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766 NE 95 St (3)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statc,ucnt of u,e plans and specifications herewith submitted for the build in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date February 22, ,m 80 Owner's Name and Address George F. Coates 7 6 6 NE 95 St. No Street Registered Architect and /or E u incer ,:,. --------- Name and address of licensed contractor Andrews Roofing a Improv. _ Co. 4300 East llth Ave. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 766 Miami Shores State work to be done and purpose of building (by [loots) Re -roof flat gravel completely (5 ply) Applying 3rd layer of 15# felt. and for no other purpose. Ncw Building Remodeling Addition . No. of Stories One One _ To be constructed of Kind of foundation Roof Covering�rl /. r. !!. Estimated Total cost of improvements $ 1 500 . 0 Amount of Permit $k- 15.0 0 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 nn lersigncd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of arbor under the Florida Workmen's Compensation Act, being Section 5%6, Compiled General Laws of Florida, Perm.tnrnt Supplement, and has complied seitlh the provisions thereof, and will require similar compliance + n all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be poste fo inspecti on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only s6ch s • •ntr ors, on ork to be • rfo • ed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed .... 1 STATE OF FLORIDA, COUNTY OF DADE. ' ss. Before me, the undersigned authority, a notary public, duly authorizcd 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 stated are true. Permit No - 4 ).(10 ` Date 114 )X 1 1" 4 0 � Read, Sworn to and Subscribed before me. Disapproved �... �. -k Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannir,;; l:o.trd. A re m,pection fee of $1.00 will be charged when such re inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship. 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. �� D �" ate.. ._ �7 [[ /� _! _ 2---- ... ,192. Owner's Name and Address .. _�N' C��._. o....✓..�lV . _.. Street. Registered Architect and /or Engineer f...• z,. ,..- ;.. .,,.. .. :,•..,I._ Name and address of licensed contractor Location and legal description of lot to be built o : Lot Block Subdivision Street and Number where work is to be done 7t. - 4n tate work to be done and purpose of building (by floors) _ an for no other purpose. New uilding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering. Estimated Total cost of improvements $.... .&'"' Amount of Permit & Zone cubage required plan Cubage Distance to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all e plans an specifications f r said uilding.,.. ll notices with reference to the bu' ding and its constructs n may be sent to.... 9c /7.. E.. 72/b •• ✓.dGr�iLn��..'._... The undc igned applicant for this(Xiuilding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on 'rk to be performed under this pennit, as are licensed by Miami Shores Village. 4 �� Remarks MIAMI SHORES VILLAGE ee BUILDING INSPECTION DEPARTMENT STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. N6, z Permit No._ Date I2 - 7 2 (Signed) Read, Sworn to and Subscribed before me. Disapproved _....__... _ __. ...... ate_. (Signed) Building Inspector / My Commission Expires Notary Public, State of Florida to me well known, PLANNI >✓: BOARD DATE Chairman Member \fernber 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 fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and /or workmanship. Date Qualifier APPROVED: Zoning Mechanical n PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 6-11-97 Job Address /66 N E. 95 Street Tax Folio Legal Description Owner/Lessee / Tenant Eric Allison Owner's Address 766 N. E. 95 Street Miami Contracting Co.Quality Roofing Contractor, Carlos Arocho State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof install valleys and eave III asphalt one layer of the adhesive set. Flat Square Ft. Tile 2 5 s q. Flat 7 s q. Estimated Cost (value) $10,700.00 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 offall 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 !aws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. iigriaturc of owner and/or Coi President it_ Notary as to 0 ' i and/or My Commission Expires: FEES: PERMIT _ Date ;.i:"'fl ° iyw• MARYLOU HERNANDEZ F` MY COMMISSION # CC 324212 Pa- EXPIRES: October 10, 1997 l F,t;g''' Bonded Thru Noitry Pubic Underwriters RADON Building Plumbing 7 C.C.F. Historically Designated: Yes No Shores, Fla. Phone 756 - 6766 Inc. Address 251 N.W. 99th Street Phone 751-0382 Signature of Contractor or Owner-Builder A Notary as to Contr ::'or or 0 My Commission Expires: NOTARY Electrical ate MARYLOU HER HER EZ ° = MY COMMISSION # CC 324212 .d. .'o EXPIRES: October 10, 1997 t ap .4-, ., t Bonded Thru t y Pubic Underwriters per code, type Colorthru to —�c5' 97 Engineering 12101 -78 9196 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: p /0.11 e f :n j (o n c cr l' t2c - Job Address: 76, to /0. 