropriate fee) f7118 granted by this 5. Any crf the 1kig shall also be grounds ir renlovnl of this Acovtance: a_ Unsatislictory perfinmance of r4i,Z protium or process. b. Mi suse of t ; as an endorsemran of any product, far sales, other purposes. 6. Tice Notice of Acceptance number preceded by the words Miami-Dade Co , by the expiration date may be displayed in advertising literature. if mry portion of the Notice of Acceptance is displayed, thee it shall be done in its entirety. 7. A copy ofthis Acceptance mil as approved drawings and other domnients where it applies, shall be provided to the user by the manoractmer or its trim:dhoti:1m and shall available for inspection at their* site at all time. The criOneer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be came for :.-51111inatiall and removal of Acceptance This Monne of Ace consists ofpages 1 through S. or any END OF WETS ACCEPTANCF„ Frank 2doege., PAC 3eadus 7:outrol Exarninter A. DRAWINGS: NOP TERM 12.W..&my Center for Applied Rngineering Center for Applied Engineering Center fin- Applied Engineering Center for Applied Engineering Center for AppI Engering Miles Laboraaaries Polymers Division Ramtech Laboratories, Inc. Southwest Research histicrne Southwest Researth Institut Trinity Engineering Celotex Corp. T Services Celotex Corp. Testing services Clotcx Corp. Testing Services ikeir.EFTVOICE No, 'For Me ONLY Not part 4.1V0A. 04-060 257818-IPA 25-743-8-3 25-7438-4 25-7438-7 25-7492 14-0-589-631 9637-92 01-6743-011 01-6739-0621411 7050.02.96-1 528454-2-1 528454-9-1 528-454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test 0 Altai- Dade PnoteDal PA 101 Miami Dade Protocol PA 101 SSTD 11-91 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 10- ASTA4r E 106 ASTM E 84 PA 114 04/08/94 12/16/96 10/25/95 11/02(95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 Miami Dade Pinki& PA 101 10/23/98 Miami Dade Protocol A101 12/28/98 P I-foam ." ACT*Or 00.1L. ACCIiTTANCE No- 014621.62 C, CALCULATIONS: Walker Engteee D. MAMMAL CERTIFICATION& NOM E. STA TrIVErgsTTS: NONE E-2 Evialwtlign of Teatik, 04/07/99 BUILDING CODE COMPLIANCE Or•1TCE (BCCO) PRODUCT CONTROL DTVISIONY NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FIAGLER BUILDING 140 WEST FLAGLER STREgr, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Bullt Up ' +; ,' 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", useless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perthrrnance of this product_ TERMINATION of this NOA wiil occur after the expiration date or if there has been a revision or change in the rnareaials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature_ If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 4102-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloal a, RRC NOA No: 03- 0501.05 Hapfrafaloo Date: 11/04/08 Approval Date :10/23/03 Page 1 of 21 ROOFING SYS I Ervl APPROVAL Category: Sub-Categpm: Roofing BUR Deck TYPe: Wood Maximum Began Prey -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TATO F 1 Product Dimensions GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix TM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix Tu System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cetnent Jetblack Premium Flashing Cement GAFGLAS® #75 GA FGLAS #80 Ultima Base Sheet GAFGLAS Flex Ply 6 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D.1863 Granules for surfacing of exposed asphalt, cold prOcess cement or emulsion. GAF Winer-al Shiekl® Granules shall he used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 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 surface& ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23103 Page 2 or 21 A 4 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat- WeldTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat- We 1d114 170 FR RUBEROID® SBS Heat- WeldTm PLUS RUBERO1D® SBS Heat- Weld PLUS FR RUBEROID® SBS Heat- Weld m 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Test Dimensions Snedrication 39.37" (1 meter) wide 39.37- (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.3T') 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 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 2178 ASTM D 3909 ASTM 13 4897 D 3672 ASTM 13 4897 D 3672 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM 13-6164 ASTM 134601. Type 11, UL Type G2 BUR ASTM 136163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with 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. 