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ROOFING
,PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date h-r � /� Y Job Address f � / 1 - 5 ( / Tax Folio Legal Description pp / Lessee / Tenant Pi. �� I cJC✓ �✓ -el Master Permit # Owner's Address /1 I f i / 111- V t T 2 - fr Phone ? ,0_ ?.04( Contracting Co. \5/N4/ tv • 64,4 £ v Address 0 /Z70 CJ ' f �J/ Qualifier LJ L n) Lev . 41AJ) ss# Phone V' G L ‘ '1 State # l Municipal # /3cni Competency # Ins.Co. Q /Nct2 ex, e, Architect/Engineer Addres Bonding Company ns Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK D CRIPTION At 0I Or ii'wu) Square Ft. ) S`f Si ture of owner and /or Condo President Date: Not 1 y as •; Qwner 'aind /dr .Condo' President My Commission Expires:' 67Ale ev= LAAP'e Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the wor stated. Signatur Date: ■ or Owner- Builder 4/64 Notary as to Co 'Factor. w Owner-Builder My Commission :or; s / , _qO COQ ?.Mi 3!0S 0i. i. R. _ � FEES : PERMIT 60' � RADON C . C . F . �' t7 v NOTARY' T TOTAL DUE APPROVED: Mechanical Fire Other Zoning Buildiggl� �,�X �?f' � trical Plumbing EngineerinK A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: 98R308569 1998 JUN 25 15:32 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. 1. Legal description of property and street address: /I'-( f 7/ /v 44. 2. Description of improvement: 4,- u „,r � ' #47 Q 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: W, BARON 4. Contractor's name and address: ROOF I NG CONTRACTOR 2270 W. 78th ST. NIAL6AH FL 33016 5. Surety:(Payment bond required by owner from contractor, if an. C. N 0. 13 3 69 Name and address: Amount of bond $ 6. Lender's name and address: 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, ( j )-' 1 #) 'VV . B ARON Name and address: ROOFING CONTRACTOR e 2 70 W. 78th ST. HIAI_FeI& Fl :" 8. In addition to himself, Owner designates the following person( ' a copy oflhe Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) )(LAA,L,2A C (,nature 01 Owner Print Owners Name ',.y) Sworn to and subscribed before me this ___ day of rtsdC , 19 r • Notary Public Uki Print Notary's Name • Ids b'1 r' 1fi.9 rf rY (r M. CIE an f NOTICE OF COMMENCEMENT fit r_fi. AJ 1 V.W7,VESS -- and 044%cios$oo:. My Commission Expires: TATS OF FLORIDA, COUNT OF DADE i Ox22:Fovi cerau v ghat) Il1is is a Orno co ail 4410 f c rdincl MA la Mb o4Hco ors -2. (Av1 e p• EN D9 RCOunOY COOPO3 kn J4'l ro Prepared - R001 - ING CONTRACTO HIALEAH, FL 33016 C.C. No. 13369 123.01 -52 2/9 123.01 -78 9/98 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ylort Contractor's Name: •-)I4J /66 Job Address: ❑ (Low Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof / Re ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft2) 753 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A V Ft. A V Deck type: 6 1/ el AD, ATTACHMENT Fastener Type: /7--t /e'f PI /h SPACING Field: Perimeter: b Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 1/ ROOF PLAN Page -1 . 4 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rld e Ven lation? MEAN HEIGHT Deck type: `0 z Underlayinent: G t LA Insulation: 3 /t &5T? 12" ROOF SLOPE DE T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: /c7: y 7 6 -9/ 7,4 /y=-v4,27 oIC 14e 644 VI ATTACHMENTS REQUIRED 1) Fire Directory Listing Page /' 2) Dade County Product Control Notice of Acceptance -Cover Sheet V a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings V3) Municipal Permit Application V 4) Other Component Approvals `� t9. 9-7 (Pmaxl :71 1 3 X A, (Aerodynamic Multiplier ° ) - (Pmax2:I /✓I 3x a (Aerodynamic I ultiplier): 4 / ) - (Pmax3: 1/ 2 3 x ? (Aerodynamic Multiplier): 3 1a/ ) TILE CALCULATIONS M C .t( = M /iJPCA: ,9Ca (01 M :6.6/ = M . JJ PCA: F6. f - M 6 = M »fl PCA: FG -G/ Page -2 METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Gem Roof Tile, Inc. 11501 Northwest 117th Way Medley, FL 33178 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: Metro Gem Roof Tile, Nail -On, Mortar Set, or Adhesive Set "The Wave" Concrete Roofing Tile 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 conditions set forth on pages 2 through 14 and the standard conditions set forth on page 15. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building 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 amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves 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. Acceptance No.: 97- 1124.04 Renews No. 95- 0406.04 Product aul Rodrlg z Expires:01 /13/01 P 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. Approved: 01/13/98 Internet mail address: postmaster@buildingcodeonline.com 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage:. http : / /www.buildingcodeonline.com METRO GEf'L ROOF TILE INC. Wave Tile Product Trim Pieces TRADE NAVIES OF PRODUCTS MANUFACTURED OR r • ar ' LABELED BY APPLICANT Test Product Dimensions Specifications Description 1— 16 PA 112 Low profile, interlocking, extruded w = 13" concrete roof tilt equipped with two 1 /," thick nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. I = varies w = varies varying thickness PA 112 2 ACCEPTANCE NO.: 97- 1124.04 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. u oaga Roofing Product Control Examiner METRO GEiNL ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 #30 Felt Product #43 Coated Base Shcct Mineral Surface Cap Shcct Lcnzingtcx -ZB 140 Underlaymcnt Rainproof II Icc and Water Shield Mopping Asphalt Flashing Ccmcnt TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS N/A Dimensions 59" x 164' roll 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A N/A N/A Test Specificat ions ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 typc 111 or IV ASTM D 4586 3 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply undcrlaymcnt. Mineral surfaced asphalt roll rooting for use as a top ply in a double ply undcrlaymcnt system. Single ply, nail -on undcrlaymcnt. Singlc ply, nail -on undcrlaymcnt with 2" sclf - adheri top edge. Sclf - adhering undcrlaymcnt for use as a top ply in a two ply undcrlaymcnt system with Approved #30 or #43 as the basc laycr. Asphalt for bonding a mineral surface cap to a mech. attached basc sheet in a double ply undcrlaymcnt system. Cut back, asphalt based. asbestos free. tibcr reinforced, trowel grade cement for repair and Clashing applications. Manufacturer generic generic generic Lcnzing Performance, Inc. with currcnt PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic uloaga Roofing Product Control Examiner METRO GEM, ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws .Test Product Dimensions ../ Specifications Description N/A ASTM D 41 Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. min. 12 ga. with '/ head min. 32 ga. min. 1 / o.d. max. 2" o.d. horizontal min. 1" x 4" for usc with vertical battens or min. I" x 2" for usc alone min. 8d x 21/2" or min. I0d x 3" #8 x 21/2" long 0.335" head dia. 0.131" shank dia. 0.175" scrcw thread diameter PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, cicctro or mechanically galv. roofing nails for use in undcrlayment attachment. Corrosion resistant circular disc for usc in undcrlaymcnt attachment Manufacturer generic generic generic vertical Wood Preservers Salt pressure treated generic min. I" x 4" Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E Corrosion resistant, screw or smooth shank nails. Corrosion resistant. coated, square drive, galvanized, coarse thread wood screws generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TilcTitcT`i ") designed for mortar Company. Inc. P� Y• sct roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prcparcd mortar mix Quikrctc Construction ( "Quikrctc® Roof designed for mortar Products Tile Mortar ") sct roof tile with current PCA applications. 4 rank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 Product Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhcsivc (PolyproO AH 160) Hurricane Clip & Fastcncrs Valley Flashing Drip Edge Dit,,t N/A N/A Clips min. 'h" width min. 0.060" thick Clip Fasteners min. 8d x 11/2" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 PA 110 PA 114 Appendix E ASTM A 525 PA I 11 5 Product Description Prepared mortar mix designed for mortar sct roof tile applications. Adhcsive designed for use in roof tile applications. Corrosion resistant bronze, aluminum, stainless stccl, galvanized stccl or plastic attachment clips for supplemental tilc attachment. Clips arc installed with corrosion resistant roofing nails compatible with the clip. Galvanized stccl valley flashing Galvanizcd steel drip edge Manufacturer W.R. Bonsai Co. with current PCA Polyfoam Products. Inc. with current PCA generic generic generic Frank Zuloaga Roofing Product Control Examiner METRO GEM-ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 SYSTEMS ' 7 (CONTINUED) • SYSTEM D: Mortar or Adhesive Set Application Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. Slope Range: 2": 12" to 7": 12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Rooting Tile: Install underlayment system in compliance with Metro -Dade County Roofing Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Metro -Dade County Roofing Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. 1 0 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 * SYSTEM LIMITATIONS • .. r The standard minimum roof pitch for Metro Gem Roof Tile's "Wave ", low profile tile shall comply with Metro -Dade County Roofing Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on 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 Metro -Dade County Protocol PA 115 or PA 127. The Metro Gem Roof Tile "Wave" 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 Metro -Dade County accredited testing agency, in compliance with Metro 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 It of the Uniform Building Permit, a copy of Metro Gem 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 Metro -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 Metro -Dade County Protocol PA 112, Appendix 'A'. II Frank Zuloaga Rooting Product Control Examiner METRO GEiM•ROOF TILE INC. DATA FOR . ATTACHMENT "CALCULATIONS Table 1: Aerodynamic Multi a ACCEPTANCE NO.: 97 - 1 124.04 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nail -On Systems Tile Profile !Wave Tile Tile Application Battens Direct Deck Approved Nails 1 nail 3.30 9.00 2 nails 6.50 17.30 Approved Screws 1 screw 22.90 25.80 2 screws 49.10 47.10 Approved Field Clip With: 1 nail 24.20 24.30 2 nails 34.80 35.50 Approved Eave Clip With: 1 nail 22.10 19.00 2 nails 32.20 31.90 1 Data noted in Table 3 is for installation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. /2 Frank ZuIo i`,a Roofing. Product Control Examiner Tile Profile X (ft p Batten Application X (ft3) Direct Deck Application l Wavc Tile 6":12" 0.27 0.29 Battens METRO GEiM•ROOF TILE INC. DATA FOR . ATTACHMENT "CALCULATIONS Table 1: Aerodynamic Multi a ACCEPTANCE NO.: 97 - 1 124.04 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nail -On Systems Tile Profile !Wave Tile Tile Application Battens Direct Deck Approved Nails 1 nail 3.30 9.00 2 nails 6.50 17.30 Approved Screws 1 screw 22.90 25.80 2 screws 49.10 47.10 Approved Field Clip With: 1 nail 24.20 24.30 2 nails 34.80 35.50 Approved Eave Clip With: 1 nail 22.10 19.00 2 nails 32.20 31.90 1 Data noted in Table 3 is for installation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. /2 Frank ZuIo i`,a Roofing. Product Control Examiner Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 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 Wave Tile 5.86 6.61 5.76 6.50 5.64 6.37 5.50 6.21 5.34 N/A METRO GEiM•ROOF TILE INC. DATA FOR . ATTACHMENT "CALCULATIONS Table 1: Aerodynamic Multi a ACCEPTANCE NO.: 97 - 1 124.04 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nail -On Systems Tile Profile !Wave Tile Tile Application Battens Direct Deck Approved Nails 1 nail 3.30 9.00 2 nails 6.50 17.30 Approved Screws 1 screw 22.90 25.80 2 screws 49.10 47.10 Approved Field Clip With: 1 nail 24.20 24.30 2 nails 34.80 35.50 Approved Eave Clip With: 1 nail 22.10 19.00 2 nails 32.20 31.90 1 Data noted in Table 3 is for installation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. /2 Frank ZuIo i`,a Roofing. Product Control Examiner METRO GEM ROOF TILE INC. DATA FOR ATTACHMENT • Fo• CALCULATIONS (CONTINUED) ACCEPTANCE NO.: 97 1124.04 Table 3 -A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Nail -On Systems Tile Profile Wave Tile Tile Application Direct Deck New Construction (min. i9 /32" plywood) Direct Deck Recover /Reroof (min. 1$ /32" plywood) Battens New Construction Two (2) 10d x 3" long nails 67.50 43.00 50.90 I Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2 from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment — M (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Wave Tile Tile Application Mortar Set Adhesive Set Attachment Resistance 20.00 86.61 /3 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 •PROFILI; DRAWINGS .f approx. I 1/2" Wave Tile 14 13 -1/8" Water Course Nose or front of tile Frank Zuloaga Roofing Product Control Examiner METRO CEM,ROOF TILE INC. .'f ACCEPTANCE NO.: 97- 1124.04 NOTOI:OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data. engineering documents. are no older than eight (8) ye ars. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Rcncwals of Acceptance will.not be considered it a) Thcrc has been a change in thc South Florida Building Code affecting the evaluation of this product and the product is not in compliance with thc code changes; b) Thc product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complicd with all thc requirements of this acceptance, including the correct installation of the product; d) Thc engineer who originally prepared, signed and sealed thc required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of thc product or proccss shall automatically be causc for termination of this Acccptancc, unless prior writtcn approval has been requested (through thc filing of a revision application with appropriatc fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. Thc Noticc of Acccptancc number preceded by the words Dadc County, Florida, and followed by the expiration date may bc displaycd in advertising literature. If any portion of thc Noticc of Acceptance is displaycd, then it shall bc done in its cntircty. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to thc user by the manufacturer or its distributors and shall bc available for inspection at the job site at all times. The copies need not bc resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I. through 15. END OF TIIIS APPROVAL 15 rank Zuloaga Roofing Product Control Examiner Polyfoaat Inc. 2400 Spring - Stuebna Road Spring, Texas 77383 EXPIRES: APPROVED: Ai:ET: P IJ/l>r.I =D.A c C:C UNTV, GLCAIOA . - -14.41tIOADPZELAGLEFOU6D ING .gVtLDINO CODE COMPUANCE DEPARTMENT METRO-OADE FLAOLER OU1LDWo 140 WEST FUAOt.ER STREET 1AIMA1. FLORIDA' 1 FAX (305) 375-29011 _—`— -- under Chapter 8 of . .'- •' • ' Materislts and Typo of Your application for Product App i+oval .o[ ' � � � � �ovtraia � � • Altenute . f. the Metropolitan Dade• County � Ji tons as submitted by The Center for and com letely described in the plans, spiFiftations and 4 raft recommended for he Center by Con�tructton, P mers Division been rc Appked•Eneineeriae, Inc. and Miles Laboratories Poly IRS under the specific and standard thc•.Building Code Compliance Department ti.bo used is Dade County', conditions set forth herein. - - -- -- - -- 'Itno ompliance Department reserves the The approval shall be. valid for a period of � � obsita or � plant for quality control opting. U right to secure a product or material at any � the Codt:��� pcpactmcat may revoke, modify product or material.fail to .perform in the approved manner. a Compliance Department reserves modi use of such product or material IaUnedl$Cly. The BuUUd $.Qde South Compliance Florida Department Cod the right t the shOUld any amend/twig to be the right to require testing of this product or.istaterial enacted affecting this product or material. r' The expense *such tcsting�will bainanied'by'tlte Manuf> / PRODUCT NO.: I L 4 /.' � ACCEPTANC'NO.: 1, Control Division All 2 7 1.998 S isor = - PLEASE NOTE - THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES !pp, SPECIFIC AND GENERAL CONDITIONS. - - - - - CODE COMMIT royal hai been by the N}F' . Rah Vide County Building Code Compliance Department This application for I roduct APP � us in Dade County, Florida Department and appro by the B4ildipS:Code CommttlaT . _ the conditions set forth above: : E - _ • MR 2 7 - • • .E., • ircctor Cede Camp li a rice Department • .• plttai Dade cqunty Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Categoy; Roofing Component Sub - Category: Fastening/Adhesive Type; Roof Tile Adhesive Sub - 'type; - -" I'A Caffip�'ner' "Fatyurethane Polyfoam Products, Inc., produces two - component expanding of clay and concrete roof tile. Polypro® AH160 is specially desii.;: clay roof tile over a variety of roof deck substrates and.underlayment Polypro® adhesive is applied with proprietary Foarnpro© RTF 100. this product is specific to the two component mix and F oampru.: Alternat■ve methods of dispensing will require a revision to this app ; .. . Pr:l yprc' 0 adhesive shall be applied only by'Qualifted Applicators', Certific rtes and identification cards are issued to applicators upon s uaiu�ng piogtam. Approval of this adhesive system is Applica• .)r. Product Control Notice of Accep:a� Roofing System Apprilva; Contact: Pat Murray P.O. Box 1132 Spring, Texas 773F,3 -1132 (7 Fax: (713;: • System > Descr i pt i on �. - L - 1 Gil .....:c:.. Prod.. antrol No.: 94- 0401.01 proval Date: MU/24 ,piration Date:, Q222z22 adhes:vc for the attachment - = - r api,lie;ation of concrete an :a1s. - - -- sing ,sq1ipg ent. Approval of _. .000: dup;•nsing: equipment. - by`Poly "oam Products, Inc. :1 completion of a application, application by a 'Qualified • • Table 1: Adhesive Placement For Each Generic Tile Profile . fie Placement Profile Detail Two -Piece Barrel #1 'S'iSha #2 Pte' =';� Double Roll #3 Large Flat Small Flat 7 Ra 1 Rodriguez Product Control No.: 9 ;14.1 Q_ ro® AH 160 tile adhesive shall onL' bexpplied over an installed in compliance l . PoIYP c�l.. Underlaymtnee shall be any with application instructions detailed if. I� �rnp �� County Protocol PA 120. underlayments or underlayment systems fi.ed App 2. Adhesive application shall be in accordance s with the instructions provided in t approv date A roval, the manufacturer may grcvi�e add- tfonal inStruc b3e suq which shall prevail. Installatwn -most be by a:f tE ctory TraunNi.'Quali ed Applicator' approved and licensed by Polyfoam Products, Inc. s require 3. Calibration of the Foampro® dispensing equipment d before application of any adhesive. p component shall be maintained between The mix ratio between the "A" component and the "B" 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of this Component Approval. at time of application. The cured pad shall be 4. Adhesive shall be dispensed in a 17 ia to shall in accordance with the 'placement Details' provided in this Component Approval. Each g approximately 5" x 12 ". Foam placement specific placement, as eneric tile profile requires a spec p test a tile system in compliance with PA 101 and noted in Table 1, below. A tile manufacturer may revision cost. add an additional detail without incurring an additional 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. 6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'Placement Detail' for each tile profile. #4 #5 • /' Roof type: Gable Attachment Direct Deck Slope: 5:12 lifAXPIPM DESIGN FRESSU S : _ These pressures are based on j wont case conauion- The pressures may be lowered by £mil engineering calculations. • Pmax! 72.E -- from this table xO.29 from PCA 20.96 All from PGA 14.42 EXAMPl,4 1.OQ from this table from PCA 4 454 from PCA 22.60 Slope Gable' Roofs " . • $jPP . Roofs . .. _ .... . Pmaz J � • Plnmc .,.. 75.4 • • • 106.f V 2:12 • . ( 75.4. 125.7' 2.25:12 72.3 123.3 72.3 105.2.. 2.5 : 12 72 ` 121 .72.3 103.7 2.75:12.: 72.3 118.7 723 101.9 3:12 74.3• : C 1, 37 i 72.3 1042, 3.25:12 72.3. 1163 , 723 1; 1005 3.5 :12- -- 3.75:12. 113.9 111 - 723 '' 98,9 - - -72..3 , 723 723 ' 97.4 4:12 72 109.1; 3 ) 4..25 :12 - • 72.3; ,107.2 ` 723 ! 95.1 4.5:12 • 723 105.3: 72.3 94.3 • 4.75:12 . 723. ' 1024 .7 3 ' 93.5. 5:12 004 72.3 7.:. 5.25:12 723 984. 72.3 91.9 -91.1 T 723 - -95.8- 93.5 72.3 90.3 (91.5 72.3 89.1 89.5 72.3 88 1rrr 87.5 723 86.9 8 72.3 85.8 84.$ " . 723 84.8 • /' Roof type: Gable Attachment Direct Deck Slope: 5:12 lifAXPIPM DESIGN FRESSU S : _ These pressures are based on j wont case conauion- The pressures may be lowered by £mil engineering calculations. • Pmax! 72.E -- from this table xO.29 from PCA 20.96 All from PGA 14.42 EXAMPl,4 1.OQ from this table from PCA 4 454 from PCA 22.60 Comment and Limitatigna: • lvtiuct ContFo1 No _34- 0401.01 1. Tile must be applied within 3'/i minutes of the application of rglypro® AH160 adhesive. 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. Refer to application drawings published by sthe National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement pereils' included with this Component Approval. 4. Refer to Prepared Roofing Assembly Product Control Apprgyals for system approvals with this Component. 5. Refer to the Prepared Roof System Assembly for fire rating. ■ 6. Any amendments to these provisions shall be in compliance Sections 203 and 204 of the South Florida Building Code. • 7. Polypro® AH160 shall not be exposed permanently to sunligtll. 8. Polypro® AHI60 shall be applied with Foampro RTFIOQQ dispensing equipment only. (See Detail 'A' attached.) - -- 9. Fiel•i uplift testing shall be performed, in compliance willl the test procedure set forth in Dade County Protocol PA 196. Testing shall be performed not Rflor to 30 days after installation by a Dace County approved laboratory in compliance with the telt criteria established in Section 3402.2 of the South Florida Building Code. 13 vrl iamona, P.E. • • r • 4 %•.'". • • . • • • • • : • Ay . • • • . •'• •• • ' ••••••••• It jr:. • • • • Olincl01;11.VJ.4.1t•0104;A:..Jg.3•6-1. • • • 0 • • '.° Extelui94$ , . .after a acW,.IPPliCagq11 bet-laded end ;ha &LIPPerthig deze. . . test reports no oIliet than ten (10 yfbieiii-avaluatad, • • " .; a • t • a, • ... All reports ofrcstestlng d " • • — • " 1 .. .of.aii engineer . registered in the State.4I Florida. . . :*.!- • • • ••• . :, t . . • ..• : 2. .- 1 r• •••,--;•,.. : Any revilTort . . " , ru .., .. .. • . ..... , . . ti 004 d proc sh aut9o x li c. cause for crmbst!on,ianlen . :1 .,..,– .., -.• ,... __ P.r.NdOens irfbaniP * ... . ,....... • •,••• . . .. ... . . . . , • • ••• -• ---'-•!,* . , • 3. Any unsatis r;n4K•0 ProdNet-oeprokess'ort cbai in 6063 provisiOr.s shall be grounds .. . • . 4 Thilar;c not b0.14ed 51.1100.13CalentliranY:PrOdUiit adritisi4 purposes. . The •_NotieelTatir"" p *001:di Dadetietz, ;Florifia;. and. follciyied.. 5. . . . exPirailon'thormapa • Hteratuit. :If inyilottion tha Notice :OrAceePtaiiCii- displayed,.thett be donci:Inits wain*: .• • • 1 .... .. • • . • - . Product nbm ldwln Whe wirect Permit IppUCILiOi s providnd the c!..p;;caut by *0- manefigutifi*. 6. .111trilititors noted in the Notice() *place. the prints need not.14:,i"-. re-scifidd hy-an • !. • ?.‘ METROFOJJTAN !AD5 cOUNTVELQW latESROC • • ..:4160:;.•46.6iiiiir UETROTGADE F(AGthR.: it• - 140 War EtAcuza MAW FLOiliti4 1 • FAX (305) 411+1411111 • • - I • _ . !:;'; *kb the Stendard.Condittons shall be cadse fur Liiiigiu4ioa of the Approvg. . , T. 1 ■• • : • . • PERMIT NO. 5L3 3 TAX FOLIO NO. 1/ -3a)- 3a)- O � c"2 — o 3 (66 STATE OF FLORIDA: 988308569 1998 JUN 25 15:32 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. 1. Legal description of property and street address: l /r-( ` N L- ' L V� 2. Description of improvement: 3. Owner(s) name and address: Interest in property: C-i)of / /L1 G c ✓AJ4? /7 e Mr /VC Name and address of fee simple titleholder: Jr../ W. BARON 4. Contractor's name and address: ROOFING CONTRACTOR 2270 W. 78th ST. 5. Surety:(Payment bond required by owner from contractor, if ang.C. No. 13369 Name and address: Amount of bond $ 6. Lenders name and address: 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, ! 1.; 1'! Vv . B ARON Name and address: ROOFING CONTRACTOR cc r v W. 781. h ST. WALE PI gg n1A 8. In addition to himself, Owner designates the following person(�'}'t a copy oflhe Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) `, u 4 c • (S nature of Owner Print Owners Name J ••'n "ti/hd/ Sworn to and subscribed before me this 1-r day of c. rtaw1( 19 ? r Notary Public cttiet- 91.. . • i Print Notary's Name 2 64rn # 444a • My Commission Expires: sr- /STATE.' OF FLORIDA; COUNTY OF DADS OOUHr sous, MINI that this is a true sae at the C�\ -'- ., .•_ .,,. n. ._ 7 �__'f 4. aat „` _ O srod , 27 41- Jr 4 „ J4', Prepared b : - � W . BAROi ROOFING CONTRACT Address: HIALEAH, FL 3301E C.C. No. 13369 12301.52 2f Contractor's Name: J9'64/ t ` 4/*'dAi Job Address: f /c/ it4 2 /414/W/ Shorce ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof .Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft 7 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A v Ft. v Deck type: � 1( y 6` ATTACHMENT Fastener Type: / ` ° r �S P4/II /0 7 SPACING 11 / Field: Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) // r r r ROOF PLAN 123.01 -78 9/96 _— Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 . Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid a Ven lation? MEAN HEIGHT IQ D I v� eck type: z Underlayment: Insulation: G D E T A I L 3 SLOPED SYSTEM DESCRIPTION ilt .3o /t i - iT 12" ROOF SLOPE Fastener type & spadng: Cap Sheet: Roof Covering: Drip edge: 7,4 4/yA ATTACHMENTS REQUIRED 1) Fire Directory Listing Page II 2) Dade County Product Control Notice of Acceptance -Cover Sheet v a) Specific System Description ✓ b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings V3) Municipal Permit Application V 4) Other Component Approvals (Pmaxl : 72 3 x a, (Aerodynamic Multiplier - (Pmax2: /(), ix a, (Herod® c }ultiplier):n 1 ) (Pmax3: I /7 x a, Aerodynamic 3 Multiplier): 7, 0/, TILE CALCULATIONS M b . ( 5 ( M 1 : l a5CA: I &. 61 M = M PCA: - M 66( = M i6.6/ � PCA: -o/ Page -2 Legal Description Owner / Lessee / Tenant PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address // 4/r z 11 . ,Y; S //Vr //L- 7z- �� CJ. 34fb k4, Owner's Address Contracting Co. /� Qualifier ' ;h// 6)• 641b /SS# Tax Folio , Master Permit # 4f/ 3 57 Phone 7 - Fes,/ Address ) 2 2& w J 7?ff Phone k 6 V 71i1-10%, State # Kc 1y®`lS ; , ' Municipal # ' ? /If' Competency # Ado r Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOF NG PAVING FENCE SIGN WO K DESCRIP ION ge-te 0 A • / eJo //(. 7 ;4, /_ 14 / 3 go /6 . � C��iv 6.1.4111-P t° c,� c ! u'( Square Ft. )51i (a/op Ani 1 Estimated Cost(value) �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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do' work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction and zoning. Furthermore, I the work stated. authorize the above -named contractor to do S ture of owner and /or Condo President Signatur Date: Date: 1 4 f , Notary as to Owner and /or Condo President My Commission Expires: ** * * FEES: PERMIT APPROVED: Zoning " 4 1 f Contractor or Owner- Builder 4,d, 40/.4-,-- Notary as to Contractor or Owner- Builder My Commission Expires: ** RADON C.C.F /' Fire Buil•4 t� Electrical Mechanical Plumbin_ Engineering 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: 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: n 0t Owner Owners rams J40' v w Notary Public 7: 4 4o 9 7 8 2 ur 12 i 5 1997 MAY 07 13:25 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. / /t4 ive- 7 z St- .►, / J313t %f, L . f - j JM c,,1�1✓/1y,�/ Ns" ivb- 9 z sr / Name and address of fee simple titleholder: JOHN W. BRAN 4. Contractor's name and address: ROOFING CONTRACTOR 2270 W. 78th ST. HIAL_LAH. FL 33016 5. Surety:(Payment bond required by owner from contractor, if and. C. N o. 13369 Name and address: Amount of bond $ 6. Lender's name and address: /1411- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following pr ,o�tp rg� Notice as provided in Section 713.13(1)(b), Florida Statutes. ROOFING CONTRACTOR CONTRACTOR Name and address: - HIALEAH. FL 33016 C.C. No. 13369 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) J" Sworn to and subscribed before me this 7 dly of , 19 9 7. 4,1„._ 2/, Print Notary's Name t4r4/.• ,: 6;1 : ° d • My Commission Expires: 12‘f c:c�,,'�II :L�. i !'•' • IC:TE OF FLOR?DA, COUNTY 0' '' C D vir"aCBv GFP F Y 4hat this is a Oran grROinaIVilo in is o:c on r. , A 0 -4 • Prepayeni N W. BARON - OOFING CONTRACTOR Addrese'270 W. 78th ST. HIALEAH. FL 33016 L.U. No. 16.5 69 12301.52 2/93 123.01 -78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: - hn) 6)` 84/14., Job Address: //'5 N� / 2 LSt ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ,'(Mortar dhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof / eRe - roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 04577 Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. A V Ft. V A l " 6 11 O Deck type: "/i� A 4/( eie cg,/ Fastener Type: ATTACHMENT /41® 0 ff j SPACING Field: 6 Perimeter: Corner: 1 2, DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) 7f I S �F. fifer ROOF PLAN Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridee Ventilation? MEAN HEIGHT /V Deck type: / 4 " z Underlayment: Insul tion: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: ZVe !/ G 0 c- A /—A..ek Se-/ ATTACHMENTS REQUIRED 1) Fire Directory Listing Page V 2) Dade County Product Control 7 � Notice of Acceptance -Cover Sheet V a) Specific System Description )/ b) Specific System Limitation ,/ c) General Limitations ✓ d) Applicable Detail Drawings 3) Municipal Permit Application { 4) Other Component Approvals I (Pmaxl:22,3 X X., (Aerodynamic Multiplier): 029 ) - (Pmax2: /! 3 .3 ?ca.. (Aerodynamic Multiplier): V Z y - (Pmax3: / ? 3 X X (Aerodynamic Multiplier): ( / ) - TILE CALCULATIONS M a91 / = Mr1: J 7 3 1PCA: G / c)4 yo( : CI = M 7• YJ PCA: FC. `/ M =M 7 .0 ) PCA: g.Ci o'. Ok . Page -2, L: J'ILODUCT CONTROL NOTICE OF ACCEPTANCE Metro Clem Roof Inc. 1 1 5(11; Northwest . 11 /tit Way Medley;`t� �� ly$ " :± I Your appllcnlloil for Product Approval on Metro Gent /2orlf Tile Nall - On, Mortar Set or Adhesive Set "The 1Vave "^ " ' hdofing Tile • under Chnpter 8 of the Me(ropolttut bade County Codc govcriting the Use of Allerhntc Materials and Types of Construction, and completely described in the plans, specifications and calculations us submitted by: Redland Technologies, The Center fur i1 ppllc'd Engineering, Inc., and 7 esnvell Craig Laboratories AF Consultants, Inc. inde County, has been recommended for nccepinnce by the Building 2 through ► h7 and ll Weput Uncut to conJ e used in lions set on page Florida under the specific conditions set forth on pages 18. ce The npproval shall not be valid alter the expltnllon date slated below. Te The Uu I e c to reserves the right to secure this product or mnletinl nl nny time for n Job control testing. If this product or n fsil oftsuclr lit truductl�ort�u manner. Imuredlntcl)� I I � ° � I I'I I �ttrtl Compliance shnll Office !nay revoke, modify or suspend the t 1 fee g re- evaluate this product or ntnletinl should nny ntnench 0 11ic t e reset lhe ighl hu'trevukc Code this c nppruvnl` if i is this product or material. The Building Code Compliance determined by the Building Codc Compliance Office that this product or motet bit fails to meet the tcquitemenls of the South Florida Building Cudc. The expense of such testing will be intuit y th rct0 .r. Accepinttec NU.: Expires: • 95 - hdh .0! NOV : 1 19J7 • Product A ►novel has been reviewed by the Metropolitan Dade County Building Code 'This npplicnliwt for I'ro I I Compliance Department and npprovcd by the Building Code Cuhunittce to be used In Dade Count Florida under the conditions et forth above. Approved: A 2 g 1995 Itevlses Nu. ' 1191d.z5- i) 11'AG 1' S2 Saligffitht METROPOLITAN IAUE COUNTY, FLoIIIOA MITI10•UAUt: I-LAGLI_I1 UUILIANO iiUILUItIU CUBE CUMt'LIAt1CI? UCI'AIfMt tIt SUITE IOW Mt l I1J•UAUt: I'LAUU:11 UUILUINU 140 WEST GI.AuLtl1 SIIitiT MIAMI. rLUllitLA 09190.1500 190! 015.2001 r'AX (005) 010 -2000 nut Rodrigo z I'ruduct Control Supervisor L �. Charles Danger, P.E. Director Building Codc Compliance Dept. Mctropolitmt Dade County : + ' ritbtiUdt CONtitOL NO 1•R Ur AccEr rANcE ;r. ' -•_ ',.t. ltOOF1NCSYSTEM APPROVAL . }S!i:ii ; :J; Appllctil{t; . Metro Cent )ttfof T 1Ie, Int. Product Control No.: 11501 Northwest 117th Way Medley, FL 33178 Approval Date: Expiration Date: Category: Sub- Category: TypQ: 1 ' . }, 1 } Sub- Typte. Prepared Roofing Low Profile Tile y ' Nail- ott\Mortar Set\Adhesive Set Concrete Sysleld L)escriltllotl ' Metro Gem Roof 'file, Inc. is n Florida based Inantlfnctut•er of concrete roof tile for nail -on applications. This Product Coitll•tt1 I i- Watts.10 Metro GI1u1Roul• Wave low Tile KA . Refer to appropriate ProducLconttol Approvals for outer tile plufilk . Metro Gent Roof Tile mikes tile systems through local rooting wholesale distribution. The profile Is available in variety of colors and has matching hint pieces used for rakes, ridges, (tips and valley.terminntlons. Metro Gem's "Wave" roof tile has been tested in compliance with the South Florida Bttilding Code requirements for concrete, nail -on, ntuttar set awl adhesive set tile applications. The minimum roof slope for Metro Gem's "Wave" nail -on tile shall be 4": 12". The minimum roof slope for Metro Gent's "Wave" mortar or adhesive set tile shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Wave" tile profile. The Metro Gear Roof Tile "Wave" tile profile has been tested for both wind characteristics and static uplift performance, (hemline, any consideration for instj ration shall be done as a 'Motnent Based System'. Daln for attachment calculations is noted in Tables 1 th,iought 4 of this 'approval. (305) 558 - ,6712 , ' Contact: Pernatltld Arias Metrd delti` ItvdtT11d 11501 Northwest 1 I /lit Way i:yy'iJMedleY rL 331113 y ;r +.t, n. • 2 3 . • • .1 ttdulltodrlguez • L 95:0406.04 JUN 2 9 1995 NOV 2 1 1997 • : . • :•;.14 1 11 ;.ie;1 I'd 't'est Product Ditilel►sions Specifications Wave' Tile l = 16'Y" • PA 112 w =13" ''A" thick Trim P + ^ces Tai tit NAM1 s or PRODUCTS MANUrncrutzEt oh. LABELED BY APPLICANT' • I = varies w = varies varying thickness • Raul Rodriguez Product Control No.: 95- 0406.04 Product Description Low profile, interlocking, high pressure extruded, concrete roof tile, equipped with two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product 1130 Felt 1143 Coaled Base • Sheet Mineral Surface Cap Sheet Lenzingtex -Z13 140 Underlaymcnt Rainproof 11 Ice and Water Shield Mopping Asphalt • Flashing Cement TRADE NAMES OF I'ItODUCTS IVIANUrACF JRED OTItERS Dimensions N/A N/A N/A 59" x 164' roll 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 Specificnllm ASTM D 226 type ll ASTM D 2626 ASTM D 249 I'A 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 Product Description 1i uttpfnstuLvL Saturated orgnnic felt generic to be used as n nailed anchor sheet. Saturated and coated generic organic base sheet for single or double ply undcrlayment. Mineral surfaced asphalt roll roofing for use ns n top ply in a double ply underluyment system. Single ply, nail -on underlaymcnt. Raul Rodriguez Product Control No.: 95- 0406.04 Single ply, nail -on underlaymcnt with 2" self - adhering top edge. Self - adhering underlaymcnt for use as n top ply in n two ply underinymenl system with approved 1130 or 1143 ns the base layer. Asphalt for bonding n mincrnl surface cap to n nreek attached base sheet in a double ply underlaymcnt system. Cut back, asphalt based, asbestos free, fiber reinforced, Ir owcl grade cement for repair and !lashing applications. generic Lenzing Performance, Inc. with current PCA Protect -O -W•ap, Inc. with current I'CA W.I. Grace Cu. with current PCA J ,j r ; generic generic test Product 'Product pintenslons Specifications Descriptio!t Lltttttt[aclurcr A S'i• M 1) 41 Cut back, nspltnit generic Asphalt Printer N/A based coming used to fncililale bonding of dissimilar mnlerinls. flooring Nails min. 12 ga. with t /1' hend Tin Caps Wood Battens 'file Nails Ut gd k 2'/2" or min. I0dx3" Tile Screws 118 x 2W long 0.335' head din. 0.131" shrink din. 0.175" screw thread diameter Roof Tile Mortnr l'A 123 Prepared mortar mix Bermuda hour N designed for ntorlttr Company, Inc. set roof Tile with current I'CA aPplications. N/A l'A 123 i'repnted morinr mix Quiktcte Consuuclio designed for 'notify Products set roof Tile with current I'CA npplicntiuns. Roof Tile lvlortnr ( "QUlkrele® hoof Tile Motlnr (11140 ") r mitt. 32 gn. mitt. 1 o.d. Intik. 2" o.d. PA 114 Appendix E 1'A 114 Appendix G vetllcnl Wood ('reservers Snit pressure treated Min. 1" x 4" Institute Li' - 2 or decay resistant lumber battens • I „r{ _on181 Min, 1” X 4" for use with vertical battens or mitt. 1" x 2" rot use I'A 114 Appendix L 1'A 114 Appendix 5 Product Control No.: 95 U4116.U4 Annular ring shank, hot dipped, cleclro or mechnnienlly gnlv. roofing nails for use In underinyntent nllnclmtent. Corrosion tesisl circulnt disc for ttse in underinyntcnt nllaclunent conted, square drive, gnlvnnized, coarse thread wood screws Rrtu1 Rodriguez generic generic generic Corrosion resisliitd, generic screw or smooth shnuk ltnlls. J 1 Cot rusion tesislnnl, genetic A .product Roof Tile Mortar N/A ( "DONSAL® Roof Tile Mortal' Mix ") Roof Tile Adhesive (Pulypro® A11160) ' I Clip & Fasteners Valley flashing Drip Edge , t ■■•: . ; , I,• r I Dintettsluus N/A Slit min. t /A" width mitt. 0.060" thick Clip Fasteners min. 8d x 11/4" milt. 26 gn. min. 16" width milt. 26 gn. min. 2 face flange min. 2" deck flange t:. Test Speclticntions PA 123 PA 110 PA 114 Appendix E ASTM A 525 PA 111 Galvanized steel drip edge 6 Product Dcscrluttou Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use ht !oolitic applications. Corrosion resistant bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing flails compatible with the clip. A hurricane clip is required on all nail -on enve tiles. Raul Rodriguez Product Control No.: 95- 0406.04 Galvanized steel volley flashing nIIUfItC (u ter W.R. Bonsai Co. with cuyrenl I'CA I'ulyfoam Products, Inc. with current I'CA generic generic generic Ty Wood, Nod - insulated eat Description: New construction "4 or greater plywood or wood plank. • SYSTEM D: • Mortal or Adhesive Set Application Slope Mange: 2 ":12" to 7 ":12" • • ' Note: • System D Is only acceptable In this slope range. For slopes in excess of 7 ":12 ", refer to System E. • Underlaymedlt Install underlayment system steal bt compliance with Dade County Application • •, i • . '' 111. Standard PA 120. (See System Limitation #S.) Roofing Tile: stall compliance with Dade County Application Standard PA 120. i tile in (Seib Attachment "Data for Attachch ment Calculations" Included in this Approval.) i+ For re -roof applications, is /13" plywood is an acceptable substrate. Comments: f ls: a •.,?1 • ' •• • • •, •,. I11'. �1'1't'; I% 71.x) ' !.. •1 • SYsrEMS' r, (CorrrtNUt1) • 1. Product Control No.: 95- 0406.0 •12 ; ;, •,,Raul Rodriguez Product Control No.: 95- 0406.04 SYSTEM LIMITATIONS • • 1. The standard minimum roof pitch for Metro Gent Rooft 1 e's W v or T il e' ' loW pro ud ltil shall comply with Dade County Application Standards t A method of installation. 