Loading...
746 NE 95 St (6)MIAMI SHORES VILLAGE Owner's Name and Address .' 4 P BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.. — /.02 ca _...._ „if) Cv — No -VC__. street._i Registered Architect and /or Engineer... , „,,,,, „ ,.... Name and address of licensed contractor.2 C /.. /,;rZ t f0 / E /[� 1 5 Location and legal description of lot to be built on: Lot Black Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) and who, being by me first duly sworn, upon oath deposes and says t of the above described construction, that he has carefully read the therein by him s Permit No Disapproved (Signed) t o z Z- Date ate.- ... - Building rr► cctor regoing d, Sworn to and Subscribed before me. and for no other purpose. New Building Remodeling Addition °---- Repairs No of Stories To be constructed of Kind of foundation Roof Covering./ N ce Tal a” Estimated Total cost of improvements $. - .......?.7D, Amount of Permit $. .. �1.- 1_ _._..____ 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 for inspection'on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. % 1 � G ��7 Remarks..._ (Signed).. Q STATE OF FLORIDA, COUNTY OF DADE. j SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Notary Public, State of Florida My Commission Expires to me well known, is the. pplication, and that he did sign the same, and that all facts PLAN'1NG BOARD DATE Chairman oo 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 11.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. � a e • Qualifier Carlos Arocho ignat Notary as to 0 er and/or Co My Commission Expires: • FEES: PERMIT APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4 - - Job Address 746 N.E. 95 Street Tax Folio Legal Deseripuon /Owner/Lessee / Tenant N14144 e5 Et! - YLOU HERNANDEZ .. MY COMMISSION # CC 324212 1 a: EXPIRES: October 10, 1997 np,,. Bonded Tru Notary Public UnderevrPoers RADON ' C.C.F. Building Mechanical Plumbing to Historically Designated: Yes Master Permit Notary as to Compactor or 0 My Commission Expires: NOTARY Electrical Engineering 3 7 7/3 - 'Owner's Address . 7 1 7' s 2 / ? ? 4 / 1 5 ' Phone _ �S 7 /JO `� • ContractingCoQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street SS1 (' 751-0382 State # RC fl fl S R f 2.7 Municipal # Competency tl _LZ8 $4 —_ Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL_IIOOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tincap 301t,.Ay ;_ felt -_ building code, mop on with hot steep asphalt one layer of 901b. ASTM felt and will install valley and eave metal and install tiles mortar set approve S n S t1r1/4.1 Y\-\ sue Tr' (.e., Flat roof to install modified bitumen roof. Square Ft. 22 sq _ Tile 14 sq _ Flat Estimated Cost (value) $10 , 000 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 F[.NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum Of applicable' I certify that all work will be performed to meet the standards of all laws regulating eonstniction in this jurisdiction. I understand that selru ;tie 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 he done in compliance laws regulating construction and zoning. Furthermore, I authorize the above -named contractor o d the work stated. �rl 7 . e of owner and/or Condo President Date Signature of Contractor or Owner- Eluilder will, all applicable Date kLam.. s__ 11: • I♦ Public Underwriters YLOU H ERNANDE MY COMMISSIO N # CC 324212 ae ? EXPIRES: October 10, 1997 „• Bonded Thru Notary TOTAL. DIII•: / 4,0 STATE rITF FLORIDA, COUNTY 0 = DAD 8 IICTsZ1917 CERTIFY fho: this is a fru C iza! Al od in this office on fho , A 0 i 7JVNESS.my h rid ond•Ofjicial'oaf. G' ytVE; R (41e. ERF, of 9it and counf 1. Legal description of property and street address: X 3. Owner(s) name and address:: Name and address: Amount of bond $ on N/A 6. Lender's name and address: N/A Notary Public Print Notary's Name 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 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. 2. Description of improvement: Install new tile roof. 5. Surety:(Payment bond required by owner from contractor, if any) 746 N.E. 95 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 96R20732 1 1996 MAY 14 10:38 Interest in property: nwne r /o7iAs C iJ % -'--e- J ,b2 Name and address of fee simple titleholder: N/A , /J k 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) S e nature of Owner. rint Owners Name •/4'w 5 0 Sworn to and subscribed before me this /5 of ('Ara , 199 t . HERNANDEZ ION t CC324212 997 Bofided Thru t,lotary Public Underwriters Prepared by: Carlos Arocho Quality Roofing Cnntrartnr Address: 251 N.W. 99th Street Miami, Florida 33150 Job Address: r] q (o 0,F. F. 9.5 Skeet Contractor: (9 R.00 n, l f, 11 Process No. Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following iriformation is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Type Size in I"Soffit: Type Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: r N (0 10,e 9s Srrce Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: "ASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: M" Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Underlavment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: g" Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 tin cap: Length: I t 1 " Manufacturer: ❑ Other: Type: Length: Manufacturer: O 19" overlap O 6" overlap {Y4" overlap O 19" overlap ❑ 6" overlap ❑ 4" overlap O 19" overlap ❑ 6" overlap WI" overlap Contractor: aIi Mortar or Adhesive Set Tile Systems Page - 3 Process No. Spacing (per tile system assembly Product Control Approval): Field: " o.c. Laps: g " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: s- C�I Ja v� � Dimensions: Gauge or Thickness: 2-to Finish: ere-Liar.: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: d Flashing Cement: Type: Manufacturer: �STWI h LI 5�(f Job Address: 91-(0 A) E 9 S S.freel Project Information (continued): If the proposed undcrlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri ank, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile M erial: Clay ❑ Concrete ❑ Other: Product Control Approval Number: 901 0ci . 