The URL can be used to link to this page

597 NE 93 St (7)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building / PERMIT CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit N9 4969 Contractor's ' el License No. 3 DATE. Architect Contractor ; or Builder - Legal Lot Subdi- Description B1 vision Signed— ,9° 4 7 ,;-- ... ., . - 7 , /. f ; ".2 -e. i'., ' - , ( - Address of Value of 1 Amount of Building i ,..... . ,,-- " - -- 4,.. Project $ 1 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. INSPECTOR 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 as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ARBOT BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. FLORIDA o PERMIT N? 2399 0 0 B1 DATP 195 Contractor's License No. Work to be performed under this Permit— Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY. INSPECTOR 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY air Date 1. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address j '/ 7 Tax Folio // 32 O . o l ¢ 78 o Legal Description Lc, / Pock S A ` Owner/Lessee / Tenant c O - ,f owner's Address NG c 3 st4 . Historically Designated: Yes No Master Permit # V---379 Phone Contracting Co. pl© k. e 12 .+� ,, C . Address ' 7- 00 ( L. C4-- ,� . N I. Qualifier (...c.. ✓t ( (.9-Q. � r A J SS# a4� - -39 Ph �� c� Z6 State # RC-G4) 2 c "1 Municipal # Competency # ezzo /o0 Ins. Co. Fk SP Architect/Engineer /u /i Address Bonding Company "MI Address Mortgagor /lam Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING)PAVING FENCE SIGN WORK DESCRIPTION ? l <1.“1 Lj 0.4(6 _P --(—JJz (,„ T. cs °,,_Iftr - Rhy Square Ft. g) Estimated Cost (value) j 3i D C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is 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. - Q `2 L_Lsz C:o /411c,avo Signature of owner and/or Condo President Date Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: FEES: PERMIT 1 7.) RADON C.C.F. fI s 90 NOTARY 0 — BOND 30O TOTAL DUE 3 83. 9 APPROVED: Zoning Building l L I f 1 1 Electrical 1 Mechanical Plumbing Engineering Date Legal Description APPROVED: - Owner's Address Square Pt. - 7 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 4 Job Address S? , t } ( ' 3 SL Notary as to Owner and /or My Commission ** * * PEES: PERMIT RADON Zoning p/64- Signature of owner and /or Condo President Date: ndo President Mechanical / Lessee / Tenant iQpL't4 / C(ar 51 Ak ? 3 SA Contracting Co. PI 0 EAO ? AD4A- C [ • Address Qualifier �� SS4i oho - State ! WC. 4 Municipal # Competency 0 Coco (0 0 74 Ins.Co. 1�( 'el Architect /Engineer Bonding Company it/l14 Mortgagor MARK DIAZ 'g' r= MY COMMISSION N CC 461428 •: 4 EXPIRES: April 6,1999 �R� ��;••' goaded - Rum NOSY Pub * * C.C.F. Fire Building Plumbing Tax Folio 11 32Z (o OWN 10-10 - 41-J2 (,.,\ � c.ce L.. I � �P �- � �1 �..L wL:1 -4 Address / Address Address / Estimated Cost(value) Master Permit 0 Phone 6 rc J 56. / .4) P(. 3)0 70 Phone � o - 7 o Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING PAVING F ENCE SIGN WORK DESCRIPTION - i / 11 30k 4,,„ ^c" *L c ` / 0'`'f. WARNING TO OWNER:. YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SONNY 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, ROOFIN and MECHANICAL OWNER'S AFFIDAVIT: I certify that all the foregoing information i- a curate be done in compliance with all applicable laws regulating constr ti < and z authorize the above -named contractor to do the work stated Notary as to Contractor or Owner My Commissio Rxpkrnn_ - - �;.,.y MARK DIAZ $ ,'� ¢ MY COMMISSION q CC 451425 EXPIRES: A rll 6,1998 - p * ? ; Bondh Thru Noterll'ublb Undor*iters Other - . Engineering.. c Owner- Builder will re, I Builder ** NOTARY TOTAL DUE !r Electrical Contractor's Name: Ft. V Ft. V Deck type: Al/ r� ATTACHMENT Fastener Type: SPACING Field: Perimeter: Corner: R . CI 4 ? ,,,„- DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 9 --Cha..0 \ Job Address: —C 1 YV c 3 . ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) 44etter- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof IL roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 2-451 Total (f) Z4 c ) Master Permit No. Exposure category (per ASCE 7 -88): - Building Classification category (per ASCE7 -88 table 1): 1 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 I r r r ROOF PLAN .1d 4 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? I N.)( ( I r t MEAN HEIGHT 16 Deck type: Underlayment: Insulation: 11' ROOT SLOrs D E T A I L 3 SLOPED SYSTEM DESCRIPTION 3O Ld Sk ea - Fastener type & spacing: 1 I( " r 4. Cap Sheet: Roo[ Covering: 0 1. AltaJ w-74 Drip edge: X 2 fr c r14 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmax1:7 (Pmax2:t 1 (Pma53: 1 41 ' TILE CALCULATIONS X X (Aerodynamic Multiplier): * 2.1 _ ) - M `o ; = M `''1 PCA: ) •C� x a. (Aerod Multiplier): • "1 1 ) - M 8�a . = M 2 " 4 - 7 4 PCA: �) d •�I • x X. (Aerodynamic Multiplier): • ` ) - M L. LL = M 1 & PCA: \ 1 6 •`1 Page -2 JUL -23 -98 02:57 PM METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-290I FAX (305) 375-2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. PRODUCT CONTROL DIVISION 11501 Northwest 117th W (305) 375-2902 Ntetllay, l !. 33 178 FAX (305) 372.6339 Your application for Product Approval of: Metro Roof Tilc, Nail - On, Mortar Set, or Adhesive Set "Concrete Flat" Roofing Tile under Chapter 8 of the Miami -Dade County Codc governing the use of Alternate Materials and 'Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Testwcll Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-11 and the standard conditions on page 12. 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 front 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 South Florida Building Codc. The expense of such testing tvill be incurred by the manufacturer. ACCEPTANCE NO.: 984423.09 Renews: 94 1222.14 EXPIRES: 06/04/01 Maul Rudrig Product Curslrul Supervisor Ti IS IS TI IE COVERSI1E1 1 SEE ADDI'I'IONAt.. PAGES FOR SI'ECIIrnC AND GI :NERAL, CONDITIONS BUILDING CODE COrMMITTF.E This application for Product Approval has been reviewed by the lviiami -Dade County Building Codc Compliance Office anc! approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPRO V E I): 06/0 -$/99 Charles Danger, P.E. Director Building Codc Compliance Dept. t✓tiami -Dade County P. 01 Internet malt address: postmaster @bultdingcodeonllne E Homopage:http://www.bulidlnacodeonlIno.com JUL -23 -98 02:59 PM P.02 METRO ROOF TILE INC. Product Metro Roof Tile Concrete Flat Trim Pieces ' roduct Rainproof II Ice and Water Shield TRADE Nuns OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specifications = 16" PA 112 w = 10" 1 -1," thick I = varies w - varies varying thickness PA 112 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Test Dimensions Specifications Lenzingtex -Z(3 140 59" x 164' roll PA 104 Single ply, nail -on Underlayment 22 lbs/roll underlayrnent. 