9S ST rec1L ROOF CATEGORY 0 7 (Low Slope Application) ❑ (Nail -On Tile) Lg ortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) _/ ROOF TYPE ❑ New Roof 2 ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 7 Roof Area , Sloped Roorea (ft ) Total (f ) Master Permit No. Exposure category (per ASE 7 -88): C Building Classific tion category (per ASC 7 -88 table 1): •w 9 Ft. A v Ft. A V Deck type: 14 001 X L' &E- ATTACHMENT l+ Fastener Type: J p-> C J 5kank Act ) S SPACING Field: /z Perimeter: lo D. C . Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN Page - Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? d I v�- Deck type: MEAN HEIGHT I SLOPED SYSTEM DESCRIPTION wool ILL' 0: nderlayment: Insulation: 30)). Ps 12" ROOF SLOPE D E T A I L 3 Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: C.a /n eis f f e�:,4�/c is eat e.c1.c r- . -e 1-,\ a6 g°` - ATTACHMENTS REQUIRED 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 Application 4) Other Component Approvals (Pmaxl 3 X X (Aerodynamic Multiplier): ft .4 I) (Pmax2:103 ,9 X X (Aerodynamic Multiplier)32, � ) ( Prnax3:)W .7 X X (Aerodynamic Multiplier):) 01- 11 ) TILE CALCULATIONS ;�L M 7.10 = M 15,3 t PCA: (o(o ,J 0 /� l `�-�'I : M ? ,I0 = M PCA: M 'l .I 0 = M ),54,04 PCA: (0(9,5V Page -2 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 DADE: R 3 u 5 1 5 4 1997 JUL U9 09.46 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 766 N.E. 95 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile and Flat roof . 3. Owner(s) name and address: Eric Allison Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: N/A NOTICE OF COMMENCEMENT 766 N.E. 95 Street Miami Shores, Florida 33138 251 N.W. 99th Street Miami, Florida 33150 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: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name 'rl L J/i so Sworn to and subscribed before me this &5 day of Notary Public Print Notary's Name My Commission Expires: F(PIRE : Octrer 10, 13F.7 9_11_ • Al E OF FLO HERERY CERTIF 0 1pna Prepared byCarlos Arocho Quality Roofing Contractor, In Address: Z51 N.W_ 99th Street Miami, Florida 33150 12301.52 2/93 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 Acceptance No.:94- 1017.01 Expires:06 /15/98 Approved: 06 /15/95 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Spanish S under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Enginering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. • s anger, Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Metro Roof Tile, Inc. 11501 Northwest 117th Way Medley, Florida 33178 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: High Profile Tile Type: Nail - on/Mortar Set/Adhesive Set Sub - Type: Concrete System Description Metro Roof Tile, Inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. This Product Control Approval relates to Metro RQof Tile's "Spanish S" high tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The Metro Roof Tile "Spanish S" tile profile is available in a variety of colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Spanish S" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Spanish S" profile drawing. The Metro Roof Tile "Spanish S" 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 1 through 4 of this Approval. Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 117th Way . Miami, FL 33178 (305) 558 -6712 2 Raul Rodriguez Product Control No.: 94- 1017.01 Approval Date: Expiration Date: JUN 1 5 1995 JUN 1 5 1996 Product Control No.: 44- 1017.01 Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product • Dimensiong Specificationg Description Spanish 'S' Concrete 1= 18" PA 112 High profile, interlocking, one - piece, Roof Tile w = 10%3" 'S' shaped, concrete roof tile equipped %3" thick with two nail holes and a single roll. For nail -on, mortar set and adhesive set applications. 1= varies w = varies varying thickness PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 / tVL Raul Rodriguez Product 1130 Felt 1143 Coated Base Sheet Dimensions N/A N/A Mineral Surface Cap . N/A Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS 59" x 164' roll 22 Ibs/roll 30 "x75'roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 Single ply, nail -on Protect -O -Wrap, Inc. underlayment with 2" with current PCA self - adhering top edge. PA 103 ASTM D 312 type 111 or IV ASTM D 4586 4 Product Control No.: 94- 1017.01 Product Description Manufacturer Saturated organic felt generic 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 s) stem. Single ply, nail -on underlayment. 