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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 4 -p rc--) Permit No. J Name ,i e S Address [ c* o s 5 E 22 51- Company lJ Cr Phone # Inspection Date Correction Re-Insp'n Fee No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 46 -53 71 -77 91 -95 6 -10 Passed 26 -30 Passed 54 -58 78 -80 96 -103 11 -15 Passed 31-41 Passed 59-64 81 -85 104 -132 16 -20 Passed 42-45 65 -70 86 -90 133 -200 ting Building Solutions For The Construction Industry ineering & nsulting, Inc. P O. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 PROPERTY ADDRESS: 1060 NE 92 ST. OWNER: Jones. CONTRACTOR: Obenour Roofing. ROOFING SQUARES: 23 sq. THIS ROOF HAS PASSED: Voice: (305) 216 -0705 TILE TYPE: Hanson. SET TILE SYSTEMS. Adhesive. Testin Equipment: Digital Chatillon DFIS 200 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 Rafael- a, P.E. FAILED f1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -I06. Test Tabulation "ROOF SKETCH' 18 16 2 21 19 22 22 Lab Report No. E04- 050015 PERMIT No: BP2004417. PCA No: ROOF PITCH: 3/12. INSPECTION DATE: 05/06/04. JOB NUMBER: TEST DATE: 05/12/04. Required Testing Force: 35 Ibs www.FloridaTEC.net Fax: 305- 485 -3199 r v MIAMI SI -SORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building_ Inspection Request Date Type Insp'n l I gOO Permit No. 6P O1 LI I Name Yho Address 1060 N 0a compan O beitX,r Phone # Inspection Date Approved Correction Re- Insp'n Fee she/ ."( MIAMI SHORES VILLA e BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 5) 5 Type Insp'n T laq -Li IT Permit No. Or 0 , Name [ c ) nso - ' - Address (Lj (0 `L/ 0 1\- q Sl Company cI �an Phone # Inspection Date Approved Correction Re- Insp'n Fee a Type Insp Permit o.. 0 `'- Name Address Comp Phones# Inspection Da Approved Correction Re- Insp'n Fee z. MIAMI SHORES VILLAGE LO BUILDING DEPARTMENT U 305- 795 -2204 Building Inspection Request 3 4,0 0 N jrqb Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n i I Q. UDN- -+ Permit No. £ � 4 3- Company J be new • Address 1 O (9V OE . `1Z Phone # Inspection D to Approved ❑ Correction Re- Insp'n Fee ❑ G-\6 Date Type Insp'n Permit No. Name Address Company (5jQ ,(. A Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request rfS7- �� Inspection Date ) [ f 0 Approved 111 Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �� Building Inspection Request Date 1 Type Insp'n 1 «'' Ca p Permit No. P 04- ` 1 1 Name jor-es Address 1 0 (00 N Company Phone # Inspection Date `rl l i�• Approved Correction ❑ Re-Insp'n Fee 71 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building_ Electric I Plumbing Mechanical ref he -4 @ece /a. L . done r Owner's Name (Fee Simple Titleholder) , ) ( T fe5 Phone # Owner's Address ri0(7 I,). - . 4a ill fA ree+ City rn ioin) . (7rfS State 1' l_.. Zip 33/3B Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 D(pp )E 9 o a r ¶ ±t " City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Dben D U,X A0011 n Phone # 2 o5 7.31/^24 / z Contractor' Address 9 301 IV X (j# Q,Ije 3 'it 4 —10/ City in / aeh,/ OrcS State Zip 33113g Qualifier ( ( ,MPS t (1s.City) uur $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) k711 o /3 5 7o. Permit No. Master Permit No. Architect/Engineer's Name (if applicable) / t)� Phone # Square Footage Of Work: 2S /1 Type of Work: ❑Addition • ['Alteration ['New "Repair/Replace ❑ Demolition Describe Work: pl? r l Q' 6t`? OQ !/JAI !W Ce SA PQ Oslekto.a.a_ (adz .th rt .7L}rhArt h kui Submittal Fee $ 50 00 Permit Fee $ 760 CCF $ 40 CO /CC Technology Fee $ Scanning $ Radon $ Zoning Bond $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee $ R t tr Code Enforcement $ Structural Plan Review. $ RECEIVED ).1 2 6 2004 Bonding Company's Name (if applicable) Bonding' Company's Address City State Signature • Owner or Agent The foregoing instrument was acknowledge before me tllis a.2 Th day of iY fi , 200 , by � P � jks day of who isonally known to me or who has produced who is NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address L) City State A 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 t e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /4/ .. 1 vii =Commission # DD 014872 z,: v 61'4 F I�o Bonded Thru punt o Atlantic Bonding Co,, Ina, ignature Contractor oing instrument was acknowledged before me this , a , 20 o4, by ja illes lbetvoor , p known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (Certificate of Competency Holder) ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. gAR 2920W1 c)9(4° �'' i5 Saudia D. llait U� SA /J D/A 0 / ! Commission # DD 014872 t •a: Expires April 2, AM) My Commission Expires: 0 " ✓o Q ° Bonded Thin B es oo °„g Mantic Bondu g Goo, *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning HIGl VELOCITY =MICA= ZONES - REWIRED ACES NOTIFICATION FOR ROOFING CONSIDERATIONS 61524.1 Scope. 