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. Non-Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS- modi tied base sheet SBS modified asphalt base sheet and interply 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: 11/04/08 Approval Date:10/23/03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP .17014R RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dimenst *oils 39.37" (1 meter) wide 39.37"(J meter) wide 39.37" (I meter) wide 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 3937"(J meter) Wide 39.37- (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37"(I meter) Wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer-modified asphalt and smooth surfaced. Non-Woven polyestermat 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 rhembrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. 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 naentbrane, granule surface. Non-woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No 03.-0501.05 Expiration Date: 11/04/08 Approval Datet10/23/03 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile-Mate 13ase Sheet Tile-Mate Cap Sheet Test Dimensions Speeirir.atinn PA 100(A) ASTM D 1929 ASTM D 635 5 gallons None 5 gallons ASTM D2824, Tve I 100 lb. cartons, bulk 60 lb. kegs Product Description One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non-fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types 1, IL Ill arid IV 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3 wide Shingle-Materm 4 sq. roll Underlayment 30 lbs. TopCoat® Surface Seal 5 gallons SB (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons MB-1-(Matrix 715 MB Coating) TopCoat MB-F(Matrix 5 gallons 715 MB Coating) Weathereotem (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low V GC 5 gallons 5 gallons Matrix 101 System Pro SBS Adhesive (RuberoidOMB) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle tmderlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10T23/03 Page 5 of 21 Product (Ruberoid®MB) Matrix 202 Select SBS Flashing Ivlatrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluniinuin Matrix 304 Se lect Non- Fibered RUBEROID® Modified Bituinen Adhesive Test Prods set Dimensions Smell-K=6m Description 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons ASTM D2824, Non-ftbered aluminum pigmented, asphalt Type I roof coating. 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, Energy Guard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTm GAFTEMP Permalite Recover Board GAFTEMP GAFEDGE Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line TAM X'. 2 Product Description Polyisocyannrate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perIit insulaticm. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered pertite board High density wood fiberboard insulation. Polyisocvnurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation 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 Corn. GAF ivlaterials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA No: 03-0501.05 Expiration Date: 11/04108 Approval Date:1on3/03 Page 6 of 21 APPROVED INSULATTONS: Product Name ACFoarn & Composite ISO 95+ ISO 95+ Composite Arood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck El\TRGY-2 & E'NRGY-2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi-Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name T AKIN. 7. Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurateiperlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyannrate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation GAFTITE® (Drill-Tec®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill-Tec®) ASAP 3. GAFTITE® (Drill-TecO) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill- Tee() .Metali 5. Polypropylene Plates (Drill-Tee® Plastic) 6. Dekfast Fasteners #12, #14 &#15 TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pm-assembled GAFTITE Fasteners and metal and plastic plates Base sheet fastening assembly. Round galyalurne stress nla res Round polypropylene stress plates. Insulation fastener for wood, steel and concrete dmk.s Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products. Inc. generic generic generic G-P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3½" GAF Materials Corp. 3" and 3½" GAF Materials Corp. Construction Fasteners int! NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/2.3/03 Page 7 of 21 APPROVED FASTEN EN FRS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. GIa sfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G-2 17. Olympic Standard 18. Insul-Fixx Fastener 19. Insul-Fixx S Plate 20. Insul-Fixx P Plate 21. Tru-Fast 22. Tru-Fast Pl ates 23. Tru-Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalutne stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre-assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalurne AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 'A" 3" x 3 1/4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc_ Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS/Stadler SFS/Stadler SFS/Stadler The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. NOA No: 03-0501.05 Expiration Date: 11104/08 Approval Date:10/23/03 Page 8 of 21 EVIDENCE SUBMITTED: Test AgeneY Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. FL Test Identifier FMRC 1996 2B SA4.AM J.I. 3B9QI.AM J.I. OD0A8.AM OD I A8. AM J.1. 