30" x 75' roll PA 101 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 103 Page 2 of 12 Product Control No.: 98- 0423.09 Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description Single ply, nail -on underlayment with 2" sell-adhering; top edge. Self - adhering Underlayment for use as a top ply in a two ply underlayntent system with Approved 1130 or tt413 as the base layer. Product Description M anufacturer Lenzing Performance, Inc. with current PCA Orote:1-0- Wr,tp, Inc. with current PCA W.R. Grace Co. with current PCA ran • Luloaga, RRC Roofing Product Control Examiner JUL -23 -98 03:00 PM METRO ROOF TILE INC. r rodtic1 Roofing Nails Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTitcT''' ") Roof Tile Mortar "Quikrcte® Roof Tile Mortar ") Roo Tile Mortar ( "13ONSAL® Roof Tile Mortar Mix ") Test Dimensions Specifications min. 12 ga. with PA 114 3 i6" head Appendix E vertical niin. 1" x 4" It0rl%Qtltal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min, 8d x 2'1/]' or thin. 10d x 3" �b x 2`/," long 0.335" head di.^.. 0. 131" shank dia. 0.175" screw thread diameter N/A N/A NIA Product Description Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayntent attachment. Wood Preservers Salt pressure treated Institute LP - 2 or decay resistant !umber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 Page 3 of 12 Product Control No.: 98- 0423.09 Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, coarse thread wood screws Prepared mortar mix designed for mortar set roof the applications. Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof tile. applications. Manufacturer generic generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Product with current PCA W.tt, t3onsal Co. with current PCA Prank Zuloaga, RRC Roofing Product Control Examiner P . 0 3 JUL -23 -98 03 :01 PM METRO ROOF TILE INC. ProdAct Control No.: 98- 0423.09 Prod act Test Product nincec ions 52ecifications Descrjp( ion Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfuani Products, (I'olypro0 Al 1160) for use in rucf tilt Inc. applications. with current PCA Hurricane Clip & Clips l'A 11 Corrosion resistant Fasteners min,' /." width Appendix E bronze, aluminum, chin. 0.060" thick stainless steel, galvanized steel or CIio.LicstcLers plastic attachment min. 8d x I'/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nail; compatible with the clip. Page 401 12 Manufacturer generic I-rank Zuloega, RAC Roofing Product Control Examiner P.04 JUL -23 -98 03:02 PM METRO ROOF TILE INC. Test Agency Redtand Technologies Redland Technologies The Center for Applied Engineering, Inc. 11tc Center for Applied Engineering, Inc. Red iand Technologies Redland Technologies Redland Technologies Redland 'I'cchrxologicti The Center for Applied 1'ngineerntt, Inc. Testwell Craig Laboratories & Consultants, Inc. EVIDENCE SUBMITTED Test Identifier 7161.03 Appendix 111 7161 -03 Appendix 111 94 -084 94 -060A 7161-03 Appendix 11 Report Dated Aug. 1, I994 P0631-01 PO -It)2 Project No. 307024 Test iJMDC -73 Lab ir:EA -22 Tech: C. Suarez Page 5 of 12 Test Nanw /Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 Static Uplift Testing PA 101 Product Control No.: 98 -0. 123.09 Window Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA -108 (Nail -On) Wind Tunnel Testing PA -108 (Mortar Set) Withdrawal Resistance Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Dec. 1991 Dec. 1991 May 1994 March. 1991 Dcc. 1991 Aug. 1994 Sept. 1993 Oct. 1991 Sept. 1994 1):kt c July 1994 ran • Zuloaga, RRC Roofing Product Control Examiner P.05 JUL -23 -98 03:05 PM METRO ROOF TILE: INC. Product Control No.: 98- 0423.09 Undcrlaymcnt: Roofing Tile: SYSTEMS (CONTINUED) SYSTEM D: Mortar or Adhesive Set Application Deck Type: Wood, Non- insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Roofing Application Standard PA 120. (See System Limitation tl5.) Install tilt in compliance with Miami -Dade County Roofing Application Standard PA 120. (See "Data for Attachment Calculations' included in-this Approval.) Con 1. For rc- roorapplications, 15 /32" plywood is an acceptable substrate. Page 8 of 12 Frank Zuloaga, RRC Roofing Product Control Examiner P. 08 JUL -23 -9e 03:06 PM METRO ROOF TILE INC. Product Control No.: 98- 0423.09 SYS'1'E34 LIMITATIONS 1. The standard minimum roof pitch for lvletro Roof Tile's "Concrete Flat ", flat profrlt tile shall comply with Miami -Dade County Roofing Application Standards PA 1 18 or PA 120. depending on the method of installation. ?. For nail -on applications, fasteners for mechanical attachment of tiles shah have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County. accredited testing agency, in compliance with Miami Dade County Protocol PA 106, shall be performed. 5. For rnort:tr set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of 'Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roormg Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. Page 9 of 12 Frank Zuloagn, RRC Roofing Product Control Examiner P.09 Tile Profile Tile Application Attachment Resistance Me tro Roof Tile Concrete Flat Mortar Set 39.00 Adhesive Set 118.90 Tile Profile A (ft') Batten Application X (ft') Direct Deck Application Metro Roof Tile Concrete Flat 0.27 0.29 Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Metro Root' T ile Concrete F lat 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Concrete E 'lat Battens 4.90 7.40 5.40 9.10 24.20 34.83 22.10 32.20 Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 JUL -23 -98 03:07 PM METRO ROOF TILL INC. DATA For. A'1'TACktmENT CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') for Mortar or Adhesive Set Sy stems Page 10 of 1 P. 10 Product Control No.: 93- 0423.09 1 Data noted in Table 3 is for instal ation wi h a 3" til headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment — M, (ft -lbf) Frank ZLloagn, RRC Roofing Product Control Examiner JUL -23 -98 03:08 PM METRO ROOF"' ILE INC. PROFILE DRAWINGS 16' . MSF. "TRO ROOD TILE C EMF.