2. : For ball -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the . ,(..;• • s Product 3. System installation shall be in compliance with the pr l sufficie�llnlnchmentlresi lance Control Approval. The method of attachment utilized shall I expressed as a moment to meet or exceed the required mo � ten resi s ta n ce T erminede in with Dade County Protocol I A 115 or I A 127. 'file" tile profile :has been tested for bulb wind 't om characteristics and compliance with PA o shall be therefore, attachment calculations for installation I done as a 'Moment Based System'. 4. • For mortar or adhesive set tile applications, a Geld static upl ill by be I Bade County accredited testing agency, in compliance with Dnde County Protocol • 5. For 11 lortar set tile applications, 30/90 hot stopped underlaymcnt applications may be installed per tendicular to the roof pitch unless stated otherwise by the underinymein material manufacturer's I I published literature. 6 AU tiles shall bear the imprint or identifiable marking of the manufacturer's mate or logo for identification in the field. 7. A I I 1 Ilications for roofing permits shall include a completed S n t dcta Is, n iform l ilding • Permit, a copy of Metro Gent Roof Tile's s current specifications in Control App roval and a copy of the Product Control Approval of any Ro o l ing 1'u o th e semi L ( lire L the proposed tile application. Reference shall be Horde to appropriate rating. ''. 1 8. 'c ant shall retain the services of a bade Cdunty certified testing laboratory to maintain The applicant quality control in compliance with the South Florida 1:3t'i[dnlgl�od/�efed� related protocols. Samples 1 taken shall be in compliance with Dade County Protocol provisions shall be in compliance with Sections 203 and 204 of the South 9. •Any amendments to th ese • I Florida Building Code.. :r f - 13 Raul Rodriguez ea • DATA TOIL ArrACIIMENT • CALCULATIONS - 14 Raul Rodriguez Product Control No.: 95- 0406.04 Tile Profile Wave" Tile Battens 5.86 Table 2: Restoring Moments due to Gravity - M ((t -Ibt) 3 ":12" Direct Deck 6.61 4 ":12" Battens Direct Deck 5.76 6.50 5 ":12" Battens Direct Battens Direct Deck Deck 5.04 5.50 6.37 6 ":12" 6.21 7 ":12" or greater Battens Direct Deck 5.34 6.03 Table 3: Attachment Resistance Expressed as a Moment • Mr (Mbl) for Nail -On Systems' JJ Tile TILE APPROVED APPROVED APPROVED APPROVED Prollle APPLICATION NAILS SCREWS' FIELD CLIP EAVES L Wave" Tile 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Battens 3.30 6.50 22.90 49.10 .24.20 34.80 22.10 32.20 Direct Deck 9.00 17.30 25.80 47.10 24.30 35.50 19.00 31.90 Data noted In Table 3 is for Installation with a 3" the headlap. 2 Approved screws are as noted In the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are trot required for this attachment configuration unless lh ,.Required Moment of Resistance exceeds the values noted above. Table 1: Aerodynamic Multipliers - X ((t') Tile Profile •. X ((t') Batten Application X (ft') Direct Deck Application Wave" Tile . 0.27 0.29 ea • DATA TOIL ArrACIIMENT • CALCULATIONS - 14 Raul Rodriguez Product Control No.: 95- 0406.04 Tile Profile Wave" Tile Battens 5.86 Table 2: Restoring Moments due to Gravity - M ((t -Ibt) 3 ":12" Direct Deck 6.61 4 ":12" Battens Direct Deck 5.76 6.50 5 ":12" Battens Direct Battens Direct Deck Deck 5.04 5.50 6.37 6 ":12" 6.21 7 ":12" or greater Battens Direct Deck 5.34 6.03 Table 3: Attachment Resistance Expressed as a Moment • Mr (Mbl) for Nail -On Systems' JJ Tile TILE APPROVED APPROVED APPROVED APPROVED Prollle APPLICATION NAILS SCREWS' FIELD CLIP EAVES L Wave" Tile 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Battens 3.30 6.50 22.90 49.10 .24.20 34.80 22.10 32.20 Direct Deck 9.00 17.30 25.80 47.10 24.30 35.50 19.00 31.90 Data noted In Table 3 is for Installation with a 3" the headlap. 2 Approved screws are as noted In the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are trot required for this attachment configuration unless lh ,.Required Moment of Resistance exceeds the values noted above. DATA F tMt AttActIMt.NT CALCULATIONS (CONTINUED) 67.50 43.00 50.90 ressed as a Mvrnent - M (ft-Ibt) Table 3 -A: Attachment For O Systems Tile Two (2) 10d x 3" Tong nails' Application Direct ec D k I NeW ConstrUCtII0 ) • (min. "i p y* Direct Deck Ilecover/Reroof (min. /o: plywood) Battens New ConslrUctIotl of trier coated, Tile Installation with a 4" headier) Using two (2) ApptoVed 10d x 3" long p Y corrosion resistant, tiny shank hails installed In manufacture this hole to ttedn2W from tion the head of the tile. Clips on save tile arA ho required unless the Required Moment of Resistance exceeds the values noted above. Wave' Tile s' . • It -Ibt) Table 4: Attachment Resistance 5xp ve $el as Systems Moment - M ( Ta rot Motlal of Adhesive The Resistance Tile Tile Profile Mortar Set 20.00 6G.61 Adhesive Set 1 Product Control No.: 95- 0406.0 • -:J O. • P110FILk DLtAWLNCS • 111 � WAVE" 1�ILI: Haul IludrIguez t'i otuct Control No.: 95- 0406.04 1 , 1 METIIOPOLI rAN DADE COUNTY, FLORIDA METIIO•DADE FLAGLEfl BUILDING UUILUINQ CODE COMPLIANCE DEfAIITMENT ,SUITE 1003 ML•1110 -DAVE wow BUILDINO 140 WEST F1Ao1En S1tICET MIAMI. mLOI1IOA 33130-1503 CONUI'fJONS (305) 375-2001 Nu( (305) 376•2000 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- cvaluated. 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. . G 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- scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all previous approvals. 18 Raul Rodriguez Product Connor Supervisor r/ M E T R O R O O F T I L E 1 1 5 0 1 N.W. 1 1 7 W A Y M E D L E Y , F L. 3 3 1 7 8 INSTALLATION INSTRUCTION FOR "WAVE" TILE 1. CHECK ROOF PROPERLY THE FIRST RUN CAN OVERHANGE BETWEEN 1/2 AND 3/4 INCHES OVER THE EDGE. ALL OTHER HORIZONTAL LINES SHOULD BE MARKED AT 13.5 INCHES ( 3" OVERLAP ). A) THE MORTAR HAS TO BE FRESH AND SHOULD BE USED WITHIN ONE HOUR AFTER BEING MADE. IN DADE COUNTY A PREMIX BAG HAS TO BE USED FOR MORTAR. THE MORTAR IS APPLIED VERTICALLY WHERE TWO TILES OVERLAP ON THE SIDES. A FULL TROWEL No. 10 WILL BE SUFFICIENT FOR THE JOB. IT WILL TAKE BETWEEN 5 AND 6 POUNDS OF MORTAR ENOUGH AMOUNT OF MORTAR SHOULD BE APPLIED TO FILL THE CAVITY. AS THE TILE IS BEING PLACED ON THE ROOF , IT SHOULD SQUEEZE SOME MORTAR OUT. B) THE TILE SHOULD NOT BE WALKED ON AFTER IT HAS BEEN SET IN PLACE , UP TO AT LEAST 5 DAYS AFTER ITS INITIAL PLACMENT. C) AFTER THE 5 DAYS THE ROOF CAN BE CLEANED AND CHECKED FOR ANY LOOSE TILES THAT WERE NOT INSTALLED PROPERLY. IF ANY ARE TO BE FOUND,ANY GLUE SUCH AS RT 600 CAN BE APPLIED TO FIX THE Jj LOOSE TILES. THE TILES ARE MANUFACTURED IN MIAMI: 11501 N.W. 117 WAY MEDLEY FL. 33178 TILE # 1 2 3 4 5 AVERAGE SPECIFIED LENGTH (in) 16.6 16.6 16.5 16.5 16.5 16.6 15.7 -17.3 WIDTH (in) 13.1 13.1 13.1 13.1 13.1 13.1 12.6 -13.9 WEIGHT (lbs) 10.5 10.4 10.8 10.8 10.5 10.6 9.0 -11.0 THICKNESS (in) .57 .58 .58 .57 .58 .58 .52 -.58 Unit Wt. (lb /ft' ) 128.2 126.8 135.8 135.1 135.4 132.3 JJ TRANSVERSE STRENGTH (lbs) 590 625 606 599 610 606 300- aver.5 260 - indiv. ABSORPTION (lb /ft') 7.6 7.7 5.2 6.1 6.1 6.5 < 13 ABSORPTION ( %) 5.9 6.1 3.8 4.5 4.5 5.0 < 6 PERMEABILITY pass pass pass - -- - -- -- -- Metro Roof Tile, Inc. DATE: 2/17/97 11350 N.W. South River Drive LAB #: EA -49 Medley, Florida 33178 Att. Mr. Fernando Arias TECH: M. Presciti TEST: Protocol PA 112 -95 and ASTM C1167: Traverse Strength (dry) Absorption, Permeability CLIENT: TILE MANUFACTURER: Metro Roof Tile TILE DESCRIPTION: Red, concrete, wave, marked ANCHOR TILE CLASSIFICATION: PA 112 -95- Type lb, Class III ASTM C1167- Grade I, Type II tile weight reported as received Comments: The submitted tiles meet the South Florida Building Code Protocol PA 112 -95 and ASTM C1167 physical requirements for dimensions, strength, absorption, and permeability for the types grade, and class listed above. Anthony Porcello President TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. 3731 S.W. 47th Ave. #401, Davie, Florida 33314 Phone: (954) 584 -4475 - Fax: (954) 58'4 -3887 CERTIFICATE OF TEST AND ANALYSIS berto ir • Reg. �t Ram of. Florida # 23976 - .,{rTRO'DADE Poiyfoatn Products, Inc. 2400 Spring - Stuebner Road Spring, Tee 77383 APPROVED: • '4 A_2_?193� METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT NO. : ACCEPTANCtNO.: 95- 0314.10 j 1 Rodrigu • • uct Control Division =PIRFS: AP 2 7 1.998 supervisor •OUILDING COGS COMPLIANCE DEPARTMENT SUITE 1003 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA p�l X1 ws -2oot FAX pool 2714908 Your application for Product Approval of pniyrnaa Products , Polvnro AH -160" Roof Tile Adhesive under Chapter 8 of. the Metropolitan Dodo County Code governing use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by The Center for Applied. Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acc P by the.,Building Code Compliance Depart o n % be used in Dark Cody. Florida under the specific and standard conditions sailor* heroin. 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 jobsita or manufacturer plant for quality control toting. 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 Buildinj; Code be enoolot •aifscting this; product or mararlaL 7 'The expense of suds testing•will betineuriediby4tbelidesu( ' ' - PLEASE NOTE - THIS IS TILE COVERSEIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. au1L.Dlpl DR COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approvk by the Ditildipg.Code Committee to be used in Dade County, Florida under the conditions set forth abo 1C - - - -. it : 6:• _ - , .E.. Director buddit g rode Compiiatici Department IWr ropolitar- County - • • Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1 132 PRODUCT CONTR01. NO'1KE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Contact: Pat Murray P.O. Box 1132 Spring, Texas 77383 -1132 (713)350 -8888 Fax: (713)288 -6450 Raul ' odriguez 'Product Control No.: Approval Date: .2.1122-1 Expiration Date: APl 1998 Category; Roofing Component Sub- Category: Fastening/Adhesive Roof Tile Adhesive Sub -Type; Two Component Polyurethane System Description Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AHI60 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® R equipment. Approval of dispensing equipment. this product is specific to the two component mix and Foampro® RTF1000 Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. SYSTEMS Deck Type: Wood, Non - insulated, New Construction/Reroof greater plywood or wood plank. . . Deck Description: New e-roof ' / or greater plywood SYSTEM A: Adhesive Set Application Slope Range: 2 ":12" to 7 ": Approved underlayment system, noted on Page 1 of Dade UnJerlayment: Install choice of A PP County Protocol PA 120, in compliance with Section 3.02 of PA 120. Approved life system in compliance with PA 120. Adhesive shall be Roofing T�Ic: Install App Component Application section and the applied in compliance with the Comp Component Product Control vide sufficient attachment Approval. corresponding Placement hesi a attachm nt hall provide • ed moment of Approva The adh resistance expressed as a momlinCe with t PA c the The Control adhesive resistance d in comp tile Roof System Assembly Product attachment data is noted in the Approval. r re - roof pliwtions. minimum "4:" plywood is an acceptable substrate. Comments: I. For aP 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. • Product Control o.: 9 - • Product Control i`1o.: 3 COMPONErif �►P?L[�ATION ked ovO. an- aHderlayment installed in compliance •• l Polypro® AH t 60 tile adhesive shall only be_epP nenZ- - "��roval•• Underlaymen� shall be any with application instructions detailed its row in , Dade County Protocol PA 120. underlayments or underlayment systems listed App provided in this Component Adhesive application shall be in accordance with the instructions p subsequent to this approval date 2. provide additional instructions licator approves and - w hpr h val, the manufa may p a Factory Trained 'Qualified App which shall prevail. Installation must be by • licensed by Polyfoam Products, Inc. adhesive. ui ment is required before application of any 3. Calibration of the Foampro® dispensing eq std the B component shall be maintained between " " pounds per tile as The mix ratio between the "A" component 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to �rwithout8cevi0on othis Component determined at calibration. No other settings shall be app Approval. ad shall be : at time of application. The cured p 4. Adhesive shall 5" x dispensed ". am 1p�e en � be in accordance with the 'Placement Details' approximately 5" x 12". P rofile requires a specific placement, as Component Approval. Each generic tile p fiance with PA 101 and provided in this Comp test a tile system in comp noted in Table 1, below. A tile manufacturer nal revision cost. add an additional detail without incurring in freshl applied adhesive. Tile must be set within 2 to 3 minutes after foam S. Adhere tile directly Y has been dispensed. 