0Y9Q5.AM GAF-012-02-02 GAF-020-02-01 02-005 02-014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift PARC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.0197 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/Z3/03 Page 9 of 21 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: '4/31" 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) Insulation Fasteners Fastener (When appficable: Steel plate only =S, platic plate only (Table 3) Density/ft2 =P) ACFoam-I, ENRGY 2, GAFFEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard, BMCA EnergyGuard Composite, EverGuard ISO, ISORoc, EnergyGuard RA, EnergyGuard RA Composite Minimum 1" thick N/A N/A BMCA High Density Wood Fiber, GAFTEMP® =: h Density Wood Fiber, GAFTEMP RecoverBoard, Wood Fiber, GAFTEVIP® Fiberboard Minimum 1/2" thick N/A N/A Perlite, GAFTEMP® Permalite®, Permnlite Tapered, Paroc Minimum 3/4" thick IC/A N/A Fiberglas (Min. Is/a" thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in futi mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 rt2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated bald dry or a layer of GAFTEMP® PERMAL1TE or wood fiber overlay board an all isocyanurate applications. Anchor sheet: Fastening GAFGLAS #80 tJ1tn1aTM Base Sheet. STRATAVENT® Eliminator Perforated RUBEROID Modified Base Sheet, RUBERO]D® 20. RUBEROID SBS HeatWeidTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened as described below; GAFGLAS® Ply 4®. GAFGLAS Flex PlYn4 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure .-45pL See General Limitation #7) NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 10 of 21 GAFGLAS® Ply 4®, GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFfITE) #12 or #14 Screws and 3" Plates. 12" o.c. in 3 rows. One row is in the 2" side Ian. 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 Ply." 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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 Anchor sheets attached to deck with Drill-Tee (GAFFITE) #12 or #14 Screws and 3" Plates. 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Litnit' Mimi #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFITTE) insulation plates at a fastener spacing of 9" o.c. at the 4" tap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General LiMitation #7) GAFGLAS #75 Base Sheet or anv of above Anchor sheets attached to deck with Drill-Tec (GAFTffE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENTa Eliminator Perforated. RUBEROID Modified Base Sheet, RUBEROTD Mop Smooth, RUBEROID® 20 RUBEROID SBS Heat-Weld Smooth or RUBEROID SBS 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 lbs./sq; (see General Limitation #4). Ply Sheet: One 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 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 lbs./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 lbsisq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gat/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. 2. Asphalt flood coat at an application rate of 60 lbsisq. ± 20%; plus gravel or slag with an application rate of 400 ll?sisq. & 300 lbsisq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SE 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: See Fastening above. NOA No: 03-0501.05 Expiration Date: 11/04/013 Approval Date:10123M Page 11 of 21 Deck Type 11: Wood, Insulated 19 Deck Description: .112" or greater plywood or wood plank System Type It: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only ---,S, plalie plate only =-P) (Table 3) Density/if ACFoam-I, GAIrl'EMPO Isotherm R, BMCA EnergyGnard, EnergyGnard RA Minimum 1,3" thick 1. 2, 6, 9, 13, 14 & 21S 1:3 ft2 E'NRG"i 2. GAF Isotherm RN Minimum 1.4" thick 1, 2, 65, 9, 13, 14 & 21S 1:3 ft2 E'NRG'Y 2 Phis, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5 thick 65,9,18 &21,5 1:3 ft2 Perlite, GAFTEMP® PERMAL1TE ® Minimum 3/4" thick 15(3.5'), 65. 