`(T FLAT TILE Page 11ef12 P . 11 Product Control No.: 98- 0123.09 -.-•■•.{ Frank Zutoaga. RRC Roofing Product Control Examiner JUL -23 -98 03:09 PM METRO ROOF TILE INC. Product Control No.: 98- 0423.09 Metro Roof Tile, Inc. ACCEPTANCE NO: 98- 0423.09 11501 N.V. 117 Way APPROVED : June 4,1998 Medley, FL. 33178 EXPIRES : June 4,2001 NOTICE OF ACCEPTANCE STANDARD COYDIT[ONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acccptancc 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) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required :locumentation initially submitted, is no longer practicing the engineering profession. ,1 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. 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. 5 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 times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. .9 This Acceptance contains pages 1 through 14. R.NIT) Of THIS ACCEPTANCE Page 12 of 12 Frank Zuloaga, RRC Roofing Product Control Examiner P. 12 IMP MI MI SHORES VILLAGE AFPLOCATION FOR BUILDING PER L OT BUILDING INSPECTION DEPARTMENT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 8 squares Estimated Total cost of improvements $1 , 00 Date. Amount of Permit $.3-2° 50 Registered Architect and /or Engineer October 3rd 18 77 Owner's Name and Address Mr, Ed Soucy .-. No...592 Streetl a...93xd..Sk.... ,,,.,.,sass, -� .- ,....,,,,,<, sass.. Name and address of ltccnsed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 597 N. E. 93rd Street State work to be done and purpose of building (by floors) Reroof Garage Roof: Tear off existinta roofing cap 1 -30# felt to sheathing, niop 3 -15# felts with hot asphalt and cover with a layer of pea gravel - em�Eeclded hot a spEiaBB. and for no other purpose. New Building Remodeling Addition Repairs.. No. of Stories To be constructed of Kind of foundation Roof Covering 5 -ply Gravel Zone cubage required ____...plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspe ion on the •f the work such ppublic notice or notices as are required by the Act. The undersigned agrees to employ only such subco ors wo.to be per ed.. der this pennit, as are licensed by Miami Shores Village. Reinarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ( /_ Permit No.._..__ /912°C Date /G4.7` / `7 7 Read, Sworn to and Subscribed before me. Disapproved _ c ' — Date.._ - ( Signed ) -. e f 14,..Z Ca.:21�.... ./Zf` i .- --- Building Inspector Notary Public, State of Florida My Commission Expires • PLANNING BOARD DATE Chairman Member Member Member Member sass.. 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 hecn obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENiT PPiLB CAT N FE:1 BL LD N G "E OT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Feb, 4th„ 1964 , 19 Owner's Name and Address.. K. C. Wittich Dr, ._ _.__. No ..._.597 Street 19.>__.Eo___93rd._ _St., Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile CO Inc, 430 N. W. 79th Ste, Miami Fla, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 597 N. E. 93rd St., Mimi Shore;3,... !'.l,:i. State work to be done and purpose of building (by floors) 19 sq, red barrel tile tear— off, with barrel tile,_ and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering barrel t le Estimated Total cost of improvements $ 865,00 Amount of Permit $ " 5A ®0 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspecti on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only sucsubcontr..- rrs, on work to be p rformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed Disapproved Date (Signed) MIAMI SHORES VYLLAG_E J A. Martin, Vice President, 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, and that all facts therein by him stated are 1:7. Permit No._- .:.2!._7 / °' 9 Date ' eo T Read, Sworn to and Subscribed before me. Notary Public, State of Florida t 1 - Y Building Insp! tor 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 Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Y MIAMI SHORES VILLAGE, FLA. N0 5706 JOB I J b 07 A c t-E ADDRESS -� �1 N - 9 1 INSPECTION • 1 - t9-- Ep p ^. TIME READY 2 2 - t — � 4- REMARKS : ( INSPECTOR DATE MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the app�royal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of. Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. 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 d9' �1 E State work to be done and purpose of building (by floors) Permit ermit o Date Disapproved Date (Signed) Date No ,fl " Street..JL. . � ,19 Read, Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. New Building .I Remodeling Addition Repairs No. of Stones To be constructed of Kind of foundation Roof Covering 4 Estimated Total cost of improvements $ Amount of Permit $ /JO Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr c +rs, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i3uilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and AddresKe.n..netYl... , Wittich Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Company, Inc., 430 N. W. 79th St., Miami Fla, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 597 N. E. 93rd St., Miami Shores, Fla. State work to be done and purpose of building (by floors) We are to remove solar heater pan, repair roof underneath same, re -build solar pan replace red cement barrel tile, and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering red cement barrel tile Estimated Total cost of improvements $225.00 Amount of Permit $ 5.00 Zone cubage required Plan Cubage Distance to next nearest building.... Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcontractors, • work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) :/ 4 ' ` �:� STATE OF FLORIDA, Jos=A, artin, Vice President. COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Permit No Disapproved (Signed) MIAMI SHORES VILLAGE Date Sept. 30th, 1963 is No 597 Street N. E. 93rd St., to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date.... / —/ —' 3 Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida 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 Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date f ?a Type Insp'n Permit No. Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1305- 795 -2204 Building Inspection Request Name Name & Date BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name Contrac is Address $ Value of Work For this Permit ,, '0© Miami Shores Village Building Department Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder)) hI/I �l� �'1/ l . Owner's Address �j 9 l °1 /E - I a Cit l] State `4/ Zip 3303 Phone # 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ham Permit No. 6P26073- I S$1 Master Permit No. Phone # 3 0S ()°112-- Job Address (where the work is being done) 59 7 4,6 9 3 City Miami Shores Village County Miami -Dade Zip 331 J( Is Building Historically Designated YES NO x Contractor's Company Name `)g 7 IC/ /�� Phone # 31 7s 9:93-- 1(AE.9666 City �� ' 4-1 State 41 Zip ),.ffl Qualifier A killi Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City Smote Number of: Bays i Stories Families Bedrooms Type of Work: ❑Addition ❑Alteration ❑New ❑ Repa Describe Work: a rime FUr r Res * ** *lc * * * * *** ** ********r ees County Escrow Fee $ ' 4 6UU Permit Fee $ Education/Training Fee $ Tech $ Scanning $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Zip Square Footage Of Work: OO Baths ❑ Demolition Radon $ 00 Notary $ 5--c0 - ,� act 0 Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City Signature NOTAR Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc7/7 /03 t e(ed State 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. Owner or Agent The foregoing instrument was acknowledged before me this 2 day of , 20 d3, by n(_ , who is personally known to me or who has produced ication and who did take an oath. Gi_.D.', LREDA cc PSN56 t Gi F : ,,1 E::21 : Oct 2-5, .2003 P V)i) ) ( f.. ^,Y F7, onto �,;,wtc & Bondog Co Commission Expires: Zip Signature o Contractor The foregoing instrument was acknowledged before me this day of , 20(8 ., by who is personally known to me or who has produced as identification and who did take an oath. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. OCT - 1 2003 Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Da ./q £o i' Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof rad .9'9 q3 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ ❑ Metal PaneUShingles ❑ ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 03 - Mortar /Adhesive Set Tile Wood Shingles/Shakes ARE THERE GAS VENT STACKS? YES NO 4 TYPE-NATURAL ❑ LPGX ❑ ❑ Repair ❑ Maintenance 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. I::m napE . E■ :EC:E ' C " ' C " " E ""' E ■■"' CC: CE: C■: C::C SC: nnpornCE:EEC■:■E:CECE:E::CEEEEE numa:E 1 ..■. ■■ ■■■ ■ ■. ■ I:: C::■ C:: ECmEEEEEEE : ■C:': C■:C■ :E CE E:■■■■■mmumE:E■ u■ ■■■ ■■■■■■ . ■■ ■ E:a n ' ■■C::: om .■■■■■■■■■■ E E: C::C ii ::::t : ■ �■ ■■ ■C r■■ ■r■■■■ ■■ ■■ r■■■ ■ ■■■ ■■■ ■ ■ ■ ■■ ■ r ■■ ■r :■ ■ ■ E�■ ■ ■■■■■■■ ■ I " : C EC ' CC: ' :CCCCC E ' CCC CECCCCCCC: CCC ECCrC1�1C1::::C IEEC:E:CCE:C.C: :■■i■immum■■i E Gi�■ ■■GG.�■■nu ' C C ` am. :C ■ .■ ■■■r■■■r■■mu■ ■C ■ �r ■ ■■E■■ ■ ■■■■: ■.r ■■■■■■■■ . ;I. •_ i ■n.C ■C■■■ ■■■■■■■■:i.w ■ ■■E.E■■E .E ■ ■ CEE MIN C:CEh'CG ::II ' iCCC:C: ' ■ " C ■■■ ■ ■■■: ■C■■■■ ■■ L■■ ■■ ■ ■C ■ ■ ■■■■■ C p ■ C ■■E■ ■C■■ ■r■■■■ MILI:E ■EE ■■■■ ■E■■:■ E E■ C ■■■mnina ■■■■p.C■■■ MU ■ ■ ■ ■■■■ ■r ■■ ■I/■ ■ ■r ■ ■■ ■■■■ ■■ ■■ ■11■ ■■■■ ■ ■■ ■r■ ■■■r■■ I CCII ■•• C ' C E CE "■.■.■ E ■ CC C' CCC "' C C' CC : roan ::CC:C:' mm un ■ ■■r ■C ■ ■■ .� i.CCG ■■ C ■■■: ■■■ .: :E: ■C ■ ■r ■C ■■■■■C:;:C I.■■ ■C■ ■E ■C ■■■C■■■■ ■ ■ ■C■■■■■�� ■ ■ C ■ ■■ ■■C CCCC■. C:C .■■a E ■r ■■. ■ ■. �. ■■■■ :■■■■E ■:■■■ ■ ■■■ ■E■.■ CE:: : E ::':: m In, E: •iEE :i:■ui C■CC:CC : ■■■ ■■E■■ ■■EC i : ' E : ' C: C:C CCC:: i ' C E CC CC:: E: C : '° C: E CC:::::C ' : : C CC E: E m" : :: : :C: : : ' : ' ::: C C::EE ' E,��nnamm :::::::C :C:: :: C:Cu uC ■■■■■■ ■■. ■■ ■..■.: : ■ u•uuu.■■C■■■■ ■■■■■C■tiu:■■ ■.0 ■■■ ■.. ■..■■ ■■ I:.:: CCE C: ' :: C. E : CC:::umarmium ennn mnm I: t m: CI:C:.::C:C:CmmapCCmmm:C:* I:: EC: r■(�rr■ ■n■�.■u �■ri ■ ■■■ ■■■ ■ ■■■AMMI■■W■■ ■■■■■■■■■ ■wCC■■ ■EE■ ■w i■ i ■■■■n.■■.■:a■r ■■■■ ■ ■r ■■ ■ ■■■■■Emum■■ ■r ■■■■ ■ Mops : ::C:■:C'm■ ■■■ :na namman EEEEEEEE amm■ EEE mu ::� ' CCE9 E E ' � I'•_ C:C' p= C:.-',•• CC',:: C:: E : ECCC C EEE C E• : ' C : CEE 1 n ^ m : U mumna EE :E:EEEEEEEEECC ' . ' ■E: EEEEE:CCCC:CC:CE::C:C: 'r/ Roof System . Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notiflcatlon for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation J Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING • PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ti ATTACHMENTS REQUIRED: e , 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fdl in Specific Roof Assembly Components and Identify Manufacturer (if a component Is not used, identify as 'NA") System Manufacturer. / NOA No.; 0 ). /0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 5- Pmax2: b / ' 3 Pmax / J 3 / r Max. Design Pressgre, From the Spedflc NOA Deck Type; �6 T Ca Gauge/Thickness; A StoPe; Sheet & No. of Ply(s): Anchor/Base Sheet A Ma tertal: AJ Insulation Base Layer, h1/A Base Insulation Size and Tl Xi/1g Base Insulation Fastener/Bonding Material: Top Insulation Layer, / ri Top insulation Size and Thldmess: SOT Top Insulation astenerlBonding Material: k 0 •� Base Sheets) & No. of Ply(s); I PLY 73 Base Sheet Fastener/Bonding Material: - 7 - 7Al re9 , 1//7 / % if S _ ,t/i9- /[r s Ply Sheet(s)8 No. of Pty(s)• .0(//A Ply Sheet Fastener/Bonding Material:: Top Ply MCrimel heel' Top Ply F � f1 E .4)6 Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment yy Field: oc ® Lap, # Rows Z@ __ L _ ° oc Perimeter: & ' oc @ Lap, # Rows L @ k' oc Comer: i2' oc @ Lap, # Rows (a3 _42 oc Number of Fasteners Per Insulation Board Field Perimeter Comer illustrate Components Noted and Details as Applicable: WoodblocIdng, Gutter, Edge Termination, Stripping. Flashing, Continuous Cleat, Cant Strip, Ease Flashing, Counter- Flashing, Coping, Etc. jpdic Mean Roof Height, Parapet Height, Heigh of Base Flashing, Component Material, Material Thidcness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ,a Q ki.: R QtS ‘15 444 *N IS sw6i‘ f ' HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION- ORTROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry 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. 