6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'Placement Detail' for each tile profile. Table 1: Adhesive Placement For Each Generic Tile Profile 'Tile Placemc Profile Detail Two -Piece Barrel 'S' Shaped Double Roll Large Flat Small Flat 7 Ra � l Rodriguez Placement Detail #3: Double Roll Profile PLACEMENT DETAILS (CONTINUED) 1 : luau ' odriguez Product Control No.: V3-0.3 14.1U • 9Q, MINERAL SURFACE ROOFING (ELT 2- x 10- foam Pad When applied Ml. ( 7 WHEN AOOS7ni0,R1� cwo+ t NAI 9YN I REQUIRED • SYSTEM LIMITATIONS Tile must be applied within 2 to 3 minutes of the application of Polypro0 AI1I60 adhesiwz. Polypro® A-1160 adhesive shall be installed only by. 'Qualified AppIica ;are . appro.d and licensed by Polyfoam Products, Inc: • • For adhesive set tile applications, a field static uplift test. by a Dade County accredited testing • agency, in compliance with Dady,County Protocol PA 106, shall be required al b less than th after application to confirm�ii�e >�iaiO�at thh aPresults ion has passed or' failed PA 106 testing. If Building Official and the to g the a lication fails PA 106 testing, the report shall state which portion of the test was failed; Category I (examination for loose tile) or Category (uplift 2 lift testing of tile). Subsequent to testing. the installer may repair not more than 5% of field area tiles and c 0% id f per ble ng i on ridge/rake) tile with approved tile adhesive. The installer shall place repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with this Component Approval. 5 Refer to tile Roof System Assembly Product Control Approval for system Approvals with this Component. 6. Refer to OA Prepared Roof System Assembly for fire rating. 7. Polypro®. AH I60 shall not be exposed permanently to sunlight. 8. Polypro® AH 160 shall be applied with Foampro RTF 1000 dispensing equipment only. 9. A n y amendments to these provisions shall be in compliance with Sections 203 and 204 of the South .. Florida Building Code. ti Product Control No. : 95 -0 ;14. t • h• • • ' 1.1ETiRO 0ADE r• • x . '� 1. \ Extctts '. l ions of Acceptance may be considered after a new application has been filed and the supporting ' t test reports no older than ten (10) years, have been re-evaluated. \ re -satin shall bear thc seal, signature and date of an engineer registered in the State of AU�t�cporu of g 2. ; Any rzvision or change in the materials, use, or manufacture of thc product or process shall automatically • be cause for tern nation. unless prior approval is granted for revisions or change. •• . � f�; a in Code provisions shall be grounds 3. Any unsatisfactory performance of this product or process or a chang for re-evaluation. u oses. S. 4. a This acceptance shall not be uscd as an endorsement of any product for sales or advertising p rP �, r o The 'Notice of Acceptance number preceded by thc words Dade of the Notice of Acceptance is County, Florida, and followed by the . • • rxpiration date may be displayed in advertising literature. displayed, then it shall be done in its entirety. applicant by ..j..: provided to the app roval drawings, where required for permit applications, shall be p rims need manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The p -. • 7. .;',' Pullman° comply with the Standard Conditions shall be causc for termination of thc Approval. •t 'Mr • ►• .r : ► 1: t 1 • ► 1 •► MET11OPOLI1•AN DADE COUNTY. FLORIDA :ACTRC•CAOC FLAGLER BUILDING OUILOING CODE COMPLIANCE DEPA� G07 ME fO•14 lE FLAGLER OUILDING 140 'NEST FLAGLER STREET M;AMI, FLORIDA 33130-1563 (305) 075•2901 FAX (305) X75.290a Rau odriguez pr• /uct Control Division Supervisor Date ?0 Address 1 �S NE Z`\i' Sr. Legal Description Owner / Lessee / Tenant `J11i Owner's Address 1 V 5 NNE CJ Z' St 111 cAt/� � of c=ry V � 1 c1-6-2 7��i �S 5 ( Contracting Co. e_4'f S1f rt votTilk Address ( 4 ) NE C3 j / .M (:4 TH Qualifier PoLCFT 2UCLycz( State ' b /&1 Municipal # Competency # Ins .Co. Architect /Engineer 'l'> Bonding Company NIA- Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC I ROOFING 'AVING FENCE SIGN WORK DESCRIPTION PRrrrIavC" F= s c:tce. cDc - 6-Nx9 N-3 Lt) ectpr Square Ft. loco c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is a ' a • hat all work will be done in compliance with all applicable laws regulating const• ,'' ; f on g. Furthermore, I author the above -named contractor to do the work stated. of owner and /or Condo President Sfnature of Co; ctor or Owner- Builder Date: My Commission xpires '. , o! nDPill"nded 4, „ * 800.422-1666 otary as to • , er ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE WILLIAM J KRAWIEC * * * * * * * * * * * * * * * FEES: PERMIT ;341 RADON C.C.F. Fire Zoning Buildin Mechanical Plumbing Tax Folio Master Permit # 3 7, ?/ Address ss# Phone 3C0 ° i ( (o' 4 Estimated Cost(value) 0 '° 4 4 /.4.aJ , .1/i fra ry as - Builder My Commiss A ;, .r►esMar.o7,l9gg 0 1 ii or fol 800 422455S NOTARY TOTAL DUE 114 Other Electrical Engineering METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ODL, Inc. 215 East Roosevelt Avenue Zeeland, MI 49464 Your application for Product Approval of: Aluminum Self - Flashing Curb, Plastic Domed Skylight 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: Applicant, along with ODL, Inc. Drawing No. 094 dated 8/22/94; Architectural Testing Inc. Test Report No. ATI -14093 dated 08/11/94, signed and sealed by Allen N. Reeves, P.E. 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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting 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. Acceptance No.:94 0901.18 (supersedes No.: 93 0913.06) Dia.• en., P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Expires:12 /13/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET 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. Approved: 10 /31/94 - 1 - s w anger, Director Building Code Compliance Dept. Metropolitan Dade County ODL. Inc. 1. DESCRIPTION 1.1 1.2 1.3 NOTICE OF 4. INSTALLATION 4.1 The ODL, Inc. Model DP Drawing No. 094 and this ACCEPTANCE No. : 94- 0901.18 APPROVED pCT 31 1994 EXPIRES : December 13,1996 ACCEPTANCE: SPECIFIC CONDITIONS This approves a plastic domed skylight as permitted under Paragraph 3505.4 (f) of the South Florida Building Code, and designed to comply with the Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. MODEL DESIGNATION: Model DP 2852 Extruded Aluminum Curb Polycarbonate Domed Skylights OVERALL SIZE: Nominal Dimension (Outside Curb Dimension): 2' -4" (28 ") wide x 4' -4" (52 ") high Rough Opening (Inside Curb Dimension): 1' -10 1/2" (22 1/2 ") wide x 3' -10 1/2" (46 1/2 ") high 2. MATERIAL CHARACTERISTICS 2.1. GLAZING MATERIAL: Outer Dome: 0.080" thick GE Lexan SK930 thermoformed lite. Inner Flat Sheet: 0.030" thick GE Lexan SK930 lite. 2.2 GLAZING METHOD: The exterior dome is secured to the extruded aluminum base frame using #8 x 5/8" long PPH SMS, spaced at 3" from corners and 8" on center. The exterior dome is sealed to the base with silicone sealant and the interior flat sheet is sandwiched between the exterior sheet and the base and also sealed to the base with silicone sealant. 2.3 CURB: The base consists of an extruded aluminum angle shape curb 4" high x 2 3/4" bottom leg with .055" wall thickness, aluminum alloy 6063 -T5, with continuous built -in screw spline and gutter. Constructed with mitered and welded corners. 2.4 Water Draining Holes: None 2.5 Dome Rise: 6" 2.6 Reinforcement: None 3. LIMITATIONS 3.1 All units shall be glazed only using General Electric Lexan SK930 polycarbonate sheets. skylight shall be installed in accordance with manufacturer's instructions, Notice of Acceptance. 2 Gil Diamond, P.E. Supervisor Product Control Division ODL Inc. ACCEPTANCE No. APPROVED EXPIRES -2a- 94- 0901.18 0CT31 1994 : December 13,1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 ASSIGNED ACCEPTANCE MARKINGS: Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 -94 Uniform Static Air Pressure Test PA 202 -94 AAMA 1600 -90 5.2 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". In addition to the acceptance markings, the skylight shall be labeled in accordance with ANSI Z35.1 -72 "Specifications for Accident Prevention Signs ". See AAMA- 1600 -90 for typical label. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive skylights; mean roof height, length and width of building. 6.2 This revision supersedes the Notice of Acceptance No.93- 0913.06 issued December 13, 1993. it Diamond, Supervisor Product Control Division TEST ! TEST LOAD DESIGN LOAD LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY ATI -14093 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (Gravitational) P +104 PSF ATI -14093 +80 PSF ATI -14093 CYCLIC WIND PRESSURE TEST I SFBC PA 203 -94 (Uplift) NEGATIVE -104 PSF ATI -14093 -80 PSF ATI -14093 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (Gravitational) POSITIVE +240 PSF ATI -14093 +80 PSF ATI -14093 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (Uplift) NEGATIVE -160 PSF ATI -14093 -80 PSF ATI -14093 WATER RESISTANCE (PSF) I ASTM E 331 -84 (No uncontrolled leakage) 12 PSF ATI -14093 80 PSF ATI -14093 AIR INFILTRATION @ 1.57 PSF I ASTM E 283 -84 (< 0.5 CFM/FT) 0.01 CFM/FT ATI -14093 FORCED ENTRY RESISTANCE (FER) N.R. DESIGN PRESSURE RATING +80 PSF -80 PSF METHOD OF ATTACHMENT: # 8 x 1 1/4" Phillips Pan Head SMS At 3" from corners and 8" O.C. max. ODL, Inc. 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE : - 2b - ACCEPTANCE No. APPROVED EXPIRES SPECIFIC CONDITIONS RESULTS: 94- 0901.18 OCT 311994 : December 13,1996 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 of Plastic Domed Skylight, prepared by Architectural Testing, Inc., Report No.ATI- 14093, dated 08/11/94, signed and sealed by Allen N. Reeves, P.E. 8.2 Drawing: 8.2.1 Drawing No. 094 "Model DP Skylights" , Sheet 1 of 1, prepared by ODL, Inc., (8/22/94). 8.3 Material certification: 8. 3.1 Notice of Acceptance No. 94- 0203.02 dated 03/28/94 issued Gen ral Electric Pl. tics for Lexan Sheet Plastics, various compounds. / it Diamond, P.E. upervisor Product Control Division 22 1/2X22 1/2 2828 28 X 28 4 22 1/2X34 1/2 2840 28 X 40 5 22 1/2X46 1/2 2852 28 X 52 6 ODL, Inc. ACCEPTANCE No. : 94- 0901.18 MODEL DP SKYLIGHTS - ALUMINUM CURB - .080 POLYCARBONATE OUTER DOME .030 INNER SHEET - FASTENING TO ROOF $$8 X 1 1/4' SCREWS 3' FROM CORNERS AND 8' O.C. - SIZES ROUGH OPENING • NOTE: APPLICATIONS FOR BUILDING PERMIT SHALL BE ACCOMPANIED WITH 2 SETS OF THIS DRAWING AND SHALL BE APPROVED BY THE ARCHITECT OR PROJECT ENGINEER ALONG WITH ANY PERTINENT CONSTRUCTION DETAILS. - 2c - APPROVED MODEL A X B D OCT 311994 EXPIRES : December 13,1996 NOTICE OF ACCEPTANCE : SPECIFIC CONDITIONS Typical Cross Section Gil Diamond, P.E. Supervisor Product Control Division Revised 9 -20 -93 3 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 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report 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 in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as jell as approved drawings and other documents, PP w PP g where it applies, shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for P Y o termination of Approval. it Diamond, P.E. Supervisor Product Control Division ECN REV DESCRIPTION CHG BY APPD BY DATE O incorporated ZEELAND. MI SAN DIEGO. CA ATLANTA, GA DALLAS. TX PORTLAND. OR 4 © COPYRIGHT 1 INCOR— PORA THI DRAWING IS THE PROPERTY OF ODL INCORPORATED AND EMBODIES CONFIDENTIAL IN— FORMION, RADE SECRET FORM A /OR KNOW —HO W WHICH IS THE PROPERTY OF ODL INCORPORATED. BY ACCEPTING THIS DRAWING, THE RECIPIENT AGREES NOT TO PROVIDE. OR OTHERWASE MAKE AVAILABLE, THE DRA WI, R Y INFORMATION OR KNO O —HOW AN EMBODIED THERE— IN, TO ANY THIRD PARTY WITHOUT PRIOR WRITTEN AUTHORIZATION DWN BY DA /94 DESCRIPTION SKYLIGHTS ODL INCORPORATE D 4DATE CHK BY UNLESS OTHER CIFIED TOLERANCES ARE: .000 ± - -- FRACTIONS ± -- .00 ± __ .0 t__ ANGLES f - -- SCAL E N ONE SHEET 1 OF 1 DRAWING NO. 094 D A D E C 0 U N T Y 22 1/2X22 1/2 2828 28 X 28 4 22 1/2X34 1/2 2840 28 X 40 5 22 1/2X46 1/2 2852 28 X 52 6 o 0 o a a o a a 7 ROUGH OPENING B 1 MODEL DP SKYLIGHTS - ALUMINUM CURB - .080 POLYCARBONATE OUTER DOME .030 INNER SHEET - FASTENING TO ROOF #8 X 1 1/4' SCREWS 3' FROM CORNERS AND 8' 0.C. -SIZES MODEL A X B D NOTE1 APPLICATIONS FOR BUILDING PERMIT SHALL BE ACCOMPANIED WITH 2 SETS OF THIS DRAWING AND SHALL BE APPROVED BY THE ARCHITECT OR PROJECT ENGINEER ALONG WITH ANY PERTINENT CONSTRUCTION DETAILS. APPROVED AS COMPLYING WITH THE SOUTH I'IDA :UILDING CODE DAT 3! - 19 BY PRODUCT CONTROL OIVIS.ON BUILDING CODE MP IANCE OFFICE ACCEPTANCE NO. 7 `Q9Q / J9 15906-000 ELECTRICAL .LV,I,I, Minimum Fee QTY TYPE Dryer QTY TyrE Outlet, Appliance ()ry TYI Service Repair Q . LV . A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violatio_is Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Colnpactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Det p Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE QTY Minimum Fee TV,I,E Condensate Drain ()Ty. TYPE Q.I_V. Generator TYPE Q.LV. Refrigeration, Tons A/C Central, Tons Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate Q'I'Y. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TV'PE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY 1 DATE Zoning , 2 �� 1 7 /I 0; Electrical 1 Mechanical 1 Plumbing 1 Fire 1 Public Works 1 Structural ( r Building Official i 7/ Z Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) L1 FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review ISSUING OFFICIAL REVIEWED AND PREPARED BY: ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (Ne Construction) ❑ OTHER $ L9Ao C� a $ 10050 N.E. 2ND AVE., MIAMI SHORES, FL • • o 0 (Specify & Attach) (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) , TOTAL $ ° DATE: CONDITION OF APPROVAL Revised July 2001 (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: FIRESTONE MODIFIED BITUMEN Manufacturer of Roof System Assembly: FIRESTONE Product Control Approval Number: 94- 0728.09 System Number from Product Control Approval: E (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification.) (Note: If a mini um roof system is to be applied, describe all components within the system and list the manufac of each component. ASO NOT complete this section of stem is Product Control A proved.) FIRESTONE 75 LB MB Fastene 7/8" N Ply Sheet(s): Cap Sh t: FIRESTP 180 G Asphalt: (Note: No insulation sys is acceptable under the minimum roof category.) Built -Up Applicatio and Modified Bitumen Systems Care Sheet Metal Florida, Inc. j Page - 1 Care Sheet Metal Florida, Inc. Complete the following for all Roof System Assemblies: (Check one of the following) Recover (l Re -roof ® New Construction n 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 ASTME907 test report.) Proposed Fastener: Has the deck been examined for moisture? (Provide data confirming compliance with Section 3401.9(c).) THE SYSTEM: 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: W oo Deck: (Briefly describe) l X l tuna ' o un a Insulation: (Type, size and method of attachment, if applicable) Base Sheet or Ply: (Type and method of attachment) N14 ¢ g /4- i p7' ---111- 7.‘ lb A,cs 05 ietsc Built -Up Applications and Modified Bitumen Systems Page -2 • Care Sheet Metal Florida, Inc. Ply Sheet(s): (Type and method of attachment) Top Ply: (Type and method of attachment) /0J, g, F7.P. s�-� 85 & Surfacing: (Type, if applicable) Flashing Materials: (Type and method of attachment) s°$ 6ra'(-1 1 ( Built -Up Applications and Modified Bitumen Systems Page -3 Care Sheet Metal Florida, Inc. indhes in es 1 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Rooting Component not used in Roof System Assembly, fill in with "N /A ".) in es Surfacing: (briefly describe, if applicable) Top Ply: FIRESTONE 180 GRANULATED Bonding Material: d}34, PIy Sheet(s): Bonding Material: % le, Fastener: (if base sheet mech.attached) Base Sheet: FIRESTONE LB MB 84,5e Bonding Material: Of base sheet bonded) Fastener: (if top insulation layer mech. attached) Top Insulation Layer: (if applicable) Bonding Material: (if top insulation layer bonded) Fastener. (if insulation mech. attached) Insulation: Bonding Material: (if insulation bonded) Vapor Retarder: (if applicable) lic Primer: (if applicable) Built -Up Applications and Modified Bitumen Systems DECK: Type: (� B Gauge or Thickness1 x to Density, if concrete deck: Page -4 Care Sheet Metal Florida, Inc. Coping Cap Gauge: Fastener Spacing Clip Type: Clip Gauge: 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 - blodcing attachment. PERIMETER DETAIL #1: Parapet Wall Detail Deck Type: Sketch Roofing Components which make up Roof System Assembly a Perimeter Parapet Walls. Insect leaders indicating Roofing Component names, dimensions, thicknesses, etct Include fastener type and spacing used for wood - blocking attadunenrt. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Care Sheet Metal Florida, Inc, Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofmg Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attadunent. Fastener Spacing: Gravel St p Edge Gauge: 21 o.c. Clip Type: Clip Gauge: ,/ _,�ix ° ��Jds / e/ - P / 7,IL -WM_ IL Deck Type: h e x, PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofmg Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. Gutter Type: Gutter Gauge: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail Built -Up Applicaitons and Modified Bitumen Systems Page - 6 Care Sheet Metal Florida, Inc. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter condition which may exist. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofmg Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exist. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Built -VP itieggib#PATOiktiffitecitilitiWn Systems Page - 7 Care Sheet Metal Florida, Inc. 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: C Classification Category: At Hurricane Oceanline? Y 110 N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL rn 1 I feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 i Care Sheet Metal Florida, Inc. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop 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) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page - 9 Care Sheet Metal Florida, Inc. Job Address: JIM SWANER Contractor: CARE SHEET METAL FLORIDA, INC 1145 NE 92ND STREET The undersigned certifies that the Roof 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 ' z. r 0 who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this a day of ( 19 � Aviv L P49( J KRAWIEC * lh ,i ) My Commission CC443805 1 * Expires Mar. 07, 1999 My commission expires Licensed Contra Signa State of Florida ner Built -Up Applications and Modified Bitumen Systems Page - 10 Firestone Building Products Company 525 Congressional Boulevard Carmel, IN 46032 Your application for Product Approval of Firestone Modified Bitumen Roofing Systems under Chapter 8 of the Metropolitan Dade County Code governing the use'pf Alternate Materials and types of Constriction, and completely described in the plans, specifications and calculations as subrnitted by Factory Mutual Research Corporation, South Florida Testing Service and Underwriters Laboratories, 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 incur d by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: EXPIRES: 94- 0723.09 APPROVED: AUG 1 5 1994 BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO.OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 00100.1563 PRODUCT CONTROL. NOTICE OF ACCEPTANCE FAX (305) 375.2908 AUG 1 5 1 g g 7 METROPOLITAN DADE COUNTY, FLORIDA METRO.OAOE FLAGLER BUILDING Gil Diamond, P.E. 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 Departrent Metropolitan Dade County Lightweight Concrete (or Gypsum) Deck' Specifications L- M30 -M, L- M32 -G, L- M33 -M, L -M36 -M Firestone SBS Membrane Asphalt Firestone MB or Venting Base Sheet Gypsum or Lightweight Concrete Deck Slope Positive drainage up to 1 inch per lineal foot. For slopes above 1 inch per lineal foot, fastening of the Firestone SBS membrane is required. Material Requirements Per 100 Sq. Ft. Firestone MB or Venting Base Sheet .'1 Ply Firestone SBS, Firestone SBS Smooth, Firestone SBS Premium or Firestone SBS Premium FR 1 Ply Deck: The lightweight concrete or gypsum deck must conform to Firestone general requirements. (Sec General Requirements Section 2.) Asphalt: The asphalt shall be certified by the manufacturer to meet ASTM D 312, Type 111 or IV. Application shall be EVT ± 25 °I or 400 °F whichever is greater at the point of application. Base Sheet: Starting at the low point of the roof,'install 1 ply of Firestone MB or Venting Base Sheet by rolling out the sheet dry over the roof deck. The base sheet must be mechanically attached in accordance with Firestone Specifications. 'The first sheet of Firestone MI3 Base Sheet shall be a half width to assure a stagger with the Firestone SBS cap sheet. The base sheet and cap sheet shall maintain a n111610010 stagger of 12 inches for all laps. (See General Requirements Section 8.) Firestone SI3S Membrane: Starting at the low point of the roof, install one layer of Firestone SBS Membrane. The Firestone SUS Membrane must be fully adhered to the base sheet by using approxi- mately 25 lbs. (± 15%) of Type 111 or IV asphalt per 100 sq. ft., ensuring proper adhesion by applying positive downward pressure on the roll during installation. Firestone SBS Smooth Membrane must receive a flood coat and gravel surface. (See General Requirements Section 9.2.) Flashing: The flashing material shall be Firestone SBS Membrane. (See General Requirements Section 10.) 1Varranly Max. Iced Spec. No. Shield Term L -M30 -M 10 L -M32 -G 10 L -M33 -M 10 L -M36 -M 10 Requirement to upgrade to 12 years: • A fully stopped Firestone MB Base Sheet is required over the mechanically fastened MB or Venting Base Sheet. Requiretuents to upgrade to 15 years: • New construction or tear -off. • Mop a Firestone SBS Base Sheet over the Firestone MB or Venting Base Sheet. (FM approved fasteners) • Note: Two layers of SI3S requires Type IV asphalt with maximum slope of 1/2" per foot. rWood (or Cementitious woodfiber) Deck Specifications W- M30 -M, W- M32 -G, W- M33 -M, W -M36 -M Firestone SBS Membrane Asphalt Firestone MB Base Sheet Slope Positive drainage up to 1 inch per lineal foot. For slopes above 1 inch per lineal foot, fastening of the Firestone SBS membrane is required. NI:Aerial Requirements Per 100 Sq. Fl. Firestone MB Base Sheet 1 Ply Firestone SAS, Firestone SI3S Smooth, Firestone SBS Premium or Firestone SBS Premium FR I Ply Deck: The wood or cementitious woodfiber deck must conform to Firestone general requirements. (See General Requirements Section 2.) Asphalt: The asphalt shall be certified by the manufacturer to meet ASTM 1) 312, Type 111 or IV. Application shall be EVT ± 25 °I' or 4(10 °F whichever is greater at the point of application. Base Sheet: Starting at the low point of the roof, install 1 ply of Firestone MB Base Sheet by rolling out the sheet dry over the roof deck. The base sheet must be mechanically attached in accordance with Firestone Specifications. The first sheet of Firestone MB Base Shea shall be a half width to assure a stagger with the Firestone SI3S cap sheet. 1'he base sheet and cap sheet shall maintain a mini- mum stagger of 12 inches for all laps. (See General Requirements Section 8.) Firestone SI3S Membrane: Starting at the low point of the roof, install one layer of Firestone SBS Membrane. The Firestone SI3S Membrane trust be fully adhered to the base sheet by using approxi- mately 25 lbs. (± 15%) of Type III or IV asphalt per 100 sq. ft., ensuring proper adhesion by applying positive downward pressure 011 the roll during installation. Firestone SBS Smooth Membrane must receive a flood coat and gravel surface. (See General Requirements Section 9.2.) Flashing: The flashing material shall be Firestone SBS Membrane. (See General Requirements Section 10.) Warranty Max. Red Spec. No. Shield 'Term W -M30 -M 10 W -M32 -G 10 W -M33 -M 10 W -M36 -M 10 Requirement to upgrade to 12 years: • A fully mopped Firestone MB Base Sheet is required over the mechanically fastened Firestone MB Base Sheet. Requirements to upgrade to 15 years: • New construction or tear -off. • Mop a Firestone SBS Base Sheet over the Firestone MB Base Sheet. (FM approved fasteners) • Note: Two layers of SBS requires Type IV asphalt with maximum slope of 1/2" per foot. 1 12/29/1994 11:04 813 -854 -3169 - Pate 6 1 Ttahl u d trill be 4 r►ax yev h+ SYSTEM' MEMBRANE: taECK: MAX. wag );, LASS IIEXE A C Insulation* (optional) any thickness a) Any UL Clasaitled (e><cept phenolic) Barrier Bondi (may be placed above or below the insulation. :Hurd ws be pltxcd above the polystyrene) a) 1/2" water resistant gypsum ( "green board ") Base Sheet: a) Type 01. 02, 03 t») Firestone MB Base Sheet Membrane: heat fused Surfacing* a) Karnak "No. 97" or "No. 169" 1 gal/eq. b) Karnak "No. 97 AF' 0 1-1/2 gaUsq. 1/3 A C Insulations (optional) any thickness a) Any Ul+ Ciauitied (except phenolic) Barrier Board( (may be placed above or below the Insulation, if polystyrene is used barrio board at s be placed above the polystyrene) a) 1/2" regular wallboard gypsum ("Dens Base Sheer: -^ n) Type 01, 02, 03 b) Firestone MB Base Sheet Membrane* beat fused Surfacing: a) Karnak "No. 97" or "No. 169" 1 gal/sq. b) Karnak "No. 97 AF" (1 1 -1/2 gal/sq. 1/2 11 C Dale Sheen 2 layers (11M or MA) • OCF "No. 28" c) GAF "GafgIu" b) Manville "t0lestxse" (1) Firestone MB Base Sheet Membranes heat fused Surfacing 1. Karnak "No. 97" @ 1 gal/sq. 1/2 D C Base Shut: one or more (HM or MA) 1/0" TG a) Firestone MB Base Sheet b) Any UL Classified G -2 (grin. weight 231► /sq.) Membrane' boat fused (one to moo layers) Surfacing* . a) . Kum* k 97 @ 1 gaWaq b) Kerttisk 97AF @ 1 1/2 gaUaq 'Karnak No. 81 Modified Bitumen Adhesive may be mod all at alternate method of auacbment for the modified bitumen ntenibrane, 1c the following bellssted oe heal fulled ,ystgnts. An Rddit*gnal ply of Fiseeteat• AM' 160 may be used In any of the following modified bitumen ;yowl. Unless otherwise Indicated. insulations In any modified 6ltuuten sy•cem may be mecbgralcally (atoned. bot mopped, or secured with Ul• C lu,llied Cold Adhesive to listed undor Adhesive,, ,Roof thick Commotion Material. Assemblies listed may 1301 bi eppllosble by Firestone APP 160, AP? 170 or APP 110 Installs g sidelines. Consult Technical 8errleee for clarification. Post -it' Fax Note To t:oiUep Phone N 0 ADIIERED w /SUKFACINGS FIRESTONE API' 160, APP 170 OR APP 180 COMBUSTIBLE (C) OR NUN - COMBUSTIBLE (NC) Ass FI►igj,xl 7671 (illlff.Gl 111_ UL CLASS A. t1. C 1 nges 1 Unto f .. 3 From A Co Ms,a t C. Phone 11 P/A6E 61 6 UL Item X1.4, A,FA,31 If polystyrene is used barrio A,FA,3 (I,F A,07 II,FA,11 NN Maraelna Communication Oepartn, tt 10f Issued 1- 10.9' Applicant: Firestone Building Products Company 525 Congressional Boulevard Carmel, IN 46032 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL • Category; Membrane Roofing Systems Sub - Catego Built -up Roofing Tvpe: Modified Bitumen Sub -Tvpe: APP /SBS System Description Firestone Building Products Co.; is a producer of asphaltic and synthetic roof membranes and insulation products marketed nationally. • Firestone produces a wide range of roof products for build -up and modified bitumen roofing systems.. The modified bitumen products include both APP and SBS products in smooth, granule, and fire rated versions. Firestone Building Products Co., products are distributed through a network of roofing wholesale distributors throughout the South Florida area. Firestone modified bitumen membranes have been tested in compliance with ASTM D 5147 and with ASTM E 108 test requirements. Contact: Greg Brandt Manager, Codes Dept. (317) 575 -700Q ext. 7199 Acceptance Number: 94 -072 .09 " 9 Approved: • AUG Expires: ;tic 1 5 1 9 7 Insulation Types: Material Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Extruded Polystyrene (REPS) Maximum Design Velocity Pressures Wood -45 psf Steel -45 psf Concrete -45 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Design Velocity Pressure • Product Control No.: 94 0728.09 Material Classification Wood `, Class A Steel Class A Concrete Class A Lightweight Concrete 'Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design velocity pressures and the Underwriters Laboratories. Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Gil Diamond, P.E:' 2 Product APP 180 APP 170 APP 160 MB Base Sheet SBS SBS PR SBS Premium FR SBS Base Sheet SBS Smooth SBS Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 39.4" x.33'10" ASTM 5147 Gil Diamond, P.Eit 3 Product Control No.: 94- 0728.09 Test Product Dimensions Specification Description 39.4" x 32'10" ASTM 5147 Polyester reinforced modified bitumen, granule surfaced membrane. Torch applied. 39.4" x 33'6" ASTM 5147 Polyester reinforced modified bitumen membrane. Torch applied. 39.4" x 32'10" ASTM 5147 Polyester reinforced modified bitumen membrane. Torch applied. 36" x 108' ASTM 5147 Fiberglass reinforced base sheet, asphalt coated on both sides. Applied in hot asphalt or mechanically attached. 39.4" x 33'10" ASTM 5147 Granule surfaced, modified bitumen membrane reinforced with non -woven polyester mat. 39.4" x 33'10" ASTM 5147 Ceramic granule surface, modified bitumen membrane reinforced with non -woven polyester mat. 39.4" x 33'10" ASTM 5147 Ceramic granule surface, fire rated, modified bitumen membrane reinforced with non -woven polyester mat. 39.4" x 50' ASTM 5147 Fiberglass reinforced SBS base sheet. Applied in hot asphalt or mechanically attached. 39.4" x 33'10" ASTM 5147 Smooth surfaced, modified bitumen membrane reinforced with non -woven polyester mat. Applied in hot asphalt. Granule surfaced, modified bitumen membrane reinforced with polyester mat. Applied in hot asphalt. Test Product Product Diinensions Specification Description SBS Glass , 39.4" x 33'10" ASTM 5147 Fiberglass reinforced, granule surfaced, modified bitumen membrane. Applied in hot asphalt. . • SBS Glass FR 39.4" x 33'10" ASTM 5147 Granular surfaced, fiberglass reinforced, fire retardant, modified bitumen membrane. Applied in hot asphalt. fSO 95+ various PA 110 Polyisocyanurate foam insulation. ISO 95+ GL various PA 110 Polyisocyanurate foam insulation. . ISO 95+ GW various PA 110 Polyisocyanurate foam insulation. Rhoflex various PA 110 Polyisocyanurate foam insulation Rhoflex GL various PA 110 Polyisocyanurate foam insulation. Rhoflex GW various PA 110 Polyisocyanurate foam insulation. Fiber.Top Wood Fiber various PA 110 High density wood fiber insulation. ISO 95+ Composite various PA 110 Polyisocyanurate foam / perlite insulation. Rhoflex Isocyanurate various PA 110 Polyisocyanurate foam / perlite Composite insulation. Polymer Fastener Polymer Plate Firestone AP Fasteners Firestone HD Fasteners Product Control No.: 94- 0728.09 PA 114 11/16" diameter, glass reinforced nylon fastener for gypsum or cementitious wood fiber decks. PA 114- 3" square, galvalume plate for use with the Polymer Fastener. PA 114 #14 -I3 flourocarbon polymer treated, all purpose fastener. PA 114 Gil Diamond, P.E.' 4 #15-I3 flourocarbon polymer treated, heavy duty fastener. i is • • • Test Product J?imensiona Specification Firestone Concrete PA 114 Drives Firestone Insulation 2 7/8" hex plate PA 1 14 Galvalurne hex plate for insulation Plate attachment. Gil Diamond, P.E 5 Product Control No.: 94- 0728.09 Product Description 1/4" diameter concrete deck fastener. ,�. 6 Product TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS I'yrox various PA 114 Polyisocyanurate foam Apache insulation Product Control No.: 94- 0728.09 Test Product Dimensions Specification Description Manufacturer APOC 212 PA 121 Aluminum roof coating. • APOC, Subsidiary of Gardner ACFoaw 1 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoani 1I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy - Tec various PA 11 Polyisocyanurate foam Celotex Corp. insulation Hy -Tec 2 various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation VaporBar GB 36" x 103' ASTM D 4601 G2 fiberglas base sheet Celotex Corp. Channel -Vent GB ASTN1 D 4601 Glass mat with mineral Celotex Corp. granules Dekfast Fasteners PA 114 Insulation fastener Construction g14 Fasteners Inc. Dekfast Fasteners PA 114 Insulation fastener Construction ::15 HD • Fasteners Inc. Dekfast Hex Plate PA 114 Galvalurne stress plate for Construction • Gil Diamond, P.E 6 • use with Dekfast Fasteners Fasteners Inc. „ • •%•:,r Product • TPR Fastener FM -45, FM -60, FM -90 Fasteners and FM -30 Disc F 900 ISO 95+ Composite various Rhoflex Composite Rhoflex GL GAF Stratavent GAFgIas 6192 -900 Test Dimensions Specification various various PA 114 Lightweight insulating Creative concrete deck fastener Construction ••• Components PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete decks PA 121 PA 110 ISO 95+ GL various PA 11Q IS0 95+ GW various PA 110 PA 110 Polyisocyanurate foam / ' Firestone perlite insulation PA 110 Rhoflex GW various • PA 110 PA 121 Product Description Roof emulsion Polyisocyanurate foam / perlite insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation GAFGLAS 11 75 3' x 108'; Roll ASTM D 4601 G2 Fiberglass base sheet weight: 75 lbs. ASTM D 4601 Asphalt coated, granule surfaced, glass mat ASTM D 4601 Glass mat base sheet Roof coating Gil Diamond, P.E. 7 • Product Control No.: 94- 0728.09 Manufacturer Fields Firestone Firestone Firestone Firestone Firestone GAF Materials Corporation GAF Materials Corporation GAF Materials Corporation Gibson- Homans • . Test Product Product Dimensions Specification Description Manufacturer Durakote /1151 PA 121 Roof coating Gilsonite Asphalt Primer ASTM D 41 Asphalt Primer generic Asphalt ASTM D 312 Type 11I or IV Hot asphalt , generic bitumen adhesive High Density Wood various Fiberboard PA 110 Wood fiber insulation generic board • Perlite Insulation various PA 110 Perlite insulation board generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails. Minimum # PA 114 , Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular generic I s /, discs. Base Sheet ASTM D 4601 G2 Base sheet generic Type II Product Control No.: 94 0728.09 Type X Gypsum various Fire resistant rated gypsum generic Henry 520 PA 121 Aluminum roof coating Henry Co. Iso-Lite E various PA 110 Polyisocyanurate foam International insulation Permalite Roofgrip Fastener PA 114 Insulation fastener ITW Buildex #14 Flat Metal Plate 3" square PA 114 • Galvalume plate for use ITW Buildex with Buildex Roofgrip Karnak No. 169 ASTM D 2824 Aluminum roof coating Karnak Corp. Gil Diamond, P.E. 8 Product Karnak 97 AF Karnak 97 Barrier Board Plus various E'NERG'Y PSI -25 various PA 110 E'NRG'Y -2 Olympic Fastener trs14 Olympic Metal Plate Olympic CR Fastener • CR Base Sheet Disc Olympic Strap Toggle Fiberglas Test Dimensions Specification various various PA 121 PA 121 PA 110 PA 110 PA 1.14 PA 114 PA 114 Product Description Roof coating Roof coating Polyisocyanurate foam / wood fiber insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation • Insulation fastener Insulation fastener Multi-Max FA various PA 110 , , , Polyisocyanurate foam RMAX insulation Product Control No.: 94- 0728.09 Manufacturer Karnak Karnak NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Metal plate for use with Olympic Olympic fasteners Manufacturing ' Group, Inc. PA 114 Insulation fastener Olympic assembly for lightweight Manufacturing concrete Group, Inc. PA 114 Galvalume disc for use with Olympic Olympic CR Fastener Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. PA 110 Fiber glass roof insulation Owens- Corning Fiberglas Corp. 6 i 2 ,/ , . iiiv Gil Diamond, P.E. F. 9 Product UltraGard Gold II various PA 110 I n s u l -F S Vapor Chan Rawl Spike Rawl Fasteners 1114 Test Product Dimeusiohs apcilication Descrivtion 3" square PA 114 ASTM D 4601 Glass mat coated with Tamko mineral granules PA 114 > , Insulation fasteners Gil Diamond, P.C.' I0 Product Control No.: 94- 0718.09 6 Manufacturer Glasl3ase 36" x 108' ASTM D 4601 Type 11 asphalt Schuller impregnated and coated International • •• glass fiber base sheet GlasKap 36" x 36" ASTM D 3909 Asphalt impregnated and Schuller coated felt surfaced with • International mineral granules for use as top ply PcrmaPly 28 36" x 324 sq. ASTM D 4601 Glass fiber, asphalt Schuller ft. impregnated base sheet International Inc. Polyisocyanurate foam Schuller insulation International Inc. UltraGard II various PA 110 • Polyisocyanurate foam Schuller insulation International Inc. Ventsulation 36" x 36' • ASTM D 3909 Asphalt coated, granule Schuller surfaced, glass mat with 1" International grid embossed waffle pattern for venting Insul - Fixx Fastener PA 114 Insulation fastener ' SFS /Stadler Galvalurne stress plate SFS /Stadler use with Insul -Fixx Fasteners PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck The Rawlplug Company Inc.