0 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 no Contractor: 11 Mortar: Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses and is less than or equal to 7":12"): Check one of the following which fasteners (for the first three courses) system assembly: ❑ Minimum 12 ga. galvanized roofing nail: ❑ Other: ii N/A Length: Type: Length: if roof pitch exceeds 5 ":12" apply to the proposed tile f or use with the proposed tile Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is Icss. I tnd The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 9q t, 10.F. 95 S4 cef 1. General 123.01 -158 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: O New Construction a Re -Roof Noce: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page -1 a ka i. -/ �r�oT%%► Ca,airea i - Process No. Is the deck solid sheathed? (circle 'yes' or 'no') no Deck Type (check one of the following): O Nominal '/2" Plywood (for re -roof only) ❑ Nominal V Plywood lam' Wood Plank )j(, " ❑ Other (fill in) Roof Pitch (fill in): ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7W:12". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 / 8 " which is mechanically attached to the sheathing with not less than one nail per 2 fl Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and ocher literature no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: ) D i) • E, q Ridge Venting: 0 i / I: Dcck: Types X00 Thickness: 1 F 1p Underlayment: 3 STM 17 Underlaymen Fastener: Contractor: Roof Pitch 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 _ Process No. FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SIIOWN ON TFIIS PAGE. (Where Roofing Componcnt not uscd in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: " (minimum Y unfen otherwise specified in the fife system numbly Produce Control Approrof) Mortar /Adhesive: 1 -le r Tile: S/Ja.n . S k S C ce. Tt r� Tile Fastener: ctu�uu or Proposed Sotfi Venting: Scher, € d L Edge Metal or Gutter Fastener: 1 N ei(' As $l.,t,.e, lc_ Bird Stop: ((lopplicebfe) 111 Edge Metal pp or Gutter: 1:r0.10tvi -∎. LG1 a" X a` .2 to y4 . Job Address: IN 6, 1il - E q S S1r'cef Contractor: Ridge Height: Eave Height: Roof Mean Height a feet 10 feet 1 / feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposurc Category: C Classification Category: At I Iurricancc Occanlinc ?: Y ✓N Basic Wind Speed at Building Location. 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7-88) Ground Level BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 g o l: 1y goo ` `ma (°e,„ c . Process No. Job Address: 9 IV. E. 9 5 S� -rce. - t • Contractor: 0tia 12 6 k 6 - Process No. n �o 0 r i 0 Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable label "a" which represents perimeter and corner dimensions P cr Chapter 23 o e o Florida Buildin g Code. (See AS(.t i tact Sh e"jAttached) 10 BUILDING INFORMATION #2: Roof Plan with Perimeter and Co Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 ner Dimensions 37' Job Address: / t tp /3,F 9 s - 5 c + The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared e Ar^ ) o 5 Ao r kr, who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before 19g1y . My commission expires: MARYLOU HER .ANDEZ MY COMMISSION 4 CC 324212 EXPIRES: October 10, 1997 Public Underwriters 1 I. —2_14 ( icensed Contractor / Owner Signature Not Public State of Florida Contractor: Baca /, 7 )? A (' I Mortar or Adhesive Set Tile Systems Page -8 Process No. Altusa Tile Alfareria del Turbio, S.A. Barquisuneto, Venezuela Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay "Altusa S" Roofing Tiles 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 Engineering, Inc., and Testwell Craig Laboratories & Consultants, 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 a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product 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 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 such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 EXPIRES: FEB 1 4 1 997 APPROVED: PRODUCT CONTROL NOTICE OF ACCEPTANCE FEB 7 ? 1995 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - 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. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay 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. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa 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. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 1 Raul Rodriguez Product Control No.: Approval Date: Expiration Date: 94- 0914.01 FEB 2 2 1985 FEB 1 4 1991 Test Product Product pimensions Specifications Description Altusa'S' Clay Roof 1= 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with '''A" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies varying thickness ASTM C 1167 Raul Rodriuucz Product Control No.: 94- 0914.01 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS 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 Specifications ASTM D 226 type I1 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 3 Ratil Rodriguez Product Control No.: 94- 0914.01 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" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 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. Protect -O -Wrap, Inc. PCA #94- 0714.01 Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 W.R. Grace Co. PCA 1492-1116.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM ") Roof Tile Adhesive ( "Polypro© AH 160 ") Dimensions N/A min. 12 ga. with '/ head min. 32 ga. min. 1 / o.d. max. 2" o.d. vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2' /z" or inin. 10d x 33" min. #8 x 2V2" or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA 4 f• Raul Rodriguez Product Control No.: 94- 0914.01' Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. 