1. Aesthetics - 'Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. \4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. ' 4 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. \6. Overflow scuppers (wall 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 the Florida Building Code, Plumbing. ',tom 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Cno 31(4 Vireap ECTIor1924 /2- o3 Date Contractor's Signature EtIMILIMITGCOMIt COMOINAIME OWN= PDC* PRICIENCT CONITIMOILIBIVREPON NOTICE OF ACCEPTANCE OA GAF Material Corporation • 161 Alps Road Wayne, NJ 07470 ILVESSIMINESCOMIT4,, batrassaatrasutatesan stewelaretActiatnimamsonn DRIUMONI-195 pate 3754901 PAX Mb) 373496,1 Scene NOA beim issord =kr tbe appEcable Massa ream° gavetnim the tx:2 efom" The documentation =braised has been mimed by the BODO and accepted by the Baling Code and1Prothan Review Commhtee to be used in hfiami Dade County and other areas where aVowed by the °Ravig I ristled= (A111), ibis NOA shall ma be sad after the "has date stated below. Mee DirtmilYada coma Division (hi Maori Dade County) nadfor the Ain (In atm other than Mani Dade County) worm de rigs to have this product or mamba tested fur warty sesame Immo. ffIb todact orastaiM fails pertain inihc accepted manoer, d ffi isms tbe =passe Wm& testing and the AW may larowthately awake, rosary, or suspend the use of sash pmass or mania within theirjuistinden. BORAmanves the debt to swohe • this acceptance„ if k is demmined by NilaudDade Cooney Froth= Camel Division that ibis product ermatedid • fails to meet the mpriimmts after lepplanble bating code. This product is messed as destsilnd Issals, and bas been 'Win cumply wslit IrmiiVelecity• Hastionse Zone of i1 Fksida Bolen Code. DESCRIPTION: GAF Reherold. Modified Eftwaren Roof System thr Wood Deeks. LAEUG: Each shall tear a pemansat idol with the menafactnarei ram or diy,, stag and Mowing stem= "Sframi-Dade County Product Control Apposed; unless odassece rated ketchr. RENEWAL ofthis NOA. shall be combined after a amass' appriCtaina his how filed andante has been no change in the apprtrable Wilting code negnively afeding the paeans= ofthis ptedrt. TERMINATION adds NOA will Goan after the emir" tine or if there loss bon a revitima or change Abe materials, use, =Nor mansibctate ofthe product or ptocess. Kum edits' MA as NI 6116=911121t of any product, for sales. advenising or any otherpstpoors shall sothmaicaRy tensimee this 140A. Failure to ccanply with any swim ofthis NOA shall be muse fermentation and reiroval ofN0A. ADVERMEMENT: The NOA number procedtd by ths wads "ade thonty, Florida, red frillowed by the expiration date row be dasilayed in athestising Bemuse jfday portinn alba woA is &splayed, tbas It shall be done in its asizetar. INSPCTION: A copy adds Mire NOA skulk he provided to the user by the manailtrestur or its &seas= and shall he available for inspection *Orb she at tbe rawest albs Itailailsg Offichd. This NOA consists pages 1 emelt 33. ADEF.,13.Irmft Pap 1 af3h Type: Menskrane APP/SBS Heat Weld Deck Type 1: Woad, Non-insulated New Construction or Raoof Deck Description': a: or water plywood of wood plauic decks System Type E 1)o Base sheet mechanically fastened. All General System - shag y. Save she GAFQ.AS SID Mime= Base Sheet, STRATAVENIO "mar Perfurated Moaned Base Sheet, RIMIEROID MOP tiniondi, RUBPRO1D®2 L BUREROID SBS B - Wdd' Smooth or RUM= SBS t —Weld 25 base sheetmlly fastened to deck as descalied - Fastening Optlertte GARZA= PS d.GAF�ASFloc Ply= 6„ ci Basesheds ailed to dodo spacing ens" o. ace tap staggered and to taco sows 12' acin the &. . Meth= Design ~mere - gpsj See General Liatinsfore o GAFG AS®Ply4, GAFCAAS Hest W" 6, GARLA3 en Base Sheet ea any of abooellese: sheets abed to deck with 13181-Tee (GAFIIT) 812 or #14 Sams and 3" Plans, 1Z"or ia 3sous. One any is in the 2' side kw The ether sows ate apally spaced appentinandy 12"ou6.is the field ofthesheet alestit Sae Linutatina #, t o deck with • , „ : > • , , . a : n g sa and tin caps at o fastener spacing on" o c at the 4" bp staggered and is two news 9" o.c. in the (lifeedesses Defuse hesasae $2. pig See G we rallithE111 f GAFGLAS #75 Rase Shat crazy afaham Base dints armed to dodo with 1 L -Tec (GAFUTh) #12 or it14 S aews and 3" Plates, 12' sce. in 4 is One IOW isiii 2' side hp. The ether SOWS aeedually spseedapp ely9"i.e. in the field of the sheet afeeke" Des* a Ammo --644 See #7J Any ofabo.eBase sheets Asad :diodeck appeased annolarvisz shank ands and 3' reined Doll-Tee (GzAF TILE) insulation pis at a fastener spacing o f'9" o.c. ar*34 -lap staggeted in MID was 9*inthe (mss Des**o Presswe - 61p4 Genenerbissikailass GAFF AS #75 tine Sheet many of alpine Base sheets attached to deck with 1 Tec (GAFIZTE) #12 or #14 Scams and 3" Plates, r au. in 4 was. One tow is is the 2" side tap. The other ems ine equally spaced appinchentely 9" tic in the field tithe sheet. d -75 psi; See Gomm, Liesitedie 07) and /MA Pee 691. llpse 1 Appowo c Paige 34 Ot3! 0000 & Ny Sheet (Optial eacept ova Medfield Base Sleek IMR= MOP • Smooth, RIMEROIDO 20, RUBBROID SOS ReatWelliFat Smooth or RUBBROID SBS Erms-Weld) Goa or mote plies GAFGLAS PLY 40, GAMMASS PLY 60 Ply or GAFCiLAS Nen Ply 6 sheet mama ia a SE moping &avowed ingots oppliadvoiRato dot EVT sage and ate 2U O�jsJa. ar Robes:id Tondt Smooth omit applied anearlingtonnearadesees application instructions. Mentoran= One* afRobeeeillirtooeb SMOOth Ram" Tenth Grand; Robereil* Touch Plus Gam& eatnbetaill0 Tech FR. tatchapplind aomolog to mmfactunns Or c� =MERGED* SBS Meat-Wdfaa REIBEROIDS SES • i. NaMERINDID BemElieldull neat, IUMEROMO SIM Hent-liVeldin, =BERM* SBS Beas-Webleff Smooth, RUBERCBDO DistaCladam SBS andRIM=WIDO SOB Ileat-WebFu 25 anteI apeman to mmotosamee application iestreenos. Sualitinv (Gp6=) fantail see &the following 1. Gavel er slag applied at 400 Baal and MO Ibis; nape" io a of append asphalt at 6D ltx/sq. 2. GAF Peaceinn Famed Atomism ReofCaming at LS gat Isti. .413 GAF WeatheaConce at 3 galisg. gee* Sknoodtapplicalcone oily) 3. GAP Wealbancose0 b113*(blatrix 715 Goatioe Applied at 1 to 1.5 gatisq. Top Coat* Sudan Sad SRNs& On SS Cooing/ Applied at 1 to 1_5 Oh% Maxim= Deoivo Pressure: See Fastening Above WOOD DECK SYSTEM 11,1114T AMON& anchor sheet. 1 A * duet is awing wilt Ply 4 antlFba Ply/ when wed as a inseehanfen‘y 2. Maine= St" Dsns Desk sr Type X mann hosed is eseepsearte wowbe GENERAL IMITATIONS: Fee dassifientinn na of Ta necepeznA, refer to at meat Appsasnd Direstnar fin fac mews GM: peedat. 2. "may* knelled in =dap,' e Ile Ban beer he nandedis iseab asphalt shalibendbeeedin sibli the fateningpsneen Of the top/ayes appeal within EVT amps sedan e ar 3. Alt standadr pad sbes see P�sizesb�be�a4• 4, insulafans mien de appfied asks spa snow* wilh sowed asphdt hose sheet is lidtr inappat Nee, seamy booed is waft bee shoet shag be - it on; sr saip mewed V ant orassibike. fiedwelEag ate strips is ma ie dace sum ale atadi s anelesse dwaseacagarefea cad, Almloam, Y 17 in of 12 I Mi, 33 a a of is' nue of -45pse 5.. Fastener quainobriasalatien allsehmenrisbaedna 275 as is _ - 4 " seas Mow Asian be SAS 1056 �: faresir wins, as 6. F aooeie, ems minimum faseeersedemans seise asseife spans.56a dgie a ® a avec shall wreathe withdansal missal= yabehisa fan Testing Apprnation Standands TAS 105 and licalavianee ebb% ft Apprentien SeethellAS 137 7. Paimeter and caner seas thall comply .,bh Ge edema torah psalm teq° of thew comprane amt be keened fer bets beaming' and bale dna as =baked in alb Ewen AppEalenn Sanded PAS 1 & All ataimunt ad skim' g afperisrmer sank mew peek watt. Ale r[0A, awall ■ate,mpiiobb4 mason wide Raabe a s B RAS 111 a vr�ba d pethaelses,essaided ao aandeome* Mew eh Ihulassien apedneallyistearedvdtbleilds N 1, Cameral rad #7 wig nut a nem ]bft amiss - sr '11"17". 413 411M 111:52 8731123.1451 20 I it Mr. brichael IGada • GAF Materials Corporation 1361 Alps Road Wayne, NT 07470469 Ow Reference: Drag Ms. This is in tozponse oar convessation an June 22. 261112_ Cass Airtittena ANS1FU1790 . . fite tot data emed. the Moe* re sidezz syn Vety holy yam Douglas C Miner Engineering Group Leader Fire Protection Division Deck. C45132 kerne- contstacivat somas - arise ma the above, please coot= She swift. moms aasefifiafteszavelaszer) claigneetz modexpoiskein egen f _) In' (Optional): One or nacre Wan pore; ginde isocyanumta, porgensocyanware composite, polite/methane co" wood libormagtanarate composit any conthisaim thisimm Base Sheet One or more layers Type 62, Rama" 20 or Rub" SRS ffeet Weld Sam*. Ply Sheet: (Optioal). �e or MOM bIlyelS Type G Or Ca Wdd I70 Ittiewaid SBS lilegt Weld FR' or A 1014 Ma destiattd csittc atini Wad qUitY MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 101 15. Time Type Insp'n Tr `G) Permit No. 03 -13a Name hombrg_ Address 5 q 7 q SI Company le Phone # For Inspector: t O) ( Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES -VILLAGE BUILDING DEPARTMENT 1 305- 795 -2204 1" Building Inspection Request L L Date 101 1 5• Time Type Insp'n - 61 2 1 `C&p Permit No. 03 - Name honio i'Q Address Cj q3 s • Company 1 e Li Phone # For Inspector: r Approved Correction Re- Insp'n Fee ❑ • ti Name & Date Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE q'ge Z Job Address o Lrq 7 /� r f:Fcf Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 5) Owner's Address Contracting Co. /42 Y/ Z12 — g / & Address Qualifier °L 0 6 6, / • SS# 73‘ - -if/ Phone Tar --- ?86 C76 7 State # O--J6 g Municipal # Competency # Ins. Co. 7�� O� 7 U/" C' C�C— Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circfe one): UILDING ELECTRICAL PLUMBING MECHANICACROOFIN PAVING FENCE SIGN WORK DESCRIPTION /2/P M /a 6 T /%4 /'I "l/ `S J` /i- r I/ Y e Square Ft. 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. 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. Furthermore, I authorize the above -named contractor to do the work stat Notary : to Owner : :P. Condo My Co . ssion E es: Estimated Cost (value) DAYSI I#ODRIGUEZ e{ _ MY COMMISSION # CC 859170 EXPIRES: July 29, 2003 o r Bonded Thru Notary Public Underwriters FEES: PERMIT == _ > . c =o f'7 (� NOTARY to Contrac ssion Phone /0 716 </1/4 �d Master Permit # BP 'aO • / gel co ;; iif: Notary Thru Public Underwriters TOTAL D D 1 v 1 Electrical APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Mechanically Fastened Tile ri 'Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF tYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering ill Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section'B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • Section A (General Information) rocess No. "L-k ROOF CATEGORY /0' ' r AT /�9n s • i • I i SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry 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. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing 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. 0 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed removing the existing roof system)._ 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, . condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. c c • 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option - ofznaintaining appearance. a 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. C 6. Overflow scuppers (wall 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the s - • ' e of the 0 1 1 7i1/0A roof. • I3. (14RJ_2e" 0 Owner Agent's Signature Date CADOCUSIE -Acme∎ LOCALS -HT pISECTION132d..doc C High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI = COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 112" Roof Nfean i{eight. J Ridge Ventilation: IN /A Method of Tile Attactunent: 'Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: Section D (Steep Sloped Roof System) - Roof Manufacturer: 'Monier Lifetile LLC Notice of Acceptance Number: 1 9 9 . 1012.07 Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): _ Pmaz f. 5.42 - pmax pmax:3:118.14 - Maximum Design Wind Pressures, (From the PCA Specific system): 118.9 Sloped System Description Page 4 Deck Type: Alternate Deck Type: Underlayment type: JASTM D 226-Type I1 #30 Insulation/Fire_Barrier Board: 1N /A Optional.Nailable Substrate: 1N /A Fasteners: 11 1/4" Corrotin Resistant Cap Sheet Type /Adhesive Type: jASTM: D 249 #- 90 Roof Covering: lAtlantis. Shake and Slate Flat Prc Roof .Covering Attachment- Method: J dhesive Polyfoam .Drip Edge Material Type: Drip Edge Fastener Type: Clip Spacing for .Metal Roof Panels j3 "x3" D/E 26 ga field: 1--- Perimeters: E Comers: Perimeter Width: 5/8" Plywood ..3 Drip Edge Size - & Gauger 3° :face 26 ga.. Galvi nized Metal 2:1 hook Strip/Cleat ga. or weight IN /A Pagel of 1 http : / /www- co.miami- dade.fl.us/ bldg / roofing _permif ng /section_d_3.htmt 3/28/2002 Mean Roof Height in Feet 15' 20' 25' 30' 40' - Roof Slope 1 1 1 1 1 2:12 30.7 33.4 35.7 , 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1. 4:12 26.6 28.9 - 30.9 32.6 35.2 5:12 24 :5 - 26.7 28.5 r 30:0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8. 