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 1S of the Florida Building Code, auilding govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of tht agreement between the owner and the contractor. The owner initial in the deeicrnated space indicates that the item has been explained. 1. Aesthetics-Workmanship; The workmanship provisions of C haprer 15 (High Velocity Hurricane Zone) are for the purpo ©e of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues si.cch as color or architectural appearance, that are not par; of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Re:hailing Wood Deck; When replacing roofing, the existing wood roof deck may have to be retailed in accordance with the current provisions of C hapter 16 (High Velocity Hurricane Zones) of the. (The root deck is usually concealed prior to removing the existing roof zystem). Common Roofs; Common roofs are those which have no visible delineation between neighboring .nits (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 cei2.iag.3 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 provides the option of maintaining this appearance. 5. Poudiug Water; The current roof system andfor 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 ie removed. Ponding conditions should be corrected. 5. Overflow Scuppare (wall outlets): It is required that. rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this disch*ge if overflow scuppers (wall cutlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of 7. Voritilatiars. Most roof structures should have some ability t natural airflow through che interior of the structural arse building itself). The existing amount of attic ventilation be reduced. It may be beneficial to topside additional v�en can result in extending the service life's /he roof. de Owner's/Agent's - struts 4, PEA Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name 1 %01 Job Address Low Slope ❑ Asphaltic Shingles Section A (General Inforrnationi Process No. ROOF CATFOORY ❑ Mechanically Fastened Tile ihiortarlAdhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Are there ❑ Prescriptive BUR - RAS 150 • Gas Vent Stacks Yes U No ROOF TYPE Type: Natural ❑ LPGX U ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 61 3 a 4 -=L 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. _L_ 123_01-48 5/03 PAGE 3 Florida Building Code Edition 2002 • High Velocity Hurricane Zone Uniform Permit Application Form. 1 Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, '' ii ' dentifyy as 'NA') System Manufacturer. (() f F NOA No.: — CSC 1 (')S" Design Wind Pressures, From RAS 128 or Calculations: Pmax1: SZ Pmax2: 873 Pmax3: I3 /• T Max. Design Pressure, From the Specific NOA System: Deck: �/ Type: 1. .(-�'� l� Section C (Low Sloped Roof Systems Ply Sheet F stener /Bondin 3/,{ Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s):\ 5 75 Base Sheet Fastener /Bonding Material: ` i t `)/ T Ply Sheet(s).& No. of Ply(s): -Gar pill �O Material: Top Ply: 1— (,AF cap Shit4 Top Ply Fastener/ Bondin aterial: r - trip ' a Surfacing: lra-d\u_ict-r 6 x /P Fastener Spacing for Anchor/Base Sheet Attachment Field: f oc @ Lap, # Rows?— @ ' ° oc // te Perimeter:: r. Y " oc @ Lap, # Rows -5 @ " oc ! / r Comer 6 - oc @ Lap, # Rows 4 c� @ 3° ' oc 7 � Number of Fasteners Per Insulation Board Field Perimeter Corner illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 6 fgi f!rert.g / / '4 Jlreef,(la j..vc 76/ FT. Parapet Height Mean Roof Height e' A / /,fir /HC r Oo .ei l?l . 47x y 344e /5 f6f n Roof System Manufacturer: �Q1 S rm e G .4 e. ( Notice of Acceptance Number: — ltn . f Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: it 16 P2: • -1 P3: aa.,17 Maximum Design Pressure • (From the NOA Specific System): Method of tile attachment: f O7' - •t — ff(O f &. t Roof Slope: 3 : 12 123. 01 -48 5/03 PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. i Ridge Ventilation? Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Lad ype Underlayment: nsulation: Fire Barrier: Mean Roof Height: �z N�n I Fl astener Type & Spa dhesive Type ype Cap S cing: pigpit &P1cf Vole t rr i s! a" o l e e(C gip 4. asptrolk I heet: cleml 121-7 oof Covering: 116410 kttiaViaL Type & Size Drip Edge: 2 Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier A.. NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA - Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height - Roof Slope I 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 2301-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M r• li the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" =mi., tP NOA Mr �5 (P _ z ?, 2 = 3-e1 •C 7) - Mg: (t; • c o = ? -3 ‘• �� NOA MI 4S (P ICG • z 1 =a - 0 l) - Mg: AI • 34 = r% a-a a 1 NOA Mr 4. S Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" z 1: = x w: = ) - W: x cos 0: = F NOA F' x 1: = x w: = ) - W: a cos B: = F NOA F' zl: = x w: = ) - W: z cos e: = F NOA F' (Pt (P2 (P3 2O • d mIA�Mi•OAtOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVJSiON NOTICE OF ACCEPTANCE (NOA) Manson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34" Ave Deerfield Beach, FL 33442 d no o +, s i S '+, MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -ISG3 (305) 373 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ) Th.s NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile LA BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wil.h any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed b the expiration date may be displayed in advertising literature, Ii any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTiON; A copy of this entire NOA shall be provided to the user by the manufacturer or its distrfoutors and shall be available for inspection at the job site at the request of the Building Official, This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RAC NOA No.; 02- 0916.11 Expiration Date; 12/16/07 Approval Date: Page 1 alb 'd.! 11T Dill 0DQUdS H71 9 : '1 n tn?^ r HP( C0'd . ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Manufactured by Applicant _Hanson Palema Double Roll Tile Hanson "Hacienda" Trim Pieces Tile Nails Product Wood Battens 61101 a 0 01 Rooting Roofing Tilt Concrete 1. SCOPE. This renews a roofitg system using Hanson ' Palema Double Roll and Hacienda\Roof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where tht pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a n based system. 2. PRODUCT DESCRIPTION Dimensions Length: 16 Width: 13" %1" thick Length: Width: 13n %" thick Length: varies Width: varies Varying thickness 2.1 COMPONENTS OR PRODUCTS ;MANUFACTURED BY OTILERS Dimensions Veit ca1 Min. 1"x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1".x for use alone MM. 1 Qdx 3" Test $ DCCifications Test petifications Wood preservers Institute LP — 2 S1SCr TAS 112 TAS 112 TAS 112 TAs l 14 Appendix E Product pcscription Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. 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 Manufacturer Salt pressure treated Generic or decay resistant lumber battens (With curTert NN`OA) Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA i\o.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 2 of 6 ; _11T1. 07)1117 dd 3 : —1 0002 f':1 HHI Table 1: Aerody amic Mull •tiers - X ft ' Tile X (ft X (ft ) Profile _Batten Application Direct Deck Application Hanson Palema Double Roll and 0.267 0.28g Hacienda Tile '0 ' d Test Product Product Dimensions Specifications Description Manufacturer ___ #8x 2 'A" long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, Generic 0.131" shank dia. Appendix E galvanized, coarse (With current NOA) 0.175" screw thread thread wood screws dia. Clips Corrosion resistant Hurricane Clip & Min, %s " width TAS 114 clips with corrosion Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. $d x 1 ;4" 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance.. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 maybe required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miarni - r)ade County Certified Laboratory to perform quarterly rest in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the urtderlaymenr material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard R.AS 118, 119, & 120. 4.2 Data For Attachment Calculations NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 3 of 6 'dn0_!ri3SO :t S?Sy,17 6iN ! E.C9O t F t:! Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -1b0 Ft>r Nail-Qn Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Palema Double Roll and Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 � 22.9 2 #8 Screw _ 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 19. 24.3 19.0 24.2 22.1 1 -10d Smooth or Screw Shank Nail (Eave Clip)____ 2 -10d Smooth or Screw Shank Nails Field Cll. 