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 Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. ' /Z" 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 II1 Product Control No.: 94- 0914,01 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. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edee Raul Rodriguez 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 Technologiies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Product Control No.: 94- 0914,01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Raul Rodrieuez 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 Sct) Withdrawal Resistance Testing of screw vs. sr:c :th shank nails Wind Driven Rain PA 100 Physical Propertie° ASTM C 1167 path Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " 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. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Roofing Tile: Product Control No.: 94 0914.01 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 or adhesive 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 4, attached. Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Tess than 3 / 8 " which is mechanically attached to the deck with not Tess than one 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 one nail per tile. 10 Ratil Rodriguez C. SYSTEM LIMITATIONS 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '4" which is mechanically attached to the deck with not Tess than one 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 one nail per tile. 6. 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 required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Product Control No.: 94 0914.01 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this 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. Raul Rodri,uez SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altusa 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. 11. 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. P. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul Rodriguez Product Control No.: 94- 0914.01 /2 ,71i-'(73 Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) from PA 102 and PA 102(A) Testing 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 Altusa '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) from PA 102 Testing 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 Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2' /z' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1' /e' and 1 / from the head of the tile. Raul Rodriguez Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing '..Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile X (ft Mortar Set j °. 24.50. Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2' /z' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1' /e' and 1 / from the head of the tile. Raul Rodriguez Table`1: Aerodynamic Multiplier - X (ft from PA 108 Testing Tile X (ft') X (ft Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2' /z' long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1' /e' and 1 / from the head of the tile. Raul Rodriguez PROFILE DRAWING ALTUSA 'S' TILE 14 Product Control No.: 94- 0914.01 Raul Rodriguez ME ®DACE /_u1 • • , ..•• N TI c;ce data test reports no older than ten (10) years, have been re- evaluated. This approval supersedes all previous approvals. Last Approval Number 94 0106.18 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEP SU T E METRO -D FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 Extensions o f A ptance may be considered after a new application has been filed and the supporting All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any An revision or change in the materials, use, or manufd for revis p od or product shall automatically be cause for termination, unless prior app roval is g ra An unsatisfactory performance of this product or process or a change in Code provisions shall be grounds 3. Y for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. the words Dade County, Florida, and followed by the 5. The Notice of Acceptance number preceded by onion of the Notice of Acceptance is expiration date may be displayed in advertising literature. If any p displayed, then it shall be done in its entirety. applicant b 6. Product approval drawings, where required for permit applications, shall be provided to the app 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 Division Supervisor Job Address: ()Ht., 9 57, Contractor 0,,,, h Process No. PERIMETER DETAIL #1: Parapet Wail Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL 112: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: ') y (. a:. h_ 95 ST. Contractor 13- 1 z c- Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: „4.(e Fastener Spacing: 4 o.c. Clip Type: wl Clip Gage: N10 1�1 Deck Type: (.4-9c o \fff Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: ' I-.i h , E. C1 S sr. ContractorQ,, ecot%`ti y Process No. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: A ST 0 t4 S8lo (Type and method oj attachment ) F l; n1-) 4 )- .- F !Z . u. d h cf d i o Sc k). k J , I ' 1-- U - Gn Gt %c Built -Up Applications and Modified Bitumen Systems Pagc -3 Job Address: . 91-1 I .F. 9s 5 T- Contractor Process No. 1 I _ inches T inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) r Surfacing: ( fa tply ca describe, l) ase Sheet: Bonding Material: (ifbase ,at bonded) Fastener: 0 ,10k, (if top insulatioy mech. attached) Fastener: 101 Pt ((finndanon mech. ottoched) (if applicabTl) Top Ply: F11A "`c.„ -s Bonding Material: '- Ply Sheet(s): 131 ) Bonding Material: t3 1 l' 1 Of Top Insulation Layer: 10 A (Uapphcabl) Bonding Material: 13113 (if top uvulanon layer bonded ) Insulation: 011c1 Bonding Material: 14 Of insulation bonded) / - Vapor Retarder. 