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ROOFINGOwner's Address Contracting Co. Qualifier State # (p Job Address a NE 101 a C� PPea0J) la5c N l al .S�rPe ,Tames D. Dheyvoae. Architect/Engineer Address Bonding Company Address Square Ft. 3k,5 cl,�g1 Signature of owner and/or Condo President to i)" Notary ps to Own:, and/or Condo President to My Co>luni ' , , "u r AI\'D A D. HART eico vi,m;: 5:t ?"3 Lr CC6237 E;;P It E:; M.,".1: 12, :L001 q s` j LOO DE9 THROUGH w's. =QC o>D:NGCO.,INCi ii.....,F. ..... FEES/PERMIT 9 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON Municipal # Competency # a Li k3e, Tax Folio 11-3a05 - oo Ss - oO a 0 ption Historically Designated: Yes No Address Ins. C Master Permit # `/ 9 (� (, q Phone 9-3v l NE ( ` 5aik A -io/ - , ''� Phone 3- 751-2 (Q /.2.. Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAcROOFIAVING FENCE SIGN WORK DESCRIPTION R erg --bow k - * 90 9z- iN 6-te MONie 1) U° -/ 5 OILL4 -9, Ce /or .- MvoLzail 4.1 (.x. Li Estimated Cost (value) L3 Eret 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 AP'NIIAVIT: I certify that all the foregoing information is accurate and that all work '11 be done in compliance all applicable laws regulating construction and zoninp�Furthennore, I authorize the above -named contractor to do the work ed. ture of Contractor or Owner- Builder .5Q 4,412,1a 41vd Notary as to Contractor or Owner - Builder My Contmi a' 1 es:. sr NDRA O. HAKI 4'15CommtssiON 4 CC6623713 MAR 12, 2001 001495) THROUGH tgroinc C.C.F. 1 /6 NOTARY 0 — Electrical BOND 3 00 TOTAL DUE yD f lad (as ei Everes-e ate ate APPROVED: Zoning Building Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. _TAXlFOLIONO.n STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: o5Q NE 1t) 2. Description of improvement: Leff-Dr- 4710 rzor DY) 3. Owner(s) name and address: Le5 (Le .1) i .:mil) NF_ /()1 d 3-6.121) J Interest in property: bL1771 Q Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: by Section 713.13(1)(a)7., Florida Statutes, Name and address: Spnatura of Owner Print Owners Name Notary Public Print Notary's Name My Commission Expires:' Ces Peach Dkinat 07 kw 9,7-)1 No IP QJ A - /t f Iv i R 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) Sworn to and subscribed before me this 9. v day of (:pr l C s Y ; \•. �l a; .r•. w _ 19 11 STATE OF FLORIDA, COUNTY OF DADE 1 HERESY CERTIFY that this fs o true copy � ` 0f fha original Mod in this offico on ^� °2'ra.__dcy o WITME my h . nd and Official Soil. HARRVc ? ERK, of /Ircoit and Coun :y Court By � - ■ G C. �rar� f/-3a(.5- 0D$ - oo , 9- 0 Prepared by: Address: /((f)q i, ,SoN 3/ 4 1'/ , 33c4 it 123.01.52 7/98 Ft. n v Ft. A v Fastener Type Deck type: ATTACHMENT SPACING Field: Perimeter: Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. !L Job Address: /G).5—° 7( 6 /v / S / Contractor's Name: o�3E1� -/o � /�� ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) 6 (Mortar- Adhesive Set Tile) ❑ (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') = 3 �-G v Total (ft Master Permit No. Exposure category (per ASCE 7 -88): G Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 ROOF PLAN a.� emulation? MEAN HEICHT Supplement No. 3 Deck type:! (A) crire.A 64-0K Underlaymeat: A 1 ,4. 1 `a 2 2_ 4 Insulation:I aoor SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fa te.er type & spacing: (Pmaxl: :2.' 3 x X. ( Aerodynamic multiplier): • 2T ) - (Pmax2: X . 1 X X (Aerodynamic Multiplier): (Pmax3:(1 X (Aerodynamic Multiplier):2L ) SOUTH FLORIDA BUILDING CODE (REVISED 19941 Cap Sheet: it51 M ' D - r Roof Covering I W(o.w 4t 41.7 Drip edgetlig TILE CALCULATIONS M 1A = M PCA: '�B • 1 E. M, l l• 49 CA: ��o 1 5101 -8 48 c..... Gt 2 2 0 t ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals a l * S 2" o.c .APPROVED:8 /27/20 .1.1. •lv.. •l•ll •.J.1 !1V_\1tx L11t11Lt PRODUCT CONTRQ.L NOTICE QF ACCEPTANCE Monier Lifetile LLC 135 N.W. 20 St. Boca Raton, FL 33431 Your application for Product Approval of: Monier Lifetile Nail -On, Mortar Set or Adhesive Set "Atlantis Shake Or Slate" 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 bv: Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -8 and the standard conditions on page 9. This 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 from a jobsite or manufacturer's part 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 Building Code Compliance Office reserves the right to revoke this approval, if it is de :ermined 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.: 98- 0604.01 Renews No. :95-0322.06 /f EXPIRES: 08/27/98 Raul Rodriguez Chief, Product Control 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 Office and approved by the Building Code Committee to be used in Dade County. Florida under the conditions set forth above. n T � f • J "C1iariesb�ser, P F. ti Director Building Code Compliance Dep: Metropolitan