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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n �� Q. Q as--A Permit No. 690q 610 Name Address 02 Company 69,ror Phone # Inspection Date 0 Q Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 1 1Z, 1 01/41 Permit No. 1 6 (- 1" 6z6 Name Address UO2 q 5 4- Company 0 {'; COQ- -V Phone # Inspection Date t Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat a)2_�'�IV� • Type Insp'n �- � rf Permit No ` i eJ G� () Name Company C),)k --ji\--A 1 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp'n aq Permit No. a l ^ Y Name Address 0 , 1(1;41 " Company O Phone # Inspection Date Approved Correction Re- Insp'n Fee Date f 3 \0 Type Insp'n TMA- ( / 00 MIAMI SHORES VILLAGE Ai BUILDING DEPARTMENT \ 305- 795 -2204 Building Inspection Request gP occ- ea o Permit No. Name Address [ or A,P qS s r Company 06 .Qv Phone # Inspection Date Oc4 App r d Correction ❑ Re- Insp'n Fee ❑ o ' . , - Building Department 1050 N.E.2nd Avenue, Miami Shores, Florida 33138 \ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILD . = = -.� PERMIT P.PLICATION FBC 2001 Tenant/Lessee Name Miami Shores Village Job Address (where the work is being done) I / 0 . u E I s �J. Q)- Type of Work: ❑Addition ❑Alteration Describe Work: 0'11 � - 1It,e AO Phone # Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit' ' J , OD( ' o0 Total Fee Now Due $ 33s, 3 (Continued on opposite side) Phone # 3 - 75 7- C. / .l Square Footage Of Work: 2757 Permit No. b D-C �, -1- 5/L Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simplee Titleholder) Le3rjtp ,B txj ),l Phone # Owner's Address `7001 / U fup .i- City f'iito A . State Zip 331)8 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name igt. J R Contractor's s Address 93 0 / !- E Ct,ct.c 61.(t-Y.,2 A - /o / City />2i4 v State pt_ Qualifier J Omits L d 6e-n Cei r Zip 3) / J ? ❑New LRepair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $`- v;# Z3 `i Permit Fee $ 30:0 CCF $ 6 0 coicc 562 Notary $ � Training/Education Fee $ 3. a 0 Technology Fee $ 7/ cC, Scanning $ /5 Radon $ "--' Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature' r or The Ibrego • g instrument was acknowledged before me this day of , 20 b4, by 3(40/ .61'M) U who is person ly known to me or who has produced APPLICATION APPROVED BY: Chc 12/15/03 10 Zip 10 As identification and who did take an oath. Signatur NOTARY PUBLIC: NOTARY PUBLIC: Si .� .cb�a..r ,. �� ` Y a�!•, Sandra ll.iar� Si,e v • . :'•:•corm ∎ ss;on #U1) /2 gn � 0. � ` T C+ Print: 64p Dr 1-(a �� i {, ` fn f ril 2005 Print: NDrgE, • • U � d raflj '� IIlmissio My Commission Expires: '; Co.. Ina. My Commission r. • �"' `�:•`o�= l:x ir # • 01 #1;72 P es Boad Pril 2. 2005 ********************************************************* * * * * * * * * * * * * * * * * * * * * * * #1tfs� * ** ffet*„ *woe ** * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Contractor The fo egoing instrument was acknowledged before me this / day of S , 20'04 by who is personall known to me or who has produced as identification and who did take an oath. *******•*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN 2 21004 Plans Examiner Engineer Zoning BIGH VSLoCITY KORRICANB ZONES - REQUIRED OWNERS NOTIE' FOR ROOFING CONSIDERATIONS 61524.1 scope. As it pertains to this section, it is the reap of the rooting contractor to provide the owner with the requir permit, and to explain to the owner the content of this aecti provisions of Chapter 1S of the e /orida Buildeng Code, Build the minimum requirements and standards of the industry for r ir_etallations. Additionally, the following items should be part of the agreement between the ewner and the contractor. The initial in the designated space indicates that the item has been expl ned 1. Aesthetics - workmanship: The workmanship provisions of C hapter 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) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are Doc pare of a'zoning Code, should be addressed as part of the agreement between the owner and the contractor. 3. Rex►ailing wood Docks; When replacing roofing, the existing wood roof deck may have to be renailed iii accordance with the current - provisions of C hapter 16 (High Velocity Hurricane Zones) of the. (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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining this appearance. 5. Poudiay Water: The current roof system andfor deck of the building may Doc drain well and may cause water to pond (accumulate) in low - lying area 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 eicpectancy and performance of the new roofing system. Ponding conditions may not be evident uii ti 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 buildup of water. Perimeeer /edge walla or other roof extension_ may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of 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 conoid- additional venting ethic can result in extending the ser=vice life's,, he roof. 90 39yd NIQiI o � Roof S System Y Required Sections of the Permit Application Form ` Attachments Required See List Below Low Slope Application • A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A B D E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 23_01 -48 5/03 PAGE 1 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE ATTACHMENTS REQUIRED: Fife Directory Listing Page COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE ' REQUIRED DOCUMENTS AS NOTED BELOW: �''Li 1. 2. 3. 4. 5. 6. 7.. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Component Notice of Acceptances Municipal Permit Application Owners Notification for Roofing Considerations (Re- Roofing Only) Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractor's Name O&M tUA t Job Address qo t L)• E. T E, ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile L'7 Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ New Roof Process No. ❑ Prescriptive BUR -RAS 150 ROOF TYPE L'7 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) a 75 '( a75 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. _ _ '_ i _ . I__L(._1_ _I_! .1._1_...I LJ- 1_1_L.Li_ .- .1.-.1.-1]..".11.1..-. 1.-.1-_-• - !--�._ -..1-.A:1-.-__. _ _. L_ _. _ _I -_ -- -- J-i. _! _. _ !!, 1 1 1 1' 1 .. _.. _ .. 1 1 tt i `` 1 1 ( 1! I � 1 � =1 1 1 ;��I!I ll 1 1, � �,�. fii 1, - !! ! 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' ! i {.. _.1..i -�_ I ; �_ ! 1 1 1 ; I _ 1 1 ..L....: 1 I I. - f } i ! i i 1 1 I 1 I i 1 .1 1 J 1 1 1 1 1 1 - '1 i i I t 1 1 . 1'" 1 1 1 1 i , #, I, 1 { 1 I 1 1 1 1..1 1. _ I, 1 ! .f J 1 .� AAA_ I.! 1 1 1 , 1 ! I I 1 .1 t ! � ' -{ i ! ' , 1__I -I I-1 -; i t _ .� _ I ; 1 _ .1_ , i 1 1, 1. I 1 j 1 f :.71: . ! _! .! ! } :1 i . �_. _ 1...1..1 :. ! ! , 1 ` i-ri 1 ' 1 . 1 1 L} - ;, . 1 ` ! , 1 1 1 I I 1 1 _ I 111.-11,. i 1 1 E L. ! i -! 1 t 1 ?, ! I j 1 I' - I , t- c. 1 1 - ...I I f 1: 1 } I I E i i 1 111. 1.,!'11! —1 !,1 i -1—.1,:i_. I �J I, 4 I _ 1'!! rl�,1 ol 1 �.., 1 1 1 t {- 1. i 1 , ;_1 1 I , } { 1 1 1 } 1 1 I .1.1_1,4_1.t. 1 111 1 a 1 (, i _ ! 1 111 1 _. � 1 ... i 1 1! I.I_, 1.. - Cr i 1 1 _ ! . L...!_� ;:� 1 1 , r 1.1 , , 7 , , 1 1 1 1 i �1 , 11 !1 11 ` i! 11 f 7 i ! �! 1 I }�I� ! 