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Roof permit BP-2003-1995
" WV - MIAMI SHORES VILLAGE 4 -' BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp'n Permit No. Name Address Company Correction , 1o3 14T q 6,Lfi Phone # CJ h Inspection Date ? 1 / 0 \ f \[7( Re- Insp'n Fee ❑ c: l< 1 BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Contractor's Company N Contractor's Address 1 I City A VA ∎ Qualifier P/X 4 (Continued on opposite side) Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Total Fee Now Due $ h -q C' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ( Building j Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 1 1 6 0 Iv b cit Alrt ‘4c sA oretate zi, 3 ) 3ff Phone # q6 M& (6 County Miami -Dade NO o—r) Oi ax 631051 Master Permit No. Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit t U 0 Square Footage Of Work: Permit No. — l 305 '751 Zip 3 3� 3 g Phone# 30 5 Sq /q/ 3 3)S3 Type of Work: ['Addition ['Alteration n ['New ❑ Repair/Re lace p ❑Demolition Describe Work: � P G. 1 YO Y\ 0 h X ` f C r{ C7 j'� h€ � ire h L&S :" 7004 Roofing C t. 4o (G * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ - ( i C� Permit Fee $ (DO.0 CCF $ 1- U CO /CC Notary $ ) - OC) Training/Education Fee $ Technology Fee $ 1. SO Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) , IY Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrumen Chc 12/15/03 My Commission Expires: APPLICATION APPROVED BY: Signature Owner or Agent Contractor s acc�knowledged�beXore me this 1 The foregoing instrument was ackno led ed before me this' 2 20 by1Vi�lfP_ 1` 12 . , day of who isonally known to me orwho has produced who i As identification and who did Lake 15 an oath tVlttYic- V • Commission #DD 3 4 PUB Expires: Jul 13 984 Sign: ` _ . _�; : , 2007 Sign: ' I �� �� A tIuitl@ dtidin_ ru Print: I ,i.u►r����,� Co., Inc. Print: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ersonally known to me or who has produced �, rut tfi IfrA4 °s mission d take an oath. ires: Jul 13, 2007 Atlant�� , t (Certificate of Competency Holder) My Commission Expires: State Certificate or Registration No. Certificate of Competency No. 4-1, , by ad k_Ci tcl **** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village • a Paint C olor Approval and Agreement Date 1 L " C& / Owner's Name 4 h •5 e L M � - V\ t < Phone # '� � ` j Owner's Address r 1 b 0 I 1 -+rr d City M i a wi i j /1 oresstate P1 Zip 3.6 1 t) N� E ( " � vu � Job Address (where the work is being done) rib() 1 7 E q i +l City Miami Shores Village County Miami -D,ade Zip 3 3 13 Is Building Historically Designated YES NO V Contractor's Company Name (if applicable) / a LJO _ iek Roo-c\ Ad Phone # 305 9,5q.-o) i ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All elements on the site must be listed and indicate the color to be painted 9 / 1' -.3"°' rig �. c.„„ Walls H Y LA_, L !3k$~ y) eve � � �' , Fascia P ;Lk.V\ d DzAA e Hof+ Ec Drip Cap /drip Edge 1 e- �Y . d ; �i'il ref_' Soffit .cei.y d., Mtn r_ Roof 7 i / Pc Flower bins iv/ / Shutters /V// j Awnings k.,"1/4,7 +6 Chimney Doors and door jams y w k i - te Garage doors vV A Railings i t-\ i� � 1 •�'�� Fences ' i Decorative metal 1 t All brick (simulated or regular) Stucco banding 1';d / A It A - Any other stucco features p 1/ ii Accessory Buildings IV/ Pt Other ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. Signature JL (pc Owner o ` Agent APPLICATION APPROVED BY: P& fficial ' /'1. • Date 1 1 Date chc 6/18/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/6/2004 Applicant: ANGEL MUNIZ Owner: MUNIZ ANGEL JOB ADDRESS: 760 NE 96 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060142080 Building Permit Permit Number: BP2004 -103 Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 4 & LOT 5 BLK 68 LOT SIZE 75.000 Fees: Description Amount FEE2004 -977 Building Painting Fee $60.00 FEE2004 -978 CCF $1.80 FEE2004 -979 Notary Fee $5.00 FEE2004 -980 Training and Education Fee $0.60 FEE2004 -981 Technology Fee $1.50 Total Fees: $68.90 Total Fees: $68.90 Total Receipts: $68.90 Permit Status: APPROVED Permit Expiration: 7/27/2004 Construction Value: $2,400.00 Work: PAINT EXTERIOR OF HOUSE AS AGREED Signed: (INSPECTOR) 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: MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address q'a i' " No Street Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) 0 Date and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering • Estimated Total cost of improvements $ Amount of Permit $ 4 ' Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fur inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ,subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed y_ '.' t STATE OF FLORIDA, COUNTY OF DADE. ss , ,19 Before me, the undersigned authority, a notary public, duly authoriz to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state are true. Permit No Date 4 - L — ( � Read, Sworn to and Subscribed before me. Disapproved Dat Notary Public, State of Florida (Signed) Building Inspe .r My Commission Expires NING BOARD DATE Chairman Member Member Member Member ....... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date t 9 i Job Address 7 6 0 , /t ‘ _ Folio / Legal Description 1) el 3 - V/ S Mik y O w n e r / L e s s e e / T e n a n t 4 - V f / ' ,' t 7_ Master Permit # v . / 4 we) Owner's Address 7 t: a I, - r Phone 7(7- 7 e' J C o n t r a c t i n g Co. "MR 4 L e/ R e I Qualifier RO1 e Th ?,31 C e/ State # R C c e V 33W C Municipal # e C 1 .3c ? ? Competenc # Ins. Co. e, F A/ Cv/ i 1/ Architect/Engineer / Gi t .S i V. / e, t Z Address 1 y 5'0 / .3. 1 ' 1 i' - k ? 4 °, c #1 - 1 e . "1/.1- a f.!"r t .--- Bonding Company /V = Al '- Address i 3 ( 7 6 Mortgagor Address Permit Type (circle one): BUILDING ELECTRIC A L PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION N A / � -Ci(' x:✓ 2d Square Ft. ? r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON Historically Designated: Yes No Address ;lea') /1/i wr SS# 6:3 y / 2 43 1 - oc?.. %t44 Estimated Cost (value) / • - `� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. j sew). fr `/A 7 Signature of owner and/or Condo President Date Signature •. Contractor Owner - Builder Date � � ar as to "r 1 • �!l ` 6 1: �'r�! er -B der Date F1`�c4R$ s� ��• / /-e COMMISSION NO. CC . : rr MY COMMISSION p(!' C.C.F. NOTARY BOND APPROVED: Zoning Buildin//' / ,') ) ! Electrical Mechanical Plumbing S ;1.- /'F er d: . TOTAL DUE / Engineering Ft. v Deck type: ATTACHMENT Ft Fastener Type: 6 1 l 1, Field: k Perimeter: *Includes Mortar and Adhesive Set Tile Appendix "E" . . UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: N .• RA © 1� J Address: `7 CO crs ROOF CATEGQRY ❑ (Low Slope Application) ❑ (Nail-On Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ (Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE g(New Roof 0 Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) Sloped Roof Area (ft) 64 Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 748 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details u needed) SPACING DETAIL 1 & 2 Corner. Page -1 4J ( Mortar -Set Tile) * ROOF PLAN ' r -- - -fi Appendix "E" UNIFORM ROOFING PERMIT APPLICATION RidgeVenatic ° Deck type. Underlay= Roor store DETAIL 3• SLOPED SYSTEM' DESCRIPTTON © L p '900 Insalationl Fastener type & spacing Cap Sheet Roof Covering: Page -2 Drip edg ATTACHMENTS REQUIRED PROCESS No. 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Appiication 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: x X. ( Aerodynamic Multiplia): ) - M = Mrt: PCA (Pmax2: x i1. (Aerodynamic Muidplia): ) - M = Ma: PCA: (Pmax3: x A. (Aerodynamic Multiplies): ) - M. = M PCA: MEtno DADE NMI Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 33111 APPROVED: METROPOLITAN DADE COUNTY, FLORIDA METfO•DADE FLAMER BUILDING. WILDING CODE COMPLIANCE DEPAIITMENT SUITE 1003 MEtfO•DADE FLAOLEI SUILDINO 140 WEST FLAOLER STREET MIAMI, FLORIDA 53170.1557 (705) 07$•200I I ° ROD UCT CONTROL NOTICE OF ACCLPTANCF, FAX (305) 375 -2505 Your application for Product Approval of Monier Roof Tile Mortar or Adhesive Set Concrete "Bermuda Fiat " Roofing Tile under Chapter 8 of the Metropolitan Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Itedlnnd Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for n period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time fur n jobsile or manufacturer plant for quality control testing. If product or material fail lu perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. llte Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of sucls testing will be incurted by the Manufacturer. PRODUCT NO. : ACCEI'TANCE NO.: 99 1221.0$ Raul Rodriguez Product Control Division EXPIRES: 2 7 1997 Supervisor - PLEASE NOTE - TIIIS 1S TIIE COVERSIIEET. SEE ADDITION L l' AGES FOR SPECIFIC AND GENERAL BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building ds e Compliance Department and approved by the Building Code Cotnmittee�� use i Dadc�ty. the conditions set forth above. 