9, 13, 14 & 1:2 ft2 21S Fiberglas Minimum's/16" thick 1, 2, 6, 9, 12, 13, 14 & 1:2.67 ft2 21S Wood Fiber, GAFTEMP® Fiberboard, GAle l'EMP High Density Fiberboard Minimum 1" thick 1, 2, 6, 13, 14 & 21S 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. InsuLation panels listed are minimum sizes and diniensions; ir larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator 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 Fasteners Fastener (When applicable: Steel plate only platic plate only =P) (Table 3) Density/ft2 Any of the insulations listed for Base Layer, above, N/A N/A High Density Wood Fiber, GAFTEMP® High Density Wood Fiberboard. PERMALITE® Recover Board Minimum 1/2" thick N/A N/A Faroe Minimal-11M" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 Ibs./100 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No 0-0501.05 Expiration Date: 11/04/013 Approval Date:10/23/03 P e 12 of 21 Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 ULTIMATm Base Sheet, GAFGLAS® PLY 4®, GAFGLAS® PLY 6®, GAFGLAS Flex Ply 6. GAFGLAS® STRATAVENT® 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 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4®, GAFGLAS Flex PlyTm 6 ply sheet, #80 Ultirna, 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 lbsfsq. (See 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 instructions for approved method of installation). 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 art application rate of 1.5 gaL/sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 ,E,TaUsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbsisq., 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. Maximum Design Pressure: -45 psf; (See General Limitation #7) NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 13 of 21 Deck Type 11: Wood, Insulated Deck Description: '9/3," or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base .Layer (Table 2) Insulation Fasteners Fastener (When applicable : Steel plate only =8, piatic plate only =P) (Table 3) Density/re ACFoatical, 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 Min. 1.4- thick N/A N/A ISORoc, E'NRG'Y 2 Pins, GAFTEMP Composite A, GAFTEMP Composite N, BMCA EnergyGuard Composite, EnergyGuard RA Composite Minimum 1.5" thick N/A N/A Perlite, GAFTEMP® PERMALITE Minimum 3/4" thick N/A N/A Fiberglas Minimum 15/,6" thick N/A N/A Wood Fiber, GA}TEMPO Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minitmitm 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 or 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) Insolation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) (Table 3) Densitylft2 ACroam-I, GAFTEMP® Isotherm R, XIMCA Enei gyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, 6, 9. 13, 14 & 21S 1:3 ft2 E'NRG'Y 2, GAFTEMP Isotherm RN Minimum 1.4- thick 1, 2, 65, 9, 13, 14 & 21S 1:3 ft2 E'NRG'Y 2 Plus, GAFTEMP Composite N, BMCA EnetgyGuard Composite, EnergyGuard RA Composite Minimum L5 thick 6S. 9, 18 & 21S 1:3 ft2 Pertite, GAFTEMP® PERMA LITE Minimum 3/4" thick 1S(3.5"), 65,9, 13, 14 & 1:2 ft2 21S NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 14 of 21 Fiberglas Minimum '5/16" thick 1, 2, 6, 9, 12, 13, 14 & 1:2.67 ft2 21S Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick 1.2.6. 13. 14& 21S 1:4 ftz Note: Insulation at nels listed are minimum sizes and diniensions; 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® Eliminator Perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanar-ate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 UltimaTh Base Sheet., GAFGLAS® PLY 4®, GAFGLAS FlexPly. 6, GAFGLAS® STRATAVENT® 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 20-40 Ibs./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 FlexPly 6 ply 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 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 lbs./sq. Surfacing: (Required if no cap sheet is used) Install one of the following:) 1. GAF Special Rooting Bitumen with an application rate of 20 Ibslsq with an application rate of 1.5 galfsq.; 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 Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 400 lbsfsq. & 300 lbs./sq.. respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Pius (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) NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 15 of 21 Dick Type 0: Deck Description: Woad. Insulated 19/32" or greater plywood or wood plank System Type 1) (1): Insulation and Base sheet simultaneously All General and System Lhnitations shaft apply. One or more layers of any of the fallowing insulations_ Insulation Layer Insulation Fasteners Fastener ACFoam -I, E'iVRG "Y 2, GAB�"'l`C1Vfit'® (Table 3) Deity /ft2 Isotherm R, E NRG'Y 2 Plus, GAFTEMP Isotherm RA, ItM[CA Guard, BMCA Energy Guard RA, GAFTEMP Isotherm RN, GAFTEMP �� MP � A, GAFI'EMP Couiposite N loosely laid