Dade County lb, MED l I EKH,;HHEHt• F,'I II Ira 1 1 Lt a_t_ , _co 6ab-1 04/10/99. FRI 09:37 FAX 561 338 5391 MONIER LIFETILE MONTER LLFETLLE LLC list: Monier Lifetike LLC 135 NW 20`' Street Boca Raton, FL 33431 Ca;etr y Sub- Catetorv: Type: Sub -Type: Product Monier Lifet;le Atlantis Shake Or Slate Tile Trim Pieces Product 30 Fel; 043 Coated Base Sheet Miner4I Surface C:p Sheet Rainproof El 'PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Prepared Rooting Flat Profile Tile Nail-on/Mortar Set/Adhesive Set Concrete TRADE NAIVES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Tut Product Specifications Description PA 112 plat, interlocking, excluded concrete roof tile equipped with two nail holes. For direct der.k-ear 1f1t w-ifr , mM or adhesive set applications. 1Dirnens_, ;sns I= 15" w 10 3 /3" I thick 1= varies w a varies varying thickness TRADE NAMES OF PRODUCTS MANUFACruRED OTEIERS Dimensions N/A N/A ASTM D 2626 N/A 30° x 75' roll 36" x 75' roll or 60" x 73' roll Test Specifications ASTM D 226 type l f ASTM 0 249 PA 104 Page 2of9 Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlaymer.r system. Sin ply. nail-or. underlayment with 2" self. adhering top edge HLLC t;U. 444 MEDITERRANEAN 1QO03 Product Control No 98 0604.01 Product Control No.: 98-0604.01 Approval Date: August 27,1995 Expiration Date: Au ?ust 21,2001 PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description MsinNfacturer Saturated organic felt to be generic used as a nailed anchor sheet. ( generic generic Protec.. -O -Wrap, inc. with current PGA I`v aomR.u.. Roofing Product Cortron uit AO. 21b rtU uo..!/ r11.1 .11.$1 . MONIER. LIFETfLE LLC Shield Tile Nails Tile Screws Roc f Tile Mortar ( "T;1eTiteT`t ") Roof Tile Mortar ("Quikrete® Roof Tile ;vlortar tt1140 ") Roo Tile Mortar ("BONSAI. Roof Tile Mortar Mix ") Roof Tile Adhesive (Polyprt ® AH160) Hurricane Clip c4: Fasteners Test A_cnev Rcdland Technologies The Center for Applied Engineering, Inc. min. 8dx VA" or min. IOdx3" e3 x 2 long 0.335' head dia. 0.131" shank dig. 0.175" screw thread dig. N/A N/A N/A N/A airs min, '' /:" width min. 0.060" thick Clio Fasteners min. 3d x Tcst ldcntircr 7161 -03 Appendix 111 94 -034 AV. t. Li a LL ♦ L.L PA 114 Appendix E PA 114 Appendix £ PA 123 PA 173 PA 123 underlayment for use as a top ply in a two ply underlayrnent system with Approved T30 or :43 as the base layer. Corrosion resistant. screw or smooth sham: nails. Corrosion resistant. coated. square drive;. galvanized, coarse thread wood strew Prepared mortar mix designed for mortar se: roc the applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. PA 110 Adhesive designed for use in roof tile applications. PA Ito Appendix E EVIDENCE SUBMITTED Page of 9 Corrosion resistant bronze. aluminum, stainless steel. galvanized steel or plastic attachment clips for supplemental tile arachtnent. Clips are installed with corrosion resistant roofing nails cornpatil,le with the clip. A hurricane clip is required cn all nail -on eve tiles. Test iN.ttne /Rennrt Static Uplift Testing PA 1 P. 102 & 102(A) Static Uplift Testing PA 101 Product Control No 9S- 0604.01 with current PCA generic generic Bermuda Roof Company, Inc with current PCA Quikrete Construction Produces with current PCA W. P.. Bonsai Co. with tuner. PCA Polyfoam Products. lac. with current PCA generic t)ate Dcc 199 May 1994 •raI T ulca'a R.RC Rooting Product Control Examiner u3 11. THU 17:17 FAX 661 338 5391 `IONIER LIFETILE LLC The Center for Applied Engineering, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Tile Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Cer.ter for Applied gincerir. . Inc. Red land Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied En_ineering. Inc. Professional Service Industries, Inc Professional Service Industries, Inc. 94 -060A 25- 7094 -a 25 7094.8 25- 7094 -5 25- 7183 -6 25- 7133 -5 25- 7314 -1 25- 7214 -3 7161 -03 Appendix 11 Letter Dated Aug. I, 1994 P0631 -01 PO402 Project No. 307025 Test MDC-77 / 333 -87003 MONIER LIFETILE Page 4 of 9 Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Tessin P.A102 (4" Hendiap, Naiis. Direct Deck. `:e••v Construction) Static Uplift Testing PA 102 (4' Hcadlap, Natls, Oi i) Static Uplift Testing PA 102 (4' Headlap, N3115, Direct Decn, Recover/ Reroon Static Uplift Testing PA 102 (2 Quik -Drive Scre«s, Direct Deck) Static Uplift Testing PA 102 (' Quik -Drive Scre'.vs, -ae err') Static Uplift Testing PA 102 (I Qutk•Drive Screw. Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, •r7) Wind Tunnel Testing PA 103 (Nail -On) Wind Tunnel Testing PA (08 (Nall -On) Product Control No 93- 0604.01 Wind Driven Rain PA 100 larch 1 (; Ocr Oct. Oct. 1994 Feb. 1995 Feb. 190; March. :995 March, 1995 Dec. 1991 Aug. 199-: Wind Tunnel Testing July 19`% -. PA 105 (Mortar Set) Withdrawal Resistance Testing of Sept.:'? screw vs. smooth shank nails Oct i':,)94 Physical Properties Sept. PA 112 PhysiCalQs?is —` �L1_ Roorin Proauct Contr :�' cY_i'..