22.6 - 25.4. 25.4. 27.5 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI DADS COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (rite Calculations) For Moment based tile systems, chose either Method 1 or 2_ Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per.RAS 127" P -1 - : - 47:6 x A 0.24 _ Mg J . = Mr1 15.42 NOA Mf: 118:9 P2 :1100.6 xh - Mg :16: = Mr4 :118.14 NOAMf:1118.9 P 3: PET x A 0.24 - m = Mr1:118 NOA Mf: 1.1.8.•x. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: ! Mr Required Moment Resistance* Page 5 NOA Mr: *This Table must be used in .conjunction with a list of moment based tile systems endorsed by the Broward county. Board of Rules and Appeals. htt www co. miami dade.fl.uslbidg/roofing _permiting /secti e 3.htm 7-4 ' (-)7 / -5 / { ,-! Pagel oft 3/28/2002 ta1-tit )1.) LC i k .\14 :cr Liferik LLC W 20 Sc. 8 a This prod 1Cthi 0.1e e.eter Code The. .-k c of a Co: Produc: Iris Shake awl Fh;t Pi-u/' Ti/c CE-.:Lptcr S che Cod..2 :ructior . and cor,Iplec.ely .c. 3;tild;ng Ccde Comp;ianze (2CCC') .Appr cd:12/30/1999 FL c S • CO \I CT •)•.4 uf,•: Cn\Tk 1 , ' ' ' . " ) : . . . C 7 CC \ Tm0:_ 1310• f:C! ths Sp here:i pproval s11311 no; be vt.i!id zne evtion. stz:ed OCCO ri: c: or material a: anytime (rem jobsi:e cr r for cud!.:% cn:col :stig product or rnat,:rial Cads to pe: t aoproved manner, BCCO :ray rtvokc, diodif■ • or ssoJ e oesuch proc.. or material ECCO roservcs richt to revc.',:e this appro1/4 if it :s .red BCCO that this product cr Ma: fai!i meet xpense oCsLich ces:ing wiii thf: 1N;o.:99 (RL:Niscs No.: 9S-0604.01) F.xpircs:12/16/2002 /LI Ra1:1 Rodriguctz Chicf Product Ccncrot Civis:c1 T IN IS THE COVERSIIEET, SEC ADDITIONAL PAGES FOR SPECIFIC AND GENER.AL CONDITIONS 131. CODE & PRODUCT REvIE\v CO:\ MITTEE Tri ipp1iaio, for Product Approvz.! has bc:en :he BCCO abp by :he Dui!dir.:: Co and roducc Revie:Commirte cu be L:se;'. in Dade Countv, fid under flit conitions so: forth above. r-- x ' • ' R Decor Cot. Code Oi PRODUCT DESCRIPTION • Mnnuracturcci 15%. Test Product Applicant Dimcnsions 5necirc2tions Description tonic- LifeCile I = i 5 PA ! ! 7 Flzr, intcrloc'xinz hig!I pressure extr::d frantic Shake ..-,:%! %,... ;0 : ' late Tile - - ::. shakc and sfr:::: ro. i:e eq...:ipped i V." th:cl: with two nail holes. For dire:: de,:k. mbrai- cr adhes:ve set applications. run Pleecs R inproof II lc and Water 5! ie!d Cacescry: Sub Car-y r rrr•—•. T NOTICE: Ur ACC • PTA \CE• SCOPE This :cvs ilk, as mar.....:Cacz' LLC Sc: ,,, Nfiarni Coy. icc:;:cr,s ch,? prc:ssur SF8C Chzprcr 23, d r;c: prtssurc c::.ir: va:c.es sec:icr. Ir Tho calcula:ion.5 be dir. f2 2S 2 7.10:77!. FLac Proffl:.• = varies w = varics varyin; Product Dimensions 3C” x 75 ro!i N 75' ro:i cr 60" x 75' ro:I PA I 2 2.1 Components or products manufactured by others 36 .x 75• ra!! Tcs: Product Snceilicotions Oesertion ALL'Ep j• 0,CE .\ • Q — STA ND . Frank Zul'ona, RRC Roctr Praduc: Coro l Examiner 1 16, 7 0.: Acctssory trim, concrete roof pioces fcr usc at hips, rakes. rid;es and va:icy terimnatioils. Manufre.5 for cazh rilc. profile. Y..tnuricturcr PA iC-: Sing!c ply. noil-ton Prp:cc1-0-Wrap. underfa2.nionz %,.i:h 2" fr.: ser•adherin3 cap e :-.4...:e. ( (. R R orTilc A .Itesi (" ' olypro. A 160") LEFETiLF: LLC Proriitct O erts ilc Nails Ile Screws oor Tile Mortar Q_ii:reteZ Roc le Mortar I;0 ") of Tile tlfortar ONSA of Tile Morar • r•_ \ D \ ; r'r,.„.r)r- rte `:: cr _ F use clone \iut. I Gdx 3" =8x 2 %" long 0.335" held dt�. 0.13 i " shank dia. 0.1 75' screw chre_d dta cot Mor :sr N/A T ilcTitet "•') NIA `/ N/A Tcst `�c: • fir.. .... — _ ar l .__ rci.i :_.: P.\ 1. Appends r PA li Appends. E PA I PA ! _; P,- \l2 See f'C.-\ ' •n.. I nr, ! c . \ . ; : : � � De r..-, ! 20C Pr�t.'uc: Ccr -.:::si_n resist :1n: screw cr smac;!; shin:. nc:ls Corresion resiva r.(, coaced. sSL::. e drive, eaIvar.tz d, coarse Ihrecd wood screws PrCP2:Cd des i ned for rOr:ar St:t roof t;ic a�p'ica:�or.: Prepared 17...",r7,:" .:.\ dtS;C:led Far se: reef tilo ^orlications Prepared rnor:ar ,min desi_uncd Fur r-cr-a st: rcorrilc T „c component pct . tire:hane adlicsive d_si r d ' adha -si c sct applications. Frank Zu!ca ; :. RRC Rcc:�n� Product Cantrof E.Namtncr generic generic to _ t ,_ Gerrnud:t Roof Company, Irtc. wi( current PC.•\ Qii krce Cons :ruction Prod;:cts w:G CL'rrcnt f CA w. R. Ectisil Co with current (Ct\ PolyFoznt Prod, cts. Inc. , `ION n r IFETILF LLC ACCEPTANCE CE . o. 99-10! n- Prnd tar; Pcof Tile r\dhcsivc ri!cBcnd H:trricane =asteners L1r`[ITAT(O \•S NOTICE O[ ACCEPT -0"CC: STA\DjFZD CO\[l!T1O\S Dircnsior, Factory prcr -. :x d canisters Tile Profile Mtcnier Lifetite Atlantis Shake & Slate Tile Tcst 5n.:: is : :inrj S� PC Clips F, ' I» %' widra Appcn,:ix E `fir.. 0.06C" tltici: Clip F :tteners Min. 8d x l `/.•' APPRO' ELI root i:(e adhcsi c eips corroii, n r,!s :scar,c r.aits 3.1 Fire classification is not par: of this acceptance. 3? For mortar or adhesive set tile applications, a static field upliFt test sl7all be performed in accordance with RAS 106. 3.3 Applicant shalt retain the services of a Miami-Dade County Certif ed Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such tes:in; shall be submitted to tale Building Code Compliance Office for review. 3.4 ;Minimum underlayments sits!( be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot moped underlavmcnt applications may be installed perpendicular to the roof slope unless state;: of cr :se by the ur:derlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Mir:imurr. deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. INSTALLATIO\ 4.I N!onier Lifetile Atlantis Shake Slate Concrete Roof Tile ar,d its components shall be installed in strict compliance with `Bari Dade County Roofing Application Standard R..'tS 1 I S. R.AS 119. and R..AS 120. 4.? Duca For Attachment Calcu!ations Table 1: Aerodynamic Multipliers - %. (h') a i. (ft') Direct Deck Application rani, Lutoaga. RR Roofing Product Centro( Examiner : ut•L :J. 1' : Uccentbcr 1 JO' _ r�IU�ICP. LIFCTIL _ LI.0 NOTiL% OF Ar'CEr i.a•CE. Tile Profile Monier Liletile a, : an;•5 Sake & Slate T.'e Tile Profile a 52 i �:rect Ceck 59 Monier Lrfet :le 2 -10c Ping Shank N'a l 30.9 A;IanCs Shake 3 11.1Ca Smooth cr Scew 7 Sate Tile Shank Nari 2 - CC Smooth or Screw 1 14.0 f Shank Nai(5 1 >r5 Screw ! 