1 1 11. : 1 I 1 - ! } . ! X 1 1-.1-1—I. 1 i! ! I L 1 1 .. , . 1 _ _ }.. 1 1 1 1 . + f lI!, (., I1 1 111, 1, 1 j Lt. 1 1 1 ;1 I I Ir1 1l sli ! 111 1. ! f l 1 { I, 1 1 1i -I1 11 f l} 1 1 1...1 1. 11 ! I rtttlt1._ , 7 L.1..1.1. t , {,,_ 1 1 -ri 11. (.1.1 1 ! ; 1 11 ' t , l , ! 1! ., 1 1 .,. 1 1 1_. 1. ! !. !..! .' i ! . 3 l 1 ! ! 1 ! . ! , ' '. f •_ ... 1 1_t.J i..t. l .1,.!.J ! J, .1; 1 1_J_1. i_.i.l.'.,. J..,_1_! ! ,.! !... ! Roof System Manufacturer: Mb� u44, Notice of Acceptance Number: 01-0-0 5. 07 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:_ 3 ' 2- P2: / 7",rf P3: / 7..rs Maximum Design Pressure (From the NOA Specific System): 3g 7 Method of tile attachment: p0% Aer44 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: : 12 Section D (Steep Sloped Roof System) Ridge Ventilation? Steep Sloped Roof System Description Deck Type: pL � ype Underlayment: Insulation. Fire Barrier: Mean Roof Height: ( 3 astener Type & Spacing: dhesive Type: TY,4" Ham!" ype Cap Sheet: oof Covering: e4 bil e." bear � r �� � Type & Si D ip Edge: 2 7AtesfAo 74 yQ, f4ft. Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 X 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 l= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope I 2:12 344 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 f 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 Mr 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" 4 (Pi: _, x A, , qff = / )- m 5,,r/ =M V >/ NOA M1 A (P O ff / r x A. .1.11 = It C ) - M lrif/ = Mri / 7. ,17 NOA Mr f'-• % (P / t'. x A. .311 = 24 . ® 41 - M L37 = M /1 re' NOA 1 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 xl: = z w:= ) -W: cos 0: = F NOA F' (P xI: = z w:= ) -W: cos 0: = F NOA F' (P xl: = z w:_ ) -W: x cos 9: = F NOA F' M IA M I.OADE NtJIIEWHNLIHN I?UUi 11LL y .:1WnYGJb4d4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO& Monier Lifetile, LLC 135 NW 20' Street Boca Raton, FL 33431 INU. :'r . WUU1 iMiAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -156.) (305) 375 -2901 FAX (305) 375.2903 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/ox' the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material, tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right :o revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Elurricane Zone of the Florida Building Code. DESCRIPTION: Spanish `S' Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA, shall be considered after a renewal application has been Fled and there has been no thane in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its disc: ibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- t205.01 Expiration Date: 01/02/08 Approval Date :01 /02/03 Page 1 of 5 • • • • q ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Spanish `S'Concrete Roof Tilt, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code dots not exceed the design .pressure values obtained 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 J' Ianufactured b,1 Applicant Monier Lifetile Spanish 'S' Tile Trim Pieces 2.1 SUBMITTED Test A.encv Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing High Profile Roofing Tiles Concrete Test Dimensions Specifications 1- 18" w = 10 s / min. thick 1= varies w = varies varying thickness EVIDENCE: PO402 94-084 94 -083 25- 7183 -4 PA 112 PA 112 Test Identifier 7161 -03 Appendix 11I 7161 -03 Appendix 11 P0647-01 Product Description IIigh profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static U.plift:Testing PA 101 (Mortar Set) Static Uplift Testing PA 10,1 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik - Drive Screws, Direct Deck) Date Dec. 1991 Dec_ 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No,: 02 1205.07 Expiration Date: 01/02/0$ Approval Date:01 /02/03 Pane 2 of 5 • • ti Test Agency The Center for Appiied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation. Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1.994 Project No. 307025 Test #M17C -78 • 224 -47099 520111-3 520191 -2 -1 Calculations 'Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven .Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 • 25 -7496 25 -7584 25- 78046.8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Sct System ate March, 1995 Aug. 1994 Oct. 1994 Sept, 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 3.i Fire classification ;s not part of this acceptance. 3.1 For mortar or adhesive sct tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for rcvicw. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and R.AS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date101 /02/03 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment M1 (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application _ Minimum Attachment Resistance Monier Litetile 5panish 'S' Tile Adhesive 29.3 1 Sea manufactures component approval for installation requirements, _ Average weight per patty 10.7 grams. . . per patty 8yrams, 2 Flexible Products Company TleBond Polyfoam Product, Inc. Average weight • Table 3: Restoring 3 ":12" Moments due to Gravity 4 ' i 5 ":12" - M (ft -Ibp 6 ":12" 7 " :12" or greater Tile Profile Monier..Lifetile Spanish '5' Tile Battens Direct Deck Battens Direct I Battens Deck Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8,27 N/A 8.07 N/A 7.87 1 I1... 1 I - , I,r11 YLf 1 1 \Vl!• I l 1..1 • JUJ 1 .JI.JIJ •.U^I Tile Profile Monier t-ifetile Spanish 'S' Tile Tile Profile Monier Lifetile Spanish'S' Tile Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) Monier Lifetile Spanish 'S' 2 -10d Ring Shank Nails Tile 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 .#8 Screw 2 . #8 Screws 1 -10d Smooth or Screw Shank Nail (Field Cl) 1.10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank NailsSField Clip) 2 -10d Smooth or Screw Shank Naas (Eave Clip) 9.64 Table 2: Aerodynamic Multipliers - l (ft Length -I (ft) 1.5 Width -w (ft) .0.865 A- (ft) Direct Deck Application 0.259 Table 4: Attachment Resistance Expressed as a Moment - M (ft =lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15/32" (min. 19/32" plywood) plywood) 28.6 41.2 5.1 6.9 20.7 23.1 29.3 27.6 38.1 6.8 9.2 20.7 43.2 43.2 23.1 29.3 27.6 38.1 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 • Table 5A: Attachment Resistance Expressed as a Moment - M{ (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Monier Lifetile Spanish Tile 3 Large paddy placement of 63grams of Pol Pr]TM, 4 Medium3addv placement of 24grams of PolyPro TM. NAIL HOLES Tile Application 'olytoam PoIyP&' Polyfoam PolyPro TM Table 513: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Mortar Set items Tile Tile Attachment Profile Application Resistance Monier Lifetile Spanish 'S' Tile Mortar Set 24.5 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 applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE SPANISH `S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE Minimum Attachment Resistance 66.5= 38i NOA No.: 024205.07 Expiration Date: 01/02/08 Approval Date:01/02/03 Page 5 of 5 • • The expense of such testing will be incurred by the manulacturcr, ACCJTTrt jC NO.: OI- 0521.02 C-XPI ltCS: QS /I 0 12006 A1'I'ROVf'I'1: 06/I4 /2601 11 : 015000 1Ipc10 (3011ternot :In Iceepun. a