2 1 1994 Charla" Danger, P.E.. Direct Building Code Compliance Department Metropolitan Dade County Applicant: Monier Roof Tile Product Control No.: 94- 1221.08 1900 Northwest 21st Avenue 2 7 1994 Fort Lauderdale, FL 33111 Approval Date: DEC Expiration Date: DEC 2 7 1997 S;ategory: Prepared Roofing Sub Category: Tile TYRe: Mortar Set/Adhesive Set Sub -Type: Concrete PRODUCT CONTROL NOTICE or ACCEPTANCE ROOFING SYSTEM APPROVAL Systsm Description Monier Roof Tile is a member of the Rcdland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Monier's "Bermuda Flat" tile profile. Refer to appropriate Product Coning Approvals for othcf tilt profiles. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories arc manufactured for all profiles and form a part of this Product Control Approval. Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Monier's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". Sec the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 3 of this approval. Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800) 432 -2715 Raul Rodriguez 0 TBADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product BM i(ic� ations 1 ?c„cri to inn Tile Bermuda flat Flat 1 • IS " PA 112 Flat, interlocking, extruded concrete Tile w •10 /e 1 %" thick For mortar set or adhesive set applications. Trim Pieces I varies w • varies varying thickness Raul Rodriguez Product Control No.: 94-1221&L— PA 1 12 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. I'roducl 1130 Felt 1143 Coated Base Sheet Mineral Surface Cap Sheet Rainproof I1 Ice and Water Shield Mopping Asphalt Flashing Cement 4 TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specification: ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 Raul Rodriguez Product Control No.: 94 1221.08 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" sclf - adhering lop edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved 1130 or 1143 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, filar reinforced, trowel grade cement for repair and flashing applications. 1 Mnnufacturcr generic generic generic Lenzing Performance, Inc. PCA 1194- 0527.05 Protect -O -Wrap, Inc. PCA 1194 - 0714.01 W.R. Grace Co. PCA 1192 - 1116.01 generic generic 1 R it Rodriguez Product Control No.: 94- 122t_08 Test Product Product Dimensions Specifications Description Manufacturer Drip Edge min. 26 gn. PA 1 I I Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange .1 set 0 Industries. Inc. TEST REPORTS Raul Rodriguez Product Control No.: 94- 1221.0II_ T. t Agency Test Identifier Test Name/Report Dile The Center for Applied 94-084 Static Uplift Testing May 1994 PA 101 Engineering. Inc. (Mortar Sct) The Center for Applied 94 -060A Static Uplift Testing March, 1994 PA 101 Enigneering. Inc. (Adhesive Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Professional Service 224-47099 Physical Properties Sept, 1994 PA 112 SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construction " /„" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlaymenl: Install choice of approved underlayment system, noted on Page I of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 116. Roofing Tile: Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. Comments: 1. for re -roof applications, "i plywood is an acceptable substrate. 2. for mortar set applications, the first three courses of tile shall be nailed with not Icss than one nail per tile. As an alternate, the first three courses of tilc shall be applied in mortar over n single layer of minimum 12 ga. wire mesh with square openings of not less than which is mechanically attached to the deck with not less than one roofing nail every 1 fl'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not Tess than one nail per tilc. Raul Rodriguez Product Control No.: 14.1721.08 • SYSTEM LIMITATIONS Product Control No.: 94- 1221.08 1. The standard minimum root pitch for Monicr "Bermuda Flat" rnortar set or a act tile applications is 2" rise in 12" run (2 ":12 "). Thc maximum roof pitch for mortar set or adhesive set tilt applications is 7" risc in 12" run*(7 ":12 "). 2. Monicr's "13crmuda Flat" lilt profilc has not bccn tcstcd for nail -on applications, lhcrcforc, Systcm A (Counter- Battcn Nail -On Application), Syslcm [3 (Direct Deck •Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall be in compliancc with thc system specifications outlined in this Product Control Approval. Mortar set or adhesivc sct tilt shall bc attached using an approvcd mortar or tile adhesivc noted in this approval, the data of which is noted in Tablc 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or cxcced the required moment of resistance determined in compliancc with Dadc County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of file shall be nailed with not Icss than one nail per tilc. As an alternate, the first three courscs of tilt shall bc applied in mortar or adhcsivc ovcr a single Iaycr of minimum 12 ga. wire mesh with squarc openings of not Icss than '/ which is mechanically attached to the deck with not less than onc roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than onc nail per tile. 5. For mortar sct or adhesive set tilc applications, n ficld static uplift test by a Dadc County accredited testing agency, in compliancc with Dade County Protocol l'A 106, shall be required not Icss than 30 days after application to confirm file adhesion. The results of this tcsting shall bc reported to the Building Official and thc installcr stating that the application has passcd or failcd PA 106 tcsting. If the application fails PA 106 testing, the report shall state which portion of the test was failcd; Category 1 (examination for Ioosc tile) or Category 2 (uplift tcsting of tile). Subsequent to tcsting, tlic installer may repair not more than 5% of field area tiles and 10% of arca (i.c. ridgc/rakc) tile with approved tile adhesivc. Thc installcr shall placc an identifiable marking on cacti rcpaircd tilt for future reference. Any PA 106 rc-tcst shall not includc any marked tile. 6. For mortar or adhesive set tilc applications, 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by thc material manufacturer. Thereafter, 30/90 undcrlaymcnt systems shall be installed parallel to the roof pitch in compliancc with Appendix 'A' of Dadc County Protocol PA 120. 7. All tiles shall bcar the imprint or identifiable marking of thc manufacturer's namc or logo for identification in thc field. 8. The Monicr "Bcrmuda Flat" tilt profilc has bccn tcstcd for both wind characteristics and uplift performance, lhcrcforc, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Monica( Bascd Syslcm' Raul Rodriguez Product Control No.: Q4 -V21 O$ SYSTEM LIMITATIONS (CONTINUED) 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Monier Roof Tile's current specifications and details, n copy of this Product Control Approval and n copy of the Product Control Approval of any Roofing Component used in the proposed Zile application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'N. 11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Bode. Raul Rodriguez (4) Tile Profile Bermuda Flat Flat Tile Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing DATA FOR ATTACHMENT CALCVLAT1,Qr4S X (ft') Batten Application N/A 1 Product Control No.: 9q -1221 DB X (ft') Direct Deck Application 0.24 Table 2: Restoring Moments due to Gravity - M, (ft -Ibf) from PA 101 Testing Tile Profile 4 ":12" 3 ":12" 5.20 Monier Mission Barrel Tile 5.12 5 ":12" 6 ":12" 7 ":12" or greater 5.01 4.89 1 N/A Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibl) from PA 101 Testing Tile Profile Tile Application Att chrnent Resistance Monier Bermuda Flat Flat Tile Mortar Sel Adhesive Sel f 39.00 118.90 Raul Rodriguez PROFILE DRAWING BERMUDA FLAT FLIT TILE Raul Rodriguez Product Control No.: 44- 1221_OA MONIER ROOF TILE Trott or 1*t 3 1 • • -, C product Asphalt Primer Roofing Nails Tin Caps Tile Nails 4 Roof Tile Mortar ("TilcTitc'" ") Roof Tile Mortar ( "Quikrete® Roof Tilc Mortar H1140") Roof Tile Mortar ( "DONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® A11160) Valley flashing Dimensions N/A min. 12 ga. with '/," head min. 32 ga. min. 1' /," o.d. max. 2" o.d. min. 8d x 2%," or min. 10d x 3" N/A N/A N/A N/A min. 26 ga. min. 16" width Test Sprci(ications ASTM D 41 . PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 110 Product Control No.: 2.4.1.221M— Product Description Cut back, asphalt bascd coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, cicctro or mechanically galv. roofing nails for use in undcrlayment attachment. Corrosion resistant circular disc for use in undcrlayment attachment Raul Rodriguez Corrosion resistant, screw or smooth shank nails for additional tilt attachment at cave rile courses. Prepared mortar mix designed for mortar act roof tile applications. PA 123 Prcpared mortar mix Quikre structio designed for mortar sct roof lilt PCA 1194- 0808.01 applications. Prepared mortar mix designed for mortar sct roof lilt applications. Adhesive dcsigncd for use in roof tilt applications. ASTM A 525 Galvanized steel vallcy flashing NAnularluzu generic gcncric generic gcncric Bermuda Roof Company, Inc. PCA 1194. 0614.01 W.R. Bonsai Co. PCA 1194. 0628.03 Polyfoatn Products, Inc. PCA11 0401.01 gcncric [ I_jIVIONIER ROUT-TILL FLAT BERMUDA 0 SHINGLE TILE Installation Specifications lime specifications are designed as a manageable aide to be used by roofing contractors, installers end code officials. Architectural formal verifications arc available upon request for the equiremenrs of specific projects. tequircments of building code(s) applicable to the .rca of installation may differ from the Infomnallon 1crein and should Take precedence over these pecificalions. Please contact Monier's Customer Service )epanment fur the Installation Guide showing ceurnnmended drawings and detail for rile and :It application.) .1ATEIUALS Tiles al Bermuda Shingle • Portland cement c or-through concrete Zile manufactured by Mo' ' r Roof Tile. 'Mc futures • I lip, ridge. half and full starters and Ors. e finish • Smooth or broonuwcpt. Approximate weight . 7.0 lbs. each. 840 lbs. per square (2' hcadlap) • not including mortar when installed. 'file mccl or exceed all waterproof requirements for absorption and permeability u well as break strength and freeze thaw requirements. Unticrlaylucnts Note: Minimum underlayment recommendations arc listed below. Check with local codes for local requirements. Two.ply syslens. O ,anic Type 11 Commonly called (No. 30) or (30/) asphalt felt, and 74/ mineral surface roll roofing felt commonly called 90/. Membranes Organic • Asphalt impregnated Bolton membrane, nrin. 3' wide. Conforming to AS 17r( 0•173. Inorganic • Asphalt impregnated fiberglass membrane. min. 3' wide. Conforming to ASTM D•I6rr8. ri.. .res. rile futures, hurricane clips and hip nailer,• - corrosion resistant min. hot dipped ;alvagizcd or approval equal. For standard roof deck (felt and flashings)••min. 3/4' galvanized roofing nails. Metal Flasltiugs Min. 26 gauge galvanized G -90 coated, corrosion resistant confonning to ASTM A•32S and A•90 or approved equaL Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement-1)7x M conforming to AS 1M C-91. 2. Portland cement •Type I, conforming to ASTM C•1S0. 3. Masonry cement •'type M, conforming to AS IM C•91. 4. Sand • 'fomsly graded, clean and free from organic nsalerials, conforming to ASTM C•1M. U. Mires •Type'hl' mortar, conforming to ASTM C•270 (2.1/4 to 1 sand/cement ratio). 1. Blend high strength masonry cement with, sand until desired We ratio is achieved. . Olt 2. Blend equal portions of Portland and masonry ccnscnts, will, sand until desired mix ratio 1: achieved. C. Integral colorfast synthetic oxides to march tile color. Cave Closure NOTE Pre-manufactured Ihickbutt the Ls most commonly used as an cave closure with (hat Bermuda Shingle tile. 1. Thickbult rile - Manufactured tilt will% 1.1/2' thickness to the cave.edge of the rile. 2. Prefabricated L'DPM synlhelic tubber con- forming to ASTM C -1036. 3. Metal - Min. 26 gauge galvanized G•90 coated. corrosion resistant conforming to ASTM A•325 and A -90 or approved equal. 4. Mortar for use with mineral surface roll roofing fell only (color optional). AJllcslvc/Scalan i/Coating 1. Asphalt plastic roof cement - nonrunr$ing, heavy body material composed of asphalt and other mineral Ingredients confomsing 10 ASTM C•2822, Typell. 2. Cold process liquid roof coating conforming to AS 1M D-3019, Type 11. 3. Structural bonding adhesive conforming to AS1N C -537 cr D -3498. 4. Ilot sleep asphalt confomsing 10 ASTM D -312. 5. Acrylic scaler for pointing exposed mortar (optional). Lllmhll 1. Sheathing • material to conform to AI'A min. standards for min. IA' plywood. • 2. Wood nailcrs • pressure treated in accordance with local code tequirensents. Fiat System 3 - scale) system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin-tart or cap nails max. 12' O.C. in field and along headlaps (local codes prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6' and weave fell Through valley areas. 3. Nail or staple drip edge metal directly on top of type 30 felt. Fasten max. 6' O.C. within I /2' of inside edge. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. I6' wide down center of valley areas. Nail within 1' of nmctal edges max. 6' O.C. Lap joints mitt. 6' and acct) beyond fascia as required. S Install 'L' type metal flush to bast of walls and roof deck over type 30 felt. Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along lop edge of vertical flange, covering_ all nail penetrations with Piaui roof cement and membrane. (Flashing at apron of walUchimmey may be installed after type 74 mineral surface (ell (90 Ib. fell)). 6. Apply Mastic roof cement around base of pipes. turbines, vents, ere. prior to nailing and sealing unit bast flashing to roofing felt. 7. Cover type 30 felt and metal (lashings with nsin. type 74 mineral surface roll roofing fell (commonly called 90 Ib. fell) in hot asphall or approved equal so that no felt touches fell. Uacknail using lin•lags or cap nails max. 12• O.( 8. Lap each course min. 2'. Lap end joints and hip and ridge min. 6'. Weave felt through valley arc TILE APPLICATION Martnr- sctJnst f llnllnn_ (recommended for min. code required roof pitch an greater) It Is not recommended in areas subject to freczc/Ilhaw. 1. hoof shall be clean, smooth and dry. 2. Avoid slacking tiles on roof which could cndangc stability of structure; distribute slacks uniformly. 3. layout roof using horizontal chalk lines parallel to cave line to guide lilc installation. Mark al 14' increments maintaining a rile headla of 2'. exposed lengths of installed lilts should m ,exceed 1/4' beyond average. 4. Install Ihickbutt tilt along cave line overhanging roof edge using guiding lip provided. Starling at lower left comer (facing down roof) scl tiles in m 10' length mason trowel full of type 'M' mortar placed vertically under right side of lilt (wttlh poi! of trowel (acing up roof • recommended not mandatory). Position mortar from head of tilt in • p course towards head of isle being c10 facilitate proper bedding. Set tile in stepped course or vertical fashion maintaining consistent headiap. Cut/break tile to form straight trailers. Saw cut rile at hip/ridge or to meet wood finishing Cable to avoid application of mortar to exposed roof areas. Use half and full starter with finishing tiles as needed. 3. ,Nailing requirements in addition mor p to t codes prevail) - a) For roof P itches not Including 6:12 and elevations up to SS O. fasten each tile in cave course with one ltd i .roof 1100 nail. Seal nail penetrations with p ie cement. b) For pitches 6:12 through 7:12 and elevations up to SS ft. fasten each tile in cave course and every third rile in every fi with one 8d min. I IDG nail c) For pitches greater than 7:12 and elevations up to SS f'l. fasten every tile with one 8d min. 11DG rahan) ratan 33 It. fasten pitches at every tilt with two 8d min. IIDG nails. o 6. Valleys - Select closed or open valley. a. Close) valley • Miter tile to meet at center of valley. Open valleys • 1) Chalk parallel lines min. 2' on both sides of outside edge of llnes and miter Idle to form straight bonder along lines. Point voids w Rush finish. 011 — 1) Place min. one 2s4 board on edge down valley center and apply continuous bed of mortar along cdCe of board. Cut/brcak and set tile min. 1' to max. 4' from board. Lane of mortar to be consistent throughout valley. Smooth and te board mora l match gi rag trowel el a C both edges. after ive board set by oard and gliding to finish (Ilghtlyseep Remove b p t finish with brush or broom to match brooms" e P tile). 7. Nip and Ridge Bailers - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 314'. Install each tile using one 81 min. 1100 non driven into nailer in addition to mortar. B. slip and Ridge Tile • Set over field tile in cch file sinuous edge bedding of mortar lapping min. 1'. Point and finish to match tile surface. 9. Wall Abutments - Cut/Weak tile base of w wa e t to wall base. Place mortar along fill small voids between tile and o ma lls to provide consistent line along contour. 10. Roof Protrusions • Cut tile to accommodate all roof penetrations and fill all voids with modal'. Point to match tile surface. 11. Acrylic Sealer (optional) • Apply to exposed M01131 as required. Full roman% -break out 12. Tile Replacement: a) ' damaged tile and existing min. m m od rep cement file in tool t ra traffic for underlaymenl if necessary. new mortar bed. Prohibit any small areas r mi 72 hours. b)Tile removal only only) --•• break out shunned roof tile and brush clean of existing mortar bed. Apply min. one sq• Inch approved adhesive onto existing bed. immediately set replacement tile in place. c) Individual loose tile -elevate loose tile and apply min. 3/11' wide bead of a pproved adhesive on head of tile in course below. Immediately set loose IUC down into adhesive. 17. Roof Trafficking - When absolut�'� o he UC traverse roof after setting time, headlap (overlap) In a horizontal or diagonal fashion. Refrain from vertical movement where possible. c� 01992 Monier Roof Tile( M Date 1 a4 d Time Type Insp'n 1,^f_ f 7 cci Permit No. p -OV ✓ - [01'5. Name Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI Si-14M VILLAG ` BUILDING DEPARTMENT 305- 795 -2204 Buildng Inspection Request 1(00 NE_ q(e) rrwnleC, . )8 Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2 / L 1 ) O Type Insp'n Permit No. Name �/ y ►}.t/rlh Address Company / Phone # `' 6 - ^ �� Inspection Date ( / 0 � 03. 1��s Correction Re- Insp'n Fee MIAMI SNORES VILLAGE -t BUILDING DEPARTMENT 305- 795 -2204 / Date IQ_"I Time Type Insp'n TI n Cap - I -bT -Pop Permit No. 'B cr2 - nets. Name -(-.NC)1 Address r 160 NE q s-F Company rocs le L . Phone # hl Ito For Inspector: Approved Correction Re- Insp'n Fee Building Inspection Request Name & Date MIAMI S-IS VILLAGE B UILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date • . ' ' . Time Type Insp'n Permit No. Name ., 1 r d H Address F 1 ; r� a I p ; Company Phone # For Inspector: Approved Correction Re- Insp'n Fee ❑ o. Name & Date . • BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Permit Type (circle): Building Electrical Plumbing Mechanica Owner's Name (Fee Simple Titleholder) tV')f I'1UCi Phone # ( 305) (- 7 S J - - JO 3 6 Owner's Address '7040 N & -Sf City M i i ShOC s State Zip 33) 3 E Tenant/Lessee Name Phone # IA Job Address (where the work is being done) ' I(Qn 1.1 Q W Si Yee - City Miami Shores Village County Miami -Dade Zip 33) 3 Is Building Historically Designated YES NO ✓ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V)t'2CC53' )qG5 Master Permit No. Contractor's Company Name w GL 1 e R �� 5 Phone # 303 1 5- L) o/ 9 l Contractor's Address p 13 0 (` ✓ 3 1 F I %/t)'_3 City ► " 1 ( YV\ �\ State — Zip 3 Qualifier a u- a w a to Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip S 12 $ Value of Work For this Permit - 4 11, 1O O Square Footage Of Work: Number of: Bays Stories 1 Families / Bedrooms Baths 3 Type of Work: DAddition DAlteration DNew , ' Repair/Replace Describe Work: Vtpdacc I/c -� ckv\ L� f Y\ 4k 11 h -e 1i✓ M O vet e r 'Acre E' �- h ro � CO f l s me co)or � )e ay, d 1- 1a+ its V h A 11 � � IP S e a s4 w s * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Mist Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ 7 R O Permit Fee $ 3 Notary $ Education/Training Fee $ 7 j __G lech $ O Scanning $ b Radon $ Code Enforcement $ Minus Plans Check Fee $ 50 .CO Fee Totals $ (Continued on opposite side) C K- . qa6 0 Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Signature Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated flue 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 1/4-APJ Owner or Agent Contractor The fore oing instrument was acknowledged before a this Si The foree oing instrument was aclmow edged before me this�P day of , 2 en by 1 f"i(. K l .N is 1 , day of 12 - 1 2.0____ , 20 3by j I�(r 4 cak I . who is personally known to me or who has produced L 0 who is personally known to me or who has produced __ A ■—■-..... As identification and who did take an oath. mission NOTAR Sign: Print ass ,, r;:, jca ire r� : J aa1 e .. ,;eke an oath. ss Commis . J D231984 t .. " \l \�C?':a]t�. ;�1 - �' Bonded Thru Print i .!? � , ■r ' NW M Commission Expires: My Commission Expires: WO ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** Vargas N OTARY PUBLIC: 231984 i (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc6/17/03 DEC 3 1 2003 Plans Examiner Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name CM . R Job Address ri b© I i B I bihs ROOF CATEGORY k(Low Sloe ❑ Mechanical Fa P Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic . ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ARE THERE 0 Prescriptive BUR -RAS 150 GAS VENT STA915ST ROOF TYPE YES ❑ NO TYPE- NATURAL ❑ LPGX ❑ ❑ New Roof (WRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 50 ,20 .2615D Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. l7 A F NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: % Pmax2: -) J r Pmax3: 1 J Max Design Pressyr,p_Frcnq the Specific NOA System: 17 Deck Type: Gauge/Thickness: oz —oNos 07 'ic6 V S r - k- 51�i� Slope: { � Anchor /Base Sheet & No. of Ply(s): l p I y 'Jas A tie e F stp r /Bondi to Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Section C (Low Sloped Roof System) Ply Sheet(s) & No. of Ply(s): P I y 1 t h erg 1 Css Ply m Fa rx er(Bpndin g Material: Top Ply. Cob ht'ra..I Lap S he� - f� Top,jZl a e oring Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: 41 ' oc @ Lap, # Rows @ — I • oc Perimeter. l ' oc @ Lap, # Rows @ l/ • oc Comer. I " oc @ Lap, # Rows @ "T ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener a 5 pacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 \i-b V :o + rt FT. Parapet Height Cary` Fr i o Mean Roof Height Roof Slope: : 12 Hi • Vel Florida Building Code Edition 2002 Hurricane Zone Uniform Permit • •Iication Form. Section D jSteep Sloped Roof System) Roof System Manufacturer: M ' ` 0 Y\1 .eT- Notice of Acceptance Number: 0-2 1 2 0 g � Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): !'1: b p2• [ O Oib p3 : QU Lt Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: P Foctw' a .dtiesvq) Deck Type: Ridge Ventilation? V\iI Steep Sloped Roof System Description / X b Type Underlayment: 3 D ng Insulation: Fire Barrier: Ai/A_ Fastener Type & Spacing Mean Roof Height: 1 Adhesive Type ype Cap Sheet: 0040 y , Si ?/Q i C S p oo n -Pc iJ`L} asphat+ 0111-er Corke coo or G Type & Size Drip Edge: Roof Covering: s ate Section E. (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values rea of the If the the tile attachment method is ac the Mr eptable values, for each Meth° • ( ? , : 1 - 1 1 1 0 - i , te (P 2; kg : X : d, I Florida Building Code Edition 2002 Form. Hi h Veloci Hurricane Zone Uniform Permit 1 �1� 5 `, entBas g: - Mg: - Mg: d XUe Calcula r �l/ = Mgt j� Mr 1 = Mr s Per RAS 127" NOA Mr NOA Mr NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA Mr M, Required Moment Resistances • 20' 34.5 34.4 25' 39.2 36.0 30' 39.7 37.4 15' 34.4 32.2 Mean Roof Hight - . Roof Slops .+ 2 :12 3 :12 4:12 5:12 6:12 7:12 30.4 28.4 26.4 24.4 32.2 30.1 28.0 25.9 33.5 31.1 29.4 27.1 at 32.8 30.5 23.2 40' 42.2 39.3 37.3 34.9 32.4 30.0 •Must be used in conjunction list of moment based tile.systems endorsed by the Broward County Board of Rules and for F' with the For Uplift based tile systems use Method than o Compared to F� values, for each r values for F If the F' values are area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127 " NOA F xI: x w: •._____)-W: icon 0: = F (P x w:.. ) - W: x cos 9. = Fa: NOA F . xl' x w:- _.) -W' :cos 9. = Fa: NOA Where to Obtain Information Descri 1 • tl O f1 S mbol Where to find y Design Pressure P I or P2 a P3 RAS 127 Table 1 or by an engineering an alysis Pie d b PE based on ASCE 7 Mein Roof Hei: t H Job Site Roof Slope 9 Job Site is Multi tier 1 NOA Restorin Moment due to Grvi M NOA Attachment Resistance Mr NOA R uircd Moment Resistance M, Calculated Minimum Anaehment Resistance F NOA Re iied U lilt Resistance F, Calculated A e Tile Wei t W NOA Tile Dimensions I- length NOA wrs width All calculations must be submitted to the Buildin. OfTicial at the time of . it • Iicat ion. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIE REQUIRED ERS NOTIFICATION FOR ROOFING R 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. _f2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding may not be evident until the original roofing system is removed. Ponding conditions should be corrected. V \6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. i 17. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner' Agent's Signature cw.e.a.e ..a s.ai.oa..wsurei seesnoTmoTeop.sry Imo„d ,p„ SCE. II KL AyTi\5[CT1ON IngI1 Date Contractor's Signature Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -1995 Printed: 12/31/2003 Applicant: ANGEL Owner: MUNIZ JOB ADDRESS: 760 NE 96 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060142080 Signed: (INSPECTOR) Building Permit MUNIZ ANGEL ST Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 4 & LOT 5 BLK 68 LOT SIZE 75.000 Fees: F E E2003 -8764 FEE2003 -8765 FEE2003 -8766 FEE2003 -8767 FEE2003 -8768 FEE2003 -8769 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $7.20 $5.00 $2.40 $7.50 $6.00 $328.10 Total Fees: $328•10 Total Receipts: "*:00 Permit Status: APPROVED Permit Expiration: 6/27/2004 Construction Value: $11,700.00 Work: RE -ROOF FLAT AND TILE COLOR THRU 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: JAN 0 5 PAID MIAMI -DADE COUNTY, FLORIDA Mb IRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Monier Lifetile, LLC 135 NW 20(h Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction nt accepted The documentation submitted has been reviewed by Miami -Dade County Product 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 (AHJ). This NOA shall not be valid after the expiration date stated below. other T h Miami Dadd County) Product e the Control to Division (in Miami Dade County) and/or the AHJ (in areas ve this product or material tested for quality assurance n such testipg ancho ate may fails to p immediately in the th accepted manner, the manufacturer will incur the expense modif , or suspend the use of such or material within t sir jurisdiction. Cotrol Division that thi product rig tt r to revoke Y if it is determined m ate re material fails to this acceptance, mee herequirement of the applicable olding code. m rial This roduct is approved as described herein, and has bccn designed to comply with the I ligh Velocity I lurricane Tr p Zone of thc Florida Building Code. D ESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer nless o hcor,iogo, city hs tat n and following statement: "Miami -Dade County Product Control Approved", RENEWAL of this NOA shall be considered after a renewal p pr catiof has o ile d there e has bccn no change in the applicable building code negatively affecting p m \` A TION of this NOA wiil�cct:: after the expiration date or if ther�OA b s an revision n�n f any change in thc mattec riaall�s, use, and/or manufacture of the product oscs shall automat cal of tis l terminals this NOA. Failure to comply product, for sales, advertising or any other purp th any section of this NOA shall be cause for termination a re ovamoDadeaCounry, Florida, and followed by . ADVERTISEMENT: Thc NOA number preceded by of thc NOA is displayed, then it shall the expiration date may be displayed in advertising literature. If any portion INSPECTION: ECTION: A copy of this entire NOA shall be provided to thc the user lying Official. manufacturer or its distn utors be done in its entirety. and shall be available for inspection at thc job site at the request This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 1205.0 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Roofing Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, on 2 of t C ap ri Concrete to Roof T i e, as manufactured Monier Lifetile LLC and described in applicable Building Code does not locations where the pressure requirements, as determined by app e exceed the design pressure values obtained by calculations i o hpli done asRAaStnoment using the values listed in section 4 herein. The attachment ca system. 2. PRODUCT DESCRIPTION Manufactured by App= nit Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Picccs Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inca The Center for Applied Engis ng, Inc. 441 be_ Low Profile Roofing Tiles Concretc Test Product Description Dimensions Sncci Cations 1 =1" PA 112 Low profile, interlocking, high pressure 13 w = 13" extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck ' /," thick or battened nail -on, mortar or adhesive set applications. L = 17" PA 112 Low profile, interlocking, high pressure W= 123/8- extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck '/i 'thick or battened nail -on, mortar or adhesive sct applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Avencv Test identifier 7161 -03 Appendix I11 7161 -03 Appendix 11 PO402 94 -06013 94 -084 Test Name/Rep Date Dec. 1991 Static Uplift Testing PA 102 & PA 102(A) Dec. 199 Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails March, 1994 Static Uplift Testing PA 101 (Adhesive Sct) May 1994 Static Uplift Testing PA 101 (Mortar Sct) NOA No.: 02- 1205. Expirattoa Date: :12/16/07 Approval Date: 01 /02/0 :Page2 7 Test Acencv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier • P0631 -0 Letter Dated Aug. 1, 1994 224 -47099 25- 709 -1 25- 709 -7 25- 709 -4 Project No. 307025 Test #MDC -76` * 25- 7183 - 25- 7183 -2 25- 721 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations • Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Re ort Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Dircct Dcck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, R Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quit: -Drive Screws, Direct Dcck) Static Uplift Testing PA 102 (2 Quik -Drive Scrcws, Battens) Static Uplift Testing PA 10 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-709 25 -7496 75 -7584 25- 7804b -8 25- 780 -4 & 5 25- 78 -6 Aerodynamic Multipliers Two Patty Adhesive Sct System July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 199 Oct. 199 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Scp. 1998 Dcc. 1998 March 1999 March 4-995 February 1996 April 199 December 1996 April 1999 April 1999 NOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: ge 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sct tile applications, a static field uplift test shall be performed in accordance with RAS 106. to perform 3.3 Applicant shall retain thc services of a Miami-Dade di.�c `An t st ng shall be to y Certified quarterly test in accordance with TAS appendix Building Code Compliance Office for review. applicable Roofing Applications 3.4 Minimum underlaymcnt shall be in compliance with the app Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to thc roof slope unless stated otherwise by the and � �� cationsM material Minimum cksrpequliremantseshallebc in 3.6 This acceptance is for wood deck pp compliance with applicable building code. 4. INSTALLATION 4.i Monier Lifetile Villa, Roll, and Capri Concrete Application R ° Standard its RAS 11S, RAS 119, and installed in strict compliance with Roofing PP RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Ca ri Tile Table 1: Average Weight (W) and Dimensions (I x w Weight -W (Ibf) Length -1 (ft) 9.1 9.51 Width -w (ft) } (ft ) Direct Deck A •Iication 0.289 Table 2: Aerod namic Multi •Tiers - X ft � Tile X (ft3) Profile Batten As •Iication Monier Lifetile Villa. Roll and Cain Tile 0.267 Table 3: Restoring Moments due to Gravi M. ft-lb 3 ":12" 4 ":12" 5..:12" 6..:12.. Direct Battens Deck 6.18 5.37 Direct Deck 6.05 7":12" or ' reater Tile Profile Monier Lifetile Villa. Roll. and Cain Tile Battens 5.57 Direct Deck 6.30 Battens 5.48 Battens Direct Battens Deck Deck '5.24 5.90 1 5.09 1 5.73 NOA I`Io•: 02- 1205. Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 _I 67.5 I 50.9 of 2Y," from head of tile. 1 Installation with a 4" tile headlap and fasterners are located a min. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll. and Capri Tile Adhesive 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product. Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyPro' 86.61' Polyfoam PolyPro 45.5 4 Large paddy placement of 54grams of PolyPro"". 5 Medium paddy placement of 24grams of PolyPro TM. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of7 Table 5B: Attachment Resistance Expressed as a Moment - MI (ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Tile Application Mortar Set' Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLE 1 -t 16 '? WATER. NOSE r A----- V .6 4TER COURSE IL 2-1113' MONIER LIFETILE VILLA CONCRETE ROOF TILE Villa NOA No.: 02- 1205.05 Expiration Date: 12/16/ Approval Date: 01/02/03 Page 6of7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOFTiLE END OF THIS ACCEPTANCE NOA No.: 02- 1205.0 Expiration Date: 12/16/07 Approval Date: 01 /02/03 Page 7 Of 7 ;- L 1 MI�M !DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's nave or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for saes, 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 #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix TM Standard Wei/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultirna Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 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 surfaces. 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:10/23 /03 Page 2 of 21 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 - WeId rM 170 FR RUBEROID® SBS Heat - WeldT"s PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeldT`i 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 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 Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 39.37" (1 meter) ASTM D 4897 wide D 3672 ASTM D -6164 ASTM D-6164 1 meter (39.37 ") ASTM D-6164 wide 1 meter (39.37") ASTM D -6164 wide 1 meter (39.37 ") ASTM D -6164 wide ASTM D-6164 ASTM D4601, Type II, UL Type 02 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D5147 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 - modified 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:1023 /03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR 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 Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37' (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 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 D5147 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 polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen rliembrane, 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 membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass rnat 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 max coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /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 Base Sheet Tile -Mate Cap Sheet Shingle -Mate rM Underl ayrnent TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCoter (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid@MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®NIB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 1001b. cartons, bulk 60 lb. kegs PA 100(A) ASTM D 1929 ASTM D 635 None 5 gallons ASTM D2824, Type I 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 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 I,11, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 5 of 21 (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAHEMP® Fiberboard GAFFEMP® Permalite GAI' TEMP GAFCANTrM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line Product Product Name Test Dimensions Specification 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type Ill TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fib:.red aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. • Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 6 of 21 APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY-2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodck Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name 1. GAFTITE® (Drill -Tec ®) #l2 Standard & #14 Heavy Duty Roofing Fastener 2. GAFT1TE® (Drill -Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Gaivalumc Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for . steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gal val ume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 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 3' /2" GAF Materials Corp. 3" and 3'/2" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 7of21 APPROVED FASTENERS: Fastener Number Product Name 7. Dekfast Hex Plate Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast 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 Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Manufacturer Dimensions (With Current NOA) 2 7/8" x Construction Fasteners 3 /a" Inc. 3" x 3'/4" Construction Fasteners Inc. ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round 1TW Buildex Corp. Jolms 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: 11/04/08 Approval Date:10/23/03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Teclu Inc. IRT of S. Fl. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM 1.I.ODOA8.AM J.I. OD1A8.AM J.I.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 FMRC 4470 -PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 9 of 21 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: h'astening Options: Ply Sheet: Cap Sheet: Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks GAFGLAS 080 Wiliam' Base Sheet, STRATAVENf !t Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, R()BEROID® 20, RUBEROID SBS Heat-Weld" Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described belov: ; GAFGLASO Ply 4®, GAFGLAS Flex PIyTM 6, GAFGLAS 4175 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply" 6, GAFGLAS 4175 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PlyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFT1TE) insulation plates at a fastener spacing of 9" o.c. al the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, Sec General Limitation #7) GAFGLAS #75 I3ase Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (MYlaximur Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, 080 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. (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. NOA No: 03 0501.05 Expiration Date: 11104/08 Approval Date:10/23 /03 Page 18 of 21 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 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System 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 4001bs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 S13 Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA No 03.0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fir]' mopping of approved asphalt applied within the PVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maxirnnrn. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum r'es]gn pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as Geld - tested, are below 275 lbf. insulation attaclunent shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall he increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (1 this limitation is specifically referred within this NOA, Ceneral Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code. and Rule 9B -72 of the Florida Administrative Code. END OF TIIIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 21 of 21 GAFGLAS #0 Premium Base Sheet may be used in any of the following systems. GA:g1as lex Ply 6" is a suitable altemate to "GAFglas Ply 6 ". "I;AFfENP Permalite Recover Board" may be used in lieu of any perlite insulaticin s any of the following NC Classifications. •t Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membraces. "Rubrroid Heat Weld" SBS roofing membraner may be used in lieu of " Rubeoid Mop" SBS products in any applicable Classification. Class A I. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass u ethane composite, wood fib r /isocy n ate composite, , any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 0 5. Ply Sheet: Any LL Classified gravel surfaced Class A asphalt glass fiber mat system. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Tvpe G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite % isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 01, 02 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or mor• layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 1. Deck: C -15/32 Class C Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Tvpe 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1. Deck: C -15/32 Class A Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composit4 phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coa l, tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck: NC Class A Incline: 2 Insulation (Optional): One or more layer erlite, wood fiber or glass • fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing. Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers Rt•rlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class•A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocvanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type GI or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type Gl or G2, adhered with hot roofing asphalt. Su acing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal sq or "GAF Weather Coat Emulsion ", 3 gal/sq. 5. Dec. • NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON ' RODUCT ..,•..,� aysiems (t U)— Continued Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped, • Class B I. Deck: C -15/32 Insulation Incline: 3-1/2 (Optional): One or more 'ayers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / rsccyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, anv thickness. Ply Sheet: Two or more layers of Type G1 "GAFGLAS Plv 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite t ethane composite, wood fiber /isocyanurate composite, phenolic, any ckness. Base Sheet: Two or more layers of T Membrane: One or more layers of "Ruberoid or Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopp • �--� MIAMI -DADE COUNTY, FLORIDA M O-DADE FLAGLER BUILDING O Ufl.p INC COb P R nn ; c`T M � C COMPLIANCE OFFICE N NOT/CE tan w : 0- once FLAGLEtt otnu a o 1'ul;rfu:tm Products, A LcI'r GICRSrReCf:xUI� MO Jt10 Spring Inc. PTA Y r MrAMt, t t c�Itf � t' g Stucbncr Rood 003)373-MI A )]t]0.j 1 Spring • TX FAX 005)315-N10 p 1, . 77381.1 332 ` t.tcr stavo Ns (i OS137s•�+7 FAX (3031 » - ns s • Coy! LNFORCIAIRK rb your application for Notice of (�U7 (30s)37S•r FAX 3734 s (]os1 �7s.]v,,, you Component y Acceptance (NON of. t�aoouen•eOe,n.�ot. ''� C'h aptcc 8ol �cltc CorJc y ?ni l m ) S•:aoz ptv�ytoH ,tn.,_ Adhesive FAx (305) 3724331 3724331 Construction, a 8 of the Code Dade County governin the or County nr coon. an Code Iere y described er pCCO) undn. has been re commended for acce o Materials and Typ under the conditions specified herein. Mia mi - Dadc Thi N'OA no: be valid a shall no fter the expir;ttiott dace stated :oi:uct or shall no at any ro :l�tct or materiel tails trntc from a ;obsite or below. BCCO reserves � perform in the: approved cs t,te right to l e . I f t Lsc of t or product fails material immediately. manner, plant for revoke, control or suspend 1),e r�; by p BCCO may revok �• if this Y CCO that this y' DCCO reserves the right to ;modify or sus cn . d -..::'ding d be. product or material fails to meet the 8 requirements of t this approval, P d the the So It Florida ! t� (.t`rpcnsC Ot'Sucl t t,:strn6 will be incurred by the cnnn aeturcr. ACCEPTANCE NO.: Al -0521 02 F.Xt'ttt CS: O5 /t 0 /DilaTUC COVFIZSIIEFT SF nut/ nnc�- C ON_ 1_92 —PL LIR CT REV ArIb1Qy .D: nG,t4:200: "4 5, 00i4c.too01tternp ;34e v.ouc • 'C(m ponee co.a. pi=..doc tcruet mail wJdress: pattmaster@buildlitecodeantine.com ?{b Raul- Rodriguez Chief Product Control D;visin S FOR SPFCIF t ) ,yt;ttAL - !•'' :� >r;nlici! i for l?rcd;:ct A n 'r'dc and Product r Prc v �Provni h:15 been reviewed by a^cve Committe to be used in Miami- Dade approved under t by the Building Y. ar►da under the conditions sit 1 rletciseo 1. Quintana. R.A. Director 14 i - Dade County Ruiiding Code Compliance OtTic:e Ifetncpatte: Attp : / /nW■..bw1Wl 'Krodaranllnc.cont - 1 ^c , 100 i - rAZ 954 570 1042 Polyfon m e Lief+ m ROOFING ASSEMBLY APPROVAL. Roofing floor -0e Ad Polyurr:lt.Ine I• SCO IIGU �1�1'l� approves AI :ts ntan ttlacturc:cl b This app in Section 2 of AI Notice of pressure den Section o s t his No i ce b applicable y I'ul loc Pn wh Inc. e as Acceptance. For the locations �� Swig pressu e r value, obtained by y buildin + where the t he p pressure f2 y calculations in complin building with Roofing exceed the \ 7. for use with approved flat, low, Pofyprrd Ali I G0. Where the l Application for sin ,t y placement, e att calculatio arc r ; s � roof' t;' p; tt Ind as an uplift system using p •i based system for double moment bid system petty system's 2 . PRODUCT DESCRIPTION Manufactured by Ar+rilicnnt Polyprads AH160 f) •loot N/A Foanlprot RT171000 N/A 11, 31'716.SO 30 & :co cns;ty Compres Slrertgclt Tcnsi:c S:rcn01 Walcr AL•s,rpcian Mo)stt.rc Vapor 1-r ans'nlssi ^it Din)t;n)iC.1.1 Shh11)ly N/A 2.1 Components or products manufactured by pothers: nt; Any Mi;,1l)i -Q;1dc Cot: Product Ay list i - at e t:nty via Control Acucptcd Roof Tile Assembly ) Lies %vital the use of Polypro A11160 roar t; eduSir„ ce s .;,areal `OA ' 2 . 2 Typical Physical Properties: I'rI cal D c• ASTM 0 1 622 AST\I I) 1621 ASTM 0 162) AST%i D 2i27 ASTM E 96 ASTM 02'26 L397t :39199. 'ON Xy•� .i POLFFOAN PRODCCTS,INC. Test +cciricntlons PA lot 12eea • 1.6 Ibslrt.' 18 PSI Parallel to rise 12 PSI Perpendicular to r:sc 28 PSI Para!l to rise 0.08 LSsirt= 1.1 Perm / leech ACCEPTANCE N ; 01 Approval Date: .1u 4 )tall Expiration Date: Ma 0 ^6 •7.07% Volume Chao fl _4 :0 weeks Voltmle Clean (Fa 111 :niitliry, 2 tvt:`lo: Product ps afir i a i m Two component polyurethane Dispensing Equipment l) :pcnaicg Cquipntcnt Frank Zuleaco. ItRc Product Control Examiner h.L�Ct" 711 A'ad,�c ��• � . . "` - ^ �.'! i1 cr. -a*b11 I _ U c 4. �nw s34 374 1042 Polrtohm Pr fie. 3 POLYPOMI PRODUCTS, INC. ACCEPTANCE No. : 0 Note: The phpsicnl r Accepted AST opertics listed A bove arc presented a3 typical M test methods and Are subject to normal manufacturing i t rs as determined by v vat J. LIMITATIONS 3.1 !'ire classifica:io is not part o!'th;s Assembly for lire rating. acceptance. Refer to the Prepared 3.2 !'olypro0 111 - ! IGO shalt solely be pared hoof Tile 3.3 Minimum underlayments shall be d with 11a1, sow, R. hi •; fireflies. Standard RAS 170 compliance with the ltoo ;i. ^.S/1pp1 cation 3 . 4 Roof Tile manufactures .acquiring acceptance for the use ti :e adhesive with their the assemblies shall test in accords PA 3.5 Roof Tile martt,!;lctures . acquirirt POIy "fO® Al - l160 roof use of P YP rod g acceptance for two add accordance wits y placemen en 101. AH l6C roof the adhesive with their the t with the accordance with PA ICrl and with section 10.4 as modified ,,eF m shall test in ( 11 - w F'= Ms INSTALLATION 4 1 Pol o o AH i 60 may be used with any roof the assembly hav: - lists uplift res values with the use of Pofypr AH I60. a current NOA that 4 .2 Polypro® AH 160 s!:a11 5c appli in compliance with the Compcncnt section and t!'c cor- esporrdinc,, Placement Details noted herein. The roof lion as.cnrbly's adl;csivc a:t. c!i ^cr,t ssembl : a :t I. with the use of Pol Ala 160 h e �zi mart; resistance, expressed as an uplift based s a:l Provide to meet cr cAcccd the up!in resistance determined in cornpitarce h Mi witami -D App;ica:ton Standards RAS 137. � � c County tile assembly NOA The adhesive attachment data i5 'toted R t a •cn roof 4.3 ?clypro A14160 -cor file adhesive and its components :! accordance with Roofing Application Standard Q •s sha.. ye installed in Polyprc€ A1 Opera:in AS 1 Instruction t 20, and ?o►yfcal;t Prcducts. Inc. ,. �., Instalration must be by a Factory T a; ed Qu M fctenance DxK!ct, by Po:yfoam Products. Inc. Polytbant Products !nc shall sup P Y of Approv a .,,t or appro ppr :icensed and app:icitors to the authority . having jurisdiction. Ci';,I, i ved 4.5 rGJl�tpf0® a: Gn ;; the dispensing equipnvent is require_ be�:re application of ,.c mix ratio . the 'A" component and :h be n•iir,cai ^ed ;,� ;,,, ! 0-.. I S 1 e ' component shall be ta me d :c 0 (r) ' 1 0 ( The dispense timer 5 pct..tds per tile ,1s de :ermined ata;ib:z: 0,1 shall be set to s1:a:: be .approved 1 No other settings a•G Polywog i CC sh bc appiicd with Poampro iZIF I C00 or P- dispcnsirtS cq::ipircn: on ;y oPach® 30 & 100 't•' 1'alyproA , >111GO shi;l rot bc exposed permancntly to surti Frans: Zulooga, RAC Procuc: Control Examiner 4t'd _ . _ . C3M ie -qn -ij •' Pot foam Product Inc, .. ACCEPTANCE No.: 0101 - 0521.0 4-8 • Tiles must be adhered in freshly minutes a yp y pp adhesive, Tile be set within 2 to 3 �cr Pot ro ®AH IGO has been dispensed. 4.9 Polypro® AH I place and 60 ment minim the 'Placeme 60 Details' herein. . Each patt Weight shall be it accordance with noted herein, generic the profile requires the —�_ Tnhlc t: Adhesive 1'hiccmcnt roe Ends C �•ilcl'roGlc merle Tile Profile I'I+�cemcnt Flat. Low, I h Profiles KO Profile (2 Piucc Dared) flat, Lo,�; Profiles 5. LABELING A1I Polypro® Al f l6o containers shall compl w ieh the Standard 6. BUILDING PERMIT RE Conditions listed herein. 6.1 As required bY � he l Dui l M ��1TS properly evaluate the installation � of this system le Building Code in order to 99b5E:9c 'CN Xyd 4 frank Zulooga. RAC Product Control E�mincr A 7ddf'S 0E6 ad 9 [ : e [ CiM i:C - 9p -avu i'olvfo:tm roduci G... Cw.w 4 41 th,..4 piss+k caw,m s. C. .1. 11 11•11 WIMP 4 411 v. ,v4., • v •• 4 1 . /ry11144.4s f e4 C∎r /4 L .9 3S:9q C('4 xdd ruL'rvAa rRODLICTS,INC. ACCEPTANCE N. o - 0521.02 ADHESIVE PLACEMENT DETAIL, 1 SINGLE PATTY fi ^.n sw,yl sAid.. M , Wr,c 0 t. a 1464r. boss • (soda Oa Br Oft Oa rWTP taws welds 11..n. has meg le 1 lit Frio welos sip tra tow 11a Tt... M.ly 114 t1.. 481 r° Mik wi*c :caw �tiww kg MY of 4q 4441 cans tow O,. • r wo.r...,. ,way lams rw11Va 1.1. MIiw44$ .w IAA Y W, 'Ira Cow town PM mewl *M 11 1 •liCrA _ �CliC • hop ammo NI Iowa 'Nom i 13.• clause ille I Fran Zu1c RAC Prochmt • too. It' "! - ---.w. ri(ODUCTS, INc. A CCEPTANCE No. : 01-0521.02 A D14 ES I VE PLACEMENT DETAIL 2 SINGLE PATTY :(' •_ .ON Xd 6 Prank Z.• mop, RRC Product ' Examiner . ..