10 1°I (U applicable ) Primer. 1 pr DECK: Type: WOO Fastener: 1 IN } / � � t Se r (((bate- sheetmec attac e w ) • i.t :n e Gage or Thickness: 1 ' CD Density. if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 Job Address: 'Nip 10.F. 9s sr. GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 12a01.166 9194 Base S:heet: Fasteners: Contractor1Qval: +Y Roof % ,, j Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Ply Sheet(s): Cap Sheet: Asphalt: rla MnJ.'j-c / Cs cZoe , 95 : osox .04 r t 2_ -3 (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and List the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Job Address: �O N , E 95 Contractor � y j.�, Process No. ( Check* one of the following ) Recover If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: Re-roof: V New Construction All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: II Deck: w p Oc (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) ae) ti 1 Pr X (v N (-k4_ �.n Cc(p L 1 )_" 0 .C. "'•e-t- ae3... rot.. \cads d� 6 Qt. C_orners S Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 e Job Address: r iyto iU.F_ 9S s7 Contractor Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions,thicke:ses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #5: 'Other' Detail Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eitisit. Insert leaders indicating Roofing Component names, dimensions, thickexses, etc. Include fastener type and spacing used for wood - blocking attachment 1• c1- T asha cea."®e c PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 1 Job Address: 7t/( 0,E 95 S T . Contractor 6L A(; -y Rol" Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A" ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y t/N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL pJ fl feet O feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: v--it, F. 9s ST Contractor 01.,41 f-1 2 r '1) ;k, `-1 Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) 4? t - Built -Up Applications and Modified Bitumen Systems Pagc -9 Process No. BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Address: Contractor Process No. Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — Built -Up Applications and Modified Bitumen Systems Page -10 Y N Y N Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 ACCEPTANCE NO.: 95- 0S02.04Revises No.: 94- 0531.04) Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor APPROVED: 06/13/95 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 372 -6339 Your application for Product .Approval of GS Roofing Modified Bitumen Roof Systems 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 Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, 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 a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product 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 Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. j/I PRODUCT NO. : - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has bccn reviewed by the Metropolitan Dadc County Building Codc Compliance Department and approved by the Building Code Committee to be u.. d in Dadc Cot Florida under the conditions set forth above. - '(Y-' Charles Danger, P.E.. Director Building Code Compliance Department Metropolitan Dade County I . Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. NQTICE OF ACCEPTANCE: STANDARD CONDITIONS All reports of re- testing 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 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. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Membrane Roofing System Sub - Category; Built -up Roofing Tvpe: Modified Bitumen Sub -Tvpe: SBS/APP PRODUCT CONTROL. NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 95- 0502.04 Approval Date: JUN 1 3 Expiration Date: 09/12/97 GS Roofing Products Company, Inc. manfuactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions. refer to the fbIlowing publications: "Commercial Roof System Specification Maiiusl" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance . with all provisions of the South Florida Building Code as well as Underwriters Laboratories. Inc.. and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides.technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 300 - 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744-7451 Raul Rodriguez P rod tic( All Weather /Empire Base Sheet Flex- l- GlasTM Base Sheet Flex- I- GIasTM FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA Flintlastic GTS Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39'/," x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; RoI l weight: 40/55 lbs. (5 squares) 39 "x 33 ;Roll weight: 90 lbs. (1 square) 39 3 4" x 33' 3"; Roll weight: 105 lbs. (I square) 39'/, x 24 Roll weight: 92 lbs. (Y4 square) Flintlastic GMS /GMS 39'/," x 34' 2 "; Premium Roll weight: 100 /105 lbs. (1 square) Flintlastic FR/FR -P Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 39 '/," x 34' 2"; Roll weight: 105 lbs. (I square) Product Control No.: 95- 0502.04 Test Product Specification Description ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Typc G2 Modificd Bitumen, coated fiberglass base sheet. UL Type G2 Modificd Bitumen, coated fiberglass base sheet. ASTM D 2178 Type IV or VI UL TypeGI ASTM D 5147 Fiberglass, asphalt impregnated ply sheet. Smooth surfaccd, APP Modified • Bitumen membranc with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for Loch application. ASTM D 5147 Granule surfaced. SBS Modificd • • Bitumen mcthbranc with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaccd SBS Modified Bitumen membrane with non -woven polycstcr mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaccd SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. 