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' I 43.0 67.5 50.9 Installation with a a' the headlap and fasteners are located a min. of Z % from be of tiie Tile Profile Hanson Palema Double Roll and Hacienda Tile 3 ": 12" 1 4 ": 12" 5 ": 12" - 1n^ I, !4 - WI 6 ": 12" 7 12' or •reater Battens Direct Deck Battens _ Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct i Deck S_92 6.80 5.82 5,69 5.70 6.55 5.56 1 Q, 1 tO 1 5.41 6.22 SO•d Table 2: Re NOA Not: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: Page 4 of 6 ;8n':,i a0 C.L Sts O - J111 '1Hd3 �_� .'' I =:Ill',? ;,r IIHi Table 4A: Attachment Table 4B: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Mortar Set. Systems Tile Profile Tile Application Mortar Set' Attachment Resistance 20.60 Hanson Palema Double Roll and Hacienda Tile Adhesive _ Table 4A: Attachment Table 4: Attachment Resistance Expressed as a Moment M (ft -lbf ) " "' For Two Patt Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palerrna Double Roll and Hacienda Tile Adhesive _ 26 1 2 See manufactures co ponent ap_p_rovat for installation requirements. Average weight per patty 11.4 grams. nnr n My a nr.rnc 3 Flexible Products Company TileBond Pclyfoorn Product. Inc. Averaae.wainht Table 4A: Attachment Resistance Expressed as a Moment For Single Patty Adhesive Set Systems Tile Application - M (ft-Ibf) Minimum Attachment Resistance Tile Profile Hansom Palerna Double Roll and Hacienda Tile Polyfoani PolyProTM 86.6 45.55— Polyfcam PoiyPro''" 4 large paddy_placernent of 54Jrame of PolyPro TM . of 24grams of PolyPro". --- 5 Medium paddy placement 90'd 'S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit stall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 'OA No.; 02- 0916.11 Expiration Date; 12/16/07 Approval Date: Page 5of6 einOH3so 01 S I SOr diND 3711 OJQHdEI dd _ S : r I C007 c t i.IHr 'f' LO :=19!Jd 1U1.01 :1i is PROFILE DRAWINGS HANSON PALEMA DOUBLE ROLL ROOF TILE FASTENER HOLES IUNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES- UNDF.RLOCK ENI) OF THIS ACCEPTANCE OVERLOOK 7-OVERLOCK NOA No.: 02- 0916.11 Expiration Date: 12/16/01 Approval Date: Page 6 of 6 i Ct- 1 iH=' 31J1 ? :iii : , JJ ; : '1 C007 I I!U MIA PRODUCT CONTROL NOTICE OF .ACC r'1'TANC[3 Pnlyfoam Products, Inc. 2..Wu Spring- Stucbncr Road Spring ,TX 77383 -U32 `t "our application for Notice al (ThJO,A) of: Two Component Polyurethenc Foam Ad)t4sivc Linder Chapter 8 of the Code aCMinmi -Dark County governing the use. ot'.Alternate N.tateriiiis and T t Construction. and com letel described herein, has Y e County 13i rdin Code Compliance Office (BCCO) under the conditions r acceptance h ere by the ��fianit D i� t.ns specified tn. NOA shall not be valid ,Free the ; r, r r i a.icn date stated below. BCCO reserves the right to Secure this product or material at any time from :1 job itc or n;aIlLd L1urer's plant for quality- control testing. If this produrt or material fails Io perform in the approve:I manner. BCC() may revoke, modify, or suspend the use of such product or material imrnediatc:ly. BCC() reserves t)te right to revoke this approval, determined by BCC:O that this product or material fails to meet the requirements of the. South Florida Building Cade„ The expense of such testing will be inr:urrLd by the m.tnulacturc,', • ACCI;I'TA NC1: NO..: 0I- 0521.02 EXPIRES: OS/in/2006 r1 application for Product Approval has been reviewed by the BCCO rind approved by the 3uilding Code and Product Re_vicw Committee: to 5c used if, Mia:ni -Dade County, Florida under the cnnditiotts set Curth above, Rnul r driguc.: Chief Cortrnl Division Tlrr5 TS THE CC)vfRSIITF.T,Sr►' AM I'..ti(rs rot2 .SPF.CIriC AND C:I:N1712A CON n 1TTCINS I3t1T'LOINC; CODs & Pr{QrH. T lF.,vrrW COMMITTEE A1'1 V F.1): (1(i/14/2001 1 3015000 1 \p[IOOOtifrrr011(eltnoutO ) eCCpunCq ec.cr r;1Qe do; 1 11 1 erllcc ,Ititit add rCs : 0(I rnnsier(nJ6u;1, 1i nscod clip linq,�Um I 0 d t'8'88s, sOC !J.L r sOC f Veit' V.t.q YKU1! - .1. >, jVe • MIA lti1I -OrlDE COIJTJTY. FLORIDA METRO DAO[ FL.:,CLeR I3UILDIT r)u)LntN, CorE CoMIr'Ll,tNCE oFI IC vlETZO -D.\DF r.\(L, R I3(111.Dlr)G 1.10 w'IiST FL,\Gt.ER S rrtEt7. title' I: IO] ktI PLotlllm 33IJtt -Isa) 1315) 00S) a r.<lry rll,l c-rc)u I -I CE' 5I ;c I1r IN OG5) 3'7$•251 ?7 Ir.\ 'J043'..7C:11 I,) )75 $ >� CON rt.t (71'Qr11•;,ri ouCF:Nt UIn'IStoN 151 375 -1 e36 I: AN (3051 )75 -291 PRODUCT CONTROL DIVISION (3L)SI315 -2')03 I ()05 ;.)7'.6J.;,r I-rnncisen J, Cluint�nz R.A. Director fvli�nti -f7ade Counl.Y Building Code Corltpliancc Off ice 14 002 11r�rncp:r�_: liar ;inrww.bvU�in6cnrlcoltlinc.COm 0 ;.i H : 9 I �I1 ,,: o �d \ r • 1 J • \ l ,/ 1 111 1. 1 - \/ 0 1 :1.1 11 ) 1 .1 1 . 1 / • • 1 /. d pqIyfn:tm Prc)ducta, Los,, lalcrjal.; Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applican Palyprog Al-1160 Dimensions N/A ro:uitproa. RTr WOO N/A ProPackO 30 & ! 00 N/A 2,2 Typical Physical Properties: t?rrwsla T Test Density ASTM D 1622 Compressive ASTM D ! 6'21 Strength Tensile Strength ASTM D 1G:'.3 Water Absorption ASTM D 2 127 Moisture Vapor ASTM 2. 00 Tr nsmissien Dimensional ASTM D 2 126 Stability tSt'822S,1SO2 _ 1. t ACCEPTANCE, No_ , 01. 0521.07 RQOrtNG ASSEMBLY APPROVAL : ' t mu'7= Roofing I_ h- .rte n� Root' Tilc Approval I Dote: .tune 14 2(101 Adhesive i.:tpirati,trt Datc: MLl0 7 006 scop1 I'ltis tipprovcs 1'olypruQ Al-it 60 :Is manut by l Product, inc. as described in Section ^ of this Notice nt Acceptance For the loections where the design pressure requirements, as determined by applicable huiiding code, does not exceed the design pressure values obtained by calculations in cornpliancA with Rooting Application Standard RAS 127, for use with opprwved flat. low. a,td high profile ;ooftiles system using PolyproCib Ali 160. Where the attachment calculations are done as a moment btised system for single patty placement, and to an uplift based system for double patty systems Test Snctihuttintts PA 101 2.1 Component;; or products nt ;tnufacturcd by others: Any Miau;i -Dade County Product Control Acccptud IZoorTilc N;ern11y havin a current NOA which list uplift resistance values with the use of Pplvpro Al 1100 roof tile adlte ReNtills 1.6 IbsJ(t.' 13 PSI PnrallcI to rise 12 PST P'•rpr?ndicul to rise 28 PSI Parallel to ri: 0.08 i..bs. /Ct 3.! Pcrnl / loch Product Qe criptic Two COmportcnt polyurethane t)ispcnsin; Equipment Dispensing Equipment +0.07% Volume Chnncc 0).-400 f.. weeks +6.0 Volume Cltatlec (5)..1.1 i(unticlily, 2 week; ~- ( h'runk Zulon &,. 12RC Product Control Examiner i1 :a l d8 dd S:ST GOOF 3Il ddH kis: 14- 1t1l 1 / r t',1.1 JJ i J 14 lli i VLxtVr'. :l 1 riVU4 1 ..1 i J. .til CO ' d 1'a-! foam Prot Inc, ACCEPTANCE No. : 01 0C21.02 Note: The physic properties listed above nre presented r , ; typiC rtv, :r,rc vnincs ns d1 crrttined by accepted ASTM test n1Cthods and .ary subject to normal r>uuiutnCl.uririg v.,rirrliotr. 3. LIMITATIONS 3.1 Fire classiGc,1!ion is not part or :his acceptance Refer !c the Prepared ltoo / Assembly for lire rntinu 3.2 Polypre® Ah1160 shall solely be used with flirt, high tile profiles. 3.3 Minimum undcrlovmcnts slr; I; be in compliance with the Roa!inE Application Standard RAS I 20. 3 .4 Root m;tr,uFactures acquiring acceptance fur the u:e. of Polypro& A1-I160 roof tilt adhesive with their tilt assernblie7 shall tint in accordance with PA 101. 3.5 Roof Tile manufactures acquiring nceptanct For t‘vc. paddy placer crt cti'ith rho use of Polypro0 A.r(1 C'0 roadie adhesive with their tilt cissefnblios shall test in accordance with PA i01 and with section 10,4 as modified herein. i -t I' - t t,1.S INSTALLATION 4.1 Polypror ; A1H1l6C may be used with any roc( tile assembly havint.; a current NQA that iists uplift resistance values with the use of Polypro0 AI 4. Polypro0 Al shall be applied in compliance with the Component Application section and the correspend:nb Placement Details noted herein The roof tilt assembly's adhesive attachment with the use of ('olypro, ' A1 shall provide surCicicnt attachment resistance, expressed Ala an upl t based system, to meet or exceed the up1iR resistance determined in compliance with Miaru -Dade County Roofing Application Standards RAS 12 ?, The adhesive attachment data is noted in the roof We assembly NOA 4.3 Polyproe Ala 160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and PolyFoam Products, Inc. PolyproTy AI-1160 Operating Instruction and Marnte.nance Booklet. 4.4 Installation must be by a Factory T 'Qualified Applicator' approved and licensed by PolyFoam Products, lac. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of trtc Foarnpro® dispensing equipment is required before application or any adhesive. The rnix ratio between the ''A'' component and the '13" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.01 ), 5 to 0. l 5 pounds per the as dctcrmincd r.t calibraiior., No other seuings shall be Approved. 4.6 Polypro Al-1160 shall be applied with i R.-r1' 1000 01' Prol'ack® 30 & 100 dispensing equipment only. 4.7 Polypro � A1.1160 shall not be exposed perntan,.ntly to !•rink Z Ioibn, RAC PtOdlICt CGntrol E.X3.I111iCr 78rsss,L Sac Oi r;� ucs oc Z fJ'.'l11 OOQHdG SS:91 00072 70 ;dH + +w •J. ' +•J L ill. 1!• .1" 2' :4.\ J'! •J 1+7 l +' •IC ' 1 rr\lil'I -+ I.7.10l.. Pulvfol►t► Products, Inc. AC t: pl'A CE h o. 01 -0_.2 1.0., , 4.3 Tiles must be adhered in freshly applied adhesive Tile must be set within 2 to 2 minutes atfor Polyproc£J Al - I 160 has been dispen scil 4,9 f'olyproth AC pl.Zcenrert and minimum patty Nvci,ght shall be in nccordancc with the 'Placement Details' heren• ITac:t vncric the profile requires the specific placement noted herr_in. r- f vr; 1'nbtc 1: Adlresi 1'lacc,ucnt For Each, Gcnc i Tile Profit __ —_._ __. TIN:TJrofile �r 1'I:tcrrricnt Sirral. 