with Brady butted minimum thickness 1". thickness, 1.3". G� Density Fiberboard, GAFTEMP Fiberboard, Base Sheet: Install one ply of GAFGLAS® #75, GAFOLAS #80 Illtirrmrm Base Sheet, GRAS® STRATAVENT® Eliminator Perforated or RUDEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below: Fastening Options: GAFTTTB #12 or Screws and 3" Plates are installed through the base and insulation in 3 rvws 12" o.c. One row is in the 2" side The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Irruption #7) GAFTITE #I2 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" ac. in the field of the sheet. (Maxim :ten Design Pressure —75 pi; See General Limitation #7) GA FITS #12 or #14 Screws and 3" Plates in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxiinran Design Pressure —60 ps. f, See General Limitation #7) Ply S One or more plies GAFQLAS PLY 4®, GAFGLAS® PLY 6® Pty, GAFGLAS FlexPly 6 sheet, #80 Ultima or RUBEROID 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Cap Sheet; Surfacing: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and ut it rate of 20-40 lbs. /sq. (Required 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 L5 gal./sq.; or GAF WEATHER COAT® Faztulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; 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 J ati en Date: MGM* Approval Date:10123/03 16 of 21 Asphalt flood coat at an application rate of 60-lbs./sq. ± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs./sq., respectively. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coatine), GAF Weather Cote or Weather Cote LOW-VOC applied at rate of 1-1.5 gal/sq. Maximum Design Pressure: See Fastenine Above NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date10123/03 Page 17 of 21 Deck Type 1: Wood, Non-insnlated Deck � Description: , n or greater plywood or wood plank decks System. Type E (1): Base sheet mechanically fastened. All General and System ions shall apply. Ply Sheet: Cap Sheet GAEGAS #80 Ultima TM Base Sheet, STRATAVENTO Pruninstor Perforated Healable, RUBEROID Died Base Sheet, ROBERORIO 20, RUBE R(IMD SBS Heat Weldna Smooth orRUBEROID SBS Heat-Weld 25 hase shed Willy fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Fleas Ply" 16, 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" me.. at the lap staggered and 'hit two rows 12" o.. in the field. (litatimons Design Piece -45 prig See G uenzj LiMitatiarr 07) GAFGLAS® Ply 4®, GAFGLAS Flex PiyTh 6, GAFGLAS #75 Base Sly or any of above Base sheets attached to deck with Drift-Tee (GAFI'TI'E) #12 or #14 Screws and 3" Plates, 12" o.c in 3 rows. One row is in the 2" side lap. The oth rows are equally spaced approximately 12" o.c. in the field of the sheet. >' (Maximum Design Pressinw -$f psf, See General Li on m GAFGLAS Flux P1y'M 6, GAFGLAS On Base Sheet or any of above Basp sheets attached fastener to deck with a ved amn dar ring shrank nails and tin caps at a Spacing of9" o_c. at the 4" lap staggexed and is two rows 9" o.c. in the (� Design ire 52.Spsf, See General Limitation £')( GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows.; One row is in the 2" side lag The otter rows are equally spaced approximately 9" o.c. in the field of the sheet. (lifoxinsom Design Presume -gig prig See General Limitation #7) Any of above Base sheets attached to deck approved annular rug shank nails and 3" inverted Drill Tec (GAFF) won plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 69pst; See General Limitation py) GAFGLAS #75 Base Sheet or any of above Base sites attached to deck witlh Urt31 -Tee (GAFITTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows One row is in the 2" side lap_ The other rows are o c. in the field of the sheet_ approximately �' (Maximum Design Pressure -75 psf, See General Cluny # One or rnoreplies _ ® 7 ®, GAS PLY ply sheet, #lid Ultirna, RUBEROID MOP or RUBER ID 20 adhered in a full Topping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsdscg (Optional)_ One ply of GAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approt : = asp h ,,e x is, = t W and at a rate of 20-40 Ibs./sq. HOA Ncr_ .t5 A Date:10123/03 Page 12 of Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following 1. GAF Special Roofing Bitumen with an application rate of application rate of 1-5 gal./sq.; or GAF WEATHER 20 lbs /ss with an (Matrix 305 Fibered Emulsion) with an application rate ff33 gal./sq.; on Premium Fibered Aluminum Roof Coating (Matrix System t in GAF Roof Coating Mbered 301) with Yam Pro Alurrainum 2. Asphalt flood coat at an ) �' �Fi�"� °� of 1.5 galisq. slag with an application application rate of 60 Ibsisq. ± 20 %; plus gravel or 3. Top Coat ppl cation