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, fiber reinforced, trowel grade cement for repair and flashing applications. generic generic Lenzing Performance, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Raul Rodriguez Test Product product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Adhesive ( "Polypro® AH I60 ") min. 12 ga. with '4" head min. 32 ga. min. 1 o.d. max. 2" o.d. PA 114 Appendix E horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2W or min. 10d x 3" #8 x 2V2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E 5 Raul Rodriguez Product Control No.: 94- 1017.01 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. generic generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteT"' ") designed for mortar Company, Inc. . set roof tile with current PCA applications. N/A See PCA Two component Polyfoam Products, polyurethane adhesive Inc. designed for adhesive with current PCA set roof tile applications. Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions �1112s min. %a' width min. 0.060" thick Clip Fasteners min. 8d x 11/4" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 6 Raul Rodriguez Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Galvanized steel valley flashing Product Control No.: 94- 1017.01 Galvanized steel drip edge generic generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 111 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Report Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #EA -25 Tech: G. Suarez 7 Product Control No.: 94- 1017.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Withdrawal Resistance Testing of screw vs. smooth shank nails Raul Rodriguez Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Wind Driven Rain PA.I00 Physical Properties PA 112 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 July 1994 Slope Range: Underlaymeut: Roofing Tile: Comments: SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "%_" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application 2 " :12" to 7 ":12" Note: System D is only acceptable in this slope range. Product Control No.: 94 Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "/ plywood is an acceptable substrate. 11 Raul Rodriguez SYSTEM LIMITATIONS 12 Raul Rodriguez Product Control No.: 94- 1017.91 1.. The standard minimum roof pitch for Metro Roof Tile's "Spanish S" high profile tile shall comply with Dade County Application Standards PA 1 18, PA 119 or PA 120, depending on the method of installation. 2. For nail - applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Spanish S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. 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 'A'. 9. -Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Tablc 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Spanish S Tile Battens N/A N/A N/A 26.80 N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Metro Roof Tile Spanish 'S' Tile 6.70 7.10 6.60 7.00 6.46 6.84 6.30 6.67 4.08 N/A Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) - for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Metro Roof Tile Spanish 'S' Tile . Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS 13 Raul Rodriguez Product Control No.: 94-1017.01 Table 1: Aerodynamic Multiplier - X (ft') Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Metro Roof Tile Spanish 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS 13 Raul Rodriguez Product Control No.: 94-1017.01 PROFILE DRAWING METRO ROOF TILE SPANISH 'S' Tiu Raul Rodrigucz Product Control No.: 94- 1017,41 METIIO DADE .NOTICE OF ACCEPTANCE: STANDARD CONDITIONS This approval supersedes all previous approvals. 15 METROPOLITAN DADE COUNTY; FLORIDA METRO -DADE FLAGLER BUILDING UUILUING CODE COMPLIANCE DEPARTMENT SUITE 1003 MEMO-DADE FLAOLER UUILDINO 140 WEST FLAOLER STREET MIAMI, FLORIDA 33130.1503 (305) 575.2001 FAX (305) 376 -2000 I. Extensions of Acceptance tnay be considered alter a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re-evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. Raul Rodriguez Product Control Supervisor CS Roofing Products Company, Inc. 5523 MacArthur Blvd. Suite 900 '1'X75038 ;!c expense of such testing will bc incurred by the Manufacturer. • i'i:',ODUCT NO. : CC E PTANCE NO.: 95- 0502.0 (Rcviscs 0531.0.11 ;` :''• R ES: 04/12/97 A!'r !kOYED: 06/13/95 METROPOLITAN DADE COUNTY. FLORIDA METRO•DADE •FLAGLER BUILDING Raul Rodriguez Product Control Division Supervisor aUteotNQ COOE COMPLIANCE OFFICE SUITE 1603 METRO.DADE FLAt3LER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 • FAX (305) 375.2906 PRODUCT CONTROL. SECTION PRODUCT SQJ (ROL NOTf 41? ACCEPTANCr (3051372.2339 < FAX (3051372.6339 Y our application for Product Approval of GS Rnoffntyndilied Bitumen Rom under Chapter 8 of the c:ropolitan Dade Counry Codc governing the use of Alternate Materials and types of ConstructIbn, and completely c;scribcd in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory ;mu Rese Corporation, Underwriters Laboratories and United States Testing Company, Inc. has been , .:commended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida !locr the specific and standard conditions set forth herein. hc approval shall bc valid for a period of three years. The Building Code Compliance Department reserves the to secure a product or material any time for a jobsite or manufacturer plant for quality control testing. If prod or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material Immediately. The Building Codc Compliance Department morns' right to require testing of this product or material shouldbnyamendments to the South Florida Building Codc be .lad affecting this product or material. - PLEASE NOTE - l'H IS IS THE COYERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDI (ONS. BUILDING CODE COMMITTEE T h i s t!pplica Lion for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Cc,:;ipliancc Department and approved by•the Building Code'Committee to be u. d in Dada Co .zi r Florida under !