3 Raul Rodriguez Product Flintlastic FR Cap Dimensions 39'/ x 34' 2 "; Roll weight: 90 lbs. (1 square) GlasBaseT`► Base Sheet 36" x 108'; Roll weight: 69 lbs. (3 squares) Poly SMS Base Sheet 39'/," x 64' 4 "; Roll weight: 90 lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll Surfaced Cap Sheet weight: 90 lbs. (1 square) Stormshield 36" x 75'; Roll weight 76 lbs. (2 squares) Test Specificatiori Product Control No.: 95 0502.04 Product Descriptior1 ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 UL Type G2 ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 UL Type 30 PA 103s 4 Raul Rodriguez / 4-1j Asphalt coated, fiberglass base sheet. Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Product Hy Therm Pyrox APOC 212 Sunbright 400 various MBA ACFoam 11 various Celcore Anchorbond to Fastener A nchorbond LCW 1ightweight Concrete fasteners High Density various Fiberboard Dekfast Fasteners K14 Dckfast I -Icx Plate 2 7/8" x 3 1/4" Product Control No.: 95- 0502.04 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions ,Specification Description Manufacturer various PA 110 Polyisocyanuratc foam PA 110 PA 121 PA 121 ASTM 3019 Type 111 PA 110 PA 114 PA 114 PA 100 Dckfast Lock Plate 3" x 3 1/4" PA 114 5 insulation Polyisocyanurate foam insulation Aluminum roof coating. Roof coating Asphalt based cold applied adhesive. Polyisocyanurate foam insulation Insulation fastener and metal or plastic plate Base ply fastening systems for Lightweight concrete decks Wood fiber insulation Polypropylene locking plate. Raul Rodriguez Apachc Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products PA 110 Cellular insulating concrete Celcore, Inc. system Cclotex Corp. • Cclotex Corp. Cclotex Corp. PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Ind. PA 114 Galvalumc hex stress plate. Construction Fasteners Inc. Construction Fasteners Inc. P Dekfast Fasteners # Dekfast Fasteners #I2 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Typc'A' Nail -Titc Type 'R' GA FTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer High Density Wood various PA 110 Fiberboard Test Product Dimensions Specification Description PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114 various PA 114 PA 121 6 Insulation fasteners for concrete decks Insulation fastcncr for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastcncr for Iightvcight concrete decks Base sheet fastening, system. Asphalt emulsion 1, 5, 55 ASTM D 3019 Fibcred asphaltic general Gardner gallons Type III purpose lap and ply cement. ASTM D 312 Type 111 or IV hot asphalt bitumen adhesive ASTM D 41 Asphalt Primer Wood fiber insulation board Raul Rodriguez. Product Control No.: 95- 0502.04 1 lanttt ;acturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizell Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner generic generic generic Product Control No.: 95- 0502.04 Test Product Product Dimensions Specification Description manufacturer Perlite Insulation various PA 110 Perlite insulation board generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Tin Caps al MB aluminum roof coating Karnak SI AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak - Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Brush D 3409 SBS modified bitumen Grade) systems. Karnak SI AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type I11, ASTM adhesive for application of Adhesive (Trowel D 3409 SBS modified bitumen • Grade) systems. • • Karnak 97 AF PA 121 Roof coating Karnak Karnak 97 PA 121 Roof coating Karnak Monscy MBA Gold 1, 5, 55 ASTM D 3019 Fibratcd, rubberized cement Monscy Products Membrane gallons type 111 for bonding modified Co. Adhesive bitumen membranes. Pro�gradc Fibcred Aluminum E NERG'Y PSI -25 various PA 110 E'N RG'Y -1 Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Min. 32 ga. x 1 v , " Corrosion resistant circular generic discs. PA 121 Aluminum roof coating Grandy Industries PA 121 Fibratcd aluminum roof Monscy Products coating. Co. Polyisocyanuratc foam NRG Barriers, Inc. insulation various . PA 110 Polyisocyanuratc foam NRG Barriers, Inc. insulation 7 Raul Rodrigucr. /2) / 7/-tj / dC) Product E'NRG'Y -2 Plus various E'NRG'Y -2 various N.T.Q. Magnum N.T.B. Spin Weld Plate N.T.B. Plastic Plate 3" round PA 114 •N.T.B. Plate PA 114 Olympic Fastener PA 114 • #12 Olympic Fastener #14 Olympic CR Base Felt Fastcncr and Base Sheet Disc Olympic Fastcncr PA 114 Test Product Dimensions Specification Description 2" round PA 110 Polyisocyanuratc foam NRG Barriers, Inc. insulation PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation PA 114 Glass reinforced nylon fastener for use in gypsum and cententitious wood fiber decks. PA 114 2" round amorphorus nylon Olympic locking plate for use with Manufacturing N.T.B. fasteners with 1" Group, Inc. head PA 114 PA 114 8 '3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalumc AZ55 plate for use with N.T.I3. fasteners Insulation fastcncr Insulation fastcncr Insulation fastcncr assembly for Base Sheet fastening only Insulation fastcncr Raul Rodriguez Product Control No.: 95- 0502.04 Manulacttjrer Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manu factoring Group, Inc. Olympic Manu factoring Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic Manufacturing Group, Inc. Product Olympic Polypropylene Test Product Dimensions S pecification Description 3.25" round PA 114 Polypropylene plastic plate Olympic Standard 3" round PA 114 Fiberglas various PA 110 Paroc Cap Board various PA 110 UltraGard Gold Rawl 2" Plate Rawl 3" Plate l.awlitc Rawlite 3" Plate Aluma- l3ritc No. 120 various PA 110 2" round PA 114 3" round PA 114 PA114• 3" round PA 114 PA 121 9 3" round galvalumc AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalumc AZ55 membrane plate 3" round galvalumc AZ55 steel plate Insulation fastener for ccmcntitious and gypsum decks 3" round galvalumc AZ55 steel plate for use with Rawlitc fasteners 2100 - Modified 1, 5, 55 ASTM D 3019 Rubberized all - weather All Weather gallons, also (Type 111) and flashing cement. trowel Flashing Cement available in D 3409 grade, modified adhesive. 