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349 NE 102 St (8)Test Location Uplift Pull (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 � Test 74 p `f'• ^ 26 Fels P 51 4cGD 2 27 52 3 I 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 5 F 58 9 34 PA. 59 10 35 60 11 36 61 VA 466"j? 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 P� �'j •D 75 Owner's Name: Job Address 3 THIS REPO Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF IN ACCORDANCE WITH METRO-DADE BUILDING CODE PROTOCOL PA 106 ITT ‘ Du Quesne, ngineer P.E. 4513 Du Quesne & Associates, Inc. E.B. License 40005245 Lab Certification 494- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL Environmental • Civil • Structural Building Inspection Services ROOF TILE COMPLIANCE Permit #. 4 4q,® 4 UTR 16054 ■ Roofing Contractor Qt) MI Ty l*.o0-F 1 tJ y Type of Tile: S"'A- CE — .L.1- t 4E T Date Installed Approximate Roof Height 13 feet Roof Pitch Type of Access to Roof: Scaffolds _,L& Ladder Other Approximate Square Footage of Roof• ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DRS 100 Date Tested 6 1' ?tea D • 21 •qq oVev. 3:12. SKETCH OF ROOF IN BACK 3.0:10 # 33 - fist _loo IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 $KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES. KETCH OF ROOF JOB 3 4 0 1 141E (o2, S"c. I t.S vety - 5,c - 1 SCALE '2/pF 2/ SHEET NO CALCULATED BY DATE CHECKED BY DATE � cl ■■■■■IIMMIII ' "WI � 11 m Ilt 'Mit:0 «■ WAREems G'� iiTM■■ ■■■1/!1r«JM _ PAIMMIIIIMPICEMEM MINIIIIIMCMIIIIIIMIPICWAIIIMM IMMEZIMEMIIIMMIEWPAILVII wsimmummensorenva w... --.....--me_ 71 10 E-• i NOTES. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5-28-99 Job Address 349 N.E. 102 Street Tax Folio • Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Irene L. Mercer MasterPermit # o wner ' s Add , 349 N.E. 102 Street Pi 759 -3653 Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st AVenue Qualifier Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7. Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code install galvanized eave drip and valley metals where required, mop on with .type III asphalt one layer of 901b. ASTM felt, install Spanish S Clay Santa Fe colorth ru tile with adhesive foam setting. Square Ft 2 6 s q. Estimated Cost (value) $ 11,000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE 01? 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 o w.. 5 er and/or Condo President Date • Signature of Contractor or Owner- Builder • Notary as to 0 ' er and/ or Condo Pres ide LO My Commission Expires. ? ; Y :: ^i1; Y ' M ARY LI U HERNANDEZ N CC 680474 ;�� 4," :I. EXPIRES: October 10. 2001 •1 48, 1.5.' Bonded Thru Notary PubHc Underwrtters FEES: PERMIT 7 g RADON C.C.F. NOTARY MARYLOU HERNANDEZ MY COMMISSION k CC 680474 EXPIRES: October 10, 2001 Bonded Thni Notary Public Urrdervvdters Notary as to Contract6for Owner- Builder l( Date My Commission Expires: BOND sf Date . TOTAL DUE APPROVED: Zoning Buildin g lZ ! UJ Electrical 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 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 34 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. 5104 APPENDIX "F" 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 29 of the SFBC. (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 SFBC provides the option of maintaining this appearance. 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 Chapter 23 of the SFBC. 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. /L. • `_ 44 / / / / /, Owner' Agent's Signature Signature Date Contractor's Signature NOME OF COMMENCEMENT •A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /7 3 2D 6 O //" 3" c)80 STATE OF FLORIDA: COUNTY OF DADE: 99R34 1065 1999 JUL 01 09:55 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: • 349 N.E. 1 02 Street 2. Description of improvement: Reroof to a new Tile Roof 3. Owner(s) name and address: Irene L. Mercer 349 N.E. 102 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc . 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) 10 receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording.unless a different date Is specified) Print Owners Name 4-rei-.e h Oki s e er - Prepared by:Carlos Arocho Sworn to and subscribed before me this ,s2k day of `MeV , 191 `l Quality Roofing Contractor Notary Public M , Print Notary's Name My Commission Expires: N/A 13800 N.W. 1st Avenue Miami, Florida 33168 �, S�. ; _ MiinvLOU i lcln+f�nol:1► �" ••. ' : MY COMMISSION fl CC 680474 FIRES: October 10, 2001 .1 4 „;;;•"' Bonded Thai Notary Public Undenertters h�A'' OF FL ^RIDP, COUNTY OF DADS I HEREBY C =Ri1FY shot ibis Is o fruo copy e day of otl7lnal fil:d in this office on 0 19 r , e rr' OfFcinl Sef. AIM Miami Shores, Florida 33138 Address: 1 380 0 N.W. 1 Avenue Miami, Florida33168 12301.52 2/93 123.01•]8 0/08 Appendix "E" . . UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: . 0t no t1 Cf1n1mLhC . Job Address: 3 b I a E. !Oa s f, e tr ❑ (Low Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) . ❑ (Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 5( Re-roofing - ❑ Recovering ❑ Repair ❑ Maintenance g g P (Mortar<Adhesive Set Tile Flat Roof Area (ft) Sloped Roof Area (ft) i;Z Sy , Total (ft 2C s y , Master Permit No. Exposure category (per ASCE 7 -88): c. Building Classification category (per ASCE 7 -88 table 1): Ft. A Fastener Type: Field:. DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ACHMENT Perimeter: Corner: r r r r r r ROOF PLAN Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEN } MICKT 1 3' u� \ A007$LOPL Fastener type & spacing: Drip edge: toyt eau e ya.c 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 .3\ (Pmaxl: x � , (Aerodynamio Multiplier) :1l.t-1 ) - (Pmax2: (Aerodynamic Multiplier):3z. ) (P,nax3: 1 03.1 x ? (Aerodynamic Multiplier): 3 1 . ) TILL CALCULATIONS M :• 4 i b a M \ %D i PCA: (y 1 - 0 CO -c( o lot.c(o - Me: Mrs : 1 1 PCA: lvta `qa =1v1,,: 35 P u Page -2 • • • • 12. Santafe Tile Corporation PRODUCT CONTROL SECTION Ladrillera Santafe (305) 375.2902 Bogota, Columbia FAX (305) 372 -6339 Your application for Product Approval of: So tofe Tile Corp. Nall -On, Mortar Set or Adhesive Set "San afe S" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code go erring the use of Alternate Materials and Types of Construction, and completely described in the plans, specificatipns and calculations as submitted by: The Center for Applied Engineering, Inc. and Testwell Craig pboratorles & Consultants has been recommended for acceptance by the Building Code -'ompliance Department to be used in Dade County, Florida under the specifio conditions set forth on pages 2 through 11 and the standard conditions set forth on page The approval shall not be valid after the expiration date sta ed below. The Building Code Compliance Office reserves the right to secure this product or material at any tie for a jobsite or manufacturer's plant for quality control testing. If thts product or material fails to perform in tie approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such proiluct or material immediately. The applicant shall re- evaluate this product or material 'should any amendments to -he South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Off co reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing lil be incurred by the manufacturer. Revises No. 94 1017.07 A No.: 9 Expires: 10/10/99 This application for Product Approval has been( reviewed y the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code the conditions set forth above. Approved: t0/10/96 . BUILDING 1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2408 INTERNET: mdcc0l Oshadow.net Raul Rodriguez Product Control Supervisor ommittee to be used in Dada County, Florida under Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Santa% Tile Corporation Ladrillera Santafe Bogota. Columbia 1. • • • 1 • • : • , • l• • • I = • • Cntepr►ty: Prepared Roofing Ruh High Profile Tile 'type: Nail- on/Mortar Set/Adhesive Set Sub•Tvpe. Clay Ladrillera Santafe, located in Bogota, Columbia, manufa urers clay roof tile for nail -on and adhesive set applications. All Ladrillera'Santnfe°tiles are available n standard unglazed and a glazed color finish. "Santaf6 S" tile profile, Refer to Ladrillera Santafd tile profiles. have .matching trim pi eta used for rake hip, ridge hip, and valley terminations. These accessories'form a part of this Produpt Control Approval. i The Ladrillera Santaf6's "Santafd S" tile profile has b �n tested in compliance with the South Florida Building Code requirements for clay, nail- on'and adhesive set tile applications. The minimum roof slope for. Ladrillera Suttees "Santaf6 S" nail=on tiles shall be 4 ":12 ". The minimum roof slope for Ladrillera Santa %'s "Santa% S" adhesive set tiles shall be 2 ":12" Sie the "Profile Drawing" section in this approval for the "Santafd. S" profile drawing. The. "Santaf6 Si' tile profile has been tested for static uplift performance only. Therefore, any consideration for ipstallatlon shall be done as an 'Uplift Based System'. Data for attachment calculations is noted in Tables 1 and 2 of this approval. Santa Fe Tile Corporation is the sole, approved distributo • of Ladrillera Santafe roof tiles. •..: Contact :': >,;..‘ , Daniel Bernal General Manager Saritaf Tile Corpora ion 7225 Northwest 25th,Street, Suite #306 Miami, Florida 331 2 (305) 5939339 ROOFING SYSTEM APPROVAL Product Control No.: 96. 0318.02 Product Control No.: 16-0318.02 Approval Date: Qpber 10. Expiration Date: October 10199 r n uloaga ?tans Exar, ;?qtr, Pr:doct Comte! Div. l .. Product J)tmenclnni Santafd Clay Roof le 18" Tile wig Inc" lA" thick Trim Pieces MADE NAMES OF PRODUCp MANUFACTURED OR LABELED BY APPLICANT 1.. varies wu+ varies varying thickness ASTM C 167 Product Control No.: 96 0318.02 Product Description High profile, interlocking, one•plece, shaped, clay roof tile equipped with two nail holes and a single roll. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley tetrmtinations. Manufactured for each tile profile. ? , uloaga Plans Examiner. Product Control Div. Deck Type: Deck Description: SYSTEM D: Slope Range: Vnderlaymeat: Roofing Tiie: t SYSTEMS (CONrINL ED) Wood, Non - insulated New construction 1° / „” or greatir plywood or wood plank. Mortar Set or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable In this slope range. Product Control No.: 96 0318.02 Install underlayment system it compliance with Dade County Application Standard PA 120. (See System Limitation #S.) Install tile in compliance with Dade County Application. Standard PA 120. (See Data for Attachment Calculations" Included in this Approval.) Comments: 1. For re -roof applications /,t plywood is an acceptable substrate. 1! - SYSTEM LIMITATIONS The standard minimum roof pitch for Ladrillera Santaf6's "Santaf6 S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanica attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment tilized shall provide a minimum characteristic resistance load greater than or equal to the require uplift resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Ladrillera Santafd Santaf6 S" tile profile has been tested for static uplift performance only, there£ re, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done a an 'Uplift Based System' t' For mortar or adhesive set tile applications, a fiend static uplift test by a Dade County accredited 1 testing agency, in compliance with.Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mop ed underlayment applications may be installed perpendicular to the roof pitch unless stated othe ise by the underlayment material manufacturer's published literature. Product Control No.: 96.0313.02 6. All tiles shall bear the imprint or identifiable narking of the manufacturer's name or logo for identification in the field. i i f 7. Applications for roofing permits shall include a! completed Section II of the Uniform Building Pcrmit, a copy of Ladrillera Santaf6's current specifications and details, a copy of this Product Control Approval and a copy of the Product Cont of Approval of any Roofing Component used in the proposed tile application. Reference shall b made to appropriate data for the required fire rating. l 8. The applicant shall retain the services .df a Dad County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 1 9. Any amendments to these provisions shall be in ccrnpliance with Sections 203 and 204 of the South Florida Building Code. • l 1 1 i Frank Zuloaga Plans Examiner. Product Contro: Div. 111.'11 /:lo ra41 u`J;Nt1 t'el.