_•cottditiorrs set forth above. Charles Danger, P.E.. Director Building Code Compliance Department Metropolitan Dade County NOTICF,S?F 6C0FeJ AiE:J . .STBSDIRnr<siNnrnows Extensions of Acceptance may be considered after new application has been tiled and the supporting data test reports no older than ten (10) years, have been re- evaluated. All reports of re shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted f o r revisions or change. - s; �..• •.... •• • . .h Any unsatisfactory performance, of this product or process ora change in Code provisions shall be grounds for re- evaluation. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration .date may be displayed In advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. Product approval drawings, where required for permit applications, shall be provided to the applicant by the inanufacturcr or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-scaled by an engineer. Failure w comply with the Standard Conditions shall be cause for termination of the Approval. :•ra t'roduct Control Approval supersedes t o.94- 0531.04 Raul Rodriguez . Product Control Division Supervisor • w41d : 1.•.'•:1: r• hit '• t.. �', « a.�•JCri.,. - ;;,nlicnn : CS Roofing Products Company, Inc. MD) 5525 MacArthur Blvd. Suicc 900 Irvin, TX 75038 r� to ^ Iry Membrane Roofing System ±�_Cnt�orv; Built -up Roofing I LP L Modified Bitumen `:L:h-Tvne• SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOPINC SYSTEM APPROVAL Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. • Charleston liciglits, SC 29405 (803) 7444451 Raul Rodriguez 2 Product Control No.: 95- 0502.04 Approval Date: JUN; i 3 IPA Expiration Date: • 091j2/97 System Description • S Roofing Products Company, Inc. manfiiactures and markets nationally a complete line of residential :: ! d commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets t!!� produc through local distribution in the South FloridaJurisdiction. CS Roofing products and systems aro Um result of y mrs or manufacturing experience and product development and have been proven by years orc xperiencein the construction field. (3S offers a variety . o f approved insulated and non - Insulated roofing systems. For detailed system , construct ions. refer to the following publications: "Commercial RoofSystem Specifitatlon Manual" and "�!intl�stic Roof System Catalog.' GS products and systems have been tested in compliance with all provisions of the South Florida 13ui!di11 Code as well as Underwriters Laboratories, IInc:,.and'Pacto y Mutual Research Corporation for :rC emd wind uplift resistance. GS provides technical service and warranty information through regional offices. For tiro South Florida Metro area, call 1 -800- 777 -2563. '`citl1cr /Empire Sheec :::11 lase Ply Sheet : V orVI .:..c1c's1ic STA GTA ( Dimensions 36 "x72';Roll weight: 86 lbs. (2 squares) , -! - G!asTM Base 36" x 108'; Roll weight: 90 lbs. (3 squares) i-,5T.I FR Base 39 / a "x 50';Roll weight: 90 Ibs. (1.5 squares) 36" x 180'; Roll weight -. 40/55 lbs. (5 squares) 39 x 33 Roll weight: 90 lbs. (1 square) 39 ' /_" x 33' 3"; Roll weight: 105 lbs. (1 square) tit,lic GTS 399/s "x74'9"; Roll weight: 92 lbs. ('A+ square), �I,ucic GMS /GMS 39 3/ =';c34'2 "; Roll weight: 100 /105 lbs. (I square) TRADE NAMES OF PRODUCTS MANUFACTURED OR . LABELED BY APPLICANT 39 "; Roll weight: 105 bs. I square) Test Specificntini1 ULTypcG2 ULTypcG2 . ASTtv1 D 2178 Type 1V or VI UL Type GI ASTM D 5147 3 Raul Rodriguez . Product Control No.: 95-0502.04 Product Qescriptiotl ASTM 0 2626 Asphalt coated, organic base sheet. UL Type 15 Modified Bitumen, coated fiberglass base sheet. Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified' Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polycstcr mat reinforcement for toch application. ASTM 0 5147 Granule surfaced, SBS Modified • Bitumen mctinbranc with non - woven polycstcr mat reinforcement for torch • .. application. ASTM D 5147 Granule: surfaced SBS Modified Bitumen membrane with non -woven polycstcr mat reinforcement for mop application. ASTM 0 5147 Fire resistant, granule surfaced SBS • Modified Bitulnen Membrane with non -woven polycstcr mat reinforcement for mop application. i s!ic ER Cap Base Sheet S,vIS Base Sheet • .,.. i c® Mineral 1' ,.ccd Cap Sheet r•.shield Dintensiang 39'4 "x 34'2'; Roll weight: 90 lbs. (1 square) 36" x 108'; Roll weight: 69 lbt. (3 squares) 