10.5 ounce caulking tubes. Fibrated aluminum roof coating. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. . The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -60 psf Concrete - 135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0502.04 Note: Fire classifications andl maximum design pressures do not reference all assemblies over deck types. Review system (listings for design pressures and the Underwriters Laborttorics Roofing Materials Dircctory or other approved testing agency listing directory for Firc Classifications. - - Raul Rodriguez Test Aaencv /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current insulation Fastening Requirements Fire Classification Compliance ASTM D 5 147 ASTM D 5147 Test Reports I0 Report 28013 FMRC 1994 RI 190 97457 -4 97- 457 -2R Raul Rodriguez_ Product Control No.: 95- 0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 1')/02/87 , Membrane Tvpc: S CIS Deck Type 1: Wood, Non - insulated Deck Description: "/," or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: PIy Sheet: Membrane: Onc or more plies of GS Glas Base, GS Flex -I Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened %vith approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic PIy 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 of 20 -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 range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the bast sheet. Surfacing: (Optional) Install one of the following: 1. 400 IbJsq. gravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibratcd Aluminum at an application rate of I '/- gal. /sq. Maximum Design Pressure: -45 psf. Maximum Fire Classification: Class 'A'; see General Limitation „2. Maximum Slope: I:12; sc:c General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3. FRBC 2 -3 35 Raul Rodriguez Product Control No.: 95- 0502.04 • 3C. 3( 3( 3( /E • . SPEC. NO. FR-2-3- For use over nailable decks... lit;v4 e ' JON* e're. 00 %At ti)14, ItiLV Membrane: One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. • Summary of Materials: Per 100 Square Feet • GLASBASE Base Sheet (1 ply) •. . 23 lbs. • Type 111 Asphalt Solid Mopping . . 25 lbs. FLINTLASTIC FR roll roofing (1 ply) 100 lbs. Approximate Total Finished Weight 148 lbs. without optional surfacin 266 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Arternbrano. Flintlastic STA " GTA' GTA Block fused diamond' or 'GfA White Diamo d Surfacing: Gra'rel Deck: C. 15/32 Incline: I/4 Base Sheet: Type G2. mt.tchantcally fastener). Membrane: Flintlastic STS "GTA" '"GTA Black fused Surfacing: Gravel Deck: C-15/3 ?' All joints blocked with 2,4's Base Sheet: Tyoe G2. nailed. Membrane: Flintlastic GMS ". `GMS Premium" or "GMS Black Diamond - . adhered with hot roofing asphalt. Surfacing: Gravel. 5 Deck: C -15/32 Incline: 1/2 Insulation: Celotex - Hy -Tec ". 2 in. min. joints in insulation must be offset 6 in. from joints in deck. mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS "GMS Premium" or "GMS Black Diamond adhered with roofing asphalt. hot Surfacing: Gravel. 6 Deck: C •15/32 Incline: 1/2 Insulation: Celotex "Hy-Tec ". 2 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheer. Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: -- Flintlastic STA . ', "GTA -- GTA Black Diamond -- or "GTA APP White Diamond"' heat fused. Surfacing: Gravel. Class A - Fully Adhered Deck: NC Incline: 1 Vapor Retarder. (Optional) Type G2 - Glasbase - base sheet or UL Classified vapor retarder, Insulation: (Optional) One or more layers or combination of the following: Ultragard Premier, polYisocyanurate. perlite, glass fiber or wood fiber insulation, Base Sheet One layer of Type G2 -- Glasbase' base sheet Membrane: One layer of "Flintlastic GTA ( -3/4 sq or - so). GTS - (modified bitumen), haw fused or - Flintlastic GMS" hot mopped. Surfacing: APOC - 'No- 212 Fibrated Aluminum at 1.1/2 gal. 100 sq/ft 2. Deck: NC Incline: 3/4 Vapor Retarder: (Optional) Type G2 "Glasbase -- base sheet or UL Classified vapor retarder. Insulation: (Optional) One or more layers or combination of the following: Ultragard Premier, polyisocyanurate. perlite, glass fiber or wood fiber insulation. Base Sheet: One layer of Type G2 "Glasbase° base sheet Membrane: One layer of - Flintlastic STA (modified bitumen), heat fused. Surfacing: Karnak 97 Fibrated Aluminum', at 1 -1/2 gal. pet 100 sq/IL Dock: C-15/32 'J Incline: 1/2 Insulation -, (Optional) Manyijla "Ultra. Gard Premier", polyisocyanurate, wood fiberboard, pees liter fiberglass. isocyanura(6 any thickness. y Base Sheet One or more plies of 'Glasbase , hot mopped or mechanically fastened. Membrane: One ply of "Flintlastic FR' (modified bitumen);-hot mopped in place: 4. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically las tined, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped- , Membrane: ':Flintlastic GTA or STA heat fused. Surfacing: Henry Co. "Henry 520 Aluminum', applied at 1.1/2 gal/sq. 5. Deck: NC Incline: 1/4 Insulation: (Optional) Glass fiber, partite or wood fiber board. Ply Sheet type 132, mechanically fastened. Membrane: -- Flintlastic STA - GTA', 'GTA Black Diamond" or "GTA White Diamond", heat• fused. Surfacing: Karnak Chemical Corp, "Karnak No. 97', 1 gaVsq- 6. Deck NC Incline 1 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot rooting asphalt any thickness. Base Sheet Type 62, mechanically fastened or adhered with hot roofing asphalt. Membrane: - 'Flintlastic GMS - , "GMS Black Diamond" or GMS Premium". adhered with het roofing asphalt. Surfacing: Karnak Chemical Corp. - 'Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating 2-1/2 gal /sq. 7. Deck: C- 15/32' Incline: 