30 a J 2 tt8 Screw I 51.7 i 1 -10c Smooth or Screw 24.3 Shank Nail (Field C;id) 1 -1Co Smooth or Screw 14 Shank Nail (Eave Clip) 2-10d SmOCth or Sc -ew C Cl 35.5 Shank Nails (Fie!ic) 3-10,1 Smooth o, I .1.9 'Sc. w Shark Nails (Eave Clip) I onier Lifetile Atlantis Shake & Slate Tile j Adhesive See manufactures component approval fir ir requirements Flexible Products Company 'ile9ond Avera ;e weight per pats 13.3 gram Pclyfoam Product. (nc Avera-'e wei ht per att• 8 rams. ,r \'r 7 n r rl \ T f N • it 2. ReStr`r,r '.loner • :c' <' I 4":12" 5":13" 38 1g a 30 a 51.7 3 19.0 35._ 31 9 2.10c Rica Shank Nails' i 50.3 i 5 5 Installation with a 4" tile heaClap and fatterners are. Iccated a r in al 2%• fro.— neaa ct Iile Table 4: Attachment Resistance Expressed as a Moment M, (h - Ibf) for Two Patty Adhesive Set Systems Tile Profile I Tile Application, u/o1;1. RRC Rodin; Product Cor.: of :.•cln,iner �)�.. - - :Dcccr.ihcr 16, 200: %':1 pi l Dater 5 C ems: Cac< 2''e_: Ce_.. I CV1-1: :Reek 5 55 I 5. • Table 3; Attachment Resistance Ex re as a M^-rm2r'.: - (h•Ibf) for N, it -Cn Systems Fastener Type Cirect Deck I Direct Deck Ea ;tens (min 13 ;33" I (min. 19/32" plywood) plywood) e .. 7. 18 2 24 242 34.8 32.2 Minimum Attachment 1 j Resistance 313' l I • f! •1 i ; • !tk-- 1: `io_Lir t. rrLc iL NOTICE OF ACCEPT k�'r'r• .ACCEPT.% CF. No. : 99.11 A P P [O\ ED :Dcccin! :cr 1.6. 200' STANDARD COND[1 c Table 4:,: f. _ " 1 c hr.,c ies.st�. ^, C CxrrZ552d as a Nic --a_ M, (. r for Sinc_;fe Fatty Adhesive Se' Systems Tile Profile L ... _ ;Ca :,on 1, Minimum A : :ac :1 ne —. I ti;:•uc. _.(Ciue A:laritt5 S�a�2 S' 1 Resistance r� C : ;C 1 1:6 y L%rge D ;CJy o(]c^T•en: c! 45 y'; arras c` Medium ,�., o�v =rc wm oa _y oiaZemri c' 24 ;rams of 6 40 4' Table 48: Attachment Resistance Expressed as a Moment • M,(ft-lbf) for Mortar or Adhesive Set Systems Tile I Tile I Attachment Profile 1 Application j Resistance Monier Lifetile Atlantis Snake 8 Slate Tile Mor•a S t 39.0 5• LABELING All tiles shall bear the imprint or identi :.able mar ;n; of the tr. r.t:facturer's r..a.^':C or logo, or following statement: "ilfia :,i -Dade County Produc: Control Approver!". BUILDING PER.\fIT REQUIRE ;NIE \TS 6.1 Application for building permit shall be accompanied by copies of tnc follo��i :�e: 6.1.1 This Novice of Acceptance. 6.1.2 Any other documents rea•1irc.. by the Duiidinc Ofticiai or the South Ffoldc Building Code (S; BC) ... crde: ;c prc . u :::s ;cilac ;an o `t' i , S system.. Frani: Zuleay .2. RRC acorns Pro. uct Control i 2.07 • 1! I; .• 0.• MONIER J,IFETILE_US T ACCEPTANCE: STNDARD COND[TIONS PRCHLE. Dit.Av.1\CS 7 16 1 /a" 1 1,2 " ACCEPT.ANCE No. APPI LL) N1OSIER LIFF.TILE 1TLA.\ TISSIVAKE kR SLATE CONCRETE ROOF DIA Frank Zuloaga. RRC Roctin3 Product Control Examiner •uccettt:Jer t9 :LkCCMI)Cr 16, 200: - I ill" f �I(J :MIC LI L C NOTIC This Notice of acceptance consists of page; I through 7 and this last page S. END OF TUB' ACCEPT ..\' s ACCEPT.A\'CE :No.: 9 -101?.r7• API' :O\ ED 1r .\ t' 1 rt r• : Ori:rnl her , r1 :L 16, '00' OFACCEPTANCE: ST..0D RD C' N filed ;,;d the Clriotna! submitted dos __ ,.• , _._. ,: :, :tPP : :e'tro:t flit :n " than, ( documents. inc!ud:r� test- su,^CCr.: - dat.l engineering are . elder :an e:; (5) tears. �� e. :nC_fine uvC ;ir,lc' :1(S, Any and all .,approved products shall be state. a. t en per ;naaently I; c.!cd L�r ;,.r the manufacturer' "d the follow ing statement: '✓/ant -Dacia Count c P- d .:c: C S n], ^,;e. or. :r�l A ?f foval", or r as specifically stated in the; ez;Fic conditions orc,rtruru oft „is Acceptance Renewals of Acceptance will not be considered if: n. There has been a change in the South; Florida ©uildin; Code. affecting the evaluation of' flit; product and the product is not ir, compliance with the code change;. b. The product is no longer the same product (identical) as the one originally approved. c. ff the Acceptance holder has not complied with ali the requirements of this acceptance, including the correct installation ofthe product. d. The engineer who originally prepared, signed and sealed the required documentation iPickily submicted. is no longer prac:icins the engineering procession. 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 ding of a revision application ,, ith appropriate fee) and granted by !his office. .Any oftitu follo‘s.ing ;hall also be grounds for removal of dais .Acceptance: a. Unsatisfactory performance oFthi; product or process. b. Misuse of this Acceptance as an endorsement of any' product, for sale,, advertising or any ocher purposes. The Notice of Acceptance number receded b the ,� r P ) words r`lt J.:de: County, Florida, and followed by the expiration date may be displayed in advertising Literature. if an Notice of Acceptance is displayed, then it shatl be done in its entirety. any Portion of the A copy of this Acceptancc as well as approved drawings and other documents, where is applies. shall br provided to the user by the manufacturer or its distributor; and shall be available (or inspection at the job site at all trots. The engineer need not reseal r h o copies. Failure to comp!)' tc tell any SCCiiOn of tI Acccptar,ce shall be cause for termination and removal of Acceptance. Franz Zuloaga. RRC Roofing Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1689 Printed: 10 /4/2002 Applicant: EUGENIA CHRISTIE Owner: CHRISTIE EUGENIA JOB ADDRESS: 597 NE 93 ST Contractor MIAMI DADE ROOFING CONTRACTORS COCBANtf's Address: Local Phone: Parcel # 1132060141040 Permit Status: Approved Permit Expiration: 4/2/2003 Work: REPAIR BY ATLANTIS FLAT TILE Building Permit Page 1 of 1 Legal Description: 6 53 42 MIAMI SHORES SEC 2 PB 10 -37 LOT 23 BLK 56 LOT SIZE Fees: Description Amount FEE2002 -5549 Building Permit Application Fee $60.00 FEE2002 -5550 CCF $0.60 Total Fees: $60.60 Total Fees: $60.60 Total Receipts: $0.00 Construction Value: $500.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. .� Signed: - (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity _ with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either . myself, my agent, servants or ployes. (Contractor or Builder) BY: PAY TO THE ORDER OF u F MIAMI DADE ROOFING CONTRACTORS COMPANY, INC. PH. 305-553-5900 945 79TH TERRACE MI/ AI BEACH, FL 33141 /(-) -- 7-43 2 DATE t ti /42;9-A.ti, caox : /7 67 First Union National Bank N ® firstunion.com Org. 003 R/7 067006432 FOR W i l ts - PE af- t 9' (6)66Y) )4— e i sm II'OOL 1:06 70064 3 21: 20000 = -61' 1124 63. 643/670 BRANCH 00666 i.ivr.: DOLLARS r on CAI