\ i1U.O 414044tr Tilo Profile Santare S Clay Roof Tile DATA FOR ATTACHMENT • CALCULATJ}ONS Table 1: Average Weight (W) 9nd Dimensions (1 x W) Tile Profile Weight W (Ibf) Lingth - I (feet) Width -w (feet) Santafs S Clay 8.60 1.50 0.96 Roof Tile , Table 2: Minimum Characteristic Resistance Load - F' (Ibf) Minimum Characteristic Resistance Load (Ibf) T11e Applicati - n Nall-On Sy tem Two Approve • Nails' Nall-On Sy tem One Approve • Screw Mortar Set 85.10 Adhesive :set ' The two nail holes shall be located at 2.5/16" and 2 from the head and 2.518" and 2 - 5/16" from the interlock edge, respectively. I The screw hole shall be located at 2.5116" from the head and 2- 5/16" from the interlock edge. Minimum 3" headlap. Product Control No.: 96-0318.02 31.00 26.50 33.60 •1' • • • PROFILE LiRAWING , ‘• • LADRILLERA SANTAFt "SA • . ..• • • • - • .• •-, •• • ^ 1' AFE S" CLAY Row? TILE Product Control No.: 96-0318.02 • 1 . ••■•, • .Santafe Tile Corporation • Ladcillera Santafe Sogota; Columbia NOTICE AR ACCEPTANCE TANDARQ_Cf1101TUANS 1. Renewal of thls Acceptance (approval) shall be ' onsidered after a renewal application has been filed and the original submitted documentation, including est supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permane tly labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product ontrol Approved ", 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 F Building Code affecting the evaluation of this product and the product is not in ompliance with the code changes; b) The product Is no longer the saute product (Identical) u 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. Product Control No.: 96- 0318.02 ACCEPTANCE NO.: 96- 031$.02 APPROVED : Detnher 10. 1996 EXPIRES t October 10. 1999 5. Any of the following shall also be grounds for rer of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance u an endorlsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • l 7. A copy of this Acceptance as well as approved ( and other documents, where it applies, shall be pp � wings 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 12. 1 • END OF THIS ACCEP'T'ANCE uloaga Plans Examiner, Product Control Div. i/ • DATA FOR ATTACHMENT CALCULATIONS MOMENT BASED SYSTEM . Tile Profile 1 Santafe 5 i Santafe Royal Low S ;Tile Profile ;Santafe S iRo yal Low S Table 3: Attachment Resistance Expressed as a Moment -. Mf (ft-Ibf) Tile Profile Two Approved One Approved Mortar Nails Screw • Set lantafe S 21,8 ' 18.4 23.6 . 14.2 . • N/A - - 48.6 }loyal Low S Table 1: Aerodynamic Multiplier — X (ft3) Nail -On, Direct Deck 0.34 0.32 Daniel Bernai - 10.24.97 Page - 2 Mortar or Adhesive Set 0.31 0.29 Table 2: Restoring Moment Due To Gravity — Mg (ft - Ibf) 2:12 3 :12 : 4:12 5:12 6:12 7 :12 4.9 4.8 : 4.7 4.6 4.5 4.4 5.1 5.0 4.9 4.8 4.6 4.5 Adhesive Set 61.9 89.0 1 0.24.97 — VIA FAX AND OVERNIGHT MAIL Mr. Daniel Bernal Santafe Tile Corporation .1 0302 NW South River Drive, Bay #I6 Medley, Florida 33178 I AX: (305) 828 -0050 Subject: Santafe Tiles as a Moment Based System Dear Daniel, As requested, we've completed an analysis of static uplift data for Santafe's mortar set, adhesive set and mechanically attached tile systems (Santafe S and Santafe Royal Low 5). The analysis entailed review of existing static uplift data, completed under Protocols PA 101 and PA 102 by the Center for Applied Engineering, and conversion of this data from c.Jplift Based System data to Moment Based System data. :This conversion is based on Toad placement at the time of Testing and load placement criteria in the subject Metro -Dade Protocols. The subject CAE test reports are: Rbberc Mills for the.Firm Exterior Research & Design, LLC Trinity Engineering Roofing and Waterproofing Consultants Roof Systems Analysis and Design Santafe S Tile: Royal Low 5: Adhesive Set Mortar Set: Nail On (one screw): NaII On (two nails) Adhesive Set Mortar Set: Nail On (two nails) 94 -156 -2 94 -156 -1 25- 7205 -4A 25- 7205 -4B 94-154-8 25- 7205 -1 94.156 -9 Data generated in this analysis Restoring Moments Due To Gravity (Mg) and Attachment Resistance Expressed 1s A Moment (MO. Analysis and results for each tile using each method of attachment are summarized on the attached sfreadsheets. This static uplift data in conjunction with the aerodynamic multiplier data provided In my letter of 10.02.97 comprises all data necessary for analysis of Santafe S and Santafe Royal Low S tile systems as Moment Based Systems. I have compiled this information on pages 2 of thiss letter for your convenience. Should you have any questions, kindly contact the writer. Your sincerely, EXTERIOR RESEARCH & DESIGN, LLC. TRINITY ENGINEERING Colin Murphy, MC Main Office: 1000 Lenora St • Suite 401 • Seattle, WA • 98121 • Phone: 206.467 -0054 • Fax: 206 - 467.5840 Laboratory: 600 West Ncke scn • Seattle, WA • 98119 Emig. ExDesirQt zuom • Fed 1D: 91 1691951 C:Iclients SAN TEFE1PROJ4571\l1»2497d,.8<,; Date Legal Description Historically Designated: Yes No Owner/Lessee / Tenant MRS . CLAUDE MERCER Master Permit # 4 1 a 3 Owner's Address 349 N.E. 102 STREET Phone 759 -375 Contracting CcQUAL ITY ROOFING CONTRACTOR, INC. Address 251 N.W. 99TH STREET Qualifier CARLOS AROCHO SS# Phone 751-0382 State # RC 0058627 Mtnticipal # Competency # 17889 Ins. Co. 1 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTIONTEAR OFF OLD ROOF TO WOOD DECK, TIN CAP BASE SHEET FET,T AS PER CODE, INSTALL EAVE DRIP METALS WHERE REQUIRED AND MOP ON WITH TYPE III ASPHALT ONE LAYER OF MODIFIED BTTUMF,N_ Square Ft. 7S 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 r.vs regulating construction and zoning. Furthermore, I authorize the above - named contractor to do the work stated.' X A..L - r��� 7 .iigiiature of owner and/or Condo President Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 8 -15 -97 Job Address 349 N:R_ 102 STRPRT Tax Folio Notary as to 0 ' er and/or Condo Presiden / Date My Commission Expires: , Fil;.., ` MARYLOU HERNANDEZ MY COMMISSION # CC 324212 .k_ EXPIRES: October 10, 1997 Bonded Thru Notary Public Undewwriters FEES: PERMIT APPROVED: Zoning Mechanical RADON Building Plumbing C.C.F. 1/eticiti Estimated Cost (value) # 4. op Signature of Contractor or Owner- Builder i MARYLOU HERNANDEZ O MY COMMISSION # CC 324212 :,�-` EXPIRES: October 10, 1997 'f„ , I Bonded Thar Notary Public Underwriters Notary as to Contr 'tor or Owner- Builder My Commission Expires: NOTARY Electrical Engineering BOND TOTAL DUE ://gh Date Date Contractor's Name: (S t c.t) i 4- �DO f\ (te r. Job Address: ,5 9 ,e ), E_ I DI S f ree f ROOF CATEGORY 2 Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof E Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft (7 s 9 , Sloped Roof Area (ft Total (ft 7 Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table 1): r Ft. V Ft. A V ATTACHMENT 1 Fastener Type: J 1/A sLvL