39 '/ x " x 64' 4 "; Roll weight: 90 lbs. (2 squares) 36" x 36'; Roll weight: 90 lbs. (1 square) 36 "x 75 ; Roll . weight 76 lbs. (2 squares) Product Control No.: 95- 0502.Og Test Product ., $pecifcntiort nescriptiart ASTM D 5147 Fire resistant, granule surfaced SBS • Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Typo 02 ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 UL Type 30 PA 103s Raul Rodriguez 4 Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. UOnd ;:.,rbond LCW ;c(c i'astencrs 'Jcnsity 'various ( •,..J! Filsccners Hex Place 2 7/8" x 3 1/4" Product Control No.: 95- 0502.04 TRADE NAMES OF PRODUCTS MANUFACTURED oY OTHERS Test Product Dimensions Sluciacntinil D .rle_, lien Mnnufncturcr various various various st Lock Plate 3" x 3 1/4" .PA 114 PA 110 ' Polyisocyanuratc foam insulation PA 110 PolyIsocyanuiate foam insulation PA 121 Aluminum roof coating. PA 121• ' Roofcoating ASTM 3019 Asphalt based cold applied Type lit ' adhesive. PA 110 Polyisocyahurate foam insulation PA 110 Cellular insulating concrete system PA 114 PA 1 14 PA 100 PA 114 PA 114 Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrctc decks.. • • 'Wood fiber insulation Insulation fastener for steel and concrctc decks calvatumo hex stress plate. Polypropylene locking plate. Raul Rodriguez 5 • Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products Celcorc, Inc. Cclo= Corp.. • Cclotex Corp. Celotex Corp. Construction Fasteners Ind. Construction Fasteners Inc. Construction Fasteners Inc. st Fasteners Dc:k1 :1st Fasteners .1.00, FM -45, -60, FM -90 s! Typc ,A' :! 'rite "Irype'R' Emulsion Primer - ' Density Wood various Test i)imensioni 4 pecificntioq various .PA 114 PA 114 PA 114 PA 110 PA 114 PAII4 • PA 114 PA 114 PA 121 • 6 Product net criptioq insulation fasteners for concrctc decks Insulation fastcncr for steel and wood dccks. Aluminum fastcncr for lightweight, gypsum and rectum decks Cellular insulating concrete system Bast ply fastening systems for lightweight concrete decks Galvanized stccl base piy fastcncr for lightweight concrete dccks Base sheet fastening system. Asphalt emulsion l , 5, 55 ASTM Co 3019 Fibcred asphaltic gcncml gallons Type 111 purpose, lap and ply cement. ASTM D 313 Typo III or IV hot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer generic PA 110 Wood fiber insulation generic board Raul Rodriguez Product Control No.: 95 0502.04 Mnnufncturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcli Corp. ES Products, Inc. Galvanized steel basc ply ES Products, Inc. fastcncr for lightweight concrctc dccks CS Products, Inc. GAF Gardner Gardner • i'crli(e Insulation ;:: c; Rosin Roofing Nails TM Caps .:' aluminum o CC nting ::Fnrnak 81 AF : '.odiflcd Bitumen Adhesive (Brush rltdc) SI AF '• Bitumen Adhesive (Trowel Grade) ::.,'.rna1:97 AF �,i ri �;1 �•. 97 :o: scy MBA Gold 1, 5, 55 `•' c::;uranc gallons \dltcsivc O'.;radc Fibcrcd NERG'Y PSI-25 I Dimensions various various Minimum # PA 114 12 Min.32 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak type 111, ASTM adhesive for application of D 3409 SBS modified bitumen systems. 5, 55 gallons various various Test Speciticntintt PA 110 PA 121 ASTM D 3019 Cold applied SOS modified Karnak type ill, ASTM adhesivo for application of D 3409 SI3S modified bitumen • systems. PA 121 PA 121 ASTM D 3019 typolll• PA 121 PA 110 Product Descriptinq Jvinnutncturer Perlita insulation board generic Rosin paper for barrier generic layer on wood decks Corrosion resistant annular generic ring shank nulls Corrosion resistant circular generic discs. Aluminum roof coating Grundy industries Roof coating Roof coating Fibrated, rubberized cement Monscy Products for bonding modified Co. bitumen membranes. Fibratcd aluminum roof Monscy Products coating. • Co. Polyisocyanurato foam NRG Barriers, Inc. in3ulation VA 1 Polyisocyanurnte foam • Nita Barriers, Inc. insulation Raul Rodriguez. 7 Product Control No.: 95 0502.04 Karnak Karnak' rcl;luri ....NRG'Y -2 Plus ti'NRG'Y -2 .�3. Magnum Spin ',veld Place ['lute • Fastener p lc Fastener CR Base Fastener and :)2 Sltccc Disc i Flsccncr Test Product Dinlensions ,Specification newriptinn various various 2" round PA 110 Polyisocyanuratc fonnt insulation PA 110 Polyisocyanurato foam insulation PA 114 PA 114 B. Plastic Plate 3" round PA 114 .PA114 PA 114 Insulation fastener PA 114 PA11 8 Class reinforced nylon fastener for use in gypsum and cententitious wood fiber decks. '3" round polypropylene stress plata for use with N.T.B. fasteners 3" round galvalume AZS5 plate for use with N.T.13. fasteners 1nsulatton fastener insulation fastener assembly for Base Sheet fastening only PA 114 • Insulation fastener Raul Rodriguez • Product Control No.: 95 0502.0a • Mnntufncturcr NRG Barriers, Inc. NRO Barricrs,, Olympic Manufacturing Group, Inc. 2" round amorphorus nylon Olympic locking plate for use with Manufacturing N.T.B, fasteners with 1" Group, Inc. head Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc, ' Olympic Manufacturing Group, Inc. Olympic ''oIypropylene _ Standard ' 3" rou id iber,las Cap Board various PA 110 write No. Test nimensio spgeinentinii 3.25" round PA 114 Vareous Golr1 various 2" Plate 3' Plate ....:life 2" round 3" round PA 114 3" Plate 3" rou: ty PA 114 10.5 ouree caulking tubes. • Product Desc- as Polypropylene plastic plata PA 114 3" round galvalume AZ55 steel' plata PA 110 Fiber glass roof insulation Rockwool insulction PA 110 Polylsocyanuratc foam insulation PA 114 2" round gaivaiume . AZSS membrane piate PA 114• 9 3" round galvalumc AZ55 steel plate Insulation fastener for ccmcntitious and gypsum decks Product Control No.: 9S- 0502.04 Mnn,irncturcr Olympic Manufacturing Group, Inc. Olympic Manufmcturing Group, Inc, Owens- Corning Pibtrglas Corp. Panel; Inc. Schullct Internatbal Inc. The Rawipily Company Inc: The Rawlplug Company Inc. I'J o Rawlplug Company Inc. . 3" round galvalumc AZ55 The Rawlplug steeLplatc for use with Company Inc, Rawlito fasteners - M 9d,i fied • 1, 5 55 ASTM D 3019 Rubberized all-weather ""t!tCr gal�D11S, ALSO Ccn,cnc gal is (Typo 111) and flashing ccntcnt,trowel D 3409 grade, modified adhesive. PA 121 Flbratcd aluminum roof coating. Raul Rodriguez Tropical Asphalt Products Corporation Tropical Asphalt Products Corp, Test A ;cncv /Iclenti�er A pplied Research Laboratories ' Test Reports Product Control No.: 95 0502.04 Name Report DAM Physical Properties 28013 06/02/87 Factory Mutual Research Current insulation FMRC 1994 01/01/94 Corporation Fastening Requirements Underwriters Fire Classification R1190 07/13/87 Laboratories Compliance United States Testing ASTM D 5147 97457 - 06/03/88 Company, Inc. ASTM D 5147 97. 457 -2R • 12/02/87 • 1 10 • Raul Rodriguez • ivinicrin1 Fibrous glass Perlite Fiberboard Rockwool Polyisocyanuratc Polyisocyanurate Composite Board Maximum Design eressti fps Design Proieurg Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf • 1,4 Classlflcntinq f. r17�erinl Clnssifcntinrt wood Class A 'tee Class A Concrete Class A• L,ightwcight Concrete Class A Poured Gypsum Class A 11 Product Control No.: 95- 0507.04 • Noce: Fire classifications and maximum design pressures do not reference all assemblies over dccl; types. Rcvicw system listings for design pressures and the UndcrvigtQr6 Laboratories Roofing Materi :tls Directory or other approved testing agency listing d cccory for Fire Classifications. - - Raul 'Rodriguez - Ile Type: SBS \Vood, Non - insulated Uc ription: /,:" or greater plywood or wood plank decks Ty pc E(1): Base sheet mechanically fastened. ,mac tcral :Ind System Limitations �• Lc:siSn -45 psf. Product Control No.: 95- 0502.04 Onc or more plies of GS Glas Base, GS Ficx -I Glas Base, Flex -1 Gins FR Base or CS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin cups 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) Sec products listed under 'Base Sheet' above, or one or more .plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of20 -40 lbs./sq.. • One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within the EVT rungs and at a rate of 20.40 Ibsisq.; or Flint'astic OTS Torch adhered to the base sheet. (Optional) Install one orate following: 1. 400 IbJsq. gravel or 300 lb/sq. slag in n flood coat• of approved mopping asphalt at an application rate of 60 lbisq., Class 'A'; see General Limitation #2. S lrpc: 1:12; scc General Limitation #3. GMS 2 - 3, FRP 2 -3, GTS 2 -3, FRf#C 2 -3 35 Raul Rodriguez 2. Karnak 97 or APOC 212 Fibratcd Altiminuiu nt an application rate of I '/ gal. /sq.. it 1 btu tti : failabl.e decks. 1ht`i.* :c ,�..,,.:<r:r , { G #%3 �(�•r�, � � 1d� G`�Ji�l �iix�i:•il�;l0Y.�i f � 1 n4: � �] 1 e •.. ;'•S BAS E base sheet and one ; STIC FR modified bitumen ary of Materials;• ,, Feet 5e Sheet (1i:ply) .. 23 lbs. ;�. 'Solid Moppi .. 25 lbs. rR roll roofin• 1 pl 100 lbs. dotal Finish Weight ,,,ion Finished W •• • 9 t 148 lbs. ial.surfaoIng•'•���• 'M. . 11. • .. • 1• 38 Raul Rodriguez Product Control No.: 95 0502.04 \Vood Deck System Limitations: I. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2. Pre-assembled 'cap Nail' shall not be used for base sheet attachment. 3. A red rosin sheet is required under system II.A where that system is applied over a wood plank deck. 4. When All Weather Empire base sheet is installed, an interply of Ply I V or Ply VI must be installed pior to installation of membrane. 9 6. Product Control No.: 95- 0502.04 All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must bc approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. An overlay /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 may bc applied using spot mopping with approved asphalt, 12" diameter circles, 24' o.c.; or strip mopped 8" ribbons in three rows, one at each side/at) 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 IbsJsq.. Note maximum design velocity pressure restrictions on spot attached systems. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. All ■vork shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 102 Raul Rodriguez 7 - I re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dadc County Protocol PA 124 to the calculated design pressure of the roof deck. If required, any Factory Mutual Approved vapor barrier in conjunction .vith proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and bast sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Codc. All attachment and sizing of perimeter nailers and metal profile designs shall con form with Dadc County Protocol PA 1 1 1 oldie South,P1 rid:yJ3u: t ng ode. :.ti nos shall be installed according to the manufacturers standard details. and may ..pplicd in cold application adhesive, approved asphalt or may be applied in .onjunction with an approved torch applied modified bitumen membrane. Specific approved by thc manufacturer, shall be submitted with the Section 11 Permit - pphcation. Roll t materials shall bc stored on end ard on a clean. flat and dry surface. Cons ,It current Underwriters Laboratories Bircctory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be ins 'ailed in strict compliance with Chapter 30I.5 and 3401.6 of the South Florida l3uilding Code for maximum fire classification. 3. Asphalt moppings shall be with applied with asp,lalt approved by the applicant and shall be approved in compliance with equiviscuns temperature (EVI') methods of Asphalt determination. Asphalt containers or bulk tickets shafi indicate an EVT, Finished blowing temperature (FBT) and flash point. Asphalt typds and temperature ranges shall be in compliance with Subsection 3403.4(a1(3) of the South Florida Building Code. .0. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. i 1 other layers shall be adhered with approved mopping asphalt applied within the E /T range and a . a rate of 20 -40 lbs.sq., or mechanically attached using the fastcnit'g pattern of Cne top ::tycr. Refer to manufacturer's literature and /or the NRCA Roofing and .`,'aterproofing Manual for correct application procedures of insulation panels in .,pproved asphalt or adhesive. !'re- assembled cap nails may only be used for termination of fully boadcd surfac•:s such as mechanical termination at wood blocking. head and side laps, and bare !lashing terminations. Cap nails not be uscd for the mechanical attaehrient of a base sheet. Tin caps are required by the South Florida Building Code. The submission of system specifications and details shall accompany the Sect4 fl Building Code Permit. This information is available in the publications listed ir! c S ystem Description' of this Product Control Approval. The submission of LIucunlents. as well as the proper application and installation of all materials shall h . tt,e sole responsibility of the contractor. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA I 05. If the fastcncr values as tested are below 250 Ibf a professional engineer nl y nom it a revised fastcncr spacing utilizing the withdrawal resistance value taken ;:urn Dade County Protocol PA 105. Calculations shall bc based on a rupture value :: fastener stress plate pulling over the base ply) of not more than 90 Ibf.. .1•tcncr spacing for insulation attachment is based on a minimum withdrawal sear :once value of 300 Ibf. as tested in compliance with PA 105. If thc fastener .:glue. as field tested, arc below 300 Ibf. insulatiol sha not be :L.eptablc. 103 Raul Rodriguez Product Control No.: 95- 0502.0.1 __. 266 ROOF COVERING 'MATERIALS (TEVT) '.ROOFING' SYSTEMS fl Mombrano: "FlIntlastIc STA", •'!GTA', "GTA Black Diamond" or "GTA White Diemomo' , fused. • ••,.I, '•.• • , , • Surieoing:rGrevol::••• J. Dock: C-.15/32 • 'nano: 1/4 Bose Shoet•Typo 02, mechanically fastened; • • ' 'STA", "GTA";'"GTAI Block Dlomond" Or "GTA Whlto Dialtiono". fusod. ' • SurfaCIng: Gravol. ' • •';,-•• • • 4. Dock: C-15/32' Incllno: 1 'Ail Jolnti blocked with 2x4's. Baso.Shoot: Type 02, nalladl• . '•"" • . • Mombrano: "FlIntlastic GMS", "GMS Promium" or •"GMS !Slack Diamond", adhered with roofing asphalt • Surfacing: Gravel.. Dock: C-15/32• Inclino: 1/2 • Insulation: Colotox "Hy-Tec", 2 In. min, Joints In insulation must bd offset 6 in. If OM )Q1111 dock; mochanIcolly fastened. •• • • ••■•:'', Ballo qh Typo,G2, rnochanically fastonod or adhered with hot roofing asphalt. Mombranor."Flihtlaitic •GMS"I"GMS premium' or "GMS Black Diamond", adhered with roofing asphalt .. BurfacIng: Gravol. O. Dock: C-15/32 Incilnp: 1/2 Insulation: Colotox "Hy-To', 2 In. min, Joints In Insulation must tia offsot'6 In. from ow dack;mochonlcally fastenod: Boso Shoot: Typo 02, mochanIcally or edherod with hot'roofIng osphait, Mombrano:•"FlintlostIc STA", "GTA" "GTA Black Olamond" or"GTA APP White Diane hoot fusod., Surfacing: GrovoI,' " Class A - Fully Adhorod I. Dock NC Incline: I • Vapor Ilptardor: (Optionol) Typo 02 "Glacbaso", baso shoot or UL Classiflod vapor retarder - : . .insulatIon: (0ptic:m:81) Ono or more•loyire or cornbine.tIon of tile following: Ultragard Proi POlyisdayanurato; Porlito, glass flbor or wood Tibor Insulation. Basil Shoot: Ono Iayor of Typo 02 "Glacbaso" baso shoot. Mombron0:.0no layor of "Flintlastic GTA..