• ' :MONIER LIFETILE LLC Deck Type: Wood. `on- insulated SYSTEMS SYSTEMS Deck Description:New construction 1 or greater plywood or wood plank. Product Control No 98- 0604.01 Deck Type: Wood. Jon- insulated Deck Description: New construction /„" or greater plywood or wood plank. SYSTEM 8: Direct Deck Application Slope Range: 4 ":12' to 7 ":12" Note: System B is only acceptnble in this slope rttnge. Cnderlayment: Install underlayment system in compliance with Dade County Application Standard PA l 13. Rooting Tile: Install tile in compliance with Dade County Application Standard PA i 1 S. i;See "Data for Attachment Calculations" included in this Approval) '5 Comments: I. For re -roof applications, h," plywood is an acceptable substrate. SYSTEM 0: Mortar or Adhesive Set Application Slope Range: 2':12' to 7"• I?" Vote: System D is only acceptable in this slope range L'nderlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation 5.) Rooring Tile: Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this .Approval.) Comments: For re -roof applications. / ply wood is an acceptable substrate. Pace 3 of r I Frank Zuloa_a RRC. Root;a_ Product Control Examine 113 11 99 THU 17:22 FAX 561 338 5391 `III\IER LIFETILE `1ONIER L.IFETILE LLC Product Control No 98- 0604.01 .,e classification is not part of this acceptance. SYSTEM LIMITATIOINS The standard minimum roof pitch for Monier Lifetile's "Atlantis Shake Or _ate", low profile tile shall comply with :Miami -Dade County Roofing Application Standards PA 118 and PA 1=0, depending on the method of installation. For nail -on applications, fasteners for mechanical attachment or tiles shall have a head diameter larger than that of the pre - formed holes in the tile. 4 System installation shall be in compliance with the system specifications outlined in this ProUuct Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The tile profile listed herein has been tested for both wind characteristics and static uplift performance , therefore. attachment calculations or installation in compliance with PA 115 or PA 127 shall be done as an '1Vloment Based System' For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testng agency. in compliance with Miami -Dade County Protocol PA 106, shall be performed. For tile applications.30i90 hot mopped underlayment applications may be installed perpendicular to he roof pitch unless stated otherwise by the underlayment material manufacturer's published Ail tiles shall bear the imprint or identifiable markinL, of the manufacturer's name or Ic_o `cr i:,'entif,cat:on in the Reid. .Applications for roofing pemtits shall include a completed Section 11 of the Uniform Building Permit. a copy of Monier Lifetile's current specifications and details, a copy or this Product Control A.pproval and a copy or the Product Control Approval of any Rooting Component used in the proposed tile application. Reference shall be made to appropriate data for the required tire rating. q The applicant shall retain the services of a Dade County certified testing laboratory to maintain ^t :ality control in compliance with the South Florida Building Cede and related protocols. Page 6 of 9 • Frank Zuloa RRC Y,_ 1111 1 Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 1 nail 2 nails I screw 2 screws 1 nail 2 nails f I nail 2 nails ``lonier Litetile Atlantis Shake Or Sate Direct Deck 9.80 13.80 30.80 ) 1.70 24.30 35.50 19.00 31 90 I 03 11 .99 THU 17: -I I-.AX 5111 ..06 • 'l CIO :NIER LIFETILE LLC Tile Profile Monier Litetile Atlantis Shake Or • Slate T�I� Tile Profile Homer Litetile .Atlantis Shake Or DATA FOR ATTACHMENT CALCULATIONS Table I: Aerodynamic tilultipliers - . (ft Direct Deck Recover /Reroof (min. 15 / 32 " plywood) Pale 7 of 9 .k (ft Direct Deck Application 0.21 Table 2: Attachment Resistance Expressed as a Moment • idlf(ft -lbf) for Nail -On Systems' Table 3: Attachment Resistance Expressed as a Moment - ttlf(ft-Ibl) for \lortar or Adhesive Set Systems Tile application Mortar Set Adhesive Set Product Control No 9S- 0604.01 Data noted in Table 2 is for installation with a 3" tle headlap. 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. Table 2 -A: Attachment Resistance Expressed as a Moment - \l f (ft -Ibr) For Nail -On Systems' Tile Profile j Tile Application ( Two (2) 10d x 3" Ions nails Ionicr Litetile Atlantis Direct Dick ! 65.50 Shakc Or Siate 1 New Construction (min. 19 /37" plywood) 50.30 'Tile installation with a 4" headlap using two (2) Approved 1 Od x 3" long . ring shank nails installed in manufactured holes located 21/2" from the head of the tile. Clips on eave tile are not - equired for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Attachment Resistance 3000 1IS90 1 Frank Zttloaga RRC Rooting Product Control Exsmi :•.e- 1 11 I . 