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620 NE 101 St (14)Date Ti Type Insp Permit No. `3P' cc a • * n Name J' Address Company Phone # For Inspecto Approv Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILD II`IG- DEPARTMENT 305- 795 -2204 Building Inspection Request 2 a 0 9 Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 9-23-070 Time Address (a g' t Y g! o/ Company i9 // i) (J' Phone # 3 O 3 . ° ' 3g For Inspector: s ,...24 - r . b Correction Re- Insp'n Fee ❑ 1' loa 13 /O L 1 MIAMI SHORES VILLAGE d 9 BUILDING DEPARTMENT r �- 5 305- 795 -2204 V Building Inspection Request Date T° 22 o ®°� Time Type Insp'n riL 0- Permit No. /- " ( Name 734J2A4)-idc. Address a. d N le/ S Company 6# r7 Phone # 305d f3 For Ins.ector: g ' -) 3 -61 Name Correction Re- Insp'n Fee f 2-w j Ca P p 0 2 / /rT f1 "� P e1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date k30102 Time Type Insp'n ' 2. fritr.47, Permit No. P 00 , - /.3/ 0 Approved Correction Re- Insp'n Fee Name ,A4l2/d Address (O Za Ale Phone „e 2 s p D For Inspector• _ yfr Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 FA55 :17 26 P/� j L, P 51 D,f � -?J 76 2 27 L 52 1 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 R3 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 R7 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 _.___ 50 75 100 THIS REPORT Civil Engineer: IN ACCORDANCE WITH QUALITY CONTROL T Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 TEST RESULTS P = PASS, F = FAIL Project #cam SITE SPECIFIC INFORMATION Owner's Name .�IZU! 1 Permit #• Z1007 - 13 IUD �T Job Address (02 0 I•I E 10 I 1 M 1 A ►xt 1 sl1/2-oe. S I - t- I, Roofing Contritor: P\- k - Q' AA IT y Type of Tile: 1 yi `11 '� E - f bk1) -r S Date Installed. 8_ - oz-- Approximate Roof Height: feet Roof Pitch 3 ' (Z Type of Access to Roof* Scaffolds ` Ladder Other Approximate Square Footage of Roof. 4 oOO ft' Required Testinna Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: "1 23 -02 E CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT ITTED BY:, P.E. 4/f q/4/ 2318 $KETCH OF ROOF JOB 67-0 1.1E- (01 SHEET NO AA AA CONTRACTOR i'� `` !'- Q OA. Nit i L F(. ti oF Z Y CHECKED BY DATE SCALE �,• , v c� MA MINM3i iiiimom i 111 fir Q X` k 1 t ¥L1 0 NOTES* Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2002 Applicant: BENITA Owner: BARWICK JOB ADDRESS: 620 NE 101 Contractor AAA QUALITY ROOFING Local Phone: 305 - 358 -4938 Parcel # 1132060172130 Fees: FEE2002 -4150 FEE2002 -4151 FEE2002 -4152 Description Building Fee CCF Buildier's Bond Total Fees: Permit Status: Approved Permit Expiration: 1/22/2003 Work: RE ROOF TILES FLAT WHITE COLORTHRU Building Permit Permit Number: BP2002 -1310 BARWICK BEN ITA ST Page 1 of 1 Contractor's Address: 1690 WEEPING WILLOW WAY Legal Description: AMD PL MIAMI SHORES SEC 4 Amount $307.50 $14.40 $300.00 $621.90 Construction Value: $24,000.00 Total Fees: $621.90 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection AAA QUALITY ROOFING, INC. Operating Account Ph. 954 -321 -5513 305 - 358 -4938 1690 Weeping Willow Way Hollywood, Fl 33019 1 /7 7, First Union National Bank R/T 067006432 00066790 I :06 70064 3 21: 2090000060? AUG - 1 2002 6679 63- 643/670 BRANCH 13095 PB 15 -14 LOTS 8 THRU 10 & E29.10FT 3tion herefor in strict compliance with all rations that may have been submitted to or if the plans are changed without ■nsibility for a thorough knowledge of the at he assumes responsibility for work done s pertaining thereto and in strict conformity sponisibility for all work done by either Florida Building Code Edition 002 High Hurricane Zone Uniform Permit Application Form. Master Permit No arr Job Address Section A (General AAO /00‘,Alc Process No. ROOF CATEGORY 0 Low Slope El Mechanically Fastened Tile Mortar/Adhesive Set Tile El Asphaltic El Metal hi! , Shingles /Shakes Shingles Prescriptive BUR-RAS 150 .�. )F ❑ New Roof I.ld" Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 9/7 9/7/ 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. 1 j1TT11 - 1 �T i mrn f 1 1 -�i __ � -� if'iTTi - iliT 11 - I H—; t 1 11 l i i I f 1 t - I I ! 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(1 � �1 "1111 ■ _ 1 1! , t 1 t i a_. 1 �I i I I 1 I I _! I N 177 TTi i i •' •• 1. •� .1,_, 1 Ti _ 1 _ I f I' .T i 1 1 1 I I I -t 1 . a-i t I i 1 ' Florida Building Code Edition 002 High Hurricane Zone Uniform Permit Application Form. Master Permit No arr Job Address Section A (General AAO /00‘,Alc Process No. ROOF CATEGORY 0 Low Slope El Mechanically Fastened Tile Mortar/Adhesive Set Tile El Asphaltic El Metal hi! , Shingles /Shakes Shingles Prescriptive BUR-RAS 150 .�. )F ❑ New Roof I.ld" Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 9/7 9/7/ 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. Roof System Manufacturer: ®,0.4 4,47 r //c Notice of Acceptance Number: —/0/ Minimum Design Wind Pressures, If Applicable P1: S -4 P2: 19 •I '- (From RAS 127 or Calculations): P3: 1 R . I ii- Maximum Design Pressure (From the NOA Specific System): 3 -? Method of tile attachment: poll li - '�(k�ry u F�fN M k i■.)M 13AbiVi Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Ridge Ventilation? derlayment: ype Un nsulation. Fire Barrier. astener Type & Spa Mean Roof Height: /S dhesive Type ype Cap Sheet: cing: oof Coverin Type & Si Edge: roa-e O 2 - 4;0117 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 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Desistance 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. Mean Roof Height M Required Moment Resistance* 15' 20' 25' 30' 40' - Roof Slope I 2:12 34.4 36.5 38.2 39.7 422 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 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 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 the values from M . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 7 x • Z = - Mg: 4e = t . 2 NOA Mr J 7 (P2:0-10. L. a ?. c = ?_ . i - Mg: (a a 0 = e I NOA M (P 1004o z a 2 2 -Mg: 4,4 =m,. NOA Mf 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" (P : a l: = a w: = ) - W: a cos 9: = F NOA F' (P : z l: = a w: = ) - W: a cos 0: = F NOA F' (P zl: = x w:= ) -W: z cos 9: = F NOA F' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the opt •/ 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. CADOCUME -I .p\ OCALS- 1%TemOSEC 1ON J5Z4.da. 7 1..e2:2_1o?ooa Date actor's Signature Jul 22 02 07:48a sunniland corp MIAMI -DADEL) : , _ PRODUCT CON'1 RO1 NOTICE OF ACCEPTANCEE Monier Lifetilc LLC 135 NW 20 St. Boca Raton FL 33431 COY rRACToR ENFORCEMENT SF..CTIO . (303) 37) -2966 FAX (305) 375 - -, u0 � PROD!J( °r CONTROL. DIVISiU\ Your application for Pi Approval, or: 3051 375.2902 FAX +JS l tlarrlis Shake awl Slate Flat Fro/iie Tile under Chapter 8 of the Code of Miami-Dade Coi.mty F.overning the use of Alternate Materials and Tvues Construction, and completely described herein, has been recommended for acceptance by the \liiuni -Dad,. County Building Code Compliance Off ce (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the ri,h*- to secure product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, I3CCO may revoke, modify. or suspen,: the use of such product or material immediately- BCCD reserves the right to revoke this approval, i it k determined I3CCO that this product or material fails to meet the requirements of the South Florida I3uiirlir.t: Code. The expense of such testing will he incu :red by the manufacturer. Acceptance No._99- 1012.07 (Revises No.: 95- 0604.01) Expires:12 /16/ 200 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 305 883 0113 p. t\11AMI -DADE COUNTY. FLOP1D METRO -DADE F :..\GLFR 31:IL D(Nc BUILDING CODE COMPLIANCE OFFIC!• METRO DADE FLAGLER BU1LD■NC I.10 WEST FLAGLER STREET. SU!TF:: ,, ?.1:,•\ 'I. FLORIDA 33130.1`6.: (305) 375.290) FAX (305) 375 -'nit, CONTRACTOR sEc•r•ii)- (30.5) 375.2:Q7 FAX ( 375 -2553: i i f j / // i J Raul Rodriguez j Chief Control Divisio• THIS IS THE COVERSHEET, SEE A1)DITIO \AL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approvei by the Building Cede and Product Review Committee to be used in Dade County, Florida under the conditions set forth above Approved: 12/;0/19')9 i cf5 A ;lk rancisco Quintana. R.A Director Miami-Dade County Building Code Compliance Cr: Jul 22 02 07:48a sunniland corp MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS R 1. SCOPE This revises a roofing system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values Listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Ice and Water Shield Category: Prepared Roofing Sub Category: Flat Profile Tile Test Dimensions Snecitications 1= 15" w = 10 3/8" I '/" thick I = varies w = varies varying thickness 2.1 Components or products manufactured by others Product Test Dimensions Snecitications Rainproof 11 30" x 75' roll PA 104 36" x 75' roll or 60 "x75'roll 36" x 75' roll PA 103 Self - adhering 2 unde 305 883 0113 p.2 APPROVED :December 30, 1999 EXPIRES • :December 16, 2002 Product Description Single ply, nail -on underlayment with 2' self - adhering top edge. Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 1 12 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Manufacturer Protect -0- Wrap, Inc. (with current NOA) W.R. Gracc Co. wit cu NOA) Frank Zuloaga, RRC Roofing Product Control Examiner Jul 22 02 07:48a sunniland corp MONIER ',METTLE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti leTiteT"I ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 7; Roof Tile Mortar ( "BONSA L® Roof Tile Mortar M ix") Roof Tile Adhesive ( "Polypro® AH 160 ") NOTICE OF ACCEPTANCE: Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" a #8x 2'/•" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Test Specifications Wood Preservers Salt pressure treated Institute LP — 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 3 305 883 0113 p.3 ACCEPTANCE No. : 99- 1012.07 APPROVED :December30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile application's. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof the applications. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Frank Zuloage, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile Profile ,, , I(ft') Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile — _■ Jul 22 02 07:48a sunniland corp MONIER LIFETILE LLC Product Roof Tile Factory premixed See PCA Single component Flexible Products Adhesive canisters polyurethane foam (with current TileBond roof tile adhesive NOA) Hurricane Clip &, Clips PA 114 Corrosion resistant Fasteners rvl in. 'W' width Appendix E clips with corrosion Min. 0.060" thick resistant nails. Clip Fasteners Min. 8d x 1 V4" 3. LIMITATIONS 3.1 3.2 3.4 3.5 3.6 3.7 305 883 0113 p.4 ACCEPTANCE No. : . 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Dimensions Specifications Description Manufacturer Generic Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 113, RAS 119, and RAS 120. 4.Z Data For Attachment Calculations an uloaga, RR • Roofing Product Control Examiner • Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type . Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 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' 50.3 1 65.5 J 48.3 I Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Potyfoam Product, Inc. Average weight per patty 8 grams. Table 2: Restoring Moments due to Gravity - M (ft-tbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7" :12" or - greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectOeck 6.0 5.9 5.8 5.6 5.5 Jul 22 02 07:49a sunniland corp MONIER LIFETILE LLC 5 305 993 0113 p.5 ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Flank uloaga, R.RC Roofing Product Control Examiner Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProT" 118.9' PolyPro T" . 40.4 4 Large paddy placement of 45 grams of PolyPro" 5 Medium paddy placement of 24 grams of PolyProT". Table 4B: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 1 • Jul 22 02 07:49a sunniland corp MONIER LIFETILE LLC :305 883.0113 p.6 ACCEPTANCE No. : 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 Frank Zuloaga, RRC Roofing Product Control Examiner Jul 22 02 07:49a sunniland corp MONIER LIFETILE LLC ACCEPTANCE No. :99-101207 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS WATERLOG'S 16t18' . - s. 's CR/ER1RY • I" 11 . • - 305 803 0113 p.7 WATERI.00K 7 IVIoNtER LI FETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zuloa;a, RRC Roofing Product Control Examiner , Jul 22 02 07:50a sunniland corp MONIER LIFETILE LLC 9. This Notice of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTAN 8 305 003 0113 p.B ACCEPTANCE No. : 99-1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS i. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be , permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zutoaga, RRC Roofing Product Control Examiner MIA MI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pnlyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurcthcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the (Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 APPROVED: 06/14/2001 118045000 I Ipc \cemplaceslnocice acceptance cover page.doc Internet mail address: postm ;lstera)buildin);codeonline.com iN1IAir1I -DA DE COUNTY, FLORIDA NIETRO -DADS FLAGLER BUILDING 13IJI1.DING CODE COMPLIANCE OFFICE BUILDING 140 ‘VEST FLAGLER STREU. SUITI. 1603 i�Ilr \tell, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 c:ON IIACI Q12 LICENSING SECrtoN (3 F• '( (305) 375 - 255s CON'I'RAC -I'VI( I• :NI :III :NT DIVISION (305) 375.2966 FAX (305) 375.2908 PROD (ICI' CO:NTR01. DIVISION (305) 375 -2902 VAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in (Miami - Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director 1Nliami -Dade County 1uilding Code Compliance Office llomcpage: http : / /www.buildirlgcodconlinc.com Polvfoam Products Inc. ROOFING ASSEMBLY APPROVAL C_" itcorv: ' RooFng Sub- Cateuory: Approval Date: June 14 2001 Root Tile Adhesive Iixpirati0n Date: tIVlav 10 2006 Materials: e =ials: Polyurethane 1 . SCOPE This approves Polypro a A11 as manufactured by Polyfoanr Products, Inc. as described in Section 2 ol'this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Rooting Standard RAS 127, for use with approved flat, low, and high profile roof tiles sys Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION IVlanu lac ttired by An lr c�rnt Polyproe Al -1160 2.2 Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Dimensions N/A Foampro® RTf 1000 N/A ProPacke 30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted RootTilc Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof tile adhesive. Typical Physical Properties: Pro perty Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Stweif is PA 101 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /F( 3.1 Perm / Inch ACCEP'T'ANCE No. : 01-0521.02 +0.07% Volume Change OD, -40 F., 2 weeks +6.0% 'Volume Ch : (ij) I tumidity, 2 weeks Product Dcsc�rintinn Two component polyurethane Dispensing Equipment Dispensing Equipment 0 frank Luloaga, RRC Product Control (Examiner 1 Polyfoam Products, Inc.. ACCEPTANCE No.. 01- 052I.02 Note: The physical properties listed above are presented as typical average values as determined b accepted ASTrMI test methods and are subject to normal manufacturing variation. by 3. LIr`•IITA7'IONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tire rating. 3 . 2 3.3 Polypro® Al-[ 160 shall solely be used with flat, low, & high tile profiles. Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof 3.5 tile adhesive with their tile assemblies shall test in accordance with PA 101. Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. (T) -w F'= '- 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AI-[ 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4 .3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 12Q and Polyfoam Products, Inc. Polypro® AI Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI shall be applied with Foampro RTF 1 000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI-I160 shall not be exposed permanently to sun!' 3 MS FrankLufoaga, RRC Product Control Examiner Polvfoam Products. Inc. ACCEP ; FANCE No. : 01- 0521.02 4.8 Tiles must be adhered in Freshly applied achesive. Tile must be set within 2 to 3 minutes after Polypro® Al -11 60 has been dispensed. 4.9 Polypro® AI placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table I: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Single Paddy Weight Two Paddy Weight Detail Min. (grams) per paddy Min. Flat, Low, High Profiles (grams) �1 35 N/A 1 - High Profile (2 Piece Barrel) III 17, /side on cap and N/A 3 Flat, Low, High Profiles 112 24 Flat, Low, High Profiles I N/A 5. LABELING A11 Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PrankLuloaga, RRC Product Control Examiner • Nail through plastic cement U nde:layme n ! Ent Count bra Closure 10 In Paddy (Beneath Tile) eve course only: Keep adhesive appros. 1 In. up from weepholes Nail through plastic cement Underlayman( Ent Count Polvfoam Products, Inc.' ACCEPTANCE No. : 01- 0521.02 ADHESIVE PLACEI\4ENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tik) �` 2 In. p Ent course only: Keep adhesive appros. / in. up Fascia from wee pholes Ent Closure 1) Place enough adhesive to achieve 1710 23 square Inches In coast: won the pan Ma 2) Turn coven upside down. Place adhesive 112 To 1 In. From outside edgo of cover the. Then Install the Ne. Underlaymenl 1 Remy top portion of the gave twat cover tile. Abut to second coupe of pan tile. Ensure save end el • pan and cover files all Auah n ere line. Eaw closure (=cur shown) Weephole Fascia Bo In. Optional 214's for steep pitch appllcaUons Nail through pleads cement Optional Point•p Mortar on longitudinal edges 01 14 SheaWng 5 Neil through plastic cement Underlayment 10 1n: Eire Course Ent count only: Keep adhesive appros. 4 In. up from weepholes Paddy (Senea:h Tile) Fascia Waphoh Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. Underlaymenl Nail through plastic cement 7 In. Eave Course Eave Closure Paddy (Beneath Tile) • Fascia ACCEPTANCE No. : 01- 0521.02 ADHESIVE PLACENIEN - I' DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge Nail through plastic cement Undertayment Eave Course 7 In. 6 Nail through plastic cement Underlaymenl 1 \ In. N/ - 41n. Eave Course Fascia Eave Closuna Frank Z.uloaga, RRC Product Control Examiner • l'o Ivioam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (undor tile) Single paddy Ne' 3 In. undor the x 3 in. Single paddy on under. layment Single paddy on top of tile Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Under laymen! 3 In. x 3 In. 4111. Single paddy on under. layment Single paddy under the Nall through plastic cement •-f 3 in. x 3 In. S IngIe paddy on underlayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0521.02 Single paddy between the Eave Closure 2 In. x 7 In. medium size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner Single paddy undor tile Single paddy between tile 2 in. x 7 in. medium size paddy oave course only Fascia Weephole Eave closure Drip edge Polvfoanl Products, Inc ACCEPTANCE No. : 01- 0521.02 9. This Notice of Acceptance consists of pages 1 through 8. END OF TI•IIS ACCEPTANCE 8 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product C:untrol Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida l3uilding Code affecting the evaluation of this product and the product is not in compliance lvith the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of' a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the y,.ords Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptance. Frank %uloaga, 12RC Product Control Examiner Permit # Tax Folio # / ?2&f .2/f0 NOTICE OF COMMENCEMENT State of Florida County of Broward The undersigned hereby give notice that improvement will be made to certain real property, and In accordance with Section 713.13 F.S., the following Information Is provided in this Notice of Commencement: Legal Description of Property: L_ o1 -/a--// , Block Z w Ws , l Sc..bo'. . w,e r...rrw la recording office WO la Subdivision attach legal description) 1//�u4A4 624 /i/ /,fi,G// r>� /JAc1, f � . Street Address: 620 Ne /a/ -J ///,-.1.1 r//.),AU.;' fZ .7 /34e I if available 1 General Description of Improvement: RE -ROOF Property Owner Name Mailing Address and Interest In Property Name and Mailing Address of Fes Simple Titleholder (if other than owner) Contractor Name & Address AAA OUALITY ROOFING CO. 111 any) If Surety Bond, Name and Address of Surety and Bond Amount Lender Name at.d Address if any) Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other documents may be served as provided by Section 713.13 (1) (A) 7., Florida Statutes: In addition to himself, Owner designates ; of to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(B), Florida Statutes. Expiration Date of this Notl (expires 1 year from date reco; '• d un ass • • s r' en • a ass specs se Owner Signature: X � 0 J Printed Name: Owner Signature: • Printed Name: SWORN TO AND SUBSCRIBED before s this L Signature of Notary: Printed Name: (affix seal) brawn n.c.rd.d Ooc,.n.ntlo: 2 ft day of . M 20 2-- • r'' 9ihnti. as,,1ial 7a , �,�/rLviCk ‘10 /tc /0/4 /0. J 4 L? 4 73 / ?° 1 (09 N � C ,,)b R 33t M=2 ; Gr , ?nw /CX 1690 WEEPING WILLOW WAY / HOLLYWOOD, FL 33019 2R'; 631L6 201:12 JUL 25 14:27 ( copy of bond must be attached to this Notice at time of recording I ,} (Spsc..bov. this b,,. is r.s.rv•d fo, r.cordrn0 attic. wsa.) Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ stD7 S' o , !LIND ( sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE 7ha)6 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ 6 p� 7 0 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY TYPE Dryer QTY 'TYPE Outlet, Appliance QTY. TYPE Service Repair QTY A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits ; Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. T1'1'E Generator QTl'. 'FVPE Refrigeration, Tons Q•T A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING '1'YPI A/C Condensate QTY. TYPE. Drains, Roof QT1'. TYPE. Miscellaneous Fixture QTY. TypE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection • ; Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR �,/� Name M t �� ✓ � p ,( �44 LIJo of Ax Name 4 4447 /, ez License No. ce > ev /� /7 Address a9r3 . , 0. may „� f 9 Imo, T j ` ✓� ���7 6 Telephonefe Fax 99 1/9,26 Qualifier Name , 32; ef. l/64 ",z Alteration Interior PROPERTY OWNER �,/� Name M t �� ✓ � p ,( �44 LIJo of Ax Address S , f ..-- /V / �,i , 7J //, Home Telephone j_ /7.0 cre131° Business Telephone Fax e— TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Folio Number Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. 2 it/4C- /// f - Address Apt. Lot P -9i " � 9/ Block /19 Subdivision/ mix," PB PG Current Use of Property ,.�kfe A 'l e-a- Proposed Use of Property / , # A/de Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No.� /011349 Q2// City Description of Work /1 ` PERMIT APPLICATION State Zip /41 Wr1z / ma c?` • Zoning Linear Feet Square Feet 54%7 Units Floors Value of Work 25/606e Bldg Value 1 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTER]:OR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE ignatur Owner E 7- \AWR4tl • G 1 Print Name �{ Sworn to and subscribed before me this 2 / day of ORIDA, UNTY OF MIAMI -DADE �i, Sign e r ry - S Jte of. Riau S J` ' Y 8f1II 4P %commiedan # DDO 10723 Boa 78,20113 Athnlie Boodieg Q0, b► Personally known OR, Produced Identification Type of Identification Produced: STATE OF FLO . COUNTY OF MIAMI -DADE nt Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida .311i "o0 8ulpvog a lUUEIW •10 SEAL: SOOZ'LZ LAY =t � - • t:94800 au # ailoarew g�TqOf � �;, r dr; r PERMIT APPLICATION Signat r`' ' ontractor / Qualifier ` 2; - mac° Zge(1,/ i3 Personally known OR, Produced Identification Type of identification Produced: 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. (a0 )E// tia SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the opt} p 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. _ j2 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ,.n r; 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. r 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be wner's /Agent's Signature C.1DOCI' 6- 14mpLLOCA L5- 11Templ5ECf10N 15ZI.Aoe 7 /77 / o,o,2 Date actor's Signature f :�l;;i-i+ s I. { J t , I I. _ , I I J 4_1_.1_1_1_1_.I. j1 ( I } +1 ' 1 + __ i - H_F., -+- ,- + -` - t(+ +_, _ 1 1 t 1. i_ ' I..._ t I. i- I - I. , I- , � ' I. i .i I. + }_.. i_ I 1+ 1 +i ! i �1.._. 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( , ^ , r i , 1.. 1 ! 1 11 }t ... 'di 1 _ - + I �1� _. 1 r = 1� � 6 ( n 1. I I w ..1-1..1 T 1_ 1 1 -, . ! as ' - 1' i i 'F� f '' II ' ' l 1 1 -- , ts, ' _I_ I r , 1 I ' i �' 1. . + a 1 ( ( i I i =yliT L digh - I 1 1 I' 1 I { ! I + i I �_ =1 I'i I ! _. i + 1 1__I 1 1_.1 � _I T , f ' 1 I , + -1. - 1 (i_l ' + I i 1 i 1 - ro ! I 1 1 1 1 l , l ' I I. I ; p 1 ! 1 11' i - 1 . 1 i . _ i. ,..: L, I I I .1 1 I I_- 1 r {_ •1 � 1 � ' I -- �1 1.1 i a - ' i 1_ _ _I_ 1 1 1 I i_ 1 I_ I 1 I !_ 1- +=1. _1_I_ i ___- i �_ 11 11 - _ _ -_ � �- I- 1� - - __ - -`- - 1_ __= { - - - -- -- - _ _ - — - 1 - - -- - . � - i_,.I _- I -! 1 l i + 1 -! { 1 1 _ 1-1:1.71-_ -i. , 1121-1-1-1-12 i._{ i 1-!_ 1 II + 14-i- 1 j1 ! i 1. . - _ 1-1:-..1..1 , -it I 1 1_' . -I , ! _j_ 1 , 1 _ ,. 1- ,. I. ' 11 -! ,._1 _ { 1... tf 1 _,. 1 ! ..1.... _t_ I. ' I I. 1 1 I , . - + -`- ii1 ' I I_.1._ _I_+ 1 I ' I 1 -.!- - {- _I .� - _1.__ + _ i J .._ --1- -- Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 4 , 9" Job Address �., 2u N/6'/ S, / 4 bus f /im /t/o ROOF CATEGORY„►c4S ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 9/ � / O /7/ 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. Roof System Manufacturer: ,GWr�2 / / /cj/ & 7 Notice of Acceptance Number: C 7) ; . -- // 2 — (0? • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: S •4- — P2: 19 .11 P3: f a•LY-- Maximum Design Pressure (From the NOA Specific System): c� 32 .7 Method of tile attachment: !N l 1` i Itt:v FJ P-1 k) . I I � .1 N � •-1 DADA Roof Slope: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) : 12 Steep Sloped Roof System Description Deck Type: ype Un Ridge Ventilation? nsulation. Fire Barrier. astener Type & Spa Mean Roof Height: /5 derlayment: dhesive Type ype Cap Sheet: crag: I G ,G oof Cove ' g: 1 Typ & Size Drip Edge. Lh , rJY,T 7 tv /,l. / a te • Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 Fr 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. Mean Roof Height M Required Moment Resistance* 15' 20' 25' 30' 40' - Roof Slope I 2:12 34.4 36.5 38.2 39.7 422 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 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 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. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" ee If 7. �x�. 1L� = 14r - 2-) -Mg: G,J =M1. 7•y NOA Mr 3 7 (P xA. =2-Lti ) - Mg: 6 '• v = Mr, i 2.tr NOA Mr'Y."7 (P j00.4:. a X i 1 = 24 i ) - Mg: 4i . = M3_i NOA M( Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *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" (P a1: = x w:= ) -W: cos 9: = F NOA F' (P2: xI: = x w:= ) -W: x COS O := F NOA F' (P xl: = x w:= ) -W: x cos 0: = F NOA F' V 7 • .1."D• t •M1A MI -O AGE PRODUCT CONTROL NOTICE OF ACCEPT N Monier Lifetilc LLC 13: NW 20 St. Boca Raton Approved: r,;1011999 FL 33431 Your application for Product Approval of: Atlantis Shake and Slate Flat Profile Tile under Chapter 8 of the Code of Miami -Da& County governing :he use Construction. and completely described herein, has been reccrnmer.ded County Building Code Compliance Office (BCCO) under :he condi Liar This approval shall not be valid after the expiration, date :ed below. E product or material at anytime from a jobsite or manufacturer's pia ..t for If this product or material fails to perform in the approved manner, 3CC the use of such product or material immediately. BCCO reserves the determined BCCO that this product or material fail_ to mee : :he require: Code. The expense of such testing will be incurred by the manu_a:.t'erer. Acceptance No.:99- 1012.07 (Revises No.: 98 -0604.01) Expires:12 /16 /2002 `Ii ANtt -DACE COUNTY. FLORID .1E:F.O•I)4DE FLACLER BUILDING (Ii iLD `G (:00F, CO,tPLIANCE OFFICE •IET :O.CAOF PLAC_ER 6L :LDUNC wSr7 SUITE :e0: MIAml. FLCR1DA 3:'30• ;5(3 '3C: f 37S - ?70I FAX (:305; 3'5.290 ce TR ,,CTOR LICENSING SECTION (at. ; 375 FAX (30:) 2 75 - =153 CC 'TRACT: I: ENFORC E\tENT SECTION CR..; 3'5-:966 FAX ( 3'. 290E F OOUCT CONTROL DIvISION 011.1 375.2902 FAX (305) 37:.6339 :`'Alter ate ^Aater.ais and Type_ of •3r .;cce ptancc by the Miami -Dsdt: . s;'cifl d 'herein. ,C) referees the :ion( :o secure L'._ quality •:ortrol tes :in;. :) nay :evoke, modify, or suspend . .t iokc this approval, if it is o,'the South Florid: Bui;cir._ z ,� Rz;it IRodr: . z !r C'r ?rcc::c: Divis :. THIS IS TILE COVERSHEET, SEE ADDITIONAL PAGES `_PEc:IFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW C \1I•I TEE !. t Approval has bee reviewed •� the BCCC a: :roved by Building Coc This appli..�tl� ;. Ion t rod 'c pp � • . -- BC CC —. ''' . , and Product Review Committee to be used in Dade CO'.:' - , .".Cried :orditions se: for-. 2:ot;e. ••• 1 . 11/x. NIONIER'LIFETILE LLC A CC:EP" CE No.: 99- 1012.07 APPROVi D :December 30, 1999 EXPIRES :Ileccrnber 16, 2002 1. SCOPE This revises a rccfing system using :denier S Tile, as rna.eu`_ :tuned Monier Lifetile LLC es:-i din S Acceptance, designed to comply With the South Florida Miami -Dade County. For the locations where he pressure ref..; SFBC Chapter 23, do not exceed the desii-: pressu:c. •raft:t compliance with r AS 127 using the values listed in se:tior calculations shall be done as a moment based system. s. Category: Prepared Rooting Sub Catego y: Flat Profile Tile PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetilc 1= Atlantis Shake and w = 10 3 /8" Slate Tile 114 thick Trim Pieces 1 Product NOTICE OF ACCEPTANCE: STANDARD C :!ti1)IT! ONS 1 =varies w = caries var iir a thickn.ss : ^ J Test Specifications PA 112 PA 11? Components or products manufactured by other! Test Dimensions Sr,ecific .:.cns P Flat. into rlocl concrte shal with twc nail or adhesive s Accessory :ri at r ,ps, i aA?: terminations profile. Prot .ict Descr fir I< ac . ;late Conc :e :e P.cc: ction of this Notice o: inn Co: e, 1994 Edition for iiro net s, as determined by o ,tai by calculations in '. erd n. The attachment ?r0 uct D. :striation hig• pressure extruded : an sl:: e rccf the equipped .oles. 1 direct deck, mortar appl;c:EiOrIS. !>, cmc;l:ce roof pieces For use v1 Inu ctered for c2.c1: ti:e _ :a: a. .._C \1anu nc :urcr „ cte: :.C. r tt ...... is �' ��.. -• ,.' . • ` C, -• NI6NTER LITETILF. LLC ACCEP No. : 99-1012.0 Product 's.k/c.od El-an:ens Tile Nails Tile Screws RoolTile Mortar ("Til Roc:Tile Mortar ("QuikreteS) Roc( Tile 'Mortar #1140") Rcct Mortar ("BONSAL: Roci Tile Mortar M1x") NOTICE OF ACCEPTANCE: DirnerlSiOns Verical Mn. 1"x 4" Horizontal 1"x 4" for 1;::e with vertical baner_s or Min. 1"x 2" for use alone Min. 10dx )8x 2 'A" lorz 0.335" head dia. 0.131" shank dia. 0.173" screw thread dia. N/A N/A N/A NIA Test Snecifica:ions: PA 114 Appendix E PA 114 Appendix E.. PA 122 PA 123 PA 123 See 7CA APPE10‘ 'ID E IP I RE: STANDARD )‘DI Prod :t rs . r i ' Cr !t Wood Prcseriers Salt institute LF — 2 or ec ;es ;:ari: lurnener bath :s Ccrros on r' scre•A• cr SIT :dth shank nails Corrosion r sistanc, cz.a:td scu. •c c•ive ga:van1ved, :oaise thread woo. scr:ws ?red m r:: desi:zned f: mcrar set Pre:ared de- f: • m: r:a: appi:c1 Prena.. :rz zed : rn•)rai se: :121:: •: '27 Z27.t'2":72 222 ?RC : lecember 30, 1999 :December 16, 2002 NianufUcturer s:entric .;eneric Lleneric Bermuda Roo Company, Inc. wi:h =Tent PCA Quikret: Cons:rcticr: Produc:s Cv,rrcat PCA W. R. Bonsal Cc. with currant PCA P•-... :darn Prdd:.::::*.z. MONIER LIFE T ILE LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LIMITATIONS 3. i Fire classification is not part of th : ,2 3. For mortar or adhesive set tile _ ?plic_:o-, s performed in accordance '.v'ith RAS 1006. ,., Applicant shall retain the: services , a` a lvli_rni -Dad to perform quarterly test in acccr__nce w to PA 1 :hall be sub'r,i :: °_d to the 3uildin� _or = c. :,�' : =n: 3.d Minimum underlayrr.enls shall in App St rdards fed sec•i :r. , „°.tiff. Applications �• - 3.5 30/90 hot mopped underiaymec: the roof slope unless s :ed ct ._. == he published literature. 3.6 This acceptance is for 'v:.c be in complia_nct: with chapter :5 a •;,e EFBC 3.7 May be it;stalied on sI_-es 7.12 = J. INSTALLATION _ -- - I •i!e lar:' S=ake �, ' - c :.. :o.._ shall be inv.z;.ed s - ic: Application S' - .. 3. _ 1 J. Dr'ta For .A :._ :..'.".er • NOTICE OF ACCEPTANCE: STANDARD (J; D1 _•[^NS Dimcnsicnc Factory premixed canisters Clips titan. I /:" width Min. 0.060" thick Clip Fas:ener; Min. 8d x 1 ' /," Tile Profile Mcr'.e- _,.` °_'. :IE ? :Icy' :5 Snake Test Snecilicari See ?C:-. PA 1 Appendi.. E Tar, le 1: :-e roc,: .�.,.. ... ACC L 'C. \n.. 99- 101 =0 APPRO\ i:D ::)ccember 30. 1995 EXP :RE. . )cccrnbcr 16. =002 ?rcc::ct D :scr: •tic :37' :C.'..... r C: :ov'the ac Corros i :" . .._..... clips with c .rrc ;ion res$t3..: ;« :.tic `;ei_ uplift test snail • :c- C; Ce:-itll'.d S, CC- dix 'A'. Sui.. De :! fi t: nufac,ur'- Ficxibir : w i t - C,, . _ ... MONIER LIFETILE LLC AC :CE 'T! Rio.: 99- 1012.07 NOTICE OF ACCEPTANCE: STA 1D. RD :OI\ D rloNs Table 2: Restoring Moments due to Gravity' M. (ft• t i Tile j 3 ":12" 1 4":12 5 ":12" i 1 ;":1 i 7 ":12" or Profile ! i 1 greater Monier Lifetile At(artis l Direr Deck 1 Direct Dec R ! u =c- De ; Direct : :e_r. 1 Direc:D ?ck Shake & Slate Tile I 5 0 1 5.9 ! 5.E � ` ' `.6 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Fastener Type 2 -10d Rina Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10a Smooth or Screw Shank Nails 1 #6 Screw 2 TE Screw 1 -10c Smooth or Screw Shank Nail (Field Clip) 1 -tOd Smcctn or Screw Shank Nail (Eave Clio) 2 -10d Smooth or Screw Shank Nails (Field Cl'p) 2 -10d Smooth or Screw Shank Nails (Ea "e CUD) er _.:e:;:e .Atlanta Shake & Sla.= Tile 308 51.7 24.3 1_.0 3_.3 31 _ Sec c:-n:c 'per: a crcva; :C' . S:a'•c: - rec.' - APF O 'Er) :December 30, 1999 E\ IRr December 16.2002 Table 3: Attachment Resistance Expressed a;. a N :)m ant' M, (ft-lbf) for Nail -On Systems Direct Deck D+rec Deck (min 15/32" (min. 19/32" plywood) pIy■k ood) 30.5 :n.1 17.2 7.3 'i 3 4.9 14.0 1:1.3 7.4 :.) 8 l., ;t_ 7... 2 - 10d Ring Shank Nails' • 50.3 Battens 18.2 24.4 24.2 22.1 34 8 32.2 48.3 1 IrS :alla•icn with a 2" tile headlao and fasters rs a'e cc.3:ec a .n:n. ct 2 4 : 'T1 ileac _ .. °_ Table 4: Attachment Resistance Expressed ; ;s a .lorner• ".'.. ;t -lb`) for Two Patty Adhesive Set Syste! •.s Tile Profile Tile Applicz. :ior ' f' ir..murn Attachment lment I Resistance eEcrc A vera_ e wE _��. �.:__.. �r c. : °!C._ .vim• :'e' • for Single Patty Adhesive Set Sy:;terr Tile Profile Tile Appiicati.)r. Monier Lifetile Atlantis Shake & Slate Tile PolyPro'" FoNPro'" 4 farce oacev o.acement of 45 grams of FclyFro'". 5 Meai;,m caddy placement of 24 grams of Pc!y =•o HOMER LIFE T ILE LLC ACCEF A: ;CI: ti'o.: 99-1012.0 APPi :OV EXPIRE: NOTICE OF ACCEPTANCE: STANDAF.D C 1)NDI''IONS D : :iecembcr 30, 1999 :December 16. 2002 Table 4A: Attachment Resistance Expressed as a M me at • M, (ft -lb 5. LABELING Alt tiios shill bear the imprint or ide::.;ficble rr:; rking of the or following statement: "Miarr.i -Dade County Product Conr.o 6. BCILDING PERMIT REQUIREMENTS 6.1 Application for building term :: s ;ha c_ ac =or :2anicd 6.1.1 This Notice of Accep!a_r.ce. 6.1.2 Any other documents . _;,u . __ Cy the Building Code (SF3C) i:: orde: :c c- _e: , alua :e ±e Minimum Attachment Resistance 115.2' 40.4 Table 4B: Attachment Resistance Expressed as a M Ime nt • M,(ft - Ibf) for Mortar or Adhesive Set System! Tile I Tile i Attachment Profile Application 1 Resistance Monier Life :.le Atlantis Shake & Sate Tile Mortar Set' ! 39.0 :1S! ufa:turer's aa-r:e or loco, A; pro ed ". .o: ies (It the .o..cwying ciu or the .Sc,u'_'. Flc C! 7.st.l!la on of s ` r Fr 1 K 2 ::a ; 2 ...:C MONIER LIFE LLC ACCEP No. : 99-1012.07 APPRO D :December 30, 1999 EXP1RL: :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD ( )7N1)1 IONS PROFILE DRAWINGS 1 MONIER LIFETILE SHAKE & SLATE CONC ETF. R')OF TiLE Ek 2 cz::. _ _ NIONTER LIFETILE LLC :,_zeptance. ACCEP Ai' ■Ci: No.. 99- 1012.0.' APPROv .,D : :ieccmbcr 30, 1999 EXPIRE`. : ttcccrnber 16, 2002 NOTICE OF ACCEPTANCE: STANDAF :D C :)N DI7IO`S Renewal of this Acceptance (approval) shall be con - :dared after repewii 'application has been filed and the original submitted documents, including test- _uprcrir ; data, r. igincerin. documents, are no older than eight (8) Years. Any and all approved products shall be permanently labeled with !.he manifacturer's name, city, state, and the following statement: "Miami -Dade County Prot uct Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Rer.v.vals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code :ffcctirt; the evaluation of this product and the product is not in compliance with the code cl b. The product is no longer the same product (identical) as the c •e originally approved. c. If the Acceptance holder has not complied with all the n auir`rrants of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the , squired iocumentation initially submitted, is no longer practicing the engineering, profession 4. Any revision or change in the materials, use, and!or ►nanufa:t_rt Df the product or process shall automatically be cause for termination of this Acceptance, uiles: prier w• item approval has been requested (through the filing of a revision application with appr ;rig to 4E e) and granted by this office. 5. Any of the following shall also be grounds for removal of this Az pia ice: a. Unsatisfactory performance of this product or p rc:css. b. Misuse of this Acceptance as an endorsement of any prod •:t. or ales, advertisinc or ar.y other purposes. 6. The Notice of Acceptance number preceded by ti.e \vord; '4 .tni•Dac . Count ;, Florid :, and fol;owed by the expiration date may be displayed in advert sin_ ite:atut:. If any portion of the Notice of Acceptance is displayed, then it shall be done in its cr.:i:.ry. 7 A -t: of this Acceptance as well as a;prc':ed Cra'. Inns anc er .loci. ilcnts, where it :pot:es, :e prcvided tJ ` user by th'. r':n: :ate :Uri" ..r its itaa s a :, shall be ayall�.. ^_ . iC section at the jab site at ail time. The - aireer nee.. ' rise :; to t'0c: ;s, sec:icn cf • .c_ - --,. - - •er, -vior, and r... :. =. E_.,•.irc t� comply , any L :�,s � - -�• -- - • - - ._. ,. `f :.,r:_�� L-._ ...: •st :ia.zE 3. .s once of ,cceft_nce consist; ,,ae z s END OF THIS ACCEPT`: _ FcC MIAMI•DADE PRODUCT CONTROL NOTICE Of ACCEPTANCE 1 olyfoam Products, Inc. 2400 Spring- Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurcthene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. I3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS TILE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 1 150. 1500011pc200011cemplateslnotice acceptance cover page.dot Internet mail address: postmasterObuildin );codeonline.conl 1t1I,. r1I- D,•\DE COUNTY, FLORIDA IVIETRO -D; \DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE mI rnn- t):\nl; rt.:\cwrlt BUILDING i.ul wl;ti r FLAGLER sTrr:E: r. sum; 1603 �IJAivll, FLORIDA 33130-1563 (305) 375 - 2901 FAN (305) 375 -290s CONTRACTOR I.IC :ENSIN(. SECTION (3 375 -2527 FAx (305) 375 -2553 CONTRACTOR I:NFORC:t::Nr1:N r DIVISION (305) 375 -2966 FAN (305) 375 -2903 luOUuc CONTROL, urvISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance OBTice 1 lomepahe: littp://www.buildingcodeonline.com Polvfoam Products inc. ROOFING ASSEMBLY APPROVAL Ca tcciorv: Roofing Sub- Cate approval Date: June 14, 2001 Roof Tile Adhesive Expiration Date; iVlav 10 2006 Mat erial Polyurethane 1 . SCOPE This approves Polypro® A1 as nu u iu Iacturcd by Polyfoanr Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Standard RAS 127, for use with approved flat, low, and high profile roof tiles system sin Polypro® AH 160. Where the attachment calcula.tions are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Annil t Polypro® AI-1160 Din ensions N/A hoamproQD RTF 1000 N/A ProPackaa 30 & 100 N/A Test Sjwcif lotion~ PA 101 ACCEPTANCE No. : 01- 021.02 Product Desc_intiou Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted RooUT lie Assembly having a current NOA which list uplift resistance values with Ole use of Polypro AI 1160 roof tile adhesive. 2.2 Typical Physical Properties: Pro n crty Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2I27 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability Results 1.6 lbs.. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Penn / Inch +0.07% Volume Change (rD, -40 F. 2 weeks +6.0% Volume Chance (ii) llun1idity, 2 weeks ' o 0/ I :rank Zuloaga, Rite Product Control Examiner Polvfoam Products. Inc. ACCEPTANCE No.: 01 -0 5_ Note: The physical properties listed above are presented as typical average values ns determined b accepted ASTM test methods and are subject to normal manufacturing variation. by 3. LIrtiIITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for tire rating. 3 . 2 3.3 Polypro® AN 160 shall solely be used with flat, low, & high tile profiles. Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof 3.5 tile adhesive with their tile assemblies shall test in accordance with PA 101. Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AI roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. (T) -w F'= ' - 4. INSTALLATION 4.1 Polypro® AH l 60 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AI -[ 160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with iMiarni -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A1-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI60 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI-1160 shall not be exposed permanently to sunk 3 MS Frank Zuioaga, RRC Product Control Examiner Polvfoant Products, Inc. ACCEPTANCE No. : 01- 0521.02 4.3 Tiles must be adhered in Freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AI-1160 has been dispensed. 4.9 Polypro® AI placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. "fable 1: Adhesive Placement For Each Generic 'Tile ProliIe i ileProftle Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement l Single Paddy Weight Detail iv1in. (grants) #1 #1 #2 #3 4 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Polvfoaonl Products, Inc. Nail through plastic cement Undcrlayment Ears Course Ewe Closure 10 In. Paddy )Beneath Tile) ave Course only: Keep adhesive approe. 4 In. up Irom weepholes Nail through plastic cement Undcrlayment Paddy )Beneath Tile) IN6.11111111 4111.° Eave course only: er Keep adhesive approx. l in, up from weepholes Fascia Eave Course 2 In ACCEPTANCE No. : 01- 0521.02 ADHESIVE PLACEtY1ENT DETAIL 1 SINGLE PATTY Eave Closure 5 Neil through ptasllc cement Undcrlayment 10 In. EPIC Course Eave course only: Keep adhesive appror. 4 In. up Irom weepholes 1) Place enough adhesive lo achieve 17 to 27 square Inches In contact with the pan tale 2) rurn coven upside down. Place adhesive 1/2 In. TO 1 In. From outside edge of cover site. Than Install the tale. Und Remov top portion cal 0t save cwnt cover tile. Abut to second count al an tile. Ensue earl end of • pan and cover tiles are flush at 1501 line. Eave cloture )mortar shown) Weephole Fascia Bo Optional 2e4's for sleep pitch applications Nail through plastic cement Optional Poinl•p Mortar on longitudinal edge of life Sheathing Frank Zuloaga, ItRC Product Control Examiner Polvroam Products, Inc. ACCEPTANCE No. : 01-05'21.02 ADHESIVE PLACEI`'1EN DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Underlaymenl Eave Course Eave Closure Nail trough plastic cement N4* r 2 In. \ eephok / Eave closure Orip edge s / Underlayment Eave Course Paddy (Beneath Tile) Paddy (Beneath Tlle) Nail through plastic cement Underlaymenl Eave Course 7 In: Fascia Eave Closure Frank Zuloaga, RRC Product Control Examiner Poly loam Products. Inc. ADHESIVE, PLACEN'IENT DETAIL 3 DOUBLE PATTY Nail through plastic cement `c 3 m. x 3 in. Single paddy on under- layment Single paddy on top of tile Single paddy under the Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nall through plastic cement / 1 3 in. x 3 In. S ingIe paddy on undertayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underlayment 3 In. x 3 In. 41n. Single paddy on under. laymen( Single paddy on top of tile Eave • Course Single paddy between Ole AP -- e*Eave Closure 4 2 In. x 7 In. medium size paddy eave course only Fascia Frank Zuloaga, ItItC Product Control Examiner Single paddy under tile Single paddy between tile 2 in. z 7 in. medium slze paddy eave course only Fascia Weephole Eave closure Drip edge Polvfoanl Products. Inc. ACCEPTANCE No. : 01-0521.02 Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, arc no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: 'Miami -Dade specifically stated in the specific conditions of this Accep �nceunty Product Control Approval" or as 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance ‘vith the code changes, b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance. a. Unsatisfactory performance of this product or process. b. Misusc of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the ■words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need n reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRZC Product Control Examiner Date Job Address (02,0 /lI X 10t-07 Tax Folio Legal Description Z - 6 7 ) 7- " ) / i / e 3 — l /,81 ck /c73 1/(C64 451 fr(Attel — if' - /)/i j Owner / Lessee / Tenant P�77 y ����tC{�` M aster Permit # // 3 i T7t 6 t0( Owner's Address Contracting Co. AAA QUA—(—r) 0 C Address 010 t111 OTtAV, w Qualifier `c t Nr -- e-- /? SS# Phone2a 2 JcP clig State # 0 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 12C P o O I T ) cy ()L , 6 Square Ft. S 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 i. compliance w S' all applicable laws regulating construction and zoning. Furthermore, I author'; the above : -d contractor ;o do the work stated. Signature o . CSJ ;;; Date: 16 / 3 3 9.g 4 Notary as to Owner and /or Condo President My Commission Expires: ** * FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE nokmasamrsibC.Ei2ttiftlent EXPIRES APR 28. 2001 BONDED »+toutH MANIC BONDING Co. RC. RADON Zoning Buildin Mechanical Plumbing Notary as to Contr = My Commission Expires: Phone 7 S 7 ss2o — ,C(A'r /»Zij- e)aj Liss 2 4 - Estimated Cost(value) 2_8.70 or Owner- Builder JOHANNE MARCOTTE COMMISSIONS • CC`2•b•7 • EXPIRES APR 27 2001 BON=D 1NINAGINI OrANIMUCOOlitriftqW * * * * * * C.C.F. NOTARY TOTAL DUE Fire * * ** Other Electrical Engineering Permit # Tax Folio # Street Address: I if .veil.bf. I Property Owner Name Mailing Address and Interest In Property Name and Mailing Address of Fee Simple Titleholder (if other than owner) Contractor Name & Address Ill any) If Surety Bond, Name and Address of Surety and Bond Amount Lender Name and Address (if any) Expiration Date of this No (expires 1 year from date rec Owner Signature: Printed Name: SWORN TO AND SUBSC O c�IJ�ry l_ Signature of Notary: Printed Name: Rousso Noc.rd. unnt ,o: // 92-0. pi 7 2_/ NOTICE OF COMMENCEMENT State of Florida County of Broward The undersigned hereby give notice that improvement will be made to certain real property, and In accordance with Section 713.13 F.S., the following Information Is provided In this Notice of Commencement: Legal Description of Property: Lote'9 /o - //, Block .1 3 , ISpa. .bovs this Wr reserved fa wording office us..) la attach NO description) Subdivision! V/ C144 c. c' A-- /4 4,41/ --r31/° , 2 c Nc� �o( S t-.1 f>aM4 s n.z 33 (38 General Description of Improvement: f\/' UA ( RE -ROOF (affix seal) P A'z » Ay: 62,o tic /o / 5 AAA QUALITY ROOFING CO. 1690 WEEPING WILLOW WAY / HOLLYWOOD, FL 33019 Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other documents may be served as provided by Section 713.13 (1) (A) 7., Florida Statutes: In addition to himself, Owner designates Notice as provided In Section 713.13(1)(B). Florida Statutes. � d un ass a r I ere': a Is spec I� 1 � A / 5 , C r7 Owner Signature: • I Printed Name: 0 :1 PI JFAN- CHARLES RICHARD 16CO6MAISSIONS CC6211959 me i ^22001 day of AltAMIC ItO Wr�g4. INC. As) G 1, f 3 `_7 ; 13 a11w eK (r, 20 N tS- 10 1 C M 1 CM 5'3R4..35434 1998 OCT 02 14 :05 1 copy of bond must be attached to this Notice at time of recording to receive a copy of the Llenor's STATE OF FLORIDA, COUNTY 0 DADE 0 Kam man ?No• Phis is o Prue copy of P::o o I•f.no ;a:loi in Ph:a o ico on ia W PhsESS my h ad +'d 5o.•1 (So.c• •bov•'h.s I.no is reserved for recording off.c. use 1 of Deck type: W o OZ) Fieh Flat Roof Area (1 123.01-78 9/96 Contractor's Name: �� 44 . Job Address: (Low Slope Application) ❑ (Nail -On Tile) LI (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) [1 ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof [..-roofing ❑ Recovering ❑ Repair ❑ Maintenance Exposure category (per AS E 7 -88): Building Classification category (per AS ir A_1_I' A C_11_M I? N T Fastener Type: / /°� " ,f /44(6/7,4- ..SPACING Sloped Roof Area (ft) ----- Total (ft Master Permit No. ROOF HEIGHT AND SYSTEM DETAILS (D raw details as needed) / 14- (be Perimeter: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY Corner: Page -1 ti / 213 / rih 7 -88 table 1): 4 r �.� P� 111 PLAN DEC -0597 03:44 PM SUNN I LAND CORP METRO - LtiaDE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GA F Conventional Built -Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynarech Engineering, Inc., Factory Mutual Research Corporation. and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97-0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Floriaunder the conditions set forth above. Approved: 11/04/97 1 305 +883 +0545 P.17 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 aul Rodriguez Product Control Supervisor PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County 4T-tJ DEC -05 -97 03:43 PM SUNNILAND CORP Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 305 +883 +0545 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Product Control No: 97 2 1 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 -ROOF -411. rank Zuloaga, Roofing Product Control Examiner P. le, DEC -05 -97 03:42 PM SUNNILAND CORP 305 +883 +0545 P.1. Insulation Types: Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Material Classification Wood Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 4 Product Control No: 97-0804.21 Roofing Product Control Examiner EC_95_97 03:41 PM SUNNILAND CORP Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® 305 +883 +0545 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification Product Control No: 97-0804.21 Product Dcscrintion 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Rol! 70 lbs. /roll 5 sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll ASTM D 3019 ASTM D 3409 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D460I Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphal 1Page 4 of 41 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. oo ing Product Contro P. 14 :DEC -05 -97 03:40 PM Product GAFGLAS® Mineral Surfaced Cap Shect GAFGLAS® STRATA VENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite SUNNILAND CORP Dimensions 76 lb. roll 60 Ib. roll various 69 Ib. roll various various various various various various various Test Specification ASTM D 3909 ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 41 305 +883 +0545 P.13 Product Control No: 97. 030421 Product Description Asphalt coated. glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul a Roofing Product Control DEC -05 -97 03:40 PM SIJNNILAND CORP Product Tapered GAFTEMP® Composite GAFTEMP® . Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard various various various various various various GAFTEMP® various Permalite® GAFTEMP Recover 1/2" thick Board GAFTEMP® various High Density Fiberboard GAFTITE ® 12 Standard Roofing Fastener GAFTITE ®# 14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification • PA110 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. F'A 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 305 +883 +0545 Product Description Product Control No: 97- 0804.21 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. ing Product Contro xa P.1 DEC -05 -97 03:39 PM SUNNILAND CORP Product GAFTITE g Base Sheet Fastener and Plate Gaivalume Plates NTB Fasteners Polypropylene Plates 3" and 3 V2" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOI' PLUS RUBEROID® MOP I70FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule Test Dimensions Specification 3" and 3 '/2" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roil 87 lbs. 1 sq. roll 102 lbs. . PA 114 Base sheet fastening assembly. PA 114 Round gaivalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Page 7 of 41 305 +883 +0545 Product Control No: 97- 0804.21 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. P. 11 0o ing Product Control Examiner DEC -05 -97 03:38 PM SUNNILAND CORP Product RUBERO1D® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal �.• and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Built -Up Roofing Asphalt Test Dimensions Specification 3 /. sq. roll 93 lbs. % sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. lsq. roll 101 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt ASTM 0 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA I00(A) ASTM D 1929 ASTM D 635 None ASTM! D 5147 ASTM D2824, Type 1 ASTM D312, Types 1, 11,111 and IV Page 8 of 41 305+883 +0545 P. 10 Product Control No: 97- 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- tibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Roofing Product Control Examiner DEC -05 -97 03:37 PM SUNNILAND CORP Test Product Dimensions Specification RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 lb. kegs Asphalt P Various PA 110 GAFTEMP Tapered Various PA 110 Composite A Various PA 110 GAFTEMP Tapered Various PA 110 Composite N GAFTEMP Tapered Various PA 110 Isotherm R GAFTEMP Tapered Various PA 110 Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP Various GAFCANTT " GAFTEMP Various GAFEDGETM Tapered Edge Strip . GAFTEMP Composite A GAFTEMP Composite N GAFTEMP PERMALITE® Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MateTM Underlayment 4 sq. roll 30 lbs. PA 110 Perlite board 305 +883 +0345 P.09 Product Control No: 97- 0804.21 Product Description SEBS modified asphalt SEBS modified asphalt Polyisocyanurate/wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board Fiberglass reinforced shin le Fr • �► underlayme nt Roofing Product Control Examiner DEC -05 - 97 03:37 PM SUNNILAND CORP Page 10 of 41_ 305 +883 +0545 Product Control No: 97- 0804.31 Test Product Product Dimensions Specification Description GAFTITE® ASAP 500 per box . PA 114 Pre - assembled fastener and metal and plastic plates Roofing Product Control Examiner P.05 DEC- 05, -97 03:36 PM SUNNILAND CORP Pyrox ACFoam 1 Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification various various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation ACFoam 11 various PA 110 Polyisocyanurate foam insulation Hy -Therm Nail -line various PA 110 Polyisocyanurate foam insulation Hy -Therm SP various PA 110 Polyisocyanurate foam insulation. Hy -Therm AP various PA 110 Polyisocyanurate foam insulation Hy -Therm Stable R various PA 110 Polyisocyanurate foam insulation Hy -Therm White various PA 110 Polyisocyanurate foam Line 2 7/8" x 3 1/4" insulation Paee 11 of 41 Product Description PA 114 Insulation fastening assembly 305 +883 +0545 PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. Product Control No: 97 0804.21 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Roofing Product Control Examiner p.07 DEC -05 -97 03:35 PM EPS Product Dekfast Lock Plate Dekfast Fasteners #I4 Dekfast Fasteners #I2 ISO 95+ Composite Asphalt Asphalt Primer High Density Wood Fiberboard Petite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails SUNNILAND CORP Dimensions 3 "x31/4" various various various various 4 mil min. various Minimum # 12 Test SpccifccatioR PA 114 PA 114 PA 114 PA 110 ASTM D 312 ASTM D 41 305 +883 +0545 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Product Control No: 97- 0804,21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Polyisocyanurate / periite Firestone ridged insulation (with current PCA) Type III or IV Hot asphlat generic bitumin adhesive Asphalt Primer generic PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 PA 110 PA 114 Perlite / urethane composite generic board insulation Perlite insulation board Vapor barrier / Air barrier kosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 generic generic generic generic a ga, Roofing Product Control Examiner P. 06 DEC -05 -97 03:34 PM SUNNILAND CORP Tin Caps MB aluminum roof coating • Dens -Deck #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Product Standard Plastic Plate ISO 95+ E'NRG'Y -2 1SORoc Test Dimensions Specification Min. 32 ga. x 1 various 3" round var:cus various various Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel. wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 PA 114 Insulation fastener and metal or plastic plate Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / tockwool composite insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 305 +883 +0545 Product Control No: 97- 0804,21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner P.05 DEC -05 -97 03:33 PM SUNNILAND CORP Test Product Prod uct Dimensions Specification Description Olympic Fastener #I4 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener ASAP GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA 3.25" round 305 +883 +0545 Product Control No: 97- 0804.2 l Manufacturer PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Polypropylene Olympic plastic plate Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) PA 114 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) various PA 110 Rockwool insulation Partek, Inc. (with current PCA) various PA 110 Rockwool insulation Partek, Inc. (with current PCA) various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Rmax, Inc. (with current PCA) Roofing Product Control Examiner P.04 . 04' DEC -05 -97 03:33 PM SUNNILAND CORP UltraGard Test Product Dimensions Specification Insul -Fixx Fastener insul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast DL Tru -Fast Plastic Plate various 3" round 2" round 3" round 3" round Product Description PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners PA 121 Roof coating 3.04" round PA 114 3.04" round polyethylene plastic plate Po"o I5 nrdI 305 +983 +0545 Product Control No: 97- 0804.21 Manufacturer Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel. Tru -Fast or wood (with current PCA) Tru -Fast (with current PCA) oaga, Rooting Product Control Examiner P. 03 DEC -05 -97 03:32 PM SUNNILAND CORP Tru -Fast MP -3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Product Test Dimensions Specifcjtio» various PA 114 3.23" round galvalume AZ5O steel plate PA 114 Insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Page 16 of 41 Product Description 305 +883 +0545 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner P.02 Test Name • Repo rt Date Agency/Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 3.1. 0T4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1R1A6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 1.I. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 3.1. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 3.1. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I.0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. IB9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL790 -PA 114 R1306, 87NK11819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 DEC -05 -97 03:31 PM SUNNILAND CORP TEST REPORTS 305 +883 +0545 P.01 Product Control No: 97- 0804.21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 10 / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Product Control No: 97 -0804.21 Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROIDIO 20 applied to the deck with approved annular ring shank nails and minimum 1 3 / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: Two or three plies of GAFGLAS® PLY 40, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (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.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: - 45 psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6 ": 12 "; See General Limitation #3 Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C/PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 Roofing Product Control Examiner 4 DEC - 05- 97'03:49 PM Deck Typ 1 Deck Description: System Type A(3): All General and Sy Base sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SUNNILAND CORP 305 +883 +0545 Product Control No: 97 - 0804.21 Wood, Non - Insulated, New Construction, Reroof 19; " or greater plywood or wood plank Base sheet mechanically fastened. stem Limitations shall apply. GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the dec k with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. ' One, two, or three plies GAFGLAS PLY 4® GAFGLAS FlexPlyTM6, or GAFGLAS® PLY 60 Ply or GAFGLAS FlexPly 6 sheet 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 Ibsisq., (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 2 WEATHER COAT® Emulsion with an application rate of 3 gal. / q.; or GAF Premium Fibered Aluminum Roof Coating with an applicatior.:ate 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. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 3 ":12 "; See General Limitation #3. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B-4 -M, N•B- 4 -M /p6, N- B-4 -C, N-B-4 -C/P6, N- B -5 -C, N- B- 5.0 /P N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Page 22 of4l oaga, Roofing Product Control Examiner P.01 Deck Type 1I: Deck Description: System Type A(4): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet: Surfacing: Wood, Non - Insulated, New Construction, or Reroof �_ or greater plywood or wood plank Product Control No: 97- 0804.21 GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied to the deck with 2" side laps with GAFTITE #12 or #I4 Screws and 3" Plates, 12" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4 ®, or GAFGLAS® PLY 60 Ply or GAFGLAS FlexPlyT" 6 sheet 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.. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: — 60psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: N- B -3 -G, N- B -3 -C. N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N- B -4 -M. N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Page 23 of 41 ga. Roofing Product Control Examiner Deck Type 1I: Wood, Non - Insulated. New Construction, or Reroof Deck Description: 19 / 3= " or greater plywood or wood plank System Type A(5): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Product Control No: 97- 0804.21 GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima' ' Base Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #I4 Screws and 3" Plates 8" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One, two, or three plies GAFGLAS PLY 4. GAFGLAS® PLY 6® or GAFGLAS FIexPIy' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.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. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb. /sq.; or GAF WEATHER COAT Emulsion with an application rate of 3 gal. /sq.: or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -75 psf (See General Limitation #7) 'A'. See General Limitation #2. 3 ":12 "; See General Limitation 03. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6. N- B-4 -M. N- B- 4 -M /P6, N- B-4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- S -C /P6. N- B -5 -G. N- B- 5 -G /P6. N- B -5 -M. N- B- 5 -M/P6 Page 24 of 41 uloaga, Roofing Product Control Examiner • - ...►n.,.• .•.r..►n..n►a •lord ROOFING SYSTEMS (TGFU)— Continued 410 3 Cheek: MC IrteMr. 2 . •' Inwl•dee (Optlehefk Owe w n■ere I•yers p•Arte. tweed hew. pus• fiber. wetranuie1e um.. . thane. pe,IKflf emirate co'00s.t•. pennte/vrethawe a0poe$e. wood fiber "' 's %urste composes. phenol'C• 2 .n. Inaa ply shoat two of mete lavers tree 0 "GAFGLAS 11r a" or •GAiGLAS Pty e • Cap sheet One Iaye Tye() G2 •'GAiGLAS MrMn, Svrt yC' Sheet • r Oeet: NC !newestlen: OM a Iwo layers leathern. fl.. a m rnsa, het m+oo fiber mot system Sheet Any Ut. Classrfred gravel surfsce0 Class A Maws: 04 S Oeet: C•IS/32 Slip sheet (Oedema Red room pope•. n111ed 10 deck. Sees sheet On• lay' of Tree 02 "GAFGLAS i 71 Sup S r (Tay b. na,1ed1. Ily Sheet Ora of more lavers of Type 01 'GAFGLAS 0 ' or CAMAS Pt. p Cap sheet One laver of Typo 0-3 - CAMAS Muer•I S seed Cop Shoot • •. [Mee NC r•s�+.s l7lJ Sheer Sew Sheet One laver el Type ; 2 -y am— • a GAFGMS Ply 6" Ily Sheet One or noon lovers Type G I " Cap Sheet One Iayes of 'hoe ` ..GAFGLAS M sl Sofa Co Sheet' 7 Oeos1: C.tp /32 nvrste. ofoMona. goomtoltsocysnvrste * li Stl no « nw sw: One lavers 1. p i ass �' a bMoet treat pWt.00d lasts p in ►. canpowte. oernte/vnM•M con+ •. Semi Sheet One of n+8ro layers of T G1.. 2•« 63. Membrane One a men lavers "Rube Tern tomeeth or •r•nvlel. "Labored Torch Moo' (srsnvlel. •ttvberord Moo' (pro 1e1 or 'Rubererd Moo Pins" I•r•nule) Cep sheet GAFGLAS Mrnersl Sud• ` 0 Sheet•'. not mopped. han : C.1 S /32 Indio*: 2 II Alt•. +food fiber. glees flee•. 'socraa. ,.re- 1011 p Motions* One a "'ore lay C00,1001411. n to rlituw•d+ane composite. 0/00d nvrat Baer /isoeya9�rat• pa /OCy composrts. phenotrc. any d++Ctn.M. S emi sheet Two of mews toyer, of T P ly Sheet (OdUenafk One of more I Membrane One Or mere lavers 0 notelet d Mop IS n 0 ere of Mvs" Mr•nvIIL "� Ow* v Cap Sheet "GAFGLAS ilMrnent S a m+01• layers p•.ldI w A•ced Deck 0.13/32 pt foyers s Insulation IOior+e* Oho « mane. oerlite/looe enetote a 1. lie Convolute. p1+en0l,C. a nn •4+y 9.0 sea _ Pat Sheet Two em le o1 MwtaM Surfaced CN Cep Shane Type 03 _ 2. Owe C• 1 S/32 etr I letlon tOotlon$i! • / ile. w eed n• Mane. psrlita /:«yen ew Composite owl.. tom emao. pho eiia. et wetness. . Sus Slave Two or m lavers .< Toe 01.02 limn a 03. ln e1 - f11,Owedd TTema' Meedt m a G3 ro . e 01 . Toren' saot* « •lMUtIL 'Ruberord Torch bored Mee /Ivo 1•nnuI.) M 1 C. not mopped Melee 3;4/2 Ober. elite Fat. noevomMSt•. orb ' th e0de*• wood f iber /isoeysrurat• GAFGLAS fl' a - GAFGL�►S My S" ee -• h I nd' fl pas• fiber. dacynyrat•. we- •. wood Rber /rsoe:yonvn►t• •r•nv1•L - Rub•nid Torch M•ntlMIfw One « nnvlo► Mtn yraewleL - end MN O /•ntrio) « "RAwe e d Mee ne fsv- Cep Sheet - GA/0 ; Mineral SiA•eed� Sneer. let owooed 1 Oeet: C.1 I/32 Iodine 1/2 Membit 0 Motions* One er mere layers worlds. weed fiber. Om . f. r••1ysnvrste. ere. Mane. pgrlitalreoey •0Yret• eem moon. pertitNemes a composite Fee, /if0CyslVr•1• semtP1041. phonetic. err wskne•a. Mr Sheet Ttwee or men !mere of Typo 01 - GAFOMI PIN d M - OAFGMS •-. Serfoekl "Ueda ilisegne $1b011101 20 IOe COAL TAII PUT Srm Clem A NOT 110001N0 COAL TAR t. 0..b C. 11/32 Moline 1/2 Mwledae fOolieneSt Ono « mere Wawa perllta. wood 11b0. Naha Rea. iaeeystwrsts. vie. Wane. p•Aitelreo yerwna eonwpo•M. per1Ne/wedlae serhpoeite. wood hberinocysnvr•t• temy00ile. pf+ewolie. any WictnIM. o- •r - GAFGMS M p". hot IIv Sheet Tone « e mere layer• of Type al - GAFGMS Ph meow with 1101 Ulf boteren. Serfeeber Goole. COMSINAT1ON NOT ANO COLO SYSTEMS Ct000 A 1. - -Dock: EC - - r i Mcrae +t. ;. Olisksties- (O,ebt++e+'k Slot •i. mere IMiS Alcove•. +reed ,ft►er Of .440.IIMM• ,t 1A. nt•a. _ ry Tr_iap 0r..nnvs l+vers >! 'NI* 01 1Z;IJ I .3'Pt7 d" Cr - A/CLAS S. 0- man 4MIstrot - N MS Aivmm64r* Nee/ .0 � 1:1 /•t VW* 2 Mewladem fOod sat One of mere Irma ma to. areal Tiber. 0110' 1 Fee, /r•ee7• vr• • Wane. p« OC lieer*yt+4M Mfa99VfO. 0 /t+ ns sem5°esree' woo s«opeelta. whenle41. - 16446m46. p- « "COMAS ph • -. Ply Meet Three «_wren Myers el Type; 61 - 0Aa8MS Ph Serfeein$ "Weada! Cast :mwaian •t 3 ISI/ci twee 1/2 3. Desk NC (r. 4 M. Merl moped. {r1•ulatlefe Owe M there Iron '1•odla Ph Sheet Any UL Claas+fied Its.* swAae•d Clem A gums film/ &NAM gUlm/ 0+11 system. . .0P01•••: .. • .... • .. . . . . . 2 ; : 0 4 % F� 1x32 ... . • . . . . . . . . ▪ n , C 2 •. • • • 11911004~ 1Qptien 0 I ) .r O amps are lovers pj►+.te • wend .. '"o • • ROOFING SYSTEMS (TGFU)— Continued -Foam: "Poly -Iso" or "Poly -lso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoftex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoftex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303", 1 in. min. Base Coat: One or two applications "Gacoftex U8- 7050 ", applied at 1 gal/sq /application or three applications, applied 1 -1/4 gal /sq/application (16 -32 dry mils). Surfadng: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoftex S- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoftex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). .. GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 "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 (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific "Dens - Deck®" overlayment board 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 gypsum 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. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFLAS Ply 4" or 'GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Pty) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 1175 Base Sheet" Or 'GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the (tilled base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically listened. Unless otherwise indicated, all insulations may be hot mopped or mechanically !Mined. A "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class . S 0( C systems listed below. n "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any O UL Classified perlite insulation. B Gu4hed stone or slag are suitable alternates for gravel in any of the Class A, a C systems listed. SUtictural cement fiber building units are considered suitable to be included '; 1 dick in the following Class A, or C systems listed over C -15/32 or NC. ThO use o B gypsum board under any of the following Class A, B or C systems bM1 110t adversely effect the rating. The use of 1/2 in. min gypsum board is e uuPt+ble alternate for insulation over C -15/32 decks. M O Y o f polystyrene insulation board between min 3/4 in. perlite board mug. O! N dei with rosin paper (perlite /rosin paper /polystyrene /perlite) is a a lternate for isocyanurate board in the following Class A, B or C EIIP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP A " ssifiay m be a ti on isocyanurate substi tuted for any isocyanurate insulation in any of the Oc asphalt, for use w organic and and felts or modified bitumen C"15/32 . ` ROOF COVERING MATERIALS (TEVT) Class A On (Optional): Incline: 3 o cyanur ti o, ) One or more layers perlite, wood fiber, glass urethane, perlite/isocyanurate composite, perlite/ 2. 1. LOOK FOR MARK 0 ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) — Continued urethane .composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C - 15/32 Incline: 2 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". . Deck: NC Incline: 2 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type 63_ "GAFGLAS Mineral Surfaced Cap Sheet". 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. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One Layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Neck: C - 15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 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. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B . Deck: C -15/32 Incline: 3 -1/2 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: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. Deck: C -15/32 Incline: 3 -1/2 Insulation, (Optional): One or more layers perlite, wood fiber, glass fiber,.jsocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C Deck: C - 15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ N PRODUCT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or me 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. anti 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. D ate........_... . _ ....._._ ,19.. Ow u Owner's Name and Address '�`' 49,9-R _ No.. ..� ‘G . Street��� Registered Architect and /or Engineer Name and address of licensed contactor v e 7"r — !o 7,5" ,9 4,- .E' o ,9 New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ © e). B d Zone cubage required Distance.to next ne.uest building. I hereby submit all the plans and ccifications for said be sent to.. ..f"(:c Disapproved ) Date (Signed) V.:\k/Qt/V\, Building Inspector Addition srs., VII •••... • s sae o, -1 , .vC IBC cc Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 6 •® iv a /©/ - r ..._.._ ._...._ State work to done and purpose of buildin (by floors Aa'� ' "- esz 90 •il / F ��`� x P rp !�C Y )...... c`' 3 e 44. g 3 - Cit -40,_6-L 0n/ J� Ct— _.. I` -r- P e i tv "s f6 ji F 6A.0 C 6 49 d/.e. Repairi Y Roof Covering Amount of Permit S.. e .Plan Cubage Size of Building Lot Maximum live load to be borne by each floor k:�tt ilding...All notices with reference to the building and its construction may /4iC— The undersigned applicant for this building permit does hereby crrtify 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 Sup leinent, anti has complied ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to b /performed under this permit. as are licensed by Miami Shores Village. - Rem.uks (Signed)_.._. and for no other purpose. No. of Stories r, STATE OF FLORIDA, i COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared —._._ .__ ....__..._ .................._.. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. ' Permit No.. � � � � 1 Date IC f { ......_._ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commiuion Expires......_._._.. _ ............... �� PLANNING BOARD DATE Chair.nan Member Member Member Member .. .. _....._......_..._._ ...._ Member ..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'Lrnnir.;; Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING IQJSPECTION DEPARTMENT APPLICATION' FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement ur the titans 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 Howard Barwick Registered Architect and /or Engineer Datella r c h 1 . .�_...._ _._..._.__ ...... 19. �_ 1.AL_S.treet Name and address of licensed contractor ObenOUr RoskfAng.L .. Shg.g.t Ee_tal Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Subdivision 620 N.E. Start 1 work � o 1 e done and purpose of building (by floors). Tea !h1 1-30, 1 -90 ib. slate and ,flat 101 _Stree_t r off two story - sg,g.tj,1, Q ,y..,._3e.plaae__ tile. 14; S.quares _..,_.,__ and for no other purpose. New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S. .i2 72 • 00 20.00 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, Prominent 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 si ;• ctors, • k . performed and pcnnit, as are licensed by Miami Shores Village. Remarks __._.._._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. i ss. Before me, the undersigned authority, a notary public, duly authorizcd 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.. Permit No.._. 7 - 2z Date b .1S0.1 Read, Sworn to and Subscribed before me. Disapproved Date.. (Signed) Building Inspector My Commiuion Expires Chairman \lcrr.bcr Member .. _... - ...._..._.r...._ Council Approved Date PLANNING BOARD DATE NOTE: A charge of $1.00 will be made for making corrections or cite the Pl.innir.:4 Board. A re inspection fee of $1.00 will be charged when such re- inspection materials and /or workmanship. Member Membcr Member Disapproved ..:.: VII ...... :...fITT•1.....•H. ..... l x -::. Notary Public, State of Florida to me well known, Date nges to this application after npproval has been obtained Gan is made necessary by improper 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 structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miaml 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..._ . .... _,. , ; mb: P 1 i Owner's Name and Address L • L. , L g U : s ' n fl 1 Str et . �...._. _ No.. .._ . : _...._ . e _.. Registered Architect and /or Engineer Name and address of licensed contactor o n n u r R r y f i n 9 Cn. 7357 p . J. wiE mi „f.. Location and legal description of lot to be built on: Lot Block , f' " $u ivision -- 620 k!. E. 101st _ '` Street and Number where work is to be don _... fi 1. -.30 1b f':;11: 1.991 ).b. ^�. State work to be done and purpose of budding (by floors) _ _L _...__..._........_ __ F li si End lihitc shinon talc,. and for no other purpose. New Building Remodeling Addition X x Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 11 ' -.` • Estimated Total cost of improvements $ 1600.00 amount of Permit 12.51) 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 inspec ion on the site of the work such )lic notice or notices as are required by the Act. The undersigned agrees to employ only uch subco actors, on work to be,perform under this pennit, as are licensed by Miami Shores Village. a / Remarks._._ (Signed) r Z , - � '7; STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. I �( Permit No.__..1.. Date I 1 1 '! 1 J 1 Read, Sworn to and Subscribed before me. Disapproved . � 3 Date (Signed) Building Inspector My Commission Expires Notary Public, State of Florida 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 rc- 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. i • 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 s.ecified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ._..._. 141f__'1 . No.__ 2 Street h Registered Architect and /or Engineer ........ ..... Name and address of licensed contractor Location and legal description of lot to be built Lot Block Subdivision Street and Number where work is to be done � . 10 f.. _._/ / • State work to be done and purpose of building (by floors) Ia3 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date /9 , v4C.d 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 ublic notice or notices as are required by the Act. The' undersigned agrees to employ only such subcontrastcy on wor permit, as are licensed by Miami Shores Village. Remarks (Signed) to be erformed under this STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date .-- . „, n Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. PERMIT Bl. N° 2416 CONTRACTOR OR BUILDER BY Work to be performed under this Permit Subdi- vision FLORIDA Value of Project $ DATE Contractor's License No. 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. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY ems.,