(.3 sq or •1 sq), GTS" (modified bitum), 'fusocl'Or'"Flintioitlo*GMS" hot mbppod. Surfacing: APQC."Nci 212 Fibrated AlurnInum",at 1.1/2 gol..100 sq/ft., :•' 2. Dock:,NC.. • ' " • •'''• Incline? 3/4 , • , Vapor Rotardor.(OptIonal),Typii 02,"Glosbaso". Pose shoot or Pl. Classifiod.vapor OtUICe InsuliitIon: or more) layers or combination of th'p'following: Ultregero PH: polyisiiicyanureto; parlIto, glasallbor or wood Tibor Insulation. Basco ,Shoot: Ono layer of Type,.G2 "Glasbase" baso shoot. , Mornbrowit Ormlayor.of S.TA (modIflod bitumon); hoot fused. 0 " - Surfacing: Kamak 87 Fibratod Alumlnum", 1.1/2 gal. pot loo sq/lt. Doclor415/32:. • .. . • ,1nollne: 1/2. Insulation: (OptIonal) 1.1.11treciard 'Prernior", polyisooyanuritri, wobd.flberbOO(d, inglmurats, erg,thIckoessr.,.. „ „.• • 'Base Bhoeti One or mbre pllos or"Glasbau" hoi rpoppoil Or.,[np,ohanIcelly..faitened. MombranmAno, ply.ot "Flintipstlo FR".(mod(fl hot mopped in . 4. Dock: NA, • ••, . Incline: 1/2 • . Insulation: Polyl olass fiber,' perilte, wood fiber, hot mopped or mechanicall tonod, any thIcknoss. Bolo Shoot.Typo 02, mochonlcally fastonod or hot moppod. •.•.. • • .Mombrape:„?F1IndesUc GTA.or STA", heat fusad. Surfacing: Ronry Co. "Honry 520 Aluminum", appllod ot 1.1/2 gal/so.. 6. Dock: Ng.1 ••• .s• . • •,. •.•:: • • Ineulosiqn; (Opj1gpal) Glass fibor, who or..wood.fibor boord. . •.. Ply Shoot: Typo 02, mechanically fastonod, Mombrano: "Flintlostic STA", "GTA", "GTA Black Diamond" or "GTA Whlto Diamond". • fusod. ■• .• , ..• SurfacIngt•Karnak.Chomical Corp. "Karnak No. 97':, 1 gal/sq: 6. Dock: NC • !non= 1 InsulatIontsPolylsocyanurato, glass flbor, porlito, wood fiber; mochanically fastonod or uo wIth,hot roofing asphalt, any thIcknoss.... • Bose Shoot: Typo 02, mechanically fastonod or odhorod with hot roofing ospholt. Mombrano: "Flintlastlo GMS", "GMS Black Diamond" or "GMS Promlum", adhered w ••• roofing:*asphalt.... . SurfacIng::Karnak•ChomIcal Corp. "Karnak No. 97 Flbratod•Aluminum Asphalt Roof Co 2.1/2 gaVsq. 7. Dock: C-15/32' • InclIno: 1 -• 'All Joints blockod with 2x4's. Insulation: Gloss fiber, porlito, Jointsininsulation must bo offsot 6 in from • In dock; mochanIcally fastonod. Boso Shoot: Typo 02, mochanically taloned or odhorod with' hot roofing 'asphalt. Mombrano: "Flintlastic GMS", adherad with hot roofing asphalt. SurfacIng:IKarnai: Chemical Corp.. "KarnaleNo. 97•Flbratod Aluminum •Asphalt Roof Co gaVeq,, • 9. Dock:•NC InclIno: 1/2 Insulation: Polylsocyanurato, glass fiber, porlito, wood flbor, mochanIcally fastonod or uo with hot roofing asphalt, any thIcknoss. • . Soso Shoot: Typo 02, mechanically fastened or adhorod with hot roofing asphalt. Mombrano: "FlIntlostIc STA", "GTA", "GTA •Blatk Diamond" or "GTA Whlto Diamond fusod In place.t).' • • • • 'LOOK FO'Fi: • A • • ! fl a hot A • i 000. ••••••; Ply inv u M0111 C. S t ( i ) : U 0 0 :c it) l i k L ;i .• • • • ; 15.. • P 1 y 10110( ':.'.f 0. Dock t n9', I hew .'"A.N .) :b Ply churl. .•., Mum Suitt �u Quesne & Associates, in Consulting Engineers Testing Laboratory e Afore Owner's Name: Era I--L- t So a) Permit #• 4 l Job Address 74( N E 9 5 ST., Ov 4 l Q M.1 -T � l iA a-1 t :. StioRiE) II Roofing Contractor �C. -Pk 06 Type of Tile h l 5 : S t - *06 T Approximate Roof Height: feet THIS R ITTE' OM-SITE COG'10ERITRATED MOM LOAD TLESTOI 1C OF ROOF TOLE Oa ACCORMICE e;8OTOTh (,I 0.©; inE BUOY VINO CODE COMPLOAROCE PROTOCI O. P.A JCc Ilk , .. • Du Quesne, P.E. CI�+� gineer P.E. 513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS: P = PASS, F = FAIL SKETCH OF ROOF IN BACK Date Installed: // -c 7 > � Roof Pitch 4 (Z l •Z UT !'r N Environmental e Civil o Structural Building Inspection Services Type of Access to Roof Scaffolds Ladder Other .• Approximate Square Footage of >Roof: 260 0 ft 2 Required Testing Force: 35 Ibs Testing Equipment: Chatillion DFIS 100 Date Tested �q° l Uplift Pull Test (P or F) S El) Test Location 2 3 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Uplift Pull Test (P or F) "F 44 v.i> Test Location 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 >..;:. 41 43 44 45 46 47 48 49 50 Test Location 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 69 70 71 72 73 74 75 Uplift Pull Test (P or F) IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 13041 KETCH OF ROOF JOB SHEET NO 74 a.5 e OF DATE CALCULATED BY CHECKED BY DATE SCALE L pre ImIner.momnpe L�:/■ ■■tE■ ■ ■tVAIMI ■ter ■M MI WYJNIMMEMMINIMMEMB cu■■ ■■■►■■ ■■■■■ ■■`�« �■�. n■ ERRED= �ri,�7a� ■■ wi/. ■ ■■ \r ■ \ � �■■■\■1�I r- �i�■<<a■::: 1111■■■■1 4 , 1 OMEN 4 EMI" 2 NOTES 1 6' 7 4 DuQuesne & Associates, Inc. Consulting Engineers Engineering, Testing & Environmental Services The PA 106 test reported in report No. 1 0 L4 I has been performed in full accordance to the requirements of Dade County, with no deviations. Laboratory Compliance Letter 7821 S.W. 24 Street, Suite #104, Miami, Florida 33155/Telephone (305) 264 -1425 Fax (305) 264 -1426