0 1 ."1.1 • 0 0 0 111. !W. .1 t.1\ L11 L 1 1 Lt. MONIER LIFETILE LLC Product Conrrol No 98-0604.0: 1 " Profile Drawing • - • • - • , ,•. ••.„ • •„ • - • Pae 8 o(9 r. 2' MONIER LIFETILE ATLANTIS SHAKE OR SLATE_ILLE 1 Rootlng Prcduct Control Examiner 1 03 11.99 THU 17:27 FAX 561 33S 53x1 MMONTER LITETILE LLC v Page 9of9 Product Control No 98- 0604.01 Monier Lifetile Roof Tile ACCEPTANCE NO.: 96- 0528.06 APPROVED: August 27,1998 135 N.W. 20�" St. E�IRES: August 272001 Boca Raton, FL. 33431 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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) years. _ Any and all approved products shall MeP Dade Counry oduct Con of App orved'naorrrtascity, state, and the following statement: 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 e Building changes; affecting cti g the evaluation of this product and the product is not in comp b) The product is no longer the same product (identical) as the one originally approved; c) lithe 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. 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 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 y the words M IiD deuCounta, Florida, o a nd the followed by the expiration date may y displayed Notice of Acceptance is displayed, then it shall be done in its entirety. . A copy of this Acceptance as well as approved ow ings and ibut other and shell be ah it applies, shall be provided to the user by the manufacturer inspection at the job site at all times. The copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal o' Acceptance. 9 This Acceptance contains pages 1 THIS ACCEPTANCE Frank Zuloaga RRC Root�no Product Control Exar. e: Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 "i. 26 . ' •g7.1:> 51 52 —. FJ. ) 2 27 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 Owner's Name: Du Quesne & Associates, Inc. Consulting Engineers Testin Laborator THIS D BY: ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 LG. S rge Du Quesne, vil Engineer . #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 SITE SPECIFIC INFORMATION SKETCH OF ROOF IN BACK TEST RESULTS P = PASS, F = FAIL Permit #• 44 6 '9 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UTR 15861 Environmental • Civil • Structural Buildin Inspection Services Job Address ( 250 N lQ I. ''T• s 'N 1 t Roofing Contractor — a t3 O u 1i= 1� Type of Tile: LAo IJ tt-- T( t� -��lS - •1-z -1 `71 Date Installed (, • 1 8 -19 Approximate Roof Height V feet Roof Pitch. 3 1 Z Type of Access to Roof: Scaffolds ( Ladder Other Approximate Square Footage of Roof 31 O 0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested ' (¢ • C FI IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) $KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' ■■\ !1•■■•■•MJ■ r,' onswilim f lommisomiNo II!!I.!I!IIIIA ■. ■ ■.rimme %■ ■ ►0 R1■/I■%::1 121111 1 ■rte.► IM r7 MN 16 ■Sid■■.■■■■ ■/■■- II 11 I li ■snaav■ ■■ ■■ ■ ■a• •i•■■ ■/ ■ • ■ 11111WPAIIIIIIIIMII IILCNMIIMIM•rlmmrAiiillIll ■■ ■ /�1i%■■■� /�= r IS 4 r IIIWAIIIIIIIIVA•Mll•IE• irii I_ musernms iftssmodram FP liP NOTES: S KETCH OF ROOF of JOB 1 59 1) a t ot 6 r . , (.4 � {-\o ac SHEET NO. OF Z CALCULATED BY DATE - 7-7•'99 CHECKED BY TE_/ • SCALE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date i iN I A Job Address ( tjE / 0 ! S Legal DescriptionGo.2eW ,($� .i` / 6 OwnerjLessee / Tenant Owner's Address Contracting Co. Qualifier j.) State# /6 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. FEES: PERMIT to. t' 0 RADON 4 P'cI) / d6 - 0 L; 1 oil 0 60 Municipal # Signature of owner and/or Condo President D te Notary as to Owner and/or Condo President Date My Commission Expires: OFFICIAL OTAR SANDRA D OBENOUR NOTARY PUBLIC STATE OF FLORIDA q COMMISSION NO. CC265272 MY COMMISSION EXP. MAR. 12,1997 Tax Folio /1 — Historically Designated: Yes No Master Permit # i7o Z O 9. Phone Phone Competency # /1/ 3 v6' Ins. Co. /%SSA �/ IOC Address Address Address BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN T2 - c-towvi e _ C , t / cvz Address 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 contractO o do the work s at APPROVED: Zoning Buildin Mechanical Plumbing 3 a oy —OC`x - OOz( 9.i)c >a ,9h IC 617 ,S /J ature of Contractor or Owner- Builder Date V r Pc Notary as to Contractor or Owner- Builder Date My Commission Expires: CriCLAL IEIC` ".uy s - N C;, p Z 1_, i -� JD .A D i7;.P:'i�l.,�I'2.' • Y r 71V : 3IGGN NC. CC26.5272 'O _ EX -. MAR. 12,1497 C.C.F. /, NOTARY TOTAL DUE ,74/. •moo Electrical Engineering Job Address: long) A)(E 1()t 37.0" Contractor ii(2l t 1 APPENDIX 'E' METRO -DADE UNIFORM BUILD ING PERMIT SECTION II' ' BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: Process No. SF Base Sheet: Fasteners: Ply Sheet(s): :Cap Sheet: Asphalt: Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 