1',iddy Wu;t;lrt Two Paddy Weight �- I Detail Niin. (grows) i per prt tY1in. _ Flat, Low, I Iitzh I'rofif -- , rnn - i I 3S N/A I High Prolilc (2 Puce Barrel) r:1 — 1 7isic',c on c.: and ' N/A plat, Low, Ilieh P 3-1/pail 24 L ._____,__gl� odes li; LABELING AJI Polypro® AH 160 containers shall comply wi :h thc. Standard Conditions Iiited herein. t O' d 1 C 01 rLC"SSESS4_OC :a N/A • 6. 113 CI1L fNG rlcft,wyr REQLr1RCn1 ENTS 6.1 As required by the Building Official or applicable Liuildin Code in order to properly evaluate the instalintion c�F systcr, Frank Zulpab;►, Product Control 1 xvnincr IkJ .I l I J _i i ZU dd SS : G i 0007. ZO �d'o 01303 THU 17:10 FA1 954 57' $ 10.12 Poly roam Products,foc. . Cr 10 ••■• ■.0 HA o.pfla 1.1 caul. 0016'. 7d.h11;■■ room. L. 4 Irtal taeo;e1•• ACCEPTANCE: No. : 01-052 1.02_ pALDi �S11 PLACTAIENT DETAIL 1 SINGLE PATIN( P...9111 sel■V ittO 3pe.e. ■4•; Ihmito pletlic tem tr I Flidyia.m,s!* SO 'd 78r8SSLSOC Vol_ 172..n,C91.39SOC PUL'x FUAM F.KUPL 1 .1 . !) 1 . P RJA/OgOPOM14! Vmd,'Ilrn 1.10o 7,e Oltienif twri.vp $45 09•11016 T E )4 4.1pOdt.6.1t0e0 OCW.00ho '44 i,• tnuftt ta•tr Abu! lc Merle count a • - • o , 'NO\ trai• EttPor 61..vo enJ co• 3°4 co.cl alri•rt Pl■nk .1'01 Erg ckaiir. 1,t11.1f 041.11 - OPI)cru; iy4 tA4aph .1411(11 IC L 17101) 10,,;/.1,:),,, ■-.;.7 On or' Igt rielp plen 3er11.11onl 747 ,1, 061 1 1 FJA.V.:certivli 1; - vfn cow! 41140e 0.1.1, rlce A Cle INA In ..4, el, Ic I I:1, Nal Oat Ola odOO tf c•••! a), rh•e, t...1.•41 of .ii 1 1 .:„... Uncivijprt,,i \,‘,. ____ ,. 1 , ,' N. i ..-.:.-A ..---"-.. :., ''°";,,..•- .--"' ' riik Z7;loag.71, ItRC. PrOclu,: Control ENamin,:r . le (1 06 ODIJOdE dd COO D .Jd-J ru. 1./;,1.0 , k Ji* 1,1; ryLirl)Am PoFyfonrn 1ro ADHESIVE PLACEMENT DETAIL 2 SINGLE PATI halt frirougn Aftic cernem PNRy (St eldttlIontri N N. 7 in -e 2 In, 6.1Yo Clatty* tj mrotlh ccrtleni UndotOytriffni \\ gO'd 78t 01 t 6 ktI Itqcopt, pl;u(lc cement PRIdy(Sintalt, nt) 7 ACCEPTANCE No. : 01-0521.02 ro :ant Fran Zulonga, RItC: Product Coutrol Examiner 41(13 ithephafi Earl t;esvie leI lit), O:(; g 9r3:91 coo7 70 Polyfonm Froducts, Inc. Na through pla)lle cemprIt at 3 in, :•Ing'e paddy on u•Ider• Slagle paddy on lop of tile Q Si parloy under Ills Single doety on top oatIlo (batmegn Mu) [Nall IhrcL plastic eter, \ 7 ■( r 3 In. SIngle paddy en wider ,/".". f are Curse d t 01 t 7 LC09BEISOC ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY P P4 y llodor Fit'let / 01,17 in, medium the paddy trAytt Faith coureo only ACCEPTANCE No. : 01-05Z1.02 Nyil thee ugh pia; Single paddy unde Ilia N ••••( • . • LIna%naymtr! ( D ) In.% 31n, Slnolt !Walt nn LAC0e. 135 Eingl: paddy on tap of Ole Elva "• :out' y S:npla pode, .. life Single paddy tot rworn the (7 bre 1:::awr In, t 7 In. ottdillol siz paddy elte Courro or Ncia Single paddy •.etweer !lie In.1 7 in rnioluoi tI paddy a ivt, course only Frank: Zuloart, RRC rruducl Comm! ENniniiiLr •,I t rack Wy.e•phole N, 'Elva clonro °rip ctIpt ODGUIdg 2._;:91 COOP 70 ddI.7I w:-+* 80' d.'Hd 10101 ** 30 ' d Polvfp;►rn Products, Irrr_ Renewal of this Acccptlrtice (approval) shall be cc, , ;jdcreci oiler a fe1e,,,,tl application hos beet (l_d and the original submitted documents, including . .e)t-supporting data, cn inecr:ng documents, are no oIdt:r than eigh: (h) years, Any and all approved procucts shall be perch :unently lab„ lee. t ith the rnnntrlcc(urer'S (mini:, city, smtu, and d c roilotv-in st :.tcnit:n:: 1�1i tnv D aJ: Counts Product CUutroi Ai)prov'al ". or as specifically stated in the spueil e conditions of this Aceeptancc 3 Renewals of Acceptance toil; not be considered if: a. Thcre has been a change in the South Florida Oulldintt Code Alit :C :ins; the evaluation of this product and the product is net in compliance n' th the corm c;1ant,eti_ b The product is no longer die Bann product (identical) as the one originally approved. c. )f clu: Acceptance holder has nor complied tv tit all ate :quirc;ncnts of this acceptance, iucl; ding the correct instollatjcn of the p;ad;ICt. d. Thu engineer who originally prepared, signed and sealed the ,ccn,rcd documentation Initially submitted, is no lor;gcr practicing the eagine profession f. Any revision or change :n t)te m7aerials, use, andior m.inuiaculrc of the product or process shall aucontatically be ca.usc for tcrminatron of this Accrptancc, unless prior written approval has boon r :quested (through tine Mini; of a revision appiicatio't ■vilh appropriat,: fee) and gray (cd by this office, Any of the following shall also'oc grounds for rcmovol of this Accr_planee, a. Unsatisfacto • pertor of this product or process. b Misu;c or this Aceeplancc as an undorsemunt or' any producr. for Sala, aavcrtisinb cr any other purposes The Notice of Acceptance number arcc -:,dcd by the words Nfi;1nu -Dade Counts', Flori;io, and 101:owed b.' the eNp,ratlon Cate may be displayed in auvurtisung Iltcrott ;rc. 1," any portion of Lho Notice or ACCCptlr) 1, djsplaycd, then it shall be done in Its entirety, 7 A cope of this Acceptance as yell as approved drawings an olhur documents, %vherc it al)plies sh;.11 be provided to the user by the manufacturer or its distributor ana 51t.JH be a vaila ble for inspection at tilt: job sit: at all time, The engineer need not reseal the copies, railurc to comply milt any section of utis Acceptance shall be cause for termination and removal of Acccptnoct:. �. This Notice of Act:opt:ince consists of pages 1 through R. END Or' THIS ACCC1'TAN'CC 17 88'Se' S0C 01 t CC81 ACCEPTANCE No. O1- OS21,02 lk %ulo,c..ga, 1ZIZC Product Control Examiner rruy C'_)i71 -!dg J i ..S:9t nnn' =n A. -H M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix Standard Wet Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 4601 ASTM D4601 ASTM D 2178 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2of21 a Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: Wood, Non - insulated 19/ or greater plywood or wood plank decks GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTl'1'E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind Load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 TGFU.R1306 - Roofing Systems Pape Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems Page 1 of 36 R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (ruin) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck ® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the g' ^sum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, muitiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DerLs -Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GA.FGLAS Ply ) in the Class A, B or C roof systems indicated below. http: / /database.ul.com /cgi- bin /XYV /template /I.1 S EXT/ 1 FRAME /showpage.html ?name =TG... 10/23/02 - "� 7GFU.R1306 Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Pernia Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C H--lot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid Mop" SBS products in http://database.ul.com/cgi-bin/XyV/template/1.1SEXT/1FR AMF /showpage.html ?name= =TG... 10/23/02 , TGFCJ.R130C- Roofing Systems Page 3 of 36 any applicable Classification. 1. Deck: C -15/32 Incline: 3 2. Deck: C -15/32 Incline: 2 3. Deck: NC Incline: 2 6. Deck: NC Incline: 3 7. Deck: C -15/32 Incline: 2 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". • Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Shee . 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet ". http: / /database.ul.com /cgi- bin /XYV /template /i.ISFXT /1 FR A M? /showpage.html ?name =TG... 10/23/02 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/29/2004 Applicant: CECELIA Owner: JONES JOB ADDRESS: 1060 NE 92 Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132050130030 Building Permit Permit Number: BP2004 -417 JONES CECELIA ST Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A - 101 Legal Description: PL OF REPPENHAGENS PB 41 - 100 LOT 4 LOT SIZE 80.000 X 118 Fees: FEE2004 -3315 FEE2004 -3316 FEE2004 -3317 FEE2004 -3318 FEE2004 -3319 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $8.40 $2.80 $7.50 $9.00 $327.70 Total Fees: $327.39 Total Receipts: 0.00 �'T7° tI Permit Status: APPROVED Permit Expiration: 9/22/2004 Construction Value: $13,370.00 Work: RE -ROOF WHITE COLOR THRU TILE Signed: (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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: e �. Rem.uks. Chairman .._.... _...... _ _..�_ ...._. __.. .Mcuaaer Member .. .. Council Approved . ...... NOTE: A charge of $1.00 will be made for the PL4nnir.:i Ilu.rrd. A re•ii'pttiiun fee of 11.00 will be charged sssaterials and /or workmanship. 3 )-- 0 192 MIAMI SHORES VILLAGE 3C, BUILDING INSPECTION DEPARTMENT PLANNING BOARD ......_.... /1 APPLICATION FOR BUILDING PERMIT r 1' . ,,, Apttlication is hereby mode for the approval of the detailed statc...em us we plans and specifications herewith a 1 . ` toted for th ild z_ int: or o :her structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami I Shores Village, Flnrid.t. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the duiltling Division of Miami Shores Village shall be complied with. whether herein 'pacified or pot. A espy of approved plans and specifications must be kept at building during progress of the work. Data Sept. 19 ,1083 Owner's Name and Address ........... Steve Jones N 1060 s trect =2 St. Registered Architect and /or Engineer - .... nr••••R•• • .••..r•,w•w- swr•-,n,m•tn --•• Name and address of licensed contractor Carruth Roofing Co Inc 301 NW 71 St. Miami Fla. 33150_ Location and legal description of lot to be built on: Lot Block. Subdivision Street and Number where work is to be done. _......_.1060 NE St. State work to be done and purpose of building (by floors). Re — rQof, gravel and tile — 28 Squares _...._....._ —.._.._.._ .._.._. ....... for no other purpose. New Building Rentodcling. Addition Repairs X No. of Stories ....1.......— — To be constructed of Kind of foundation _._ Roof Covering..gravel & tile Estimate Total cost of improvements $ 6.,801.00 Amount of Permit fi..___ 20.00 Zone cubage required _.____ Cubage Distance .to next nearest building _.__._.._ 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 un.lersier,cd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida %Vork,nen's Conmensatiun Act, being Section 5966, Compiled General Laws of Florida. Prrrnam•nt Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or subcontractors 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 pennit, as are licensed by Miami Shores Village. � n (Signed) v STATE OF FLOT IDA, COUNTY OF DADE. ss ' Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, peroottally 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, sad that all facts therein by him stated are true.. Permit No.. l D to 61 / 4 . Read, Sworn to and Subscribed before me. Disapproved _. .._. � .. Date.._ _ .. ( _._ — (Signed) ...._._._ ..._ Notary Public, State of Florida to me well known. Building Inspector My Comnsissiws Expires ...DATE _ . -------- Member .. _..._ .. _._.. __. _ . ... Member Member .._.._ _Date Disapproved . _.._. _._............................ .. .........................Date making corrections or changes to this application after approval has been obtained Irons when such n-inspection M toads nocamary by Impopet notice for inspection or faulty 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 stricture 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..._ 12.1 2 ,19.._.7 2 Owner's Name and Address...... S J o l.e.S ._...._....__�_..._.._ No. 1060 street_.._ 92 St N.E: Registered Architect and /or Engineer ,,,.,,,,,„ ,,,•,, Andrews Roo Name and address of licensed contractor p!? o ll 52. :..�. .QQ .. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1.Q.6.Q._. E.......azn•c1 ,qt. State work to be done and purpose of building (by floors) Re ._ g . r ve .�..` nly ...... New Building Remodeling Addition Repairs x No. of Stories To be constructed of Kind of foundation - Roof Covering G,r.ay.e.7 Estimated Total cost of improvements $..8_0..Q. 0.0. Amount of Permit $k...5.,,.0•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, .nay be sent to An d.r. w s..._Ro_o £in_g__._ __.LJprQ u._.- ..c.© -. 4300 E. 1 1 t h Ave. Hialeah 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, Pennanent 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 wor such ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such subcont; actors, , pn work to • . rform. • 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 stated are true. C? Perrut No / ._ � � 3 -/ Date / _ � Z _.. - .._ Read, Sworn to and Subscribed before me. Disapproved { / Date_. _ ( t Notary Public, State of Florida (Signed) Building Inspector / My Commission Expires and for no other purpose. to me well known, P "NNINC BOARD DATE Chairman Member Member Member Member ...__ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be mndc for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of S1.00 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 El Owner of Building Architect Contractor or Builder Legal Description Address of Building MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 3686 Lott it Bl. fit ff c Work to be performed under this Permit Subdi- vision Value of Project $ DATE Contractor's License No. to f..,,. 0 195 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 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. 1 r � t ' 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 conf9rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I responsibility for all work done by either, myself, my agent, servant or employee. f CONTRACTOR OR BUILDER BY AUTHORITY e