cover pit no( III tCrnCt 11170) ad dros: rmstmnsterr n7)bu ;Id ingcnciconlinc, TO'd t'8y88SLSOC 01 7LCCS6S OC r PROt)UCT CONT_ ROL�NQT1C Ur ACC PTAN r Pntyfoam Products, Inc. 2400 Spring- Stucbner Road ' Spring ,TX 77383 -U32 Your Application for Notice arAcceptance (ThJOA) o.f: Two Component Polyurethcnc Foam Adhesive under Chapter 8 of the Code of Miami -Dads County governing the use of Alternate Materials and Typos or Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance OtTicc ((3CCO) 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 t jobsite or manufact.urer's plant for quality control testing. If this product or material fails Io perform in the approved manner. BCC° may revoke, rnodiCy, or suspend the use of such product or material immediately. BCC(' reserves tale right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South Florida building Code. Rnut rtpdri Chief Product Coctral Oivisic,i TI•US -LS Tim COvrrtSITFFT, SEE A nniTIONAL PAGES , roR SPECIFIC AND C.I:NI.RAI. CON n rTIONS fltfiLDINC COnr j Pft n ' 1 F,vlrtiv CO!�I�t1T�'l r This application for Product Approval has been reviewed by the 13CCD and approved by the Building Cede and Product Review Committee to `. used i,, Miami-Dade County, Florida under the conditions set Perth above, MIA MI-OA DE COUNTY, FLORIDA METRO DAI)E .FLr,GLER 3UILDING D(.ILD►NG CODE COMPLIANCE OFFICE MCT.O- D.1DFr Pt. Ac1,l R Qi)IT.D1NC,, t l0 Wt. ST PL.tiG,.r_tt STREET. SUITE 1603 MIAMI. FLORIDA 33130 -156) 1335) 375- ?W11 Ir,t`( ()OS) 375.7.90 rc)rv'rlt,%CfrOtt 1.1 C'F:NSINC: NP: rIC) 4 00512/S -13M PAX 1705! Lori i tt.►C'1'Qtt ENFOnCt:MI:N'I' DIVISION 1.10))75-79b6 VAX (3O5) 375 -29(1)0 I'ItODUC1' CONTROL DIVISION 0 VAX (3t), J77.- 6,), I'rancisco 3. Qui,nnn-i. R.A. Director rvrinmi -17ade Couny 1�uil(lin� Code Cn(I(plinncc 011icc (6002 11()1nt303(6c: littp://www.buildingcodcoulinc.com oDctudr3 ad *?S ST COO,-: CO elde,l V•r. 1J. \IJ ALLI 1 \10 1:X11 VU '4 .1 IV l I;.1. Per I,Yfn:lrn Produetsitaa ACCEPTANCE, No_ : 0 1.021.07, ROOFING ASSEMTiLY APPROVAL C dry: Rooting Approval Date: June 14 2099 SuA - C:tt c pry: Roof Tila Adhesiv Expiration Date: May 10 2006 PrI terjals: Polyurethane c0'd SCOPE This approves ['olyprue AI-1160 as manufactured by Polytonal Product; Inc_ as described in Section 2 of this Notice 0t Acceptance. For the locctions where the design pressure requirements, as dr.termiural by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat. low, and high profile r oortiles system using PolyprodD AN 160. Where the attachment calculations are dant as a moment based system for single patty placement, and as an uplift based system for double patty systems Z. PRODUCT DESCRIPTION Manufactured by A2 Polypro® AH I60 Pc mproQ R.TP 1000 N/A ProPacktO 30 St 100 01111 en lo n N/A N/A Dispensing Equipment 2.1 Component;; or products manufactured by others: Any M iami -D;rdo County Product Control Acccptcd RoofTile Apctubly having a current NOA which list uplift resistance value:: with the use of Pctivpro Al 1160 roof adhesive. 2,2 Typical Physical Properties: ['r_ n Is.= Test Density ASTM 0 1622 Compressive ASTM D 1 621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM 206 Transit ission Dimensional ASTM D 2126 Stability b8b88SLSOC 01 t'L66969SOC l V1. XL V.1.'t 11 \V VV.1.:. A.II • Test Snceilientinns PA 101 Results 1.6 IbsJft' 13 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to 0.08 Lbs. /Ft 3.; Perm / 1nch +207% Voltome Chi u —too r.. 2 weeks +6.0';;, Volume Chan it: fir) S.o ' 11 11umitlity, 2 weekN Product ncscription Two component pelyuretnanu Dispensing Equipment n r Frank Ztlloaga. RRC Product Control Examiner 0Jaa eid hS:9I COOZ d'dI ce d fail 4i:we r,1.\ v JrA AU44 rVLaRVrau Polyfoam Proiit)Ct�, iliac, ACCEPTANCE N. ; 01- 0521.02 Note: The physical properties listed above are presented as typical Average vnlucs ns determined by Accepted AST\1 test nlctht)ds:and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of ;his acceptance Rel'er to the Prepared Roof Tile Assembly for tire ratintz 3.2 Polypro® AI -1160 shall solely be used with flat, low, & high We profiles, 3.3 Minimum undcrlaymenrs shall be in compliance with the Roa!ing Application Standard RAS 120. 3.4 Root manufactures acc!uirui ;acceptance for the u;e. of Polyproie Al-I160 root' vile adhesive with their tile assemblies shall teat in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polyprott AI roadie adhesive with their the assemblies shall test in accordance with PA. 101 and with section :0.4 as modified herein, ( l - lV t•t INSTALLATION 4.1 Polypro(a A1-116C may be used with any rocf the assembly having a current NOA that lists uplift resistance values with the use or Polyproi Al-! 160. 4.2 Poolypro0 Al-1160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein The roof tilt assembly's adhesive attachment with the use of Polyprae 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 tle assembly NOA 4.3 Polyproe AI-1 160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. PolyproG AI-I IGiO Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory T-ained 'Qualified Applicator' approved and licensed by PolyFoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to t!.ie authority having jurisdiction. 4,5 Calibration of tine Foamprog dispensing equipment is required before application ar my adhesive. The mix ratio between the "A'' component and the "B" component shall be maintained between 1.0 - 1.15 (A) : 1.0 (D). The dispense tinier shall be set to deliver 0.0115 to 0. ;5 pounds per tile as determined r.t calibration, No other seuing5 shall be approved. 4.6 Polyproa: A1-1160 shrill be applied with Foampro RT1' 1000 or Prol'ack® 30 & 100 dispersing equipin nt only. '1.7 Polyprotal A11160 shall not be exposed pernaarat.!►tly to sunli 78t 01 t>L CC9E9SOC l Frank LJIoaga, RAC 1'rO(IuuCt Control Examiner oDau6a dd SS:9a 0002. 20 ddU 1ri 1J • 1r.J ltll 11 • l" t':1.\ 04'1 •J 10 ll Pultfoattt Products Inc. ACCEPTANCE No.: 01 0521.02 4.8 Tiles must be adhered in freshly applied adhesive Tile must 1. e set •,within 2 to 2 minutes after Polypro0 Al-11 GO has been dispensed 4.9 Polypro0 AHIGO placen!ert and minimum patty weight shall be in accordance with the 'Placement Details' herein, 1 c;t generic tile profile requires the specific placement noted herein. '1lnblc 1: Adhesive Placement 1 ar Each Generic file Profile TileProfilc i I'I:tic, inccnt Single 1'ntkly Wc") 1 7 j'yan Puddy 1Vcigltit Det ;Jil J�iin (grails) per paddy t47in. Flat. Low, High Profiles High Protilc (2 Piece Barrel) VO'd 1'8P8BSLSOC 01 PLCC969SOC 1J 1 4 r'i1.1 rV::A rr or1 35 17i,�dc nn c ap and 3�1lpan NIA Flat, Low, High Profiles Za Flat, Low High Profiles - _ fi3 =. LABELING AJI Polyprol AH160 containers shall comply wish the Standard Conditions listed herein. .6. BUILDING PERMIT REQUIREMENT. 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system NIA 8 Frank Gulol6;t, RRC Product Control Examiner IeJ 00'It3 tad SS : 91 COOS O ddti {1:=13'(13 '1HU 17:10 FCL\. S5•1 57$ 10.12 F+W H.).4M PRODLi,J, .li C:. Poly foam Product Itnc. ACCEPTANCE TANCE No.: 01- 0521 AU1.[E5l [' LACEMENT DETAIL 1 S1N'CLE PATTY Nail VJ e1qn p101110 cntne nl 4110.4ryp9n1 EmCovis 13.1 CIMYn1 N.I! