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ROOF453 NE 92 ST ROOF CONNECTORS / Passed Inspector Comments ,S,6e) (2-6 6 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3951 Inspection Date: 12/27/2005 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Thursday, December 22, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: 8P2004 -1640 Permit Type: Imported Permit Inspection Type: Roofing Work Classification: Addition /Alteration Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ©. Job Address "/53 A ?,2 Tax Folio Legal Description Historically Designated: Yes No (9 Oner/Lessee / Tenant Master Permit # V �S 3 h)tg a S Phone Owner's Address POW Contracting Co. /1--/- --S e• r t- 7Z- 1✓ Address / O 2 / 5 CQ /C ST ` h /:=2 Qualifier /1-7/ L • v / -/ r ss# Phone .FD �- SS3 - 9/4 7 State # C 6 C ©Q 7 6 cP Municipal # Competency # Ins. ' Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ' O e G #' AVING CE SIGN WORK DESCRIPTION "A) / ✓ / - 'Y e p/ lil r t) Square Ft. aZ O ° Estimated Cost (value) / 2 c' 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner or Condo President My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON Building Date C.C.F./V4 _:-rria of Contractor or Owne Bui Date Notary as to Owner and/or Condo President Date ere as to Contractor or • er- Builder My oommmi ionE ices: = %,' i:'U^ • y , )-2 � �O�P�V _ P U P.;I1D`�t11� � C�tC "�:G::: D 3 1 1 � » �ti:r ■ nst ! a u t . _ ¢ cc8a237�J 71^ ciO ::;V 00 .At :C FIf NOTARY_ —I) BOND IA/ / TOTAL DUE O tAdo-v` Electrical Plumbing Structural Engineer BUILDING t' MIAMI SHORES VILLAGE, FLORIDA t - ELECTRIL ❑ �--._ � `" . _ _..._ 3 94 00.4 RASING o PERMIT N° . 47803 Contractor's ROOFING C7 u""'. M.. YOGA ❑ work to be performed stags Ws Permit ,4L/ (J112L / Owner of Bating Architect Contactor or 'holder UPI Docription Address of dm1 CMS or BUILDS,* 1 al. 1 95:3 NF 742 st This permit Le panted to the contractor or builder named above to mestruet the Wilding or to install the equipment or device deemlbed is the applies- dos henley is tuba compliance with all ordinances remising theme tad with the understanding that the work will be performed is compliance with any plan, drawings, staabca ens or epedTsastieoa that may Pare bees submitted to sad approved by the propel municipal authorities. This Pernin may be revisited et say time If the work is as one M compliant* with soeb ordinances or if the plats are chsopa without authorisation. A Nether condition (spas whki this permit is gemmed is the *odersteodiae that the contractor or builder named above comes the respoaribility for a thorough knowledge of the ordinances soil regulations' paraainiag to the work covered hereby whether shown on the plane or drswioga or in the rtstewena or verification. and that be assumes import. *ibiilp far wart dole by his agesa, weans or t tplgpre , A r Perra vision - 3 � 0 sit - lra� 37ccP: „gill � DtV °`err' 54 J*-a �Jew Itadoot " : /p 494 ,_ Wit /OM6a Signed. t/ / (It4SPBCTOR) BY la costsidetetioe of the issuance to me of this permit 1 area to perform the worst covered hereunder in compliance with all ordlsaoces and regulations pertaining thereto and is stria antormity with the plans, drawings, statements or specificatiosi submitted to the proper authorities of Miami Shares Village. In thl/'ps�i( I amnaea reepoasibUity ter all work done by either, myself, my agent, *errant at artplo9len BY A uTN4n7TY Contractor's Name: � CO /I/ Ft. A Ft. V A Fastener Type: 9" L4Ps- ATTACHMENT SPACING Field: /)- Perimeter. ( i Corner. I23..o1•7$ �s DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No ROOF CATEGORY Job Address: 4 / Flat Roof Area (R Sloped Roof Area (ft . 2 00- Total (ft2) )6)) Master Pent No. 7 8 E 1/ / -1 ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglas hingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) L ei ROOF TYPE New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Exposure category r ASCE 7 - 88 (p 7 / Building category g o ry (Pe r ASCE 7 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 cloP 'ELL G) ROOF PLAN Ridge Ventilation' Deck type: „ � 'WIGHT 1 '- 6 — t y c o 6-v-z( /8 zUnderlayrnent: Appendix "E" UNLFOR.%I ROOFING PERMIT APPLICATION PROCESS No ttuulatlon: II aoor iLOPe D E T A I L 3 SLOPED SYSTEM DESCRIPTION ,'1-1 ✓Z26 /v( Page -2 1 Fastener type & spacing:1 1 2-- 6 A-), 1 " l (2.S' j 1 'If f d /' / r Cap Sneer: ( M (Ate 4L41 (v` ", Q. D Yr - / Roo( overing: n G ? Z r l f D!t E - $ f 5--e Jr - Drip edge: •-•" `ice 3/7 / z ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dadc 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 TILE CALCULATIONS (Pmaxl: ' r x X ( Aerodynamic Multiplier): m Z - M S T-54- - 54- = M /' PCA• (D 6' (Pmax2: 16 J x (Aer.odynarnic Multiplier): 0 Z7 ) - M S-3 M rz : 2/ ". PCA: 44. -6 Aoo gr5/ [i (Pmax3: 7 (Aerodynamic Multiplier): Z7V - M: '!f Mrs: Z /-2 PCA: r!o‘•12.) iiii BUILDING CODE COMPLIANCE OFFICE .. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 tip= MIAMI. FLORIDA 33130.1563 PRODUCT CONTROL NG ICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Almar (USA), Inc. 6645 NW 77 Ave. Miami 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 Altura "S" Tile 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 th 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 such 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Expires :12/16/2002 FL 33166 METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Divisic THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12/16/1999 Internet mail address: postmaster @buildingcodeunline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance C Homepage: http : / /www.buildingcodeunline.com • 1. SCOPE This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. 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 values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant One Piece 'S' Tile Trim Pieces 'I.,. #30 Felt ' NOTICE OF AC' ;? , 4CE: STANDARD CONDITIONS Dimensions 1 =18'/i' w =10" '/s" thick nominal I = varies w = varies varying thickness 2.1 Components or products manufactured by others Product #43 Coated Base Sheet Dimensions N/A N/A APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Test Product Specifications Description PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Product Specifications Description Manufacturer ASTM D 226 Saturated organic felt to generic type II be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underla 2 generic Frank Zuloaga, RRC Roofing Product Control Examiner • Product Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Wood Battens ,, Tile Nails Tile Screws Roof Tile Mortar ("TileTiteT"I ") NOTICE OF ACCEPTANCE: Test Dimensions Specifications N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roil vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. 10d x 3" N8 x 2'V2" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 PA 103 Self-adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Preservers Salt pressure treated or Institute LP • 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Single ply, nail -on underlayment with 2" self top edge. Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, . square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic Protect-O-Wrap, Inc. with current NOA W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company, Inc. (with current NOA) Frank fuloaga, RRC Roofing Product Control Examiner Product Quickcrete Roof N/A PA 123 Tile Mortar Roof Tile N/A Adhesive ( "Polypro® AH160 ") Tile -Bond Factory premixed canisters 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION • 4.1 Almar `One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Standard RAS 118, RAS 119, and RAS 120. 3.5 NOTICE OF ACCEPTANCE: Test Dimensions Specifications See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. See PCA Single component polyurethane foam roof tile adhesive 4 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Descri ption Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) Frank Zuloaga, RRC: Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens One Piece 'S' Tile . 2 -10d Rin • Shank Nails 28.6 I 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Strew 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Reid Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 . 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Reid Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M. (ft-lbf Tile Profile 3 "12" or ess 4 ":12" 5 ":12" Battens 0.253 6 ":12" 7" :12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct I Deck Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 I 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 1: Aerodynamic Multipliers - ? (ft') Tile Profile 7. (ft') Batten Application X MI Direct Deck Application 0.274 One Piece 'S' Tile 0.253 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations 5 Fran Zuloaga, RRC Roofing Product Control Examiner ' Table 4B: Attachment Resistance Expressed as a Moment - M, (ft-ibf) -' for Mortar Set Systems Tile Profile Tile Application Attachment Resistance - One Piece 'S' Tile Mortar Set 24.50 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment Mt (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile One Piece 'S' Tile Tile Application Adhesive Minimum Attachment Resistance 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average weight per patty 8 rams. Ti Pro One Piece ' Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Single Patty Adhesive Set Systems _ le Minimum Attachment file Resistance S' Tile 66.54 Tile Application Polyfoam PolyPro m Polyfoam PolyPro 4 Large paddy placement of 63grams of PolyPro ". 5 Medium padd placement of 24 • - ms of Poi Prot". 38.7' 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examiner APPROVED :December 16, 1999 �. - NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS EXPIRES :December 16, 2002 ONE PIECE `S' CLAY ROOF TILE 7 Frank Zuloaga, RRC Roofing Product Control Examiner APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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 7 and this last page 8. END OF THIS ACCEPTANC 8 Friii Zuloaga, RRC Roofing Product Control Examiner • • DATE:1 ,. CLIENT: ADDRESS: ( 1 C � �nn� ADDRESS: Pr'N t r).rn `' 1 REF. NO: p I'll -� c is 11a TILE - NAME: KENNETH II.. NAS11, ENGINEERING & TESTING SERVICES * 4782 SW 75 AVE., MIAMI, FL 33155 (305) 256 -4126 STYLE: nck F I�r�ar\fC. ROOF TILE UPLIFT TEST TEST REGULATIONS -SOU I II FLORIDA CODE, SECTION 3401.10, 1993 OWNERS NAME: L-C l- y -^ ADDRESS: L4 3 ADDRESS: (1'1 IQ rp 6 J7pr C \ C PERMIT NO. ,SKETCII OF ROOF PLAN & TEST LOCATION TESTED AT A MINIMUM LOAD OF 35 1,135. Ref. No. `) o The roof area Is approximately 2 0 , fl. All tests were performed using an uplift testing desire mu ifo, tui od by Chatlilon LFIS 100. The wilt Is attached to the underside of the tile and a gradual load Is applied until the re quli ed load Is reached. All failures are Indicated by a reading hand which records the maxhnum fgrce applied at failure. 1 he uplift test was performed In compliance with Ute S.F.B.C. Sec. 3401.10. All tiles tested held / X ` movement or damage to the tiles occwred durin the testin d1d not hold required load No during g procedure. Kenneth If. Nash, P.Tt. rosponsuhliuy In this project was specifically up -lift testing to a specific point. No other co a lesions no observations are expo es :ad or implied. RESPECT ' L SUBMITTED, ASII I'.E. EAL LORIDA REGIS I RA'1'ION NO. 30781 Lab Certificate PA 106 Certification No.: 94- 0301.04 Charles Danger, P.E. • Director Building Code Compliance Office al, llldil I..,, ll.ls This Certification and Registration Expires: April 8J 998 Metropolitan.Utule County, Florida Building Code Conpllanoo Bopulruent 1 idle 15n;f 140 %Vogt Elagler Street Miami, Florida 331$0-1553 (305) 37sr,JOI Fax (305) 375.2908 rr�� S r 7��' , �aL `tid earti�ee teat ..J�enrwtr� Jd. nn �ae�i r Jr. �ocafec�af x}782 c � �� . VV. 7J uo. , utmi 33155 is an approval Jesting c atoratory in accordance witli .L7adh Count /3uildin Code Compliance and protocol p -94, and Cerli perform tj.n foftouirr tR+t�: KaiuUs o /L1u4 aiova nw teat e/ialC le propor[c �uLntitlocl to thra Office o /�.0 ada nni guilo!iny Coda Compliance par P-4301-94, h a n with all other rcume / Ll7 L6 � K1ClllOn approval o /productd. Diamond, P.E. Product Control Division • Supervisor Jlia bade County tA Raiding •Code ,p ompliance 2 apartment reeeruui the right to 'mow? this certification for non- cnmptiianca with rulel and rer u3 let 6y Protocol 1 Qualifier State # EGG ‘,57q /6 Municipal # PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address .95 ' Tax Folio Date Legal Description Historically Designated: Yes No Owner/Lessee / Tenant p , /'4f Owner's Address fliP 3 N ,P2._ Contracting Co. /Y 4' jam/ j fir. • 9 Address Competency # Address Address Master Permit # 4 b 1 7 Phone SS# -, hone 937 — '1#'1 �L Ins. Co. Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION Square Ft. GJ 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 cert 11 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons •nand zoning. ermore, I authorize the above -named contractor to do the work stated. Signature of o N. as to O and/or Con My Commission`Expires: FEES: PERMIT C O 0 RADON SEAL ISABEL BEEVERS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC837698 T'■4 o fta"rnM 4s;.? A ,v, 977003 Signature of C • :•'' or or • wner- Builder as to Co My Commissio tor or Owner - Builder Expire . OFFICIAL NOTARY SEAL REVERS EVERS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC837698 MY COMMISSION EXP. MAY 17,2003 ! C.C.F. ' ° NOTARY 17 BOND 3 TOTAL DUE Date ate APPROVED: Zoning Building 61 "' Electrical B Mechanical Plumbing Engineering APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. fft Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed y na,led m accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) ( Rize3 . Common Roofs: Common roofs are those which have no visible delineation between neighboring units i.e. town - 8 g houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupar1ts of adjacent units of roofing work to be performed. • Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can g be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. ILI S - 1 2 onding Water: The current roof system and/or deck of the building may not drain well and may cause water to Y pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall ppe w (a outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be lteneficial to consider venting which can result in extending the service life for the roof. n il, The owner may contact the Miami -Dade County Consumer Services Department for further information l regarding the above. Owner's/A : - 't Sign Date 12101.12 PACE 2 7/99 ‘44Z0 Fro n: I_ 5E 5- 555 -5555 To: Sho 4'`nntrai tor's Name:, ROOF C4TEGORY l} (Low Slope Application) ❑ (Nail -On Tile) Cl (Mortar - Adhesive S,t Tile) [] (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ® Re roofing ❑ Recovering [ 1 Repair 0 Maintenance Suntech Development Flat Roof Area (ft) 450 Sloped Roof Area (f0) Total (ft') 450 Master Permit No._ y _ Cxposan, category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 tabit 1): 1 ROOF HEIGHT AND SYSTEM DETAILS (Draw detetle as needed) termination bar mechanicaly fastened 1- modified bitumen with hot asphalt 1- gafglas mineral surface cap sheet with hot asphalt 7- gafglas ply 4 with hot asphalt 1- gafglas 75# base tin capped 3" x 3" galvanized eave drip ATTACHMENT 1 5 /8" tin cap Fastener Type: with 1 1/4" rs nail §PACING 9" laps Field: 12 " Perimeter: 6 Corner: 6" DETAIL 1 bti 2 Date: 6/14/00 Time: 4:11:52 PM Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: 453 N.E. 92 Street, Miami Toros ROOF PLAN - t- rr ' fC f PE le 1 of 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: Suntech Development Job Address: 453 N.E. 92 Street, Miami Shores ROOF CATEGORY ® (Low Slope Application) ❑ (Nail -On Tile) ❑ (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 (ft2) 450 Sloped Roof Area (ft Total (ft 450 Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category per ASCE 7 -88 table 1): 1 8' ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) termination bar mechanicaly fastened A 1-modified bitumen with hot asphalt 1- gafglas mineral surface cap sheet with hot asphalt Ft. / 2 -gafglas ply 4 with hot asphalt 1- gafglas 75# base tin capped Ft. Deck type: /8" cdx & wood plank 3" x 3" galvanized eave drip ATTACHMENT 1 5/8" tin cap Fastener Type: with 1 1/4" rs nail SFACING 9" laps Field: 12" Perimeter: 6" DETAIL 1 & 2 Corner: /Z 4 D..... 1 r r r r r - Z ROOF PLAN F' gt PRODUCT CONTROL NOTICE OF ACCEPTANCE CAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Conventional Built-Up Roof Systems for Wood Decks 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: Dynatech Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, 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 2-40 and the standard conditions on page 41. 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 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 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 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- 0804.21 Revises No.: 95- 1003.03 Expires: 11 /04/00 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, Flo ri2under the conditions set forth above. Approved: 11/04/97 demist mall sddrees: postmasterebuildingcodeoniine .tom 1 BUILDING CODE COMPLIANCE "w METRO -DADE FLAOLER 1 140 WEST FLADLER STREET SUFFEIil03 MIAMI: FLORIDA 33130.1553 • .( I FAX (305) . • PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 ul Rodriguez Product Control Supervisor ,,veL 'ttf Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ/www.bulldingeodeoMine.com • PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Product Control No: 97- 0804.21 Applicant: GAF Materials Corporation Product Control No.: 97 -0804.21 1361 Alps Road Wayne, NJ 07470 Approval Date: November 4 199 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition. GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. 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 "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. Contact: William .1. Woodring Director of Technical Services (973) 628- 4134 Page 2of41 Expiration Date: November 4, 2000 • Zuloaga, Roofing Product Control Examiner •• ,... ;: Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' • , ,p•= Product Control No: •i`Y• :b Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. !. o ..tom:% ' `.. • Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: " / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: FGLAS #80 Ultima Base Sheet. GAFGLAS® PLY 40, 6®, GAFGLAS FlexPly, GAFGLAS® STRATAVENIS Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. 3 ree pli = of GAFGLAS® PLY '' AFGLAS FlexPly 6 or AAFGLAS® PL • ' s eet a' erect in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsg.__ (Optional) On6,ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EST range and at a rate of 20-40 IbsJsq.. (Required if no cap sheet is used) Install one of the following: LGAF WEATHER COAT® Emulsion with an application rate of 3 gal /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal /sq.. 2. Asphalt flood coat at an application rate of 60 IbsJsq. ± 20 %; plus gravel or slag with an application rate of 400 IbsJsq. & 300 lbsJsq.. respectively. -45 psf. (See General Limitation #7) 'A'. See General Limitation #2. 6":12 "; See General Limitation #3. N- B-3-G, N- B-3 -C. N- B-3 -M, N- B-4-G, N- B- 4 -G/P6, N- 8-4-M, N- B- 4 -M/P6, N -B-4-C, N- B- 4 -C/P6, N- B-S-C, N- B- S -C/PC, N- B-5-G, N- B- 5 -G/P6, N- B -5 -M, N- B- 5 -M1P6 Page 21 of 41 A rc •+Q .,' •: r msme • Roofing Product Control Examber . 1 :taro Product Cont 1 No: 974804.21 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105: lif F as tested is below 95 lbf a professional engineer may submit a revised fastener spicing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117. All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt. maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested. are below 275 lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PIyT" 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. Type X gypsum board is acceptable to be installed directly over the wood deck.. • Page 37 of 41 S Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict 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 and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 ibsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to - 6Opsf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 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. Page 38 of 4 t can loop, Roofing Product Control Examiner Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas; as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener- densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailer, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 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. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. I I Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. if the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 13 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. 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(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct:,, application procedures of insulation panels in approved asphalt or hdhesive, which shall _ . comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Xrrio Roofing Product Control 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. Page 40 of 41 Product Control No: 97-0* kat 18 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. 19 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 sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 14 All standard panel sizes are acceptable for mechanical attachment. When applied,n approved asphalt, panel size shall be 4' x 4' maximum. . _ ..::, • 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces bonding substrate shall be tested in compliance with Metro County Protocol PA. fvr., uplift resistance. Test pressures shall be calculated in compliance with the wind' „ :.: requirements of Chapter 23 of the South Florida Building Code to the design pressure of the t+oo£ R . 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. •.,:tt' •.2ril .. u oaga, Roofing Product Control Examinee : • 214 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Surfacing: "Gacoflex UA-65" Series 1 gaVsq or "Gacoflex UA-60" applied at 1 -1/4 gaVsq (12 dry mils). 42. Deck: NC Incline: 1/4 Foam: "Poly.lso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 In. min. Base Coat One or two applications " Gacoflex U8-7050", applied at 1 gaVsq/application or 3 applications applied 1.1/4 gaVsq/application (1832 dry mils). Surfacing: " Gacof lex UA-86" Series (various colors) applied 1 gaVsq (12 dry mils). 43. Deck: NC Incline 1/2 Foam "Polyaso" or "Poly4so Special" with "Polyfoam 251" or "Polyfoam 303", 1 In. min. Bap Coat One or two applications " Gacoflex U13- 7050 ", applied at 1 gaVsq/epplkation or 3 applications applied 1 -1/4 gaVsq/application (18-32 dry mils). Buffeting: " Gacoflex UA.80" Series (various colors) applied 1 gaVsq (16 dry mils). 44. Deck: NC Incline: 2 Foam: "Poly -Ito" or "Polydso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Cost "GacoSil 5- 1000" applied at 1 gaVsq (10 dry mils). Surfacing: " Gacoflex S- 1000" applied at 1 gaVsq (10 dry mils). 45. i.Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303", any thickness. Surfacing: " Gacoflex Ure- Shield 7007", 40 dry mils. GAF MATERIALS CORP, WAYNE NJ 07470 R1308 (N) ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type 62 asphalt glass mat base sheet (' GAFGLAS *75 Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet (' GAFGLAS PIy 4" or " GAFGLAS Ply 8 ") in the Class A, B or C roof systems Indicated below, The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stra- tavent (Vent-PIy) perforated" or "GAFGLAS Stratavent (Vent -Ply) for neilable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As en option Type G2 asphalt glass mat base sheet (' GAFGLAS *75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for natlsble decks") may be subsituted for G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or " GAFGLAS Ply 8 ") as the nailed bass ply in the following systems. Bottom ply or bass sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all Insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing In any of the Class A, 8 or C sys- tems listed below. When "Deride" is referenced, this includes "GAFTEMP Perlite" or any other UL Classified profits insulation. Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems list- ed. Structural cement fiber building units are considered suitable to be included as a deck In the fol- lowing Class A, B or C systems listed over C -18/32 or NC. The use of gypsum board under any of the following Class A, 8 or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for Insulation over C -15/32 decks. The use of polystyrene Insulation board between min 3/4 in. partite board and deck with rosin pa- per (perlite/rosin paper /polystyrene/parlte) Is a suitable alternate for isocyanurate board in the fol- lowing Class A, B or C systems. Isotherm R may be substituted for any isocyenurate insulation in any of the following Classifica- tions. CLASS A. B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. 1. Dock Class A C 15/32 Incline: 3 Insulation (Optionalk One or more layers perks, wood fiber, glass fiber, isocyenurate, ure- thane, psrtite/isocyanurate composite, perlits /urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. PIy Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped Surfacing: Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Opt$onalh Ono or more layers partite. wood fiber, glass fiber, leocyanurste, ure- thane. partite/isoryanurats composite, perllte/urethane composite, wood fibe►/isocyanursts composite, phenolic, any thickness. PIy Sheet Three or more layers Type 01 " GAFGLAS Ply 4" or " GAFGLAS PIy 8 ". Cap Shat One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheer. 3. Deck: NC Molina 2 Insulation (Optionalk One or more layers partite, wood fiber. glass fiber, isocyanurste, ure- thane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/Isocyanursts composite, phenolic. 2 in. max. Ply Sheet Two or more layers Type 01 " GAFGLAS Ply 4" or " GAFGLAS PIy 8 ". Cap One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 4 NC Incline: 1/2 Inwlation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Shoat Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -10/32 Incline: 1 Slip Sheet (Optionstk Red rosin paper, nailed to deck. Bass Sheet One layer of Type G2 " GAFGLAS *75 Bass Sheet" (may be nailed). Ply Sheet One or more layers of Type 01 " GAFGLAS Ply 4" or GAFGLAS Ply 8 ". Cap Sheet One layer of Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 8. Deck: NC Incline: 3 Bees Sheet One layer of Type 02 " GAFGLAS *75 Bus Sheer. Pty Shoat One or more layers of Type 01 " GAFGLAS PIy 4" or GAFGLAS they 6". Cap Sheet One layer of Type 0-3 " GAFGLAS Mineral Surfaced Cap Shinn LARK PAR IMARIf Ah1 fsoAnatitT Legal Description Owner / Lessee Owners Address Job Address Bonding Company /1/./A. PERMIT APPLICATION FOR MIAMI SIIOILi S VILLAGE Tenant C®/ fie/dre, /die 902 Siree I 7 4c. J Contracting Co � . D i �C 6 `I , , �` Address__.JA J/ - Qualifier �!/. _•._ SSif Phone 366 y - 356 , P s f 9 5i * ° cOoke- C'44A• State # l Municipal 042L2/331j Competency 0 Ins.Co / y - Architect /Engineer /U Address Mortgagor / Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK Q S AL RK DESCRIPTION �Y� Df Af /f,SP //4ts� ? d c4 z . — d�' eL-oiz. _ ;r-i7 GC Square Ft. - / Estimated Cost(value) 76•C/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTE1 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO! NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, e on the attached addendum (if applicable). I certify that all work will be performed to meet t standards of all laws regulating construction in this jurisdiction. I understand that separa 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 wi be done in compliance with all applicable laws regulating construction and zoning. Furthermore. authorize the above - named contractor to do the work stated. Signatu �y off � oowner and /or. Condo Presi Date: ' cE>�► t C t ►�P rg � �r c l Date: ( as .t My Coninissi a OFFICIAL NOTARY EM.. LILW GONZALEZ WISEMAN NOTARY PUBLIC ST41TE OF fLORIE1 COItMISS:ON NO. CC206189 MY COMMISSION EXP. NOV. 281994 Notary / as to Own e and /or Condo President My Commission Ex. res: S * t FEES: PERMIT_0 RADON APPROVED: ' 0 Zonin r `Y53 /OE 90.9 Shed Tax Foli .. 0 143721 t C.C.P. Buildin Address NOTARY Mechanical Plumbing Master Permit Phone Signature of Contractor or Owner- Builder COMMISSX)tl RO: CO- 310427 MV COMMISSION EX * SEP,18,1%7 R Other Electrical AVING FENCE SI u3U1 i'-%- ' lb TOTAL DUE Engineering . NOTICE OF COMMENCEMENT A'RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. o/f /7 i g v U.P..4 PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: 94R233497 1994 MAY 17 09:12 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: - 4 53 'C 2. Description of improvement: 3. Owner(s) name and address: N \ . ' ' e. _ 4. ) q S 'reel- - Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contracto Name and address: Amount of bond c 6. Lender's name and address: Print Notary's Name Li 1 / A My Commission Expires: 7. Persons within the State of Florida designated by Own by Section 713.13(1)(a)7., Florida Statutes, Name and address: Signature of Owner Print Owners Name M \ v�c-b2- __.Sworn to and s ascribed before me this(P'7 day of ref peiSOna Notary Public /di P rn6; e� c \'1O111SQ 1 c� 1 S S�- W TNESS KA,'VE rd no)ices or ..her documen_LnAy 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) ,19 STA OF FLORIDA, C:iIJ. +Tf OF DADE I HEREBY CERTIFY !'r ' . hi jam. fit' of text pl9inatfilea in t•s o.`�i..e on �� dzy of Ii! OFFICIAL NOT r Y SEAL GONZALEZ WISEMAN YTUBLIC COMMISSION NO. CC206189 t C U ISSION FX'. NOV. 28,1994 A. D. r 9 ='!d Sect, Cir.., a_ ' Cou ay Cour,* Q, L e served as provided Prepared by: v R L h atA ress: \ Ck_0(1. S' c ) s - ��cric�� - 12301.52 2/93 ` 06/15/93 To Our•Valued Distributor: Please find attached Dade County approvals for the following clay roof tiles: Altura SI clay Roof Tile (nail -on system) -Altusa s$ clay Roof Tile (mud -on system) Altusa Barrel Clay Roof Tile (mud -on system) F.R. Borja, S.A. (mud -on system) We wish to welcome F.R. Borja, S.A. to the Almar family of fine clay roof tiles. We are presently working on making this great - quality pressed tile from Spain available in a short notice. Three more city products will be submitted for Dade County approval, in the near future. Sincerely, Carlos J. Fernandez - General Manager. 6645 N W. 77th Avonuo • Miami. FL 33166 • U.S.A. Tel.: (305) 471 5830• e. Fax: (305) 471-5833 20, • .d METROPOLITAN DADS COUNTY, FLORIDA W ane METRO -DADE FLAGLER BUILDING GD: co A. ♦ • VJ BUILDING CODE QOMPLIANc6 DE NT MfiTR WEB ', LE BUILDING R STREET MIAMI, FLORIDA 39130-1S83 (305) 378-2901 Fax 141; V6 -2008 11 1 , ,I , •,•-. ,, "1 June 15, 1993 TO WHOM ' MAY C NV'CERN Almar (U.S.A..), Inc., has filed with this office the additional and required acceptable test data. to support the request for renewal and continued use of their Altusa "S" Clay Roof Tile for both nail-on and mud -on plus their Musa Barrel Clay Roof Tile for nnid -on; of their Notice of Acceptance #90 which expired on March 12, 1993. The tiles for mud - shall be installed on a solid nailable deck of S /8" thick plywood for new construction and on 1/2" thick plywood on re - roofing. The deck shall be covered with a 30 Type II (ASTM D -226) anchor sheet and tin capped 6" o.c, on all laps, 12" o.c. in the field and 4" on. drip edge. Over this, a hot - mopped 90 Type 11 (ASTM 0-249) roll roofing cap sheet using hot steep asphalt Type IV conforming to ASTM 0- 312 -89. The tile shall be applied to the roof with mortar consisting of one bag of Florida Roof Tile Cement by La Farge Corporation for Type M mortar and 14 shovels of sand conforming to ASTM C - 144 for a 2:1 mix, then adding approximately 4.5 to 5 gallons of water and mix for 5 minutes. Due to Hurricane Andrew, this office has been inundated with requests for both new products and renewals of those to expire which has caused a large back log in responding with an official Notice of A.oceptancc. In the interim period, please accept this letter in allowing these products to be installed by a licensed roofing contractor in accordance with the manufacturer's further specifications and Chapter 34 of the South Florida Building Code until an official Notice of Acceptance is 'sated. c y •.urs, Gil Diamond, P.R Product Control Division Supervisor I, Maletiats: a. Clay tiles shall be Altura 8' es manufactured by Alfreria Dcj Turblo S.A. (ALTUSA) for Alma, (USA), Inc. 18 1/2" long by 10 1/2" wide nominally. b. Under have shall be (specify one) I. Clay cave closure 2. Rubber cave closure 3. Mortar filling with weep hole 4, Metal closure c. Asphalt plastic cement: Heavy body composed of asphalt and other minerals, con- forming to ASTM D2822 and Federal Spec. SSC -153 type 1. d. Cement Mortar 1. Cements a. Blended Cements - conforming to ASTM C -91 type M b. Portland Cement- conforming to ASTM C -150 type I c. Masonry Cement - conforming to ASTM C -91 type 'M 2. Sand - conforming to ASTM C -144 uniformly graded, clean and free from organic materials. 3, Mixes - conforming to. ASTM C -270 type M (select one) a• Cement 2.07 + -- E -1•A b, Combination of cement 2.07 E•1 -C 4. Mortar flow 110 + — 5% conforming to ASTM 0 -230 Flow Table. 2. Decking: • Solid decking shall be of proper thickness (1/2" minimum plywood sheathing) to be structurally adequate and properly fastened to Support the anticipated loads, Decking material and installation of it shall comply with all local Building Code Requirements. • 3. tineerlaymenl: Never install underlayment on wet, frozen or Icy surfaces. Sweep roof surface broom clean, Cover all sloped roofs under tile with the best quality asphalt impregnated roofing felt weighing not less than 43# per square feet. Specify hatred tfnderayment: Consult Local Building Codes for Compliance Naff•en toatelletione; A. Minimum 4/12 and greater: Lay one layer of 43# base sheet with a sealed minimum 4" headlap and 6" side lap and nominal 3" tile headlap, All Ole nail penetrations to be sealed with plane cement. Mortar - Installations: B. Pitches 2 1/2/12 and greater (refer to buildin g codes for minimum). Lay one layer of 30# tell, secure in place with tin tags as code requires. Lay with . minimum 2" headlap, Apply 90# mineral surfaced roofing felt to be solidly mopped to the 30# felt with hot asphalt. Lay with minimum 2" headlap and 6" Side lap. Back nail 90# felt with cap or tin tags 12'; o. c. lslenfng Systems: all -On Installations All nails should be large headed nails, 8 penny, corrosion resistant, long enough to penetrate through the sheathing by 3/4 ", CoPAer, stainless steel or hot dipped galvanized nails are to be considered to extend the life of the root, All nails penetrating through the watertight seal should be mastic sealant complying to ASTM 0- 2822-75, type wat length m w tepending on the thickness of plywood and exposed c e i li n g l l may ve nail e xpoStrre is unwanted, 9 situations where or steep roe{ aPPgcatlgns above 7112, additional fasteners may be required, • e. tile tie systems, nail - locks, wind -rocks per manufacturers specifications consult local building codes), DOVE TAIL LOCKS ALTUSA S' FIELD TILE NAIL —. . UNIVEnSI L _. TILE NAIL uNI •� 11LE 1 0,4 HALF TILE NAiL FIELO TILE / r1LT NAILFR$ NAILER.S riUlp[ LINES NAILER GABLE TO GABLE SECTION miP 6 RIDGE TILE FELT _ ALTUSA s' FOR 1 :12 SLOPE AND H►ruca �• —.�:- - •=,fi r MOPITAR NAIL / uN.VERSAL `` / TILE TILE _ HiP AND RIDGE SECTION 9 114" 91 ir? ki� � (' t ; NAIL NAiLON INST WOOD NAILER TI a lv SYSTEM 9 r /4" TILE C ELT TO'd REGLET FLAS1ING MORTAR f • FLASHING AT WALL r'UL est HIP ANO AIiWGE FILE LAVE CLOSURE. PLASHING PASCIn FLASHING AT WALL TECHNICAL DATA MUDINAIL Weight per Tile (Nominal) Pieces per Square (Nominal) Overall Size (Nominal) Exposed Size Max. (Nominal) Tile Thickness (Nominal) Firing Temperature Breaking Strength Water Absorption Freezing Test 828222Z.97,Q02 MOL /L 83i _T — 9 w —N CABLE -RAKE 7 lbs. 97/103 18 3/8 x 10 1/2 IS 1/2 x 16 1/2 112 " 2000 °F Avg. 650 Avg. 5.8% No tile cracking after SO cycles titre to the na;turn clay, ..It variation relay occuc, 18/ Ftash(ngs: A. Valleys (select one) 1, Install roll valley minimum 16" width with 6" lap Joints. Nail to secure in piaci as code requires. 2, Install preformed open valley minimum 16" width with minimum 2 1/2" high center and minimum 1" metal edge returns. Lap Joints minimum 6 ". Secure in place as code•requires. 8. Dormers, side, chimneys and othe=r vertical wall surface fleshings shall extend 'upward at least 6" and be completely counter - flashed. Flashing shall extend under the tile a minimum of 5" with a 1" turn up at edge, C. Where sloped roof surface meets the face of vertical wall surfaces at dormer; chimneys and other walls, the flashing shall extend up the Lacing wall a minimum of 4" and extend downward over the top of the tile a minimum of 5 The vertical wall surface shall be completely counter flashed. D. Eave drip metal shall be nailed or stapled along and directly on top of sheetint fastened 6" o, c. and 1/2" in from top flange, Lap all joints a minimum of 3 ". 6. Application of Tile: A. For mortar on application, stark horizontal guidelines at 16 1/2", which will Provide a 2" nominal headlap, 0. For nail - application, mark horizontal guidelines at 15 1/2", Which will provide a nominal 3" headlap, V. Mark all verticat guidelines at 9 1/4 Set first course at 16 1/2" from the eave. This will provide a 2" overhang at the eave. E. At the eave line, clay, mortar, rubber or metal bird stop shall be used to burst the first row of tile. . • Note: In high wind and hurricane areas, additional fasteners may be required at the eave course. Consult local Building Codes for requirements. F: For mortar - on settings, each tile shall be set over a hill trowel of mortar placed directly under the projection of the lett flat side of the tile. Press tile down firmly to allow wet mortar to fill "Dove Tail Locks" for proper bond. I. For pitches 4/12 and above, nall eave course with one nail In addition to mortar. Apply plastic cement to seal all nail penetrations. 2. For pitches 6/12 up to and including 7/12, nail every third tile in every fifth course in addition. to mortar. Apply plastic cement to seal all all penetrations. 3. For pitches above 7/12, nail every ti!e in addition to mortar. C, For nalhon Installations, Install tile with nails of sufficient length to, penetrate the deck by 3/4 ". For pitches above 6/12, all tiles shall be attached with a minimum 6f two nails. Seal all nail penetrations with plastic cement. H. At 55' above grade or greater, all tile must be attached with a minimum of two nails in both a nail•on or ,mortar set installation. 1. rasten and cement all gable rakes at the horizontal guidelines. 'J. Where tile overlaps flashing, tile must be secured with approved tile adhesive or cemented In place, K. Tile must cut smooth and straight to maintain the proper width in the open valley, Width In the open vatleys may vary according to local conditions. It is recommended that the minimum width of exposed metal be 4 ". L. Where field tile meets the hip milers, tile should be cut along the hlp boards. The Joint between the cut the and the hip nailer shall be sealed neatly with plastic Cement, D. •3NI`NOWBScSv M. All hip and ridge tiles shall be set in a bed of mortar and fastened with d 2 1/2" nall It is then recommended that the mortar be pointed to et Olean surface. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or 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 . • __.... ,19 I Owner's Name and Address ° _ No..'/' S treet.,.'.. " Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision , —...._ — Street and Number where work is to be done . �.._... p State work to be done and purpose of building (by floors)..........: r ` , and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering o ci ! Estimated Total cost of improvements $ f 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 u 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 Srrp ileent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. . Remarks ( Signed )... ; fl_d.._....r _.._ . __ �.. - -- u L STATE OF FLORIDA, COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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, tad that all facts therein by him stated . e true. Permit No Date 3 /') �/q 9 ! Read, Sworn to and Subscribed before me. Disapproved.... ..D Date �.. Notary Public, State of Florida (Signed) 1. Buil• ing Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'Lrnnir,;; hoard. 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. -- 7 / 8 5` 4// 1" //. /A-i j / , � 3 ,y C•I•V•I•L E•N•G•I•N•E•E•R Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 M. I. S. Corporation. 10221 Southwest 16th Street Miami, Florida 33165 Project: TILE UPLIFT TEST RO LPR Residence 453 Northeast 92 Street Miami, Florida Information provided by client: Permit Number: 48790 Date Completion: April 27, 2001 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LGO1 -0785 (Testing Laboratory Certificate #00- 0224.07) May 1. 2001 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test for the addition at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol: Attached please find a copy of our test report for your review.: LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. TILE UPLIFT TEST Ralph Residence 453 Northeast 92 Street Miami, Florida M. amad Sonny Saileh, P.E. Project Manager Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Ralph Residence 453 Northeast 92 Street Miami, Florida Project Number: LG01 -0785 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 0785, Page 1 I I 1 I 1 1 1 I 1 I I I I I 1 1 1 1 1 9 8 10 5 2 9 4 16' 7 6 22' APPpOXIMA11 1f5T ILOCA110N I I 1 I 1 1 1 I 1 I I I I I 1 1 1 1 1 •nspection Date: 0411212006 .inspector: Desharnis, George Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Building Department Comments Tuesday, April 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 05)795 -2204 Fax: (305)756 -8972 Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Phone: 3051244 -7501 Page 2 of 2 Passed Inspector Comments 6 , ...,_(1: , -1.. c..„ e 4,—k, r lig' c _14 s (I_ e_ Failed Correction Needed � .. (le Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until •nspection Date: 0411212006 .inspector: Desharnis, George Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Building Department Comments Tuesday, April 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 05)795 -2204 Fax: (305)756 -8972 Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Phone: 3051244 -7501 Page 2 of 2 C•10/.1.1. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 ENGINEER Advanced Construction 645 West 65 Drive Hialeah, Florida 33112 Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Tel: (305) 649-6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential Home 453 Northeast 92 Street Miami, Florida 0 Information provided by client: Permit Number: Not Provided Date Completion: March 9, 2006 Roofing Contractor: Advanced Construction LG Engineering Services, Inc. Project Nurnber: LG06 - 1210 (Testing Laboratory Certificate #00- 0224.07) April 3, 2006 In accordance with your request and authorization, a representative or LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed. in general accordance with Roofing Application Standard TAS No.1.06 = Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is Less than 40 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were t sted. Initially the entire area of the roof was examine for loose tile. More than l0% of the roof: ' sated in the field area and more than 20% of the roof tile at the roof perimeter and corner�,� v': cally examined. Based on our test results, we conclude that the installation of the roof tile' the . hove referenced Project meets the test requirement outlined in the aboveiuentioned protoc• Attached please find a copy of our test report foryour review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the .undersigned. Respectfully submitted; LG Engineering Services, Inc. oha nad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 453 Northeast 92 Street Miami, Florida Test Number Test Load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST . for Residential Home 453 Northeast 92 Street Miami, Florida Project Number: LG06 -121.0 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG06 - 1210, Page 1 Test Number Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass LG Engineering Services. Inc. -- Tile Uplift Test Result -- Project Number: LGO6-121 0, Page 2 KR - 1-1 + + + + 46' 1 T + + + + + + + + + 1. + + + + + + + T APITOX, 00F 1t5f LOCA11ON5 ANI7 7IM N510N5 I nspection Number: IN iP Inspection Date: 03/23/2006 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pta¢fiie: (305)795 -2204 Fax: (305)756 -8972 Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Wednesday, March 22, 2006 Block: J Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060140260 Lot: Phone: 3051244 -7501 Page 1 of 2 Passed Inspector Comments A.AatAde) 4 - stri't l2c f ... :ce.:449 4, _, o / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: IN iP Inspection Date: 03/23/2006 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pta¢fiie: (305)795 -2204 Fax: (305)756 -8972 Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Wednesday, March 22, 2006 Block: J Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060140260 Lot: Phone: 3051244 -7501 Page 1 of 2 BUILDING PERMIT APPLICATION_ _. FBC 2001 Permit Type (circle): Building Tenant/Lessee Name 1 - Owner's Name (Fee Simple Titleholder) J Owner's Address el 5 1r C— e) rf City I Q r State ) 2 1 0 Job Address (where the work is being done)'(5 3 1') q2_ J t City 2`fltan'1l Miami Shores Village County LMiami -Dade Zip ' ) J 3 Is Building Historically Designated YES ✓ NO Qualifier \I (O m G---0-61 2 A L S Architect/Engineer's Name (if applicable) 0Q � d $Value of Work For this Permit � Total Fee Now Due $ Z T / 2J (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. f3Fos Master Permit No. (7 n . l j v ( It4tkcfal 1 1'1 bing Mechanical Phone # OJ - (p3 Zip 8 Phone # Contractor's Company Name 11 Oyu R I ( 1 a r - t /to • Phone # Contractor's Address 3-90 O; LA- Q � L C E Cit )'>1 I G ry■ State - L-- - Zip 33 \ 1 State Certificate or Registration No. CG 00/ 7 Certificate of Competency No. Phone # Square Footage Of Work: c7 0 0 Type of Work: ddition ❑Alteration I ew ❑ Repair/Replace ❑ Demolition n _I t ` � Q Describe Work: k l� Mc i hC.) —' 1 t Qt-3 * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant.. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * *** * * * * * * * * * * * * * * * * * * * * * * * * *s * * * * * , ass ss s *** * *** * *** * ** s***** s* s * * * *** * * *s *ss * * * * * * *s * * * * * * *s* APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning • BUILDING PERMIT APPLICATION FBC 2001 Owner's Address City itiA,CLVA.4 Tenant /Lessee Name Contractor's Company Name Contractor's Address /> / City �,� Qualifier .. 9��1 f7iZo Type of Work: Describe Work: Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical / Plumbing Owner's Name (Fee Simple Titleholder) 4 J /lt �� Phone # Q2 s-+ State 1: - 1 Job Address (where the work is being done) City Miami Shores Village County Mia -Dade Zip Is Building Historically Designated YES NO Ali At a%(-14 eit/F r4 r Code Enforcement $ Structural Plan Review. $ Permit No. Zip 33 1 3`t5 Phone # Mechanical Phone # (5)97/ — 3`S Phone # 6Pes— Master Permit No. 3 Pd Y Roofing 702cc�5 State Zip ; 33 / T7 State Certificate or Registration No. (J] �/ 5- 7T/9` 1 - -- Certificate of Competency No. Architect /Engineer's Name (if applicable) $ Value of Work For this Permit A j 0` / Square Footage Of Work: 9/4, 94- Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition .("296Z if ?& * * * * * * * * * * * * * * * * * * * * * * ** *F *CG * * * * * * * * * * * * * * * * * * * * ** Submittal F e $ Permit Fee $ S �'_ V ) f CCF $ 4 1 v CO /CC Notary $ �• Training /Education Fee $ C , cJ Technology Fee $ Q - Scanning $ (M7 ' Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Print: My Commission Expi es: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: chc 05/13/03 Signature � Signatu Owner or Agent The foregoing instrument was acknow dged efore me this The foregoing instr day of ,20 ,by , day of who is personally known to m• or who roduced who is personally known to me or who has produced As iden ' ica ''n and who did take an oath. 11 NOTARY PUBLIC: NOTARY PUBLIC: Sign: _ Sign: a;°",, as identification and who did take an oath. GRI S i2Ei' "S Comm# DD0308772 ��'` Exp Print: % ` • • Florida ry 42E4 0 3 My Commissio . " " "° ' " ej * * * * * * * * * * * * * * * * ** ******************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * ** 5 2.5 - U.S' Plans Examiner Engineer Zoning Owner's Name (Fee Simple Titleholder) q Owner's Address 5 J Ni ry 1 City `m t' 13 I'1 t 5f'lo1ZeS State -F16 X21 DA Tenant/Lessee Name Miami Shores Village Building Department Job Address (of where the work is being done) `T 5 E i2 5 City 'L t • I ` i 0 o unty —Fi'O Ri D i - Zip / 3 31 �R . Legal Descriptio � • €(A Roo ~ � l t\11 Contractor's Company Name NOTARY ; UBLIC: Sign: Print: My Commission E Rev. 09/19/03) Change this STN day of „De C. ,200 , po.D poLP» who is personally known to me or who has produced As identification and who did take an oath. EXPIRES: February 28, 2006 Eo;.d ::I Thru hn "ry Pa :c Unterwnters Signature tractor Permit No.aPcs Zip ,5313F3 Phone # Phone # NOTARY PUBL Sign: Print: My. ommissio Phone # L O.5 0 /281 Contractor's Address 59/ 5 LAT q 3 R c City Yni ' n a YYl State -F Lo ? J 0 4 Zip 33) 73 Qualifier 4 ea m Describe Work: Kial R O -- r► c 1‘1 IC I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Contractor Owner or Agent The oregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me day of., 0 7) cc. , 2005 by / earn 6-0A/;._41E_ . who is personally known to me or who has produced id-ntification and who did take an oath. ,/ .1 , ii i, r l � ( C " "SI5SI0,til 1 DD 095053 / k 4 5'„� XrIF' S: F , nuary 28, 2CC6 '„ y,,, - I d Tin /! n PL '•C L' a ".r'Crs 1t*****l*****************!* 7kl k**** **** * * * ** ** ** ** * ** ** * *it *lk** *7 *** **** **At*7k7kik*** *l kit *it*** * * ** *lk7k*** *!k * *!t *fit *** ** Issue Date: 12/20/2005 Owner's Name: FRANCES ROLPH Permit Type: Roof Work Classification: Roof - New Job Address: 453 92 Street NE Comments: NEW ROOF FOR ADDITION Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/20/2006 Contractor(s) Phone Primary Contractor ADVANCED CONSTRUCTION SERA 305/244 -7501 Yes Type of Work: New Roof Additional Info: ALTUSA / ALMAR TILE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $3.00 Education Surcharge $1.00 Notary Fee $5.00 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $274.25 Building Department File Copy Applicant Signature Invoice Number RF - 12 - 05 - 23193 Total: Re • uired Ins . ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Amt Due $274.25 Permit Status: APPROVE[) Permit Number: BP2005 -598 Phone: Parcel #: 1132060140260 Block: Lot: Section: PB: Total Square Feet: 914 Total Valuation: $ 5,000.00 Amt Paid $274.25 $274.25 DEC i 9 PAID 4 i4--zs rr c eA NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL. AGENCIES. andlinthirlanentinfennatkpl ,\ Na ,0;\,t1:7"ihi No. Promos Job At IgriaM 0 Lori Mop O Mingkm ;iii(k;etvRog 0 Re-Rocding 0 Recovering 0 Repair 0 Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4 g 7. 6 o e.46 SactioftiB (Rog?! Finn) Ski Roof Aare illustrate all levels and sections, roof drab's, scuppers, overflow scuppers o overflow drains. Include dimensions of sections and levels, clearly itionlify dimensions of a�'vatedpressure mass and location of parapets. . ROOF SYSTEM INFORMATION ROOF CATEGORY 0 Medranlcaly Fastened TIM 0 Metal PueVShI ngles 0 Prey BUR -RAS 150 ROOF TYPE • ALwA NC= \C rRL 0 Wood Shingle /Shakes Are there Gas Vent Yes ❑ No Type: Natural ❑ LPGX ❑ • Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D:(Steep Sloped Roof System) Roof System Manufacturer: h rt/S 4- /L�y ,q (k . Notice of Acceptance Number 4.-) " //i ;a , O . r� Minimum Design Wind ' If Applicable (From RAS 127 or Calculations): 4EC.- P1: P2: P3: Maximum Design Pressure 66.S (From the NOA Specific System): Method of tile attachment: PO L ?a � o ggao Steep Sloped Roof System Description Deck Type: 04" O ype Underl yment: Insulation: Fire Barrier: ( 3 o bB ><- Fastener Type & Spacing: 4.0.o1/i IV M / c s /2"0C ra) / d ~ OC 444PS Po4r•' at ed / vM P,•Try Nolo ype Cap Sheet: ilc /p* b /c//a /L dcl— oof f Covering: ' ( /GTt/3.� ' F4�y 77 No,4 '4r1 Type & Size Drip dge: Myers Li EZ■ 3.' "t3 dhesive Type: GA . S Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method l "Moment Based Tile Calculations Per RAS 127" (P1:47.6 x x 1 174 = /3.04) - Mg: £ d7 = M _ .t �� NOA M (+3 : xX 4 7 Mg: .�, 7 =Mr3 NOA M t Method 2;"Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M Mean Roof Height -4. Roof Slope 2:12 3:12 4:12 5:12 6:12 7 :12 Al calcu aeons must be su mate M, Required Moment Resistance* 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3_ " Based Tile Calculations Per RAS 127" (Pt : x I: x w: = -- � - W: (P2 : x l: - X _ _._ - W: (P3 : x I: - x+ IV: a ) - W: x cos 0: x cos x cos 0: Description or 1 7 127 a e 1 or .y an engineering analysis prepared by PE based on ASCE T Mean Roof He,: t ob Site Roo 4o B o. Site Acre' ynanuc M tip er )L OA Restoring Moment due to ravrty Attac cot R Require q omens Resistance C cu ate Minimum Attachmau Resistance OA egwred pLR Resistance culated Average tle eight W OA Ti e Dimensions, = ength OA vp• width v • • • • • Where to Obtain Information Symbol Where to find Design Pressure P, or to a Bu i mg OIbcia1 at a time o permit application. 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' • 39.7 37.4 35.1 32.8 30.5 28.2 = F n: • NOA F' Fa: NOA F' = F a: NOA F' 40' 42.2 39.8 37.3 34.9 32.4 30.0 M1AM PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spris g- Stuebner Road Spring ,TX 77383 -1132 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLE[t STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 3952902 FAX (305)3'72-6339 Your application for Notice of Acceptance (NOA) of Two Component Polyurcthene Foam Adhesive 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 suck product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expens of such testing will be incurred by the manufacturer. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & 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 Mlam i -Dade County, Florida under the conditions. set forth above. APPROVED: 06/14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Ws04500011pc2000ttemplateAnotice acceptance cover page.dot Internet mall address: postmaster @batldingcodeonline.com Homepage: httpi/www.bnfdingcodeoniine.com Polvfo.m Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Catego 'v: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as &scribed in Section 2 of this Notice of Acceptance. For the locations where the design prssur+e requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system fo r single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product A_p,t Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane Foamoro® RTF1000 N/A Dispensing Equipment ProPr ck®30 & 100 N/A .1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. � .2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor • Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Approval Date: June 14. 2001 Expiration Date: May 10, 2006 Results 1.6 lbs./R. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan Humidity, 2 weeks Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. ATIONS 31 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3 2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3 5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. -W _ 2 3 4. 1 i STALLATION 41 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with .Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA Polypro® AH160 rooftile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. Polypro® A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. Polypro® AH160 shall not be exposed permanently to MS Frank Zuloaga, RRC Product Control Examiner m Produc In 4 ACCEPTANCE No.: 01-0521.02 8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2. to 3 minutes after Polypro® AH160 has been dispensed. 9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. t ELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. ILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Mm. (grams) Fk-t, Low, High Profiles #1 35 N/A [ hh Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, Hlgh Profiles #3 8 m Produc In 4 ACCEPTANCE No.: 01-0521.02 8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2. to 3 minutes after Polypro® AH160 has been dispensed. 9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. t ELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. ILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. ACCEPTANCE No. : 01-0541.02 ADHESIVE PLACE SINGL 5 Frank Zuloaga, RRC Product Control Examiner Polyfaam Products. Inc. ACCEPTANCE No.: 01-05 1.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has - a I filed and the original submitted documents, including test- supporting data, engineering , are no older than eight (8) yeas. 2. Any and all approved products shall be permanently labeled with the manufacturer's I . I city, state, and the following stag "Miami -Dade County Product Control Appro ; ", or as specifically stated in the specific moons 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 including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentati on 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 late 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, advertisi other purposes. 6. The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and by the expiation date may be displayed in advertising literature. If any portion of the Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Act as well as approved drawings and other documents, where it app be provided to the user by the manufacttrear or its distributors and shall be available for i nsF 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 re Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 I I V I11-1I :optance, or any followed N otice of d es, shall ec tion at aw val of 'DEC 15 2002 12:44 FR BRADCO SUPPLY >iulLDDIC CODS coMPUA.'CE C6FtCE =CO) PRODUCT CONTROL D1v161ON NOTICE OF ACCEPTANCE Q OA) Abner (USA), Ise. 6301 NW 77 Avenue Meng PL 33166 SCOFF This N DA is being issued under the applicable rules and reguladona governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade Cour.ty Product Control Division and accepted by the 3oard of Rules end Appeals (BORA) to be used in Miami Dade County and other arsons whets allowed by the Audiority Having Jurisdiction (ANJ) This 140A shall not be valid after the expiration date stated below. The Miami -Dade County Product Coattol Division (In Miami Dade County) and/or the AHJ (in areas other then Miami Dade County) reserve the tight to have ibis product or material tested lot quality Assurance per. titbit product or material tails to perking in the ac:rpted manner, the manufacturer will incur the expense of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revt.ke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material teas to meet the requirements of the applicable building code. This product is approv -• ; • - -1.”i, and has been des',gned to comply with the High Velocity Hurricane Zone cf the ON: Altura "S" Clay Reef Tile DISC • •••,•• anent label with the mare theturer's name or logo, city, state and following statement: "Mtarni -Dade County Pro • c Control Approved", unless otherwise noted herein. RENEWAL of this NOA shell ba consideted agar a renewal application has beta Fled and there hos been no change in the applicable building code aegrrively affecting the performance of this product. TERMINATION of this NOA will occur atltw the expiration date or if then has been a revision or change its the maurals, use and/or manufacture of the pn,duat or proems. Misuse of this NOA as an endmement of any product, for ales, advertising or any other purposes shall automatically tesminatethis NOA. Failure to comply with any section of this NOA shall be canoe for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, l loride, end followed by the e date may be displayed in advertising literaatrc. If any portion of the NOA is displayed, then it shall be dtauc in its entirety. INSPECTION: A copy of this entiro LOA shall be provided to the user by the manufacturer or its distributors and stall be available for inspection at the job site at the request of the Building Official. min NOA coneimta of Wages I through 7. The lubmitttd documentation► was reviewed by Frank Zuioaga, RR�C I 305 836 2152 TO 3052754663 P.01 MIAMI -DADE COUNTY. FLORIDA MEtRD•DADE FLAOLEA BUILDING 140 WEST FLAGLER STRUT, SUITE 1603 MIAMI. FLORIDA 13110.1553 (305) 315490: FAX (305) 315 -2908 NOA No.: 01-1113.03 Errptratton Dam: 12116/07 Approval Dots: 12/13103 t.gc1of nP 1:a s ',r, •L Sfl T ri 'DEC 19 2002 2 :44 FR BRADC'° SUPPLY Tit CI el( PING ASSEMBLY APPROVAL Roofing Roofing Tiles Clay RO Cat Su Category: Ma : 1. SCOPE This renews roofing system using Alines One Piece S' Clay Roof Tile s. as tranufietu 3d by Almar (USA), Inc.. and doscribod in Se