0 3v. a� (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe 'all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation .system is acceptable under the minimum roof category. ) Job Address: ': ? p I (fit Contractor Process No. ( Check one of the following) Recover Re -roof: J New Construction 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 ?: Y N (If 'ryes', attach ASTM E907 test report. ) Proposed Fastener: /J/ (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: Y V N (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: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment) L il e ygia j) 9 I 76 Ply Sheet(s): //)/c/ (0 01,0pid ( Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address: 12?Sc) 05 )o 1St Contractor &u 0,6, Process No. • Top Ply: ( Type and method of attachment ) Surfacing: •r Miwitut (Type, If applicable ) Flashing Materials: ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page-3 eJttaid nup F� a Tr 61/176.0 Job Address: 1 257) NE IU /SI Contractor T 5 inches inches mches 1 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S).. (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Bonding Material: iv" TO ° 377777777,-- Ply Sheet(s): /Ojthi �t/ J surfacing: Arr1.(,c (br/ybdeserrb.. U ((applicable) op Ply: &/ /G e/ni 2 F4- Bonding Material: jr, tV Fastener ((fba . sheet mech. attached) Base Sheet: , 4/ Bonding Material: Phi V ke614z4 4 ((VMs. sheet bonded) Yz /.tt4?y Fastener: 4 ((/toy insulation layer meek attached) Top Insulation Layer (lfaggicabk ) � aterial: 1J b�..r ' bonde d) °" Fastener: ((Ovulation mech. attached) Insulation: e- ( v. ue i� ruler (ucabla // //- 075 Bonding Material: (ulnsulation bonded) ) fr N PECK. Gage or Thickness: Density, tf concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 Process No. Job Address: 12 7) OE 10 f Contractor Process No. PERIMETER DETAIL #1: Parapet Wall Detail Ca Pin Gage: Cap Sketch Roofing Components which make up Roof Fastener . Systa n Assembly at Perimeter Parapet Walls. Spacing: _ o.c. Insert leaders indicating Roofing Component tames, Clip TYPe �_� dimensions, thicknesses, etc. . Clip Gage: Include fastener type and spacing used for wood- blocking attachment. F;,/ // 4 Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2• Flashing Detail Built -Up Applications and Modified Bitumen Systems Page-5 Job Address: i? tO5 101 Contractor otto.614.kt 86 Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: • 7 Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail • Built-Up Applications and Modified Bitumen Systems Page-6 Job Address: ( 150 oe leis- Contractor t ¢ f) Ot9 Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 6 l Gay �� 1P Ra 3�RoIn fG � rot n 2 � iC 776 L''° °° PxjrnK oN 1'5 Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition • which may exis& Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: I26b vet D 19 Contractor 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 Attac Exposure Category: Classification Category: At Hurricane oceanlineT: Basic Wind Speed at Building Location: Building Condition based on % of Openings: 110 mph GROUND LEVEL fi feet BUILDING INFORMATION #1 Built-Up Applications and Modified Bitumen Systems Page -8 Process No. Job Address: i 1 ► C 10 I Sit Contractor Sketch Roof Plan indicating all dimensions, any dopes, roof drains, crickets, or roof top equipment Also insect variable labeled "a" which indicates perimeter and corns dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7-88 Fact Sheet Attached) m A X. Ds. Pr tt E Prc t L'i-'J. 95 . d .041.17 - 5 7 PmsX, Pmax Z Prnaxj 6,41_, 15 . - 'Io ' - cog 3(3 Ft 4, 0 - 9 -& 5l 51x 74t/ 448 s xi . �� . Fly r co (3 5 1(b . 0 Laps g rows 0.c r crFshal a '/ _ 5Y/4 mo(e -6141_ - - (�eri m.e-ftR = �,)( St' VDU ° / Plow ��: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Built -Up Applications and Modified Bitumen Systems Page -10 7 Job Address: Contractor Process No. Reviewed Field Test Data ?: Y Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner 05D 06 to The undersigned certifies that the Shingle 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 J/rfY eS .0 • d P e J/ Cl/2 who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this th day of I . rcensed Contractor / Owner Signature My commission expir s C T 4 �3 EP�1-S IM 1 'F07.2"-173 FJ1' 1 C STATE NO. CC2 52)2 Notary Public Stole of Florida FuA Page - 7 • 6ca,nu.0 11�, a I ke» lv V. DADE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumed.Roof Systems under -'- Chapter 8 of the Metropolitan Dade County Code governing the use of 'Alternate Materials..and types of Construction, and completely described in the plans, specifications and calculations as submitted liy.Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South' Florida Test Service Underwriters . • Laboratories, Inc. and Dynatech Engineering, 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 Departinent 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 cr 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 bed;;;; enacted affecting this product or material. . The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 V EXPIRES: Nov 1 0 1997 APPROVED: MAY 0 4 1995 METROPOLITAN DADE " COUNT'(, FLORIDA METrIO•DADE FI.AGLER BUILDING BUILDING CODE COMPLIANCE DE "Af1TMENT METRO•DADE iLAGtER BUILDING 140 WEST FLAG LER STREET;; MIAMI; FLORIDA 33130.1503 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (Cos; 37642°11 '` ul Rodrig ez 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 . Dadp.Co lorida .under the conditions set forth above. d / Arles Danger, P.E:; Director Building Code Compliance Department Metropolitan'Dacre County • Contact: William J. Woodring Director of Technical Services (201) 628-3000 Raul Rodriguez 2 • • • , • ' : 7 .. • • .•••■••.: . . . - • ' Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category; Membrane Roofmg System Sub- Category: Built -up Roofmg Tye: Modified Bitumen Sub -Type; SBS, APP SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 95- 0330.06 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1997 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. 4 Insulation Types: Materi.1 Design Pressure Material Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0330.06 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 y � ` f Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 87 lbs. asphalt modified bitumen membrane. % sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Product Control No.: 95 0330.06 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire-retardant, polymer modified asphalt surfaced with mineral granules. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral s ranu 4 Raul Rodriguez • product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3'x36" 69 lb. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® 3' x 108' 75 Ib. roll 3'x180' 45 lb. roll 3' x 180' 401b. roll GAFGLAS® 3' x 36' Mineral Surfaced 761b. roll Cap Sheet 5, 55 gallons 5 gallons 1, 5 gallons Test Specification ASTM D 4897 D 3672 Product Control No.: 95 0330.06 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 Raul Rodriguez Product GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® Isotherm R GAFTEMP® Composite GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofmg Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners GAFTITE® Base Sheet Fastener and Plate Galvalume Plates Polypropylene Plates Dimensions 1, 5, 53 gallons 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. various various GAFTEMP® Permalite various GAFTEMP® Fiberboard various various 3" and 3 /2" 3 " and 3/2" Test Specification Product Description ASTM D 4586 Asphalt flashing cement. Product Control No.: 95 Granules for surfacing of exposed asphalt, cold process or emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Round polypropylene stress plates. 6 Raul Rodriguez Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Hy Therm AP various PA 110 Polyisocyanurate foam Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation White Line various PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy -Tec .various PA 110 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 Hy -Therm Pyrox various PA 110 Polyisocyanurate foam Celotex Corp. insulation Energy LOk various PA 110 Polyisocyanurate foam Celotex Corp. insulation Thermax various PA 110 Polyisocyanurate foam Celotex Corp. - TRI -STAR insulation 7 Raul Rodriguez Product Dekfast Fasteners PA 114 Insulation fastener for steel #14 and:concrete decks Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 TPR ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite ISO 95+ Asphalt High Density Wood various Fiberboard Test Product Dimensions Specification Description PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA110 • ASTM D 312 PA 110 Perlite Insulation various PA 110 Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for • lightweight, gypsum and tectum decks • Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation Polyisocyanurate foam insulation Type III or 1V hot asphalt bitumen adhesive Wood fiber insulation board Perlite insulation board Product Control No.: 95 Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction • Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone Firestone generic generic generic Product Red Rosin Roofing Nails Minimum # PA 114 Tin Caps Type X Gypsum various Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 12 Min. 32 ga. x 1 3/ 8 11 3" square 3" round Barrier Board Plus various various PA 110 Test Product Dimensions Specification Description various Rosin paper for barrier layer on wood decks PA 121 PA 121 PA 114 PA 114 PA 114 9 Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener steel, wood or concrete decks Insulation fastener PA 114 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ASTM D 2824 Aluminum roof coating PA 121 Roof coating PA 110 Polyisocyanurate foam / wood fiber insulation Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer generic Georgia - Pacific Grundy Industries Grundy Industries ITW Buildex ITW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. • Product E'NRG'Y PSI -25 various PA 110 E'NRG'Y-1 E'NRG'Y-2 Plus various PA 110 E'NRG'Y -1 Plus various PA 110 E'NRG'Y-2 various PA 110 Con -Tite (Fluted Nail) Olympic Standard 3" round PA 114 Olympic G2 Plate 3.5" round PA 114 Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas Test Dimensions Specification various PA 110 PA 114 3.25" round PA 114 PA 114 PA 114 various PA 110 10 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate 3.5" round galvalume AZ55 steel plate. Polypropylene plastic plate Insulation fastener Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Base sheet fastener and Olympic plate. Manufacturing Group, Inc. Fiber glass roof insulation Owens- Coming Fiberglas Corp. Test Product Product Dimensions Specification Description Foamglas Board various PA 110 Multi -Max various PA 110 Thermaroof various PA 110 Composite Fes -Core various PA 110 Fesco Foam various PA 110 UltraGard Gold various PA 110 HD Insul -Fixx Fastener Insul -Fixx Fastener Rawl Fasteners #12 Rawl Fasteners #14 PA 114 PA 114 Insul -Fixx S 3" square PA 114 Insul -Fixx P 3" round PA 114 Rawl Drive PA 114 PA 114 Expanded glass insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam / perlite composite insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel and wood decks 3" square galvalume AZ55 stress plate 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer Pittsburgh Corning Rmax, Inc. Rmax, Inc. Schuller International Inc. Schuller International Inc. Schuller International Inc. SFS /Stadler SFS /Stadler SFS /Stadler SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate 3" round Rawl Spike Rawlite Rawlite 3" Plate 3" round Test Dimensions Specification PA114 PA 114 PA 114 PA 114 12 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with , Rawlite fasteners Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A 1.AM J.I. 1V7AO.AM J.I. 1V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306 3600.02.95 Test Reports 13 Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical .Properties Fire Classification Raul Rodriguez Product Control No.: 95 0330.06 DAtt 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 Wind Uplift, Small 02/02/95 Scale Membrane Type: Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated 19 /92 " or greater plywood or wood plank decks Base sheet mechanically fastened. One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. One ply of Ruberoid® Mop Granule,' Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. -60 psf. Class 'A'; see General Limitation. #2. 3:12; see General Limitation #3. N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 Product Control No.: 95 Product Control No.: 95- 0330.06 Wood Deck System Limitations: 1. 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. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre- assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez General Limitations: 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401:5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall .'vary : for each system; consult current Underwriters Laboratories Roofing Materials' Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsisq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County. Protocol PA 111 of the South Florida Buil; g C • . e. ,ie Raul Rodriguez 168 Product Control No.: 95 1 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(aX3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. f 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofmg Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing - utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n more 90 ibf.. , - Raul Rodriguez 4 V1 • • !• A. 21. Fastener spacing for insulation attachment is based on a Minimum Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' Characteristic below 300 lbf. insulation attachment shall not be acceptable field tested, is 22. GAF does not allow application of roof coati gravel, over its granule surfaced Ruberoid ®' other than a pour coat of asphalt and products. 23. In addition to the requirements of this Product Control Approval Florida Building Code, applicator shall follow the manufacturer's specifications. South ns. 170 Raul Rodriguez Product Control No.: 95-0330.06 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date January 29, 19 90 Owner's Name and Address Les P r a c h Na 1250 N . Fgtreet1 (1 1st St. Registered Architect and/or Engineer Name and address of licensed contractoQ b e n o u r R.• Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1250 N. E. 101st S T r e e r State work to be done and purpose of building (by floors). state exterior colors (submit samples) Reroof rear flat roof and install new gravel roofing, remove nne course of time for tie in area, replace tile to match exiss Other purpose. New Building Remodeling Addition Repair r e r o o f No. of Stories To be constructed of 1 n S U l . 1-43, 3 g l tuna of foundation wood Roof Covering gravel Estimated Total cost of improvements s 1,200.00 Amount of Permit s 30.00 6 s g s. Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to 7357 N.W. Miami 14 _u The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permi:nd will post or cause to be pos : fo inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree -a - 4• •nly such su." ont .rs. w performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared James D. Obenour and who, being by me first duly sworn, upon oath deposes and says that he is the Contractor of the above described construction, that he has carefully read the foregoing application, and that he di. sign the same, and that aJ facts therein by him stated are true. Permit No. Date / /n/f0 Read. Sw. n • and Subscribed befor Disapproved Date (Signed) Building Inspector PLANNING BOARD MIAMI SHORES VILLAGE 7S'7 oW"--' BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT F pogo to me well known. Notary Public, State of " lorida My Commission Exp Notary Public State of Florida i Commission DATE ExAires Feb. 18, 1993 Chairman Mc=; ber Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby .nndc for the approval of the detailed statement of the plans and specifications herewith submitted for the build • in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Dr • M. Klotz STATE OF FLORIDA, 1 . COUNTY OF DADE. J ss' Permit No.. Disapproved (Signed) Building Inspector NOTE: A charge of $1.00 will be made for the I'I.innir.;; Board. A re- in>pec•tion fee of 11.00 will be charged materials and /or workmanship. Date. Pc 27 ________ No....1250...._. Street -N.-E. 1 Q1st...St r e et Registered Architect and /or Engineer ��4...�,....9tb Ave . Miami, Fla Name and address of licensed contactor �i.1.... Sc}1r1Ylg,lwlG. Rl�.af �.Iag.,....IYAD..._.... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be d o n e . . . . 1 2 5 0 . . . 1 . , , . E . . . 1 • • t epp..Pr. •— ...•••-- . —•. -- ..•• —.— .-- .Chairman Member Member _.....__. Council Approved Date v:.. c State work to be done and purpose of building (by floora)..RLS1.�.eA)Gl�.�. 1rfara.Q.f. ..x.2i� S ._ flat rave 1 gravel -roof, .... and for no other purpose. New Building Rcntodcling.. Addition Repairs No. of Stories 1 _ To be constructed of Kind of foundation Roof Covering Grav &. ......... Estimated Total cost of improvements s....1.,.250 ..00 Amount of Permit S. 211,110 Zone cubage required p //// .Plan Cubage 7..:1 .. -.- Distance .to n nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Al .•. S •pringer•.••Roof.ing.••-,.Ine.. 890....S...W......69th Avenue Miami Fla. 33144 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 \‘'orkinen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied %sith the provisions thereof, and will require similar compliance from all •- ractors or sub.contrac employee( by him in the work to be performed under this permit; and will post or cause to be posted for ins . on on the si the such ' c notice or notices as arc required by the Act. The undersigned agrees to employ only such sue o , on :�77LtL�i rf der this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) Almon R. S .e.• ••n.•.. nnnn+.e•e•nxnu exr.<.. 0?/ Owner) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared A1.1er�- ..R......Springer -Sr.. • .. " to ine well kssovvrs, and who, being by me first duly sworn, upon oath deposes and says that he is the. Owner of the above described construction, that he has carefully read the foregoing application, and that he did sign the same,: turd that sillies therein by him stated are true.. ... Date..(.. ......... Read, Sw nd Subsc • before`" , n J otary ' ublic, tate of F d My Commiuion ExpitlEtag��.� ? iAV Ccauyi' rn t`s ! :3 JQ 2% 9M PLANNING BOARD DA E' Qd t rt Mcvacrd oc"nd+r't Atzwif Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block � Subdivision r Street and Number where work is to be done-- ..l..�i State work to be done and purpose of building (by floors) Permit No 6 Disapproved ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.--- F - 1 T if 7 - , Dat Owner's Name and Address .- 3 Registered Architect and /or Engineer ,i96 9 S 7 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation / Roof Covering ,/ D'eP Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) - end 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.