■....cdr.S z • • - • - q0 007 • Nall through plastic /vocal t n, in. I? Sketnan slre odd, Flirts corns ke`1 Vail through plastic conical O �'n.1SI R e ln` ` � Single Willy on unden3yen �+ Single \ i amity on top of l Ens :1rx \� , Na i through ilast11 caesium UnleAayro C i 7 In. c 1 !n. Stngte paddy on un,y . loyment ihiN p . under l ;lc Singh p,d on top elny 41n_ fen f 3 n. Smglt pm* ! e I In. under Ulf Sh paddy on w IJ y ^, 1nt S teddy OP lop of tile rjarrinaLE. roduce inc. • ;gene 'ON X53 ACCEPTANCE No. : 01 AvisEsive. PLACEMENT PATTY DETAIL 3 lsdly (benison Mee Pearl (under peel 7 A l SAtit banloe Eaw C•onp t to e 1 In. walla,, 'Ma La paler uw Carte only Stogie M ddy unokr IAe S4r1y faddy boieaa t klrktlldk. sire py yes Ltlgte only • Fr�tti� Zuloag1. RAC Product Control Examiner n v . •� C3M . fade eon :ludo, Orte ey %col \ L\ YON 13:10 FAX 054 376 1042 P fo3n1 Prod i Inc. . Itcncwai of this Acceptance (approval) shall and the o►isinal submitted doeuntcnts, including nsidered alter a re „ewa.. Ofd then eight (B) years. b test-sll 3 t�►Gati011 -te 2 nl)Ofltn� data.:-n_: bet”) fi:zd �- -"' ink dm-tents. an; no a Any :t 11 approved pr ma:tr 1 ovrproducts shall be permanently labeled with A id l a following th lice . . tally haled in the specific ale statement' ; ' M : uni - Dade County = �fae name, cite, s y I'roJ;:c s of this Acceptance. Approval", or 's 3. Renewals of Acceptance wa1 not be t col a. There has been a c;, , • � >sidcred if. product and be in t.t,, South Florida Building Code d the prod is not to compliance with the code cltu itz.s. Lr r b The product is no longer the same .he evaluation of .Ls c T �'t: Acceptance is nolder has a p t (identical) at tllc at:e o -•;_,� approved. including the correct ■nstallation of-the r olled with 311 the rrc�.;_ �_. or this aecepta, d. 7?t� engineer who originally prepared. product. -' •s :;,c The en is no ton ! signed and sealed the re:::::. bar practicing the t:n tnccrin t:lcuntCn:alicn initi:'I� d• tit;• revis or g K pro Cltanbc i:; the matcr:als u•eit viSi llp be eat:se IV: ' use, ytdlor manufacture e` croduet or process cennl:ttcton of this Acceptance, r.: r�5::cs;cd (t.'tro„dh Iltc F ' ptancc, unlczs pr:; ; ,,,.._ P ccss s....!1 rC q,e: g of a revision application with rc e) d ro has best PP N` �= • =i and granted by :h:s 5 :fir. of the fcllp«;n , shall a� a• �'ta:.rs:acto� perfon ` :so b grounds for removal of this Acccp! %1ist;sc of this Acceptance as an endorsement of any produc : or this product or process. p . F_ other purposes. (, -, : ` .:c-:, advertising or 1.-:y 1.-:y 1.-:y � t of Acc ceded b 4 t :Flt ^ee ::wnbcr pre Y n ofAc dal: n:a�• s le �• the words Miactti -Daa� Acceptance .s Ci d t c d t,, b: displayed yed Ill advertising literature. •' Florida, c No ilo�� c` or b � done ,II Its entirely A ' :•z Of 1110 Oltc. . ^f �;��• : Accc :� ) �, �, rrov: lo I s we:, is approved drawing and other d cca °_� v. ■�•hCfG it ipplic 5 t ' JoU sits a 1C time rer or Its distributers and sn�. - 'Mt,: en nccr need t - � : 1ble fcr is S � 6• eed re, reseal ;ilc copies, Acceptance speelio- Fa:, to comply wit!, criy scctior, or this Acceptance shall be court . and rrntona; c F ::s ,Nct:ce of A:ccptar.cz consists cf pages 1 through a. END 01 "MS ACCEPTANCE V �V Xd � P01.1110A11 PRODUCTS. INC. ACCEPTANCE No. :21 RRC : =- Control Exantiour. 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address Section A (General Information) Process No P c \ � c a )& n6D NB °lb -h5 ROOF CATEGORY 1lLow Slope ❑ Mechanically Fastened Tile ortar A IY / dhesive Set Tile ❑ Asphaltic . ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles 13 Prescriptive THERE Prescriptive BUR -RAS 150 GAS VENT STACKS? YES ❑ NO ( E ,, 1 ROOF TYPE TYPE- NATURAL ❑ LPGX ❑ CI New Roof 6 ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1.50 ,2e. 115 Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure ; and location of parapets. mummmommilummusimmommunimmummumminimmummommommimmummummimmummumemil Ia■■ /miss ■m mzo mmm. ■s..a.asmau ■ ■au■ ■m.i■.■■.■■■■■■■■■■■■■■■■ Ia■■ mmm.a ma■■ waa■. mmm■■ mmm11■a mmmm■ n■■a m■■. maa■ ■...allmmmmm■ ■ma■ ■m■.■ ■mm■■ ■mm■ I■■■ a■■ mm■ m■ id,1■. ■■ ■mmmammm.a■■■um.u.a ■uaw u■ ■■ ■■■mil■ ■ ■. s■■ ..■ ■m ■ ■ ■ ■■ ■ ■.... IamaPm■..:4..■■■ r . amm■■■s ! L■■■■■_ ■ ■u ■ a■■■ a11a.■■mamllmM■amm■.aa.maamm■mm a am■■ Imm■ ■ma kO■■ ■■a'Iu m■ ■ ■11 ■L111!'!11■ammt•! muumuu.■. aa■■.mmal Ism ■a■m■mmam11maam■mmaam■■ i.ia:p • ua - ••a• i.0 uuu. .mom . uuuuaa.u.lu .u.u... 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Ismuu.m.■■m.■■mm■■ ■m area■ m■. mmmm.■ mmmm■■■. a■■ ■■■■ ■m■ ■ma■mm.mmmm..am ■a■■amm■■ I■■ m. a■■■■.■■ s■■■■■ m.■■ m■ 11smm■■ 11m.■■. m11 aa■■■■ ■mmmm■ ■s■ ■mm■■11mm■■11mm■ ■m■■mmm■ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, en identify as 'NA') System Manufacturer. l7 v , F NOA No.: 02. o Design Wind Pressures, From RAS 128 or Calculations: Pmax1: +Pmax2 : —. 3 Pmax3: l J 1 Max Design Press a Fr the Specific NOA System: '� +1j • 1 v- oir 540 ( Deck: Type: Gauge/Thickness: • Slope: I {� Anchor /Base Sheet & No. of Ply(s): p l of yho e teel r gel to Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): ) I erg Ct SS Ply pe a Material: / Top Ply. O 1 Mi htir&1 Lug Shese Top fZ l y � 15tIne � r/ , �o�ging Material: Surfacing: f \ Fastener Spacing for Anchor/Base Sheet Attachment 1 Field: t " © Lap, # Rows �'` 1 ' oc Perimeter. k9 " oc @ Lap, # Rows @ V • oc Comer. 1. 4 " oc Q Lap, # Rows ..c Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, •Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener pacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. (ikEM'y aeI u�p Sloe of I\i-b V -Sot v e drtp t Parapet a s-1 � P Height r15 bc`Sesh • I D Mean Roof Height i Roof Slope: : 12 Florida Building Code Edition 2002 Hi • Vel Hurricane Zone Uniform Permit • •lication Form. Ridge Ventilation? V\iIN Section D jSteep Sloped Roof Svsteml Roof System Manufacturer: Muvcer Notice of Acceptance Number: ®� ) 20 `t) Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): pi: (r P2: f OObp3 : S Maximum Design Pressure = /� & / (From the NOA Specific System: `� Method of tile le attachment: P o! y F a. tv Ala kes Steep Sloped Roof System Description Deck Type: Type Underlayment: I 3 0 _p e rt Mean Roof Height: Insulation: NYA Fire Barrier: Ai /A_ Fastener Type & Spacing it j1 Adhesive Type ype Cap Sheet -�� Asphal+ Roof Covering: Type & Size Drip Edge: S, Mal 1 S ; ���► �� qo� te 4 w r In h Metho • (P2; 94 x X (p di xX Florida Building Code Edition 2002 Hi h Veloci Hurricane Zone Uniform Permit •'cation Form. Section E (Tile Calculations) - For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. " loment Bas d le Calcula is, Per RAS 127" e ' d15 - Mg: , Di" = Mr, 1 NOA Mr 6 b/ r - Mg: r 1 M. NOA - Mg: []= M, NOA Mr Required Moment of Resistance (M From Table Below Method 2 "Simplified Tile Calculation Per Table Below" NOA M, Required Moment Resistance' Wan Roof Height -4 Roof Slope 2:12 3:12 4:12 5 :12 6:12 7:12 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 23.0 25.9 25' 31.2 34.0 33.3 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 23.2 40' 42.2 391 37.3 34.9 32.4 30.0 *Must be used in conjunction with a list of moment based tile-systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater t ha n d or is equal tothe F values, for each area of the roof, then the tile attachment Method 3 "Uplift Based Tile Calculations Per RAS 127 " NOA F (P : x I: i s x w: _ ___) - W: s cos 9.• = F _ (P s I: = x w: ) - W: x cos 9.• = FR: NOA F __. : I: - x w: _ -__,_) - W' x cos 9.• - Fa: NOA F Where to Obtain Information Descri •don S mbol Where to find Desi$rt Pressure P I or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Hei: t H lob Site Roof Slope 9 Job Site is Multi. I ier 1 NOA Ratorin Moment due to Gram M NOA Attachment Resistance Mr NOA R sired Moment Resistance M. Calculated Minimum Attachment Resistance F NOA Re fired 11 lilt Resistance F, Calculated A e Tile Wei t W NOA Tile Dimensions I- length NOA w-. width At calculations must be submitted to the Buildin Official at the time of it •• •lication. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQ CONSIDERATIONS E N OWNERS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explaiinned. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the P.cl\k2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. � `4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Agent's Signature C,.O e.d Sdth,p ..° "1 Sem.WTa.prTespa.e7 l.a+b t1k.1C..tett[SOIOdw)T7lsLC IO t524I1I4 Date Contractor's Signature MAR • fore me th NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1. � \ �� `7 0n�peryd f ej/address: 2. Description of improvement: 3. Owner(s) namern address: {�ot Interest in property: O w n e r Name and address of fee simple titleholder. 4. Contractor's narr a� ris�' M 1 � 1 I& AA\ 1 f 3 5. Surety: (Payment bond required by owner from contractor; It c•-;-5- ii,; t i , FF.,,er� G c \ o py of rna . ' :rnJiL c,. X41 r. l..l & Name and address' r� Amount of bond $ , J 20 vZ• U;; . al -cr. 8. Lender's name and address: Signature of Owner Print Owner's Name 1 • Sworn to and subscri Notary Public Print Notary's Nam - My commission expires: 123.0142 PAQ • I2 bo DOU T OF DAD:, • la Corn 1• fission #DD231984 . . - pires: Jul 13, 2007 of etoss' Bonded Thru Atlantic Bonding Co., Inc. G FN 200380963631 OR Bk 21939 Ps 0279; (1P9) RECORDED 12/30/2003 12:52:05 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 111 Ott 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8.-In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a erent date Is specified) \C\ iiL li Pre ared b Pa P y day Of PPP ,2O 27 •(GX 51 I � knew: P. � i ►"t1 ftml " 1 3,155 •