1 •Al1 joints blocked with 2x4's. Insulation: Glass fiber, perlite, 3/4 in. min, joints in insulation must be onset 6 in. fr joints in deck, mechanically fastened. Base Sheet: Type 62, mechanically Istened or adhered with hot roofing asphalt. Membrane: 'Flintlastic GMS - - . adhered with hot rooting asphalt. Surfacing: Karnak Chemical Corp. - Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating • 2.1/2 gal /sq. 8 Deck: NC Incline: 1/2 Insulation_ Polyisocyanurate, glass fiber, perlite. wood fiber, mechanically fastened or ad Diamond" or Incline: 1 GIA Write Diamo 55( with hot roofing asphalt. any thickness. Elase Shoot: Type G2, mechanically fastened or adhered with hot rOofing asphalt. Membrane: - FlintlastiC STA", "GTA "GTA Mack Diamond" or — GTA White Diamond". he ROOF COVERING MATERIALS (TEVT) 267 ROOFING SYSTEMS (TGFU) — Continued Surfacing: Karnak Chemical Corp Karnak No 97 Flbra:etl Aluminum Asonall cool Coating ". 3 Deck: gal /SQ. NC Incline: 1 Insulation: (Optional) Perhtu, glass fiber. polyurethane. isOCyanurate. pr) enolic co O O r na .. M Flinuasoc STA-. tion ;so cyanurate /Perhte. polyurethane /perlite Or wood liber, any thickne55. "Flinttasbc G TA White Diamond'. GTA. GTA Black Diamond ". --GMS`. "GMS -5M'. "GMS Double Coverage" or "GMS Premium heat fused or not mopped in place. Surfacing: Grundy Industries. Inc. al MB Aluminum Rool Coating' at 1 2 gal /so Incline: 1/4 10- Dock: C - 15/32 Insulation: IOptionat) Any thickness polyisocyanurate, glass fiber or perlite, mechanically fas- tened, joints in insulation must be onset 6 in. from joints in deck. Base Sheet: Type G2 base /ply sheet. mechanically fastened or hot mopped. ply Sheet: Type G2 base /ply sheet. mechanically fastened or hot mopped. Membrane: "Flintlastic STA 'GTA White Diamond - or "GTA Black Diamond". Surfacing: Grundy's ' MB Aluminum Roof Coating" and to 2 al /sci 1 it Insulatio NC n: (Optional) Polyisocyanurate, glass fiber. perlite. wood fiber. any combination. any thickness, mechanically fastened. Base Sheet: Type G2. -- Flex- i -glas" or -- Flintlastic FR Base - . mechanically fastened or adhered with hot roofing asphalt. Membrane: - Flintlastic FR-P ". ""Flintlastic Premium FR -P -- Flintlastic-FR/G or - 'Flintlastic FR Cap - . adhered with hot tooling asphalt. Incline: 1/2 1t Deck: C- 15/32' •A11 joints in deck blocked with 2x4's. Insulation: (Optional) Polyisocyanurate. glass fiber, perlite, any combination, any thickness. mechanically fastened. Base Sheet: Type 6-2, mechanically fastened or adhered with hot roofing asphalt. Membrane: '"Flintlastic FR-P". - Flintlastic Premium FR •P' or "Flinilastic•FR/G - . adhered with hot roofing asphalt. 13. Deck: NC Incline: 1/2 Insulation: (Optional)EPS. any thickness. covered with 1/2 in. min perlite or wood fiber. me- chanically fastened. Base Sheet Type 62, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic FR-P". "Flintlastic Premium FR -P" or "Flintlastic- FR/G', adhered with hot rooting asphalt. It. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate. glass fiber, perlite. wood fiber, any combination. any thickness, mechanically Iastened. Base Sheet Type G2 or - Flex- i- glas adhered with hot roofing asphalt. Ply Sheet "GS Polybase - . adhered with hot roofing asphalt Membrane: "CMS ", adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. ' No. 97 Fibrated Aluminum Asphalt Rool Coating", at 2-1/2 gal/sq. 15. Deck: NC Incline: 1/4 Insulation: (Optional) Polyisocyanurate, glass fiber, perlite. wood fiber, any combination, any thicknessphalt. , mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2 or "Flex -i-glai . mechanically fastened or adhered with hot rooting as- Py Sheet ( Optional) Type G2 or 'Flex -tglas , mechanically fastened or adhered with hot roof- • ing asphalt Membrane: "Flintlastic GMS", "GMS Premium', "GMS Black Diamond" or - GMS White Dia- mond". adhered with hot roofing asphalt Surfacing: Asphalt Products Oil Corp. "APOC -400 Sunbrite", 3 gat/sq. 15. Deck: C -15/32 Incline: 1/4 Insulation: phalt Glass fiber, perlite, 1 in, min, joints in insulation must be offset 8 in. Km joints in deck, mechanmechanically ` + fastened. --- hoo Typ n2 nr - 'Flex- i-alai . mechanically fastened or adhered with hot roofing as- Ply g asphalt Shoot (Optional) Type G2 or - Flex- i- glas mechanically fastened or adhered with hot roof- in Membrane: "Flintlastic GMS "GMS Premium', "GMS SBS Black Diamond" or "GMS SBS White Diamond', adhered with hot roofing asphalt Surfacing: Asphalt Products Oil Corp, "APOC-400 Sunbrite , 3 gaVsa. 11, Deck NC Incline: 1/2 Insulation: (Optional) Peiyisocyanurate perlite, glass fiber or wood fiber, any thickness, me- chanically fastened or hot mopped in place. - mopped Base Sheein t place. One or more layers of Type G2 or 'Flex- Fglas', mechanically fastened or hot Ply Sheet (Optional) One or more layer or Tykes 61, G2 or '"Flex- .- glas ", mechanically Ias- tened or hot mopped in place. Membrane: ' GTA - . - GTA Black Diamond ", "GTA White Diamond" or "STA". heat fused. Surfacing: Karnak Chemical Co.' - No. 97 - - . applied at 1 -1/2 gal /sq. 18, Deck: NC Incline: 1/4 Insulation: (Optional) Perlite. glass fiber, mechanically fastened or hot cropped in place. 2 in. max thickness. Base Sheet: One or more layers of Type G2 - Ftex- i- glas' mechanically fastened or hot • mopped in place. Ply Sheet: (Optional) One Or more layers of Types G 1, G2. - Flex- i -glas - or "GS Polybase' - . me- chanically fastened or hot mopped in place. Membrane: "GTA ",'GTA Black Diamond - .' White Diamond' or "STA ". heat fused. Surlacurg: APDC No. 21? Aluminum Coaling. applied al 1.1/2 gal /sn. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date ELECTRICAL ❑ PLUMBING ❑ PERMIT. N 8224 ROOFING p Owner of Building Architect Contractor or Builder Legal Description Address of Building • x•4 Lot Sign/ doe-1_ _ CONTRACTOR or BUILDER Work to be performed under this Permit Bl. In consideration of the issuance to me of this permit I agree pertaining thereto and in strict conformity with the plans, drawings In accepting this permit I assume responsibility for all work done BY Contractor's License No. 1 Subdi- vision Sq. Ft. Value of 11 Amount of Project $ '" I I Permit $ AUTHORITY 0 '2 i k "' a 19 k's This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby wh ther shown on the plans o drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants or empl ees. i'r) 1 1 • SPECTOR BY perform the work covered hereunder in compliance with all ordinances and regulations tements or specifications l ea b mitted to the proper authorities of Miami Shores Village. eithe myself, myfient, rvant or employee. BUILDING ELECTRICAL PLUMBING ROOFING Lot ❑ MIAMI SHORES VILLAGE, FLORIDA DATE o PERMIT 1 T 1� �T 9 7522 Contractor's License No. Owner of Building Architect Contractor or Builder Legal Description Address of Building CONTRACTOR OR BUILDER Work to be performed under this Permit _ - P Cat t Subdi- vision B1 7 Le > L - �1 �. r .? Value of f Amount of 0.--, Project $ 1 Permit $ 5 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 19 Signed•, �V +4 I � + ;�,.'I . { i.-- . INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in co fiance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the prop authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. i . BY AUTHORITY 4i BO I done and *5.,. ou /ILL fill ., .. i .. .». — ......_...._._ ._.._.,.......and for no of New Building Rernodcling Addition Repairs ............... _....... No of Stories...... To be constructed of Kind of foundation, Roof using n , 30. Sq ,Estitnated Total cost of improve ►ents $.. t"°•" _ a Amount of Permit >�...�......._,.... Zone - cubage required ...__._„..Plan Cubage __ ___, 1 Distance to next nearest buildi g „..__ ._ Size of Building Lot ...••• • _ „ ,. Maximum live load to be borne by each floor The undersigned applicant f of „,taboo” under the Florida Wor rr,d has complied with the tuvi in the work to be performed um or notices as are required by the permit,' as are licensed by \liarn Itetnatks.. _.�. ........ I hereby submit all the plan and specifications for said building. All notices with reference to the building and its construction may be sent to.._....... . ►p{roved .» ... r ells building pennit does hereby certify that he understands and accepts his obligations an an emi ,i,,,•, r iuei's Compensation Act, being Section 5966, Compiled General Laws of Florida, Per ant•nt SnprIcim nt, s tone tbcrPot, and will require similar compliance from all contractors or sub - contractors cm i>ed by lion) el' this permit; and will post or cause to be posted for inspection on the site of t k s- ' `uhhc +,otuc Act. The undersigned agrees to employ only such subeontr ors, on 'work 4'r'n ed under this Shores Village.,, NINC ._DATE M ember __.»_........._....�. Member... ...._ ........................ , ....• . » M ember .....�«.,.- ...« . ;.... „ ....., Date Disapproved B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE 87. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER EFFEC11VEIREVISED DATE (Zone AO, use depth of flooding) 0093 J 7/21/1995 321994 X N/A BUILDING OWNER'S NAME PATRICK LEE AND LESLY CASTELLANOS BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 560 N.E. 95 STREET CITY MIAMI SHORES PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#t/###) B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120635 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrie Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (Wth BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No o a) Top of bottom floor (induding basement or endosure) 1128 ft.(m) o -b)- Top of next higher floor O ft,(m) o c) Bottom of lowest horizontal structure member (V zones only) _. _ft.(m) o d) Attadied garage (top of slab) 0 ft.(m) o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 0 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 8.83 ft.(m) o g) Highest adjacent (finished) grade (HAG) 9.13 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by laww to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME MIGUEL ESPINOSA UCENSE NUMBER 5101 TITLE PROFESSIONAL SURVEYOR 8. MAPPER FEMA Form 81 -31, January 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHfTECT CERTIFICATION CITY MIAMI O.M.B. No. 3067 -0077 Expires December 31, 200; ZIP CODE 33138 For Insurance Company Use: Policy Number Company NAIC Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. B2. COUNTY NAME Miami-Dade B3. STATE FL COMPANY NAME MIGUEL ESPINOSA LAND SURVEYING, INC. DATE Aug 30, 2001 TELEPHONE 305-740-3319 STATE OF FLORIDA P.S.M. NO. #5101 STATE FL ZIP CODE 33155 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CRY Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El . Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. lino diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(c m) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local Iaw to certify elevation information: (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO. G3. ❑ The blowing information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION G - COMMUNITY INFORMATION (OPTIONAL) G5. DATE PERMIT ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (induding basement) of the building is: —. _ft(m) Datum: G9. BFE or in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum: LOCAL OFFICIAL'S NAME TIRE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS STATE ZIP CODE DATE TELEPHONE For Insurance Company Use Policy Number Company NAIC Number ❑ Check here if attachments ❑ Check here if attachments G6. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED ❑ Check here if attachments FEMA Form 81 -31, January 2003 REPLACES ALL PREVIOUS EDITIONS