rate of 400 lbsisq. & 300 lbs sq., respectively. op Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Pius (Matrix 715 MB Coating), GAF WeathetCote or WeatherCote LOW4VOC applied st rate of 1 -15 gal/sq. NOA No: 03- 0501.05 Expiration Date: flJft4/48 Approval Date:1$ 3 Page 19 ef 21 Membrane Type: Deck Type 1: Deck Description: SYstern Type E (2): Anchor sheet: Ply Sheet Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR Wood, Non insulated X32" or greater plywood or wood plank Tile Underlaymem, Base Sheet mechanically attached. GRAS® no Uhlman' Base Sheet. RUBEROID® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a inininunn Fend lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener sparing of 6" 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 PLY 46 Ply, GAFGLAS FlexPly na 6 sheet, GAFGLAS '- ► UlturmTi, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt died within the BVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROII)® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (905 to the slope of the deck* adhered in a full mopping of Type W asphalt applied within. the EVT range and at a rate of 20-40 lbs sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). if membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to hie manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. 140A No: 03- 0501.65 E qt ?on bate: 11/04/08 Approval Date:10/23/03 Page 20 of 21 WOOD DECK SYsTigm LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a rnechrmically fastened Islam or anchor sheet. 2. Mooininnun deck. W' Dens Deck or h Type X gypsum board is acceptable to be installed directly o the GEITERAL LIMITATIONS: 't 1. Fire classification is not Dicey for fire r of thus this P�nC$. refer to a current Approved Roofing lekateriab 2. Insulation may be installed in multiple layers. The brat layer shall be attached in complianceswith Product Control Approval guidelines. All other layers shall be approved in a fasphalt within the EVT rage and at a rate of 2� lbsfscl., mopping full artw- using the of the top layer mechanically All panel sizes are acceptable for mechanical attar &W�e panel size shall be 4'x 4' in improved 4. An overlay and/or recovery board foam. insulations when the base, sheet is full panel is raquirexi � all applications over clamed cell shah be aped y mopped. If no .recovery board is used the base sheet using mopping with approved asphalt, 12" tliarneter circles, 24" o.c.; strip �nn'� ribbons ar� of rows, Encircling the center of the sheet allowing placed every 12' in e� ribbon to allow cross A 60 shall shall be at a ' ' rate of 12 lbsJsq Note: Spot �' �t application of either system shad --'—�, design pressure of-45 pas. be meted to a maxinnnn le /Fastener spacing for insulation attachment is based on a ldininnnn Chavacteristie Force vague 275 of as tested in compliance with Testing Application Standard 105. If the fasten er value, as field - tested, are below 275 lb insulation he nt sim11 not be acceptable. Fastener spacing for attachment of sheet or membrane attachment is hised on a minimum resistance value in coninestion with #ire: a specific system. Should resistance be leers than design determined d by v�ithin Building Official, a revised fastener thai � as IY Building ffic aect, or spacing, � signed and sealed by a Florida R shall utilize Architect, withdrawal or d Roof Consultant may be . Said revised wal resistance value taken from Testing Application S �10 and calculations in compliance with Roofing Application Standard 7- and comer areas shall RAS 117. densities slit( be increased with the areas. for both - uplift mgaireancarts a these compliance with and base sheet as calculated in referred within this Aeon Standard RAS 117. t A, General Limitation lip win not be applicable.) 8. All attachment and sizing of perimeter Tilers, metal 9. l conform with Roofing Application Standard RASE 111 e. design applicable load deemus f a designed pressure limitation listed shall be applicable to all roof pressure zones i.e. perimeters, and comers) Neither rational analysis, nor extrapolation shall for enhanced fastening at enhanced pressure (ie. extended comers and n r s) be applicable.) a t n any referred within this NOA, General Limitation !f1 will not 10. All products listed herein shall have a quality assurance audit in accordance Florida Building Code and Rule 9B-72 Administrative Grade 2 of the Florida Admini with the END . OF THIS ACCEPTA.NCF. NOA No: M4501.05 Expiration Date: 11/04/0$ Approval Date:I0123/33 Page 21 bf 21 Rowing Systems ---- elkmatt for 6:x1,4mm/ft bawd he _GAppeity headman gir. 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