na . , SPACING I• Field: 1� p .c _ Perimeter:(, Deck type: Wood_ yte c Corner: ' DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ° Sf 5 bC 7 L ROOF PLAN 1 c _ (-1 r 123.01-78 9/96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page- 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -2 Ridge Ventilation? MEAN HEIGHT Deck type: z Underlayment: htsulation: Fastener type & spacing: Cap Sheet: 12" ROOF SLOPE D E T A 1 L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptances 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 (Pmaxl: X ? (Aerodynamic Multiplier): ) - M (Pmax2: X a (Aerodynamic Multiplier): ) - M TILE CALCULATIONS = M = Ma: PCA: PCA: (Pmax3: X (Aerodynamic Multiplier): ) - M = M PCA: ;OADE ::o ring Products Company, Inc. r(1acArthur Blvd., Suite 900. '!'X 75038 METROPOLITAN DADE COUNTY, FLORIDA METRO•DAOE •JLAGLER BUILDING t3UleOIN0 COOL: COMM. ANCE OFFICE SUITE ,603 METRO•OAOE RADLER BUILDING 140 WEST FLADLER STREET MIAMI. FLORIDA 33130.1553 (305)'375.2901 ' F f 305) 375.2908 PRODUCT CONTROL SECTION PRO o JCT Q013'01(14 NOTE( I ACCI'PTANCP 005) 3754902 t FAX (305) 972.5339 application for Product Approval of GS Rneflar Modified fthtmen RnttMysternt under C1 apter 8 of the o oo ! i t a n Dade Co u n ry Codc governing the use of Alternate Materials and types of Construction, and completely cribcd in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory ! Research Corporation, Underwriters Laboratories and United States Testing Company, rite. has been :;immcndcd for acceptance by the Building Code Compliance Department to be used in Dade County, Florida specific and standard condition et forth hereln. cnroval shaft bc valid for a period of three years. The Building Code Compliance.Departmcni rescrve4 the o sc cure a product or material. at any time for a Jobsite or manufacturer plant for quality control testing. If .:t or material fail to perform in the approved manner, the Code .Compliance Department may revoke, modify �: nd the use of such product or material Immediately. The Building Coda Compliancy Department reserves' r :,, h t to require testing o this product or material shouldb*amendments to the South Florida Code be fic ctin; this produ or material. ' :pcnsc of such testing will bc incurred by the Manufacturer. • )T N CI'NO.: ` 5 - 05 02,0.4Rcvisc$ No,: 9a- 0531,44) Raul Rodriguez Product Control Division ES: 04/ 1 2/97 Supervisor :;DYED: Ofi/ 3/9� i - PLEASE NOTE. ,t!5 IS THE COYERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDI BUILDING CODE COMMITTEE :t)p!ic; Lion for Product Approval has-bean reviewed by the Metropolitan Dade County Building Codc Dcpartmcnl end approved by.tlta Building Codo'Commlttee to be u. d in Dada Co tj Florida under itions set forth above. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County i4 . . • N OTIC OF AC',CEP T_ANCE AR sPNDITIONS c n s ions of Acceptance may be considered after new application has beeti tiled and the suppoding data, rc ports no oldcr than tcn (10) years, have been re-evaluates!. reports of rc- testing shall bear the seal, signature and date of an engineer registered In tha, State of : c v i s ion or change in the materIals, use, or manufacture of the product or process shall automatically be l"u;. termination, unlus prior approval Ls granted for revisions or change. . �.• •...• .• • • • r, _ti;atisfactory performancc, product or process or a change in Code provisions shall ba grounds r-- cvaluation. s t.lcccpLancc shall not be used as an endorsement ofany product for sales or advertising purposes. Notice of Acceptance number preceded by the words Dada County, Florida, and followed by the. on .date may be displayed In advertising iterature. If any y portion of the Notice of Acceptartcc is then it shall be done in Its entirety. = : t approval drawings, where jequired for permit applications, shall be provided to the applicant by the iaccurcr or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be c :cased by an engineer. ., : 1. c to corn p ly with the Standard Conditions shall be cause for termination of the Approval. Control Approval supersedes No.94. 0531 Raul .. Rodriguez • Pioduct Control DIvision Supervisor t % •'hI• • t.." .:i.t.JC ^•�. l • r l; Base 'J PIy She •'V or VI STA Base . Product TRADE NAMES OP PRODUCTS MANUFACTURED OR • LABELED OT APPLICANT Dimcnst, -el /Empire 36" x 72; Roll weight: 86 lbs. (2 squares) 36 "x108';!toll weight: 90 lbs. (3 squares) 39'/ x 50% Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 3 9' /x "x 33 ; Roll ' weight: 90 lbs. (1 square) (3'F-A 39 34" 33' 3 "; Roll weight: 105 lbs. (1 square) I'S 399s" x 24 Roll weight: 92 lbs. ('/ square) G M S/G M S 3 9 '/:" x 34' 2 "; Roll weight; 100 /105 lbs. (1 square) 39 '/ 4 " x34'2'; Roll weight: 105 lbs. (I square) UL Typc 02 UL Type 02 . ASTM D 2178 Typo lV or Vi UL Typo Gl ASTM D 5147 ontrol No.: 95.0503.04 Test Product $peciflentinn jsscriiptintl ASTM D 2626 Asphalt coated, orgtt base sheet. UL Typo 15 Modified Bitumen, coated fiberglass base sheet. Modified Bitumen, c9atcd fiberglass base sheet. • FIberglass, asphalt impregnated: ply sheet. Smooth surfaced, APP Modified' Bitumen membrane with non -woven polyester mat rcinforccmcnt for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non - woven polycstcr mat reinforcement for toch application. ASTM I) 5147 Granule surfaced, SBS Modifcct • Bltumen mctitbranc with non -woven polyester mat reinforcement for torch . application. ASTM D 5147 Granule surfaced SBS;viodified . Bitumen membrane with nori -woven polycstcr mat reinforcchncnt for mop application. ASTM 5147 Fire resistant, granule surlacad SOS Modified Bitumen Mcnibruao with non -woven polycstcr m t reinforcement for niop application. 3 Rau! Rodriguez i:oofing Products Co rnprini,Anc. (MB) 525 MacArthur Blvd. • • St:ite 900 ir...•!1) TX 75038 PRODUCT CoriTitoL or AcceriVce t• • •. :rt •... . Membrane Roofing Sptcm, Built-up Reefing • Modified Bitumen , • SBS/APP, . 1. • 1+ II; ,,... .....:: - $ystem Deutiptiett, . • 1 • . . .. r. , .., .. . : ....,-‹....-. .•-• . . '•-.2.'S Roofing Products.Com . • • I .