- C Product Rawl Fasteners ':12 Rawl Speed -Lock Toggle Bolt Rawl Drive Rawlite Plate • Tru -Fast CF Fasteners Tru -Fast Fastener 1-1.D Test Product Dutlensiona Specification Description Rawl Metal Plate 3" round PA 114 I'A 114 Insulation fasteners The Rawlplug Company Inc: PA 114 Insulation fastener assembly PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck Rawlite PA 114 Insulation fastener for The Rawlplug cementitious and gypsum Company Inc. decks 3" round PA 114 • Plate for use with Raw lite. The Rawlplug fastener Company Inc. PA 114 PA 114 Insulation fastener with Tru -Fast plastic or steel plate > a , Galvalume stress plate for Rawl 1112 and 1114 Fasteners Insulation fastener with steel or plastic plate for concrete GII Diamond, P.E." 11 1 , 1 ✓ 4� ti // . // r Product Control No.: 94- 0728.09 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. Tru -Fast 6 Test Agency Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation • Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Muttial Research Corporation South Florida Test Service . Underwriters Laboratories Undenvriters Laboratories Underwriters Laboratories . TEST REPORTS Test Identifier Description J.I. 1N6A6.AM Standard 4470 J.I. 1Q3A2.AM J.I. I T8A I .Alva J.I. 1T8A2.AM J.I.OWVIA8.AM Letter Letter, Letter FBPC- l X -1185 R9516/88NK22533 R9516/88NK28925 R9516/89NK18670 Class 13 Standard 4470 Standard 4470 Standard 4470 Standard 4470 Approval Extension Approval Extension Name Change ASTM G 26 -90 Class A Class A Oil Diamond, P.E. 12 Product Control No.: 94-012'8.09 10/08/90 07/30/91 . 07/23/91 12/07/92 12/03/92 • 03/19/91 06/15/90 09/10/92 11/30/83 03/29/89 04/02/90 Date 01/10/89 • Test Agency . , Vest Identifier Description Date Uudenvriters R9899 Class B 05/12/88 Laboratories Underwriters R9899/86NK8498 Class A 08/14/86' Laboratories Underwriters R9899/87NK7630 Class A 11/03/87 Laboratories Uudenvriters R9899/88NK7005 Class 13 03/29/88 Laboratories Underwriters R9899/81NK25749 Class C 08/26/82 • Laboratories Underwriters Letter Name Changes 02/08/90 Laboratories 7 7 • Gil Diamond, P.E. 13 Product Control No.: 94- 0728,09 6 • • Membrane Type: Deck Type Deck Description: System Type E: A11 General and System Limitations apply. $ase Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure; Maximum Fire Classification: Maximum Slope; Specification No.: Wood Deck System Limitations: SBS Wocxl, Non - insulated "/ „” or greater plywood or wood plank decks Base. sheet mechanically fastened. One ply of Firestone MB, Firestone SUS Baso Sheet, .Celotex Vaporbar GB, Manville GlasBase, GAF GAFglas or Pcrmo Ply 28 with a 4" side lap mechanically fastened to the deck as below: • 13ase sheet shall be lapped 4" and fastened with approved roofing nails and tin craps 9" o.c. in the lap and two rows staggcrcd in the center of the sheet 12" o.c.. (Optional) One of SBS Smooth or SBS Base sheet adhered in a full mopping of approved asphalt at an application rate of 25 lb. /sq. b 15 %. One ply of Firestone 5135, SBS FR, SBS Smooth, SBS Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt at an application rate of 25 tbs.sq. * 15 %. (Optional) Install one of the following: I. Gravel or slag at 400 lb.and 300 lb., respectively, set' in a pour coating of type 111 or IV asphalt at 60 lb. /sq.. 2. Karnak No. 97, No. 97 AF at an application rate of 1 gal. /sq.. -45 psf 1 'A'; see General Limitation #2. 1:12; see General Limitation in. 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. . ' C(I Diamond, P,E. 37 \ ' . • Product Control No.: 94- 0728.09 • • Insulation Fastener Fastening Bate Layer Tvpe DQtail No Minimum: 3' x 4' x 1.3" Roofgrip S [2) Minimum; 3' x 4' x 1.3" Insulfixx SP [2) Minimum: 3' x 4' x 1.3" Olympic SP [2) Minimum: 3' x 4' x 1.3" Tru -Fast SP [2] Approved Type(s): ISO - Lite E Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1,3" Minimum: 3' x 4' x 1.3" Approved Type(s): Multi -Max Minimum: 3' x 4' x 1.5" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3 Minimum: 3' x 4' x 1.3 Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Approved Type(s): RIroilex Minimum: 3' x 4' x 1.2" Minimum: 3' X 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Minimum: 3' x 4' x 1.3" Firestone SP Dekfast SP Gripdeck S Roofgrip S Insulfbo SP Olympic SP Tru -Fast SP Firestone SP Dekfast SP Gripdeck S Roofgrip S Insulfrxx SP Olympic SP Tru -Past SP Firestone SP Dekfast SP Oripdeck S Roofgrip S Insulfrxx SP Olympic SP Tni -Fast SP Approved Typv(a): * Rtioflex GL, GW Minimum: 3' x 4' x 1.4" Firestone SP Minimum: 3' x 4' x 1.3" Dekfast SP Minimum: 3' x 4' x 1.3" Gripdeck S Minimum: 3' x 4' x 1.3" Roofgrip S Minimum: 3' x 4' x 1.3" lnsulfixz SP Minimum: 3' x 4' x 1.3" Olympic SP Minimum: 3' x 4' x 1.3" Tru -Fast SP [ [ [2] [ [ [ [2] ( (2) [ ( [2) [ ( [2) ( [ ( • t2] [2] [2] [ ( [ (2) [2) 'Gil Diamond, P.E. 39 Product Control No.: 94. 0728.09 Fasteners PerPer Buard_ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Fastener Density 1:2.4 ft' 1:2.4. ft' 1:2.4 ft' 1:2.441' -. 1:2.4 ft' 1:2.4 ft 1 :2.4 ft' 1:2.4 ft'. 1 :2.4 ft= 1:2.4 ft' 1:2.4 ft' 1:2.4 ftt 1:2.4 ft' 1:2.4 ft: 1:2.4 ft' 1:24 ft' 1:2.4 ft' 1:2.4 fti 1:2.4 ftl 1:2.4 ft' 1:2.4 ft' 1:2.4 ft' 1:2.4 ft2 1:2.4 ft' 1:2.4 ft' 1:2.4 ft' 1:2.4 IV 1:2.4 ro 1:2,4 ft 1 :2 :4 ft' 1:2.4 ft' GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, July 14, 1998 Mr. John Baron JOHN BARON ROOFING CONTRACTOR 2270 W. 78th Street Hialeah, FL 33010 Re: Permit No.: Jim Swayner Residence 1145 N.E. 92 Street Miami Shores, FL Dear Mr. Baron: /II/1Itltr' 1 25A\\\� 111111•111111 a �1111r47II DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING In accordance with your authorization, DYNATECH ENGINEERING CORP., performed an uplift test in compliance with protocol PA -106 and the South Florida Building Code on July 13, 1998 at the above referenced project. Dynatech Engineering Corp., is a Certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one story residence at the above referenced project. The subject roof consisted of Double Roll roof tiles with polyfoam set. On July 13, 1998 our field engineer lisited the site and conducted (48) uplift test on the roof tiles at the locations indicated on the attached sketch. All tests were performed according to the South Florida Building Code Section 3404.3 and protocol PA -106 using a Humboldt scale model H- 4620. The following is a summary of results: Field Test Results are: Field Uplift Test Test No. Test Location Pull Test Result 01 - 28 F See Attached Diagram > Than 40 LBS Passed 29 - 32 P See Attached Diagram > Than 40 LBS Passed 33 - 48 C See Attached Diagram > Than 40 LBS Passed 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 Page No. 2 1145 N.E. 92 Street Test results were found in compliance with the South Florida Building Code and Protocol PA- 106. Pursuant to section 7.3.2. of PA -106 a copy of this report shall be forwarded to the building official for his final roof top inspection. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented here, reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam N(amani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sr It u w e .s s ^ • i1 s a � 4 •a 1`1� q2 S -eECC Dynatech Engineering Corp. Client: 3 ca..4 •re.4u-I2 Project: "'c46 NB 92 STt‘sG AlAKt St�eeS . 4 i Scale: N.T.S.✓ Date: 7.13.9a ROOFING O Owner of Building Architect ,p ,, ,, Contractor e a_ Q A or Builder l )Q�j Legal Lot Description o�� jjB1. ' Address of #9s �E /) S r Building BUILDING ❑ MIAMI SHORES VILLAGE FLORIDA 19 Date ELECTRICAL ❑ PLUMBING ❑ PERMIT N_ 3 7 8 9 1 Contractor's License No. Work to be performed under this Permit // Jos 7 o3�d Subdi- vision Sq. Ft. Value of Project $ i Yoe eel / B 0 Amount ofs II Permit $ e 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 an} 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/4hown on j}e plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employ Signed • (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stri conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this perrpit I sume r • • .si.ili for all work done by either, myself, my agent, servant or employee. TRACTOR . r BUILDER BY AUTHORITY ILDING - CTJRICAL .JMBING 'OFJNG Work to be performed Hader this Permit mer of 1 ilding chitect ✓ ntractor Builder ascription idress of ilding MIAMI SHORES VILLAGE, FLORIDA n PERMIT 'N° 11381 I Lot t, , Value of / �- J Amt, of sZ /� / Project $ 61 } u � "' Permit $ r---. 0 . This permit is granted to the contractor or bui der named above to construct the building dr to install the equipment or device described in the application - efor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ._wings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any e if the work is not:idone in with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is iced is the understanding that the ,contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations `aining to the work covered hereby whether shown on the plans or drawings o 'n the stateme is or specifications and that he assumes responsibility for work e by his agents, servants or employees. CONTRACTOR OR BUILDER Bl. Subdi- vision Signed. 7 ; DATE 174 1951L Contractor's License No BY IN In consideration of the issuance to me of this permit I agrei -• perform the work covered hereunder in compliance with all ordinances and regulations fining thereto and in strict conformity with the plans, drawin_., tatements or specifications submitted to the proper authorities of Miami Shores Village. cepting this permit I assunse responsibility for all work don .y either, myself, my agent, servant or employee. J„.■ 02743 1."1'. AUTHIORITY MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT / APPLICATION FOR BUILDING PER MI Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ?• C • Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: 1145 1T d 92nd J t . ':i S Cpl Shores , Fl a. Lot LCD 24 Block 2 subdivision__BaY Street and Number where work is to be done 1145 N:' 92n St . Miami 1 Fla. :Reef +� �'� ^ - new resid ono e. One (1 `j 3© a.�a�� felt_, one (1) 901, slate and white cement shinzle tile. .Cal . a tal State work to be done and purpose of building (by floors) throuohoq be sent to 7r Zia:0 �+ "4. 7 , Date .. ::, 3 y , 19 No 1 Street St • Con '6ractor's Iac. , 0163 NT, 2nd Ave. , Miami , .F1.a. and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements $ 1,028,00 Amount of Permit $ Zone cubage required flan 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 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws df 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 s bcontractors on/work to be performed under this permit, as are licensed by Miami Shores Village. 1 Remarks (Signed) - -' .`7 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 — — -- – 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 Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Couricil Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PLANNING BOARD AGENDA OF N4`�'StAin.12 1 i, ig0 ITEM NO. Name of Owner/Applicant of Property, and /or Legal Description 1‘ 14S ' 5 i Nature of Request A ?P�Vst. -- Q� PtAtiS Present Zoning tk ~ 1• 0 74169/ Area of Present Building �q/ Area with Proposed Addition x i Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change s s 1 X co p Tc Hst t1Wr00rr AR iss = zicri T \ 6 bi = X 11 41 ALLOW APS1•* �1 wf r LAT rMOf rr'i ►� Pttofoc''�t• Council Action Required NO Date of Applicant Notification Council Action dd liami c1 pores d illage ■ Ft L. OR ID A Planning Board Action A ?? I0 1 I (TV, t A1Jtstt. �rARM'�C�t• Phone No. 1 — 1, 50k T .A-f ROOF- P4D t4 . t‘21 Director of Building and Zoning L i N 0 M."' „ ai = / ea /ti .Nft ,ra' /4 _ex /5 Tfl o`Opm ka m qc.8. f s /14 s” ./.fig'„ 9 � " — / 2 )2 z'e A'afr-m e rx,sTlNG- .fou ndation , .Jalousie 39 411r wow MIAMI -DADE - MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 130 -1 563 (3053 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Ai Tube tube i unions ('non - reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of suet product or material immediately. BCCO reserves the "right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0104.02 Expires:01 /02/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE c_tc PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02 /05/1999 odi1re • nACt c .., h. 1A:n.... n...w I of 3 Miami -Dade County Building Code Compliance Office ranclsco Quintana, R.A. Director 1. 1.1 Security Windows & Doors NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ", prepared by A1- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and appfoval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. • 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 ACCEPTANCE No.: 99- 0104.02 APPROVED i Man 1 Perez, P.E., Produ Prod ' ontrol Division FEB J 5 1999 EXPIRES January 2, 2002 ontrol Examiner • t . 1 Security Windows & Doors ACCEPTANCE No.: 99- 0104.02 APPROVED FEB 0 5 199 G EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ( Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved.. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of 3 Manuel •erez, P.E., Product Corol Examiner Produc. of Division