etion 2 of this Notice of Acceptance. For locations where the pressure requirements, es determined by applicable Building Cede does not excel the design pressure values obtained by calculations to compliance with RAS 127 Ming the values listed in rre mion 4 herein. The attachment calculations shall be done as a moment based system. ry: PRODUCT DESCRIPTION Arwlteent A; sa One Piece 'S' Pieces SUBMITTED EVIDENCE: Tort Animal' Center for Applied E a: ineering, Inc. e Center for Applied E , giaieering, Inc. e Center for Applied E gingering, Inc. e Center ibr Applied E gine ri11g. C loam Corporation Testing P Aspbsh Tealmology, tno. R land Technologuss Test M! Saodns10J* TAS 112 L =18/•" W = 10.5" W' thick nominal 3.25" high Length: varies TAS 112 Width: varies varying thickness L = 6" PA114 D x0.125' LAha =2" PA114 , 'A " 0.05" thick Teat NdcrgiAer 94-083 94.084 25.7200.1 Prop :cilia. Na 307025 Test OMDC -78 MTS 520640 CLF- 003.02 -01 7161 -03; Appendix 111 305 836 2152 TO 3052754660 P.22 Product Distention High profile clay roof tile. For dime. deck or batter, nail -on, mortar a of or adhesive set applications. Accessory trim, clay roof pieces for use at hips, ralccs, ridges and valley tannintion.. Manufactured for each tile profile. Tile clip L Shaped file clip �t Nunes Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101(yMeror Set) Static Uplift Testing PA 102 (Qinek -Drive Screws, Batten) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 April 1994 May 1994 h t . 1995 Qc .1994 May 2000 Octocr 2001 Dee. 1991 NOA No.: 02- 1115.03 Expiration Date. 12/I0/01 Approval Date: 12/12/02 Page 2 of 7 ,CEC 19 2002 12:45 FR BRACCO SUPPLY Feet Aeenev Reddand Technologies Reiland Technologies Rer land Technologies Ftsotand Technologies WElker Engineering, lac. Winker Engineering, Inc. WJker Engineering, Inc. W.Uker Engineering, Inc. Walker Engineering. Inc. One Waste IS' Tito Testattller 7161 -03 Appendix 11 Loner Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation C21 a1aeicns Evalwuion Calculations Evaluation Calculations Evaluation Calculations 305 826 2152 TO 3052754660 Teat Nume/Rst:art Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (■411-0n) Wind Tunnel Testing PA. 109 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25.7183 25.7094 25-7496 25.7584 25- 7804b -8 25 7804 - 4 & 5 25- 7848.5 dt:A�X Dee. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 Apiil 1996 December 1996 3, LIMITATIONS 3.1 Fire classification is not pan of this acceptance. 32 For mortar of adhesive set tile applications, a static field uplift red shall be performed in accordance with RAS 106. 3.3 Applicant shell raisin the services of a Miar7ei -Dado County Certified Laboratory to perform quarterly test in accordance with TAS 112. appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 heroin. 3.5 30/90 hot mopped uaderlayment spplioationa may be installed perpendicular w the :roof elope Curless stated otherwise by the underlayment materiel manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deok requirements shall be In compliance with applicable building code. 3.7 May be installed on slope. 7:12 and greater. 4 INSTALLATION 4.1 Alma: 'Altura One Piece 5' Clay Roof Tile and its components shall be installed in shot compliance with Reefing Application Standard 11AS 118, RAS 119, and RAS 120. 4,2 Data For Attacbumnl Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) T119 Profile WeIght -W (ibf) rs -1(it) 6.9 1.52 width -w (ft) NOA No.: 02.1115.03 Expired*" Dace :12116107 Approval Betz 121U102 ;rase a of 7 P.[3 :t: 1: -•a -n!,- l •lq:i Table 2: Aerod narstc Multi !era - X Op Tile Profile X l 1 k ('3 Batten • ilcatton 1 DI n,;,.,:.1 1 y- cation • ne Piece 'S' The 0.263 0.274 Tile Profile Dhe P tea '8 r is Table 3: 3 ": 12" or leas Battens Dlroct Deck Restorin . Moments 4 ": 12" Battens • met • us 5 ": Battens _ to Oravi 12" Direct Dock - 6 ": Batton ft ibf 12" Direct Doe -� 7°: 12" or liter rumens Direct i Deck 4.47 53 t J 4.40 4.31 5.18 4.20 _5.03 4.08 , 4.89 Table 4: Attachment Resistance Expressed as a Moment • Mr (R-bfl for Nall -ott Sritant$ Tile Prof la r Fastener Type Direct peek (Min 18/32" plywood) Direct Deck (Mtn. 10/32" plywood) . Battens C ne Pleco '5' T to 2 -10d Ring Shenk Nails 29.8 41.2 � 19.4 ' 1.10d Smooth Or Some Shank Nei 6.1 8.8 f 2. 2.100 Smooth or Screw Shank Nbl s 6.9 9.2 7.3 _ 1 ,I Screw 28.7 28.7 NIA 28.8 2 .era Strews 582 58.2 1.10d Smooth or Screw Shank Nat Fl id Cu 23.1 23.1 19.0 - - .0d Smooth or Screw Shenk Net (Save Op) 2 .3 2 . 24.0 - 2 -10d Smooth or Screw Shank Nabe FId Clip) 27.8 38.1 27.6 38.1 88 41.8 2 -108 Sr>or Screw Shank Nabs (Ear+e Clip) 1 Bcnw with Alto . Cl • (See clip details! One Piece '' i 1 Screw with dip (et the - pe' head of tie 167.1 187.1 N/A One • , ece S' 1 Screw th p (Who "118 emiar course of tie) 5.2 35.2 t N/A • . Screw moot be inetellod in Ina Inside nest note toasted nearest to tyro Pump Of the Ms. __-__-____ Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two P Adhesive Set tams Tile Tile Ap • !cation Profl(e . _ Minimum Attachment 1 RestettACe line Placa'9' Tile Adhesive 2a.3' S.e manuhlChtns e0rnoonsnt a br msWbdon rogtrlternents. � - Ftexitle Products Company rt.tlond Average wawa per patty 10.1 prams. I ' r Polybam Product, Inc. Av.rroo w.leht per petty 0 wens. CEC 12 2002 •b • 12:45 FR BRADCO SUPPLY 305 836 2152 TO 3052754662 r.e4 NOA No: 02- 1115.03 Etpirst10 Deter 12/16/07 Approval Date: 12/12/02 Pep 4ef 1i ..tIr. • b l air• * J . .Idyl Table 5A: Attachment Resistance Expressed as e Moment - Mr (ft -Ibf) for Single Patty Adhesive Set tlysteme Tile Application 1 Mlrtlrr eslstence ment Tile Profile Qrw ploys;' Tim Polyfoom Poly T ' I 66,5r j Polytoem Pot ProTM 4 Large paddycfacement cf 63prams of PolyPro"', 5 Medium noddy placement of 24prnms of polypror ". L c L• -10 r"R C ;r - iL'.l' JUr -l'!J u:o c r i u-J.- • __ • Table 58: Attachment Resistance Expressed u a Moment - M1(ft•lb() for Mortar get Systems Tile I The i Attachment Profile Application 1 Resistance i One Piece 'S' Tile 1 Mortar Sot' 1 24.60 5. LABELING All tiles shall b=ar the imprint or identifiable marking of the manufacturer's name or logo, or following s;aurnor:t. "Miami-Dade County Product Con :rol Approved", • 6. BUILDING PERM1T REQUIREMENTS 6.1 Application for building permit shall be accompanied by oopies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or app'acable building code in order to properly evaluate the installation of this system PROFxLLr D.RA.WLNCS OSE PIECE'S' CLAY ROOF TILE :BOA tie.: 02.1115.03 Expiration Drrc; 12/16/07 Approval Data: 12/12/02 Page! of7 i.ck.. .:u ic.tio rm DRFYULV aur•r•L I r c'^ CLIP WITH ONE (I) ICRSW ATTACHE;, TO DICK 'SPANISH a' TILY SY ALTUSA` (TY /,) CLIP DrrJJLs 3-1ir OVgRLA' (CCVCRS PIN HOLE) v J OZO C I D C I V JUI (04400 r . Jb • SCREW IN THE ■NSIO i $OLi NHAAEST TO Till HUMP OF TN' TILW CLIP Ed( NOA No.: OZ •11 t 5,03 Expiration Date; 12/16/01 Approval Date: U /12/02 Page 6 of 7 DEC 19 2002 12 :4? H bKHV 5U - rL SCREW )lt0LDE CLIP OH TO DECK) "PANED.; 8 MC DV ALTU6A "? CUP PLACEMENT MM. CLIP DETAILS (CON'T) lir OveRLAP tCOVw nN NOLA: ■ teat/ fN THE IN1IDe MIL Nue M !WRIST TO TIM HUMP OF THE TILE END OF THIS ACCEPTANCE DECK ----- DECK () ME:T►L C.IP �--- 2 SOIIEW NOA No.: 02.1115.03 Eaplratloo Dtt.: 12/16/07 Approval Date: 12/12/02 Pagel oil <* TOTAL SAGE :r4: BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) X O' dvi4 L/ Z / Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name < t U VIA Contractor's Address /0773 M&) City Qualifier JO B Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Idition Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 F; r a - - i Permit No. 0 20 r Permit No. (9 9 -/(a y Q S, o O �� County Miami -Dade NO ❑Alteration ['New Permit Type (circle): Building Electrical Plumbing Mechanical Zip Phone # 4s "3 N� 92 Lo 4 W1r &ftevt 3-T State Zip Phone # Permit Fee $ 3C/ - CCF $ Phone # 305) 7(' 6 Phone # Zip State Certificate or Registration No. Certificate of Competency No. Technology Fee $ 33 I3:I s) ( 60 e t 33 Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ❑ Repair/Replace ❑ Demolition CO /CC Radon $ Zoning Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv and a reinspec ee will be charged. Signature My Chc 05/13/03 Owner or Agent / Contractor The fore oing instrument was acknowledged before me this I The foregoing instrument was acknowledged before me this day of � 0 20 (cby`r_ l CS 17/ day of , 20 _, by ission Expires: who is personally known to me or who has produced who is personally known to me or who has produced / APPLICATION APPROVED BY: As identification and who did take an oath. om 111 NOTARY PUBLIC: TARY PUBLIC•STATE OF FLORIDA Sign: Yo ••• Hernandez Print: �^!,v.y;m� ,,;, 111 , n.ed1 ,T ding Co., Inc. Signature as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ` O Plans Examiner Engineer Zoning