- , ' pany, Inc. manfdaetures and markets nationally a Com s ietcilin.a s of iisideritial OMPanY, Ind:- markets commercial BUR and modified:bitumen • roducts; OS Roofi products through local' distribution in the &it'd) FloridaJuriscliction. CS. Roofing products and systems aro .tha result or • „I C 11 c. porIcncq an product • „ c and hay° been proven by pas ormarienea in the construction field ' ' • olTers a Variety .or . apinovOdIrs'utatCCI and itottii:Ins ulated .rooling systems. (ructions, rerer to the following publidationis"CoMmercial RoorSystem Spc •nintl:Iscic Roof System Citalogu••• S products and,.syst6ns have been tested in compliance with alt provisions ::!dii12, Code as well'as Underwriters Laboratories" ' • • c utual Research Corpo Thd wind uplift resistance. ::jS Provides technical serviclindytirranty infaititatiOn through regional officce:` For the Spi Florida .. area, call I • - . . ... Contact: Pat Neuhaus Conunercial 'District Manager • 2900 St• - • Charleston WWI, SC 29405 • (803)744.745J . ;. • Product Cont o No.; , 95=0502.64 Approval • jUli i• ia$ • Expiratio Daie: 1 • • For detailei system !libation Mailual" and or MG South Florida tionfor • • Cnp .'IS Base Sheet Mineral Cap Sheet 0 Base Sheet 36" x 108'; Roll ‘veight: 69 Ibt. (3 squares) 39 x 64' 4"; Roll weight: 90 lbs. (2 squares)• 36" x 36'; Roll weight: 90 lbs. ( 1 square) 36" x 75'; Roll. weight 76 lbs. (2 squares) Dirunsibna 39 '4". 34' 2"; Roll weight: 90 lbs. (I square) Test . Produ t . Specification Description ASTM D 5147 Fire resistant, granule surfaced $BS Modified Bitumen membrane with fiberglass mat reinforcement tve Mop applications. ASTM D 4601 UL Typo 02 ASTM D 5147 Modified Bitumen, coated polyester . base sheet. ASTM D 249 UL Type 30 PA 103s Raul Rodriguez 4 Product Co trol No.: 95-0502.04 Asphalt coated, fiberglass base sheet. Mineral Surfaced orga io cap and buffer sheet. Slag surfaced OS Modified ium= sheet with fiberglass reinforcement for peel and stick application. 00 LCSV ':!stencrs TRA NAMES OF Pao was IIANUFACTUREA UV OTHERS Test Product. aimAnsiQUS Stescifirapil 12e crfpff various PA 110 Polylsocyanurate foam insulation various PA 110 Polyisocyanuiatc•foam Insulation PA 121 Aluminum roof coating. PA 121• ' Roofcoating A STM 3019 Typo 111 • adhesive. Asphalt based cold applied various PA 110 Po l Isoc' Y yahunite foam insulation PA 110 Cellular insulating concrete system PA 114 PA 114 ! :': Plate 2 7/8 "x PA 114 3 1/4" Plate 3" x 3 l /4" .PA 114 $ Insulation fastener and metal or plastic plate PA 114 Base ply fastening systems for lightweight concrcto decks... . •various PA 100 Wood fiber insulation Polypropylene locking plate. Raul Rodriguez Product Control No.: 95- 050244 MnnufnQure • Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner A OC, Subsidiary of Gardner Atlas Energy Products Cc1corc, Inc: Cc otex Corp.. Cclotex Corp. Cclotcx Corp., i Insulation fastener for steel Construction and concrcte decks Fasteners Ind: calvalumo hex stress plate. Construction Fasteners Inc.; Construction Fastcnors Inc.; '• :' SlCntf$ �,• :' �steners FM -as ype A f"ype 'R' Ier •.,i• ity Wood various • 1)iillensiqpN Test Product pecificntinn pecriptinn .PA 114 Insulation fasteners for concrete decks PA114 • PA 114 PA 110 Aluminum fastener for lightweight, gypsum and rectum decks PA 114 Base ply fastening systems M 4 for lightweight concrete decks ; PA 114 Galvanized steel base ply fastener for lightweight concrete decks M 114 Galvanized steel base Ely fastener for lightweight concrete decks various PA 114 Base sheet fastening system. PA 121 Asphalt emulsion olci 1, s n I Ions Type tii purpose lap and ply cement. ASTMO 3019 Fibcred asphaltic general ASTM D 313 Typo Iii or 1V hot asphalt generic bitumen adhesive ASTM D 41 Aiphalt Primer Insulation fastener for steel and wood decks. Cellular insulating concrete system Raul Rodriguez G • PA 110 NiEngolcebsItithztu lation board Product Control No.; 95- 0502.04 Mnnnfnctnrer Construction Fasteners Inc. Construction Fasteners Inc: Creative Construction Components Elastizcll Corp. ES Products, Inc. ES Products, Inc. ES Products, :Inc. GAF Gardner Gardner generic generic s :I ti oli various uminum i 11 O Test Dirnc�1 1siojli $pecificntinq various Wails Minimum fj PA 114 13 Min. 32 ga. x s /, „ (/ 33A Gold 1.5.55 gallons ibcrcd =: `r PSI-25 various various PA 110 PA 121 PA 121 PA 121 ASTM D 3019 typo 111 PA 121 PA 110 'PA 1'10 Product Ll�ctljtilsZD PcrlIta insulation board Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. • Aluminum roof coating Product Control No.: 95. 0503.04 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak • c d B i I u m c n typo 111, ASTM adhesive for application of (Brush D3409 SBS modified bitumen systems. 5, 55 gallons ASTM D 3019 Cold applied SI3S modified Karn typo 111, ASTM adhesive for application of D 3409 SOS modified bitumen • systems. Roorcoating Roofcoating Fibratcd, rubberized cement for bonding modified bitumen membranes. Fibratcd aluminum roof coating. Poi►isooyanurato foam iniulallon Polyisocyanumto foam • NRG insulation solaria generic generic generic Grundy industries Kam k Karnak. Monsoy Products Co. Monsoy Products Co. NRO 13urriors, Inc. Barriers, inc. O'Y•_ Plus , .2 . 3 . tvlaonum Spin `:'!astic Plate 3" round PA 1,14 i CR Base ..istcncr, and • T!tce( Disc . :slc;ICr Test Product nimcnsioni Spcctficntlnrt !?escriptinn various PA 110 vnrtous 2" round PA 110 Polylsocyanurate fount insulation PA 114 PA 114 2" round amorphorus nylon Olympia locking plate for use with Manufactufng N.r.6, fasteners with 1" Group, Inc. head • PA 114 3" round galvalumo AZ55 Olympic plats for use with N.T.B. Ma,nulbeturing fasteners Orbup, Inc, PA 114 insulation fastener PA 114 Itsulaton fastener PA 1 1'4 Polyisocyanurate font Insulation PA 114 • Insulation fastener Glass reinforced nylon Olympic fastener for use in gypsum Manufacturing and ceident'ftious wood Group, Inc. fiber decks. '3" round polypropylene stress plate for use with N.T.D. fasteners • , , • O Insulation fastener assembly for Base Sheet fastening only Product Control Nod: 95 0503.04 • M nnurncttjrec NRO Durr!ers, Inc. i\RG Darricrs,,lnc. Olympic Manufacturing . Group, Inc. Olympic ' tv1 t ufacturitlb Group, Inc. ±i Olympic Manufacturing Croup, Ine. Olympb' Mnnuflctt rin Oro'p,Inc, Olyn p1 Mac fnuturittg. Oro'dp, Inc, .-!.. ::c _ ! LypropylCfle (::::;) Board various !(..L Gold various !!!!!• !!!, -;!" 1 d fled No. Test DicataliaL4 Spraloilika 3.25" round .;!c.! Standard '3" round PA 114 various 2" round PA 114 PA 110 PA 110 PA 110 PA 114 3" round PA 114 PA 114 • 3" Tound PA I 14 Product 12ordann Polypropylene plastic plata 3" round galvalumo AZ5S stecipIato Fiber glass roof insulation Rockwool insulation PoI.ylsocyanurate roam insulation 2" round galvalume AZ55 Tho awlplug membrane plate Company Inc, 3" round galvalume AZ55 tie Rawlplug Company Inc. steel plata Instil/Won fastener for cementitious and gypsum decks It . Product Co trot No.: 95-0502.04 tdatuaratkos . , Olympic ManuractOng Croup. Inc.; : ! Olympic Manufacturing Croup. Owitis-Corning Fiberglas Corp. -• hack. Inc. Schuller International Inc. Rawlplu,s Compaq Inc. • 3" round golvaluao AZ55 The steetplat6 for use with Company Inc. Rowilto fasteners . . . I, 5,55 ASTM D 3019 Rubberized all-weather gallo;14 also (Typo (11) and flashing cement, trowel Tropical Asphalt nyailabc in D 3409 grade, modified adhesive. Produ ts Corporation 10.5 ouice caulkint «ibcs. PA 121 Famed aluminum roof coating. 0••• Raul Rodriguez 9 • Tropical Asphalt Products Corp. Appl pI Research 1..:lboratories Nnrng Physical Frciperties Test Reports ctory Mutual Research Current insulation FMRC 1994 Corporntion Fastening Requirements undcrwri(ers Fire Classification R1190 , ...:lborncorie s Compliance united States Testing ASTM D 5147 ' 974$7-4 Company, Inc. ASTM D 5147 . 97-457-2R 1 0 ikpozi 28013 Raul Rodriguez I I Prgduct Control No.: 95-0502.04 ;I I ;II 06/02/87.,i • • 01/01/94. 07/13/87 . .1 06/0 • 12/02/87i Fibrous glass f erlite Fiberboard Rockwool Polyisocyanuratc Polyisocyanurate Composite Board 11 P ■;good 060 psf -60 psf r_: o, cretc - 13$ Lightweight Concrete -45 psf C'cnicncitious Wood Fiber -52 psf :'oared Gypsum •52 Classification wood Class A ClassA Concrete Class A. Lightweight Concrctc Class !'cured Gypsum Class A Noce: Fire classifications and mnximuni design pressures do not reference u1! susot over types. Review system listings for design pressures and (ho Undcrti terS Lnborfttories ! g itgeucy listirr oo!inn Mntcrhils Directory or othor approved testing �'�:�ssirc:ttion - - b dkoctOry for Fire Design Prossttrq S:Inssificjtityt product Control No.: 95. 0502.04 • • • tt 1 Rau: Rodriguez 11 1. : Type: SOS -45 psi. • wood, Non•insulatcd Xo n: " /,:" or greater plywood or wood plank docks y pc E( 1): Basc sheet mccltanically fastened. :e Systcni Limitations apply- One or more piles of GS Gins Base, 03 Flax-1 . CS Poly SMS base mechanically fastened to tl c deck Q s ns below , FR 8 nsc or Oasc sheet shall be lapped 4" and fastened with approved moll, nails and 9" o.c. in the lap and two rows staggered in the center Mlle sheet 12" 0,p tin caps (optional) Scc products listed under 'Qase Sheet' above, or no or more J? CS Flintlastic Ply IV or Ply VI adhered to the base sheet in a lull mopping ps of of a pproved asphalt applied within the EVT range and at a rata of 20.40 Ibsfs., • Onc ply of Flintiastic FR-P FR • .. Premium GMS adhered to tiro baSlQntslaeCt with aCapoY Itntlastic OMS, Flintlastic within the EVT range and at a rate of 30.40 I s.sq; or Pt lnns udhercd to the baseshcci. (Optional) Install one ofilm following: I. 400 Ib ✓sq, bmvcl or 300 lb./sq. sin in n Ilood cons. of approvcd' asphalt at an application rnta lbJsg 'mopping 2. Karnak 97 or APOC 212 12 541. /sq„ Fibratcd Aluminum at nn application onto of I Class 'A'; see General Limitation 112, 1 : 1 2; sec General Limitation 113, C MS 2 -3, FRP 2.3, GTS 3.3 FR[#C 2.3 33 Raul Rodrisurz Produc • Control No :: 95- 0302.04 railabl.e decks. • _r k�Z�.;.a+ - r • �;' :r ' • GLASBAS 8 i AILR8 (r8 of Materials'. Feet se Sheet (1 "ply) ... 23 Ibs. :. Solid Mopping .. 25 Ibs. roll roofinf 1 pl 100 Ibs, ioial Finished Weight 148 Ibs, �rlal'su ,y I. :SBASE base sheet and one ,.,;S TIC- IC FR modified bitumen : • •• • ,. _pc: Deck Lintita(ions: I. A red rosin sheet shall be installed on all wood p ank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck.. Red rosin sheet may also be installed on plywood.decks as an option. 2. Pre-assembled 'Cap Nail' shall not be used for base sheet attachment. 3. A red rosin sheet is required under system 11.A where that system is applied over a wood plank deck. 4. When All Weather Empire base sheet is installed, an interply of Ply IV or Ply VI must be installed pior to installation of membrane. 38 Raul Rodriguez i Product Control No. 95-0502.04 Pro uct Control No.: 95- 0502.04 All asphalt shall comply with ASTM D 312 type III or type IV rcqui All proposed asphalt producers must be approved by the applicant. Fire ratings arc determined by a combination of slope. deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings . shall be in compliance with Sections 3401.3 and 3401.6 of the South Florida Building Code. n'laximum slope range shall vary for each system; consult current Undenvritcrs Laboratories Roofing Materials Directory and manufac urer's specifications for compliance with design criteria for each project. An . overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If ho recovery uoard is used the 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 arca of ventilation. Encircling of the strips is not acceptable. A 6" break shall•be placed every 12' in each ribbon to allow cross ventilation. Asph It application of either system shall be at a minimum rate of 12 Ibsfsq.. Note m ximum design velocity pressure restrictions on spot attached systems. Any amendments to these provisions shall be in compliance with Sections 203 and 2o.i of the South Florida BtiildingCode. � . A l l ■� shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the 'details and specifications published by the iimnufacturer. III re roofing applications. moisture content in an existing built -up roof inust be in compliance with Section 3401.9(c)ofthe South Florida Building Code. :'r:ur to application, all existing roof surfaces used as a bon csted for uplift resistance in compliance with Dade County calculated design pressure ofthe roof deck. I f 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. 1 Pcrinmctcr and corner areas shall have an increase in fast ncr density' for both , :'stilation and base sheet in compliance with Dade County l'rotocol PA 1 of the ::Uuth Florida Building Codc. All attachment and sizing of perimeter Hailers and metal profile designs shall conform with Dade County Protocol PA I 1 I ofthc South rid. 13u. ' ng ode. 1 0 2 Raul Rodriguez ing substrate shall be rotocol PA 124 to the spacing for insulation attachment is based on a minimum !:r;rcc value of 300 Ibf. as tested in compliance with PA 105. 11 e. is field tested, arc below 300 Ibf. insulatio,j/Jttac 103 Raul Rodriittlez Product Control o.: 95-0502.04 ■;.ts shall be installed according to the manufacturers standard d :tails, and may in cold application adhesive, approved asphalt or may bc applied in with an approved torch applied modified bitumen membrane. • Specific approved by the manufacturer, shall bc submitted with the Section 11 Permit %!ii Cation. +;Jii good materials shall bc stored on end and on a clean, flat and dry surface.; onsu current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall bc :istallcd in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida :. uilding Codc for maximum fire classification. '.sptrrtt moppings shall be with applied with asphalt approved by the applicant and be approved in compliance with cquiviscous temperature (EVT) methods of determination. Asphalt containers or bulk tickets shall indicate an EVT• i s 1„hed 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 iuildin� Code. Insulation may be installed in multiple layers. The first layer shall be attached in ;:ornpliance with Product Control Approval guidelines. All other layers shall be filtered with approved mopping asphalt applied within the EVT range and at a rate i 20 - 10 Ibsisq., or mechanically attached using the fastening pattern of the top Refer to manufacturer's literature and/or the NRCA Roofing and Manual for correct application procedures of insulation panels in , ved asphalt or adhesive. :usembled cap nails may only be used for termination of fully bonded surfaces :C! as mechanical termination at wood blocking, head and side laps, and base !lashing terminations. Cap nailfsliall not be used for the mechanical attachment of a b sheet. Tin caps are required by the South Florida Building Codc. • . submission of system specifications and details shall accompany the Section 11 !d irk Code Permit. This information is available in the publications listed in the :;(cm Description' of this Product Control Approval. The submission of these ::::;cats as well as the proper.application and installation of all materials shall be oic responsibility of the contractor. standard panel sizes are acceptable for mechanical attachment. When applied in ;ppi.oved asphalt, panel size shall be 4' x 4' maximum. :•:rstener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol 'PA u. !I the fastener values as tested are below 250 Ibf a professional engineer may :, revised fastener spacing utilizing the withdrawal resistance value taken Dade County Protocol PA 105. Calculations shall be based on n rt pturc value !:,stener stress plate pulling over the base ply) of not more than 90 lb:. withdrawal he fastener shat not !be a.. %r.'. ., .. :v•.. ••• . • 2 © 6 ROOF COVERING .MATERIALS' (TE 100F!NG' SYSTEMS •(TGFU)�-- Continued Mombrono: " Fllntlostlo STA "; •'GTA ", "GTA Block Diomond" or "GTA While Diann:mu ". Iuii Iusod. "�►+ 'c. . • , t t .... •. ►.' ,,r ,. Surfaoln ol.' . QQ'rGrav :� •� • 3. Dock: C:16/32 ' inch= /4 Bose 8hooc•Tyyppo 02, moohenlcelly fostonod; • • .• • • ..:.0 •Momb'ranos•PFIlriifastlo'STA ", "GTA'r;' "GTA ►Block Diomond" or "GTA Wtilto Olomouc nro Mod. " Surfacln • Gravel, •''%•• :I.. I 4 . Dock: C•l6/32• +: ' incline: 'All Joints blockod with' 2x4's. • : eoso,Shoot Typo 02, nalladt•'•• "' ' • Mombrono: "FIInUastlo CMS", "GMS Promlum" or . "GMS Black Diomond ", odhorod with ha rooting asphalt Sur(ooing, Gravol., Cook: C•16 /32•L 1 " • Incllno: /2 • Insulation: Colotox "Hy•Toc ", Z In. min Joints In Insulotlon must' bo offsoi.0 In. Iron) w a ints dock; mgchanlcplly fastonod' •• • • ••rr' • • • .. , •• m : .,� Baso $hopts.Typpo,02, lastonod or odhorod with hot roofing o'spholt. • • ", Mombranot •GMS ";'GMS Promlum''' or "GMS Black Diamond", odhorod witn no rogf rig ospholt. Surfacing: Grovol,'' • 0. Docks C•16/32 Inollnp: 1/2 Insulations Colotox "HyToo ", 2 In. min, Joints In Insulation mutt do offsot'6 In. If QM jvnts b dock,'mochonlcelly fastanod: Buso Shoot: Typo 02, mochanicolly'faifonod or odhorod with hi:t'rooling asphalt.. Mombrono:. "Fllntlostlo STA•', "GTA'; "GTA Black 'Diamond" or"GTA APP Whitt' Oianwnd•, hoot fusod. Surfacing. Grovolf ' "•'•` • . 1 • Dock: NC Class A - Fully Adhorod Vapor, Rptordori (Optional) Typo 02 "Giesboso" baso shoot or UL Clossiflod'vopor rounder. • Incline: 1 •• ''` Insulotlon: (Op1Jonal) Ono or moro•loyon or cppmblhation of the following :i Uitr000rd Pron:Iu, PQIylsobyontlrato; orllto, glass (Ibor or wood fiber Insulation. • Boso Shoots Ono layor of Typo 02 "Olosbaso" baso shoot.. Mombfarlos,Ono� Ieyar of "Fllntlostlo GTA f•3/4 sq or .1 sq), GTS" (modified bitur„ant, hut ' fusocf'o? Fllntlactlo'GMS" hot moppod. 2. Surfacing: APQC. "Nq, 212 Flbrttod Aluminum, "� of 1.1/2 po1..100 sq%ft., :i:' • Dock:•NC.. •:' Incllno? 3 / 4 • Voppr Rptardo,,(OptIonal) T,ypii•02. ",Glgsbaso': peso shoot or PI. Classlliod•yopor ro:urt7tir. :In or more Ioyors or combination of'the'followino: Ultrouerd P P'01yIs600nuroto, porllto, glass'flbor or wood Ilbor Insulotlon. • Bugg .Shoot Ono layor of Typo,02 "Olasbaso" baso shoot, Monikrene. 0i q J) y or of ':Fllntlostl S.TA (rpodiflpd bltumon); hoot fusod. 0 " "Surfacing: Karnak 'Ho. 87 Flbroto.d Aluminum•', of 1.1/2 gal. pot; 290 sq /Ft. 33. Dookl,16 /32 • t a ,. . , Insulatoon � A U� Mon II a l 0 Ilona '; qo n ,: ' Y I Ultra Card 'Prlirtti'tiY' pblylsooyaureto, wpod'flbarboold, ytI• " Jtq,.((b plofs+, l.s4cyaquJpte, ogy,thigkgoss,t . '' Base 1i,QShoal Ono' or ttlbr o plion of "Olssbase ", ho( gtopp 'o;fnpohpnlcalllXaSfo{lod. gi , y . •..pp, p,, plyof FlintJpsUo FR'. (modillei bltumon), hot ooptid' 1p pleco.•; . ' 4 . Dock; :„ . Inolinos /2 • - • Insulations Polyylsooyanurott+, glass flbor, porllto, wood nor, ho mopped O.r m octionically lt► tonod, any thlcknoss. Boso Shoot.Typo 02, mochonlcelly fostonod or hot moppod. .Morslbrgnp :,' :F((ntlastio OTA.ar STA", hvyt lusod, Surfacing :l♦onry Co. "Honry 620 Aluminum ", appllod 011.1/2 goVsq.. 6. Dock: N9,,. nrt,ita. , ., .... ... • • : (ns,u1oJ1Rflj (ONJW1 I) Gloss fibor, porllto or.,wood•f board. ;t ..:,4,; Ply Shoot Typo • po 02, mechanically fostonod, Mfusodombrono: . Fllntlostlo STA ", "GTA ", "GTA Block Diamond" or "GTA Whlto `Diomond". hen • ,. ... Sur Corp. "Karnak No. 97' 1 goVsq: . 6 . Dock: NC lnsulatlon:polylsooyanurato, gloss (Ibor, porllto, wood fostonod or odhotti with.hot rooting asphalt, any thlcknoss,•.. Boso Shoots Typo 02i mechanically fostonod or odhorod with hot roofing o;spholt. • Mombrono: " Fllntlastlo CMS", "GMS Block Diomond" or "OM Premluml odhorod with ha roofing;asphalL.t Susfocing : Corp. "Karnak No: 97 Flbrotod'Aluitlnum Asphalt Roo: Coatinq•, 2.1/2 gaVs ► 7 . Dock: 0.16/32' • •• • 'All joints blockod with 2x4's, : Incllno: 1 In :u otIont owl nor, portly), 3 /4.In,.min Joints'In'insulation must bo offset 0 in. iron, rui :u In dock, moclianioally fostonod. •.. Buso 8hooe Typo 02, mochonlcally (stoned or odhorod with hot rooling'osphalt. Mombrono: " Fllntlastlo GMS ", odhorod with hot rooting asphalt. Surfacing :IKornaif Chomlaol Corp.. "Karnak "•No. 97• Flbrotod Aluminum •Asphalt Rool Coaling', 2 ' Do c , oaVsq.r..,. U. NC Incline: 1/2 Insulation: Polylsocyanureto, glass (Ibor, porllto, wood (Ibor, mochanlcolly fostonod or adhonf with hot roofing asphalt, any thlcknoss. • Boso Shoot To 02 mochanloolly fastanod or odhorod with ho roofing asphalt. fusod In pleoe't►'' ►.•' • • Mombrono: "Fligtlostlo STA ", "GTA ", "GTA •BIoCk Diamond" or � "GTA White Diamond". his .12 /11 r.. •a, Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspc• or HER Cet Registered Architect and /or Engineer _:._.. t.-,.,........: .,,,: .,_........ 00Riti Co t ...�N�:. �... �� 1�► ....7 5 r. lYl /1t( C, uTJ Say ,ao Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Rt -eoor — ,21/ 6 J13 a -1 G vac New Building Remodeling Addition To be constructed of Kind of fougdation Estimated Total cost of improvements $ Amount of Permit S,. Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on woe to be performed und this pennit, as are licensed by Miami Shores Village. Remarks (Signed). therein by him stated are trn.e- Permit No..�!_J Date 7— Z'73 Disapproved Date_ (Signed) Chairman Member Member — ....._ _..._.._... - Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Date...— .. -_... L.._._._l — No (.1_...._... street_._-.... /-._ S 312.. NE /0 5T; foTjjL 30 Member Member Member Disapproved LANNING BOARD _.._ DATE and for no other purpose. Repairs No. of Stories / Roof Covering 60 11 Olaf 1 /1! 7, 0.0 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 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires or changes to this application after approval Date has been obtained from when such re- inspection is made necessary by improper notice for inspection cc faulty 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 Street and Number where work is to be done State w rk i be done and purpose of building (by floors )._ New Building Remodeling To be constructed of Kind of fouun da Estimated Total cost of improvements $ _Q Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date_ No Street.M , s Subdivision Date __7 11__ Amount of Permit $ .Plan Cubage Size of Building Lot and for no other purpose. Addition Repairs Z-- ----------- No. of Stories ./ Roof Covering_ 3' f / Oe' I hereby sub i t all the plans and ecifica 'o s for said buuil ' g. All notices with reference to the b ilding and its construction ma be sent to___ _ �I _ 11__ � L� f s� i / 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 5986, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit as are licensed by Miami Shores Village. Remarks – — — -- — (Signed)._ STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / T /e) Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida b �i7 19 Building Inspector / My Commission Expires PL • ° INC 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 ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N9 7410 Contractor's , 4� License No. ❑ Work to be performed under this Permit Owner of ` a 6 Building `- ? • ` • Architect Contractor or Builder = i Legal Lot Description II Bl k Address of Building CONTRACTOR OR BUILDER BY Value of Project $ & F Signed. ...� DATE 2 Subdi- vision Amount of 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. 19 t'- 114 1/q12ECTOR 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 ao cepting this permit I assume responsibility for a 11 work done by either, myself, my agent, servant or employee. AUTHORITY •aeo,'°'o. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date October 1st, , 63 Owner's Name and Address G. J. Mercer No..349 Street N„ E. 102nd St, Registered Architect and /or Engineer Name and address of licensed contractor LANG _ RQ...... �_ -. __''_z-j, +'._( r- __Z.(1- ,_..__[t30 i� -_ -1l� _.7�3.th_ ._� .. M1SII1i Fla. .Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 349 State work to be done and purpose of building (by Leak renaire_ - a.s___xleedt?d.,_- _rear.._two_ floors) _valleys__ behind-- c- himney ,.--- (---- white. __barrel and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering.__ Estimated Total cost of improvements $_.__ 65.00 Amount of Permit $ 9p- __ -.QO 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 rovisions 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 inspectoo on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc . subcontra s, 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 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 st ed are true. 67 r Permit No Disapproved (Signed) MIAMI SHORES VILLAGE N. E 102x14 J A. Martin, Vice President. to me well known, Date 1 0 l' -IQ 3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida Bui ding 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. JOB MIAMI SHORES VILLAGE, FLA. N? 6297 ADDRESS 64.)• INSPECTION r✓ gp - TIME READY (r ''1A -/ REMARKS: 1 INSPECTOR VA 24- DATE 1 BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder, Legal Description Address of Building DATE PERMIT N° . 5713 Contractor's License No. Owner of Building ;! Lot This permit is granted to the contractor or herefor in strict compliance with all ordinances Drawings, statements or specifications that may lime if the work is not done in compliance with ;ranted is the understanding that the contractor ?ertaining to the work covered hereby whether one by his agents, servants or employees. MIAMI SHORES VILLAGE, FLORIDA Bl. CONTRACTCR OR BUILDER BY 195 _ to be performed under this Permit Subdi- vision Value of Project $ 11 Amount of Permit $ builder named above to construct the building or to install the equipment or device described in the application pertaining thereto and with the understanding that the work will be performed in compliance with any plans have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any such ordinances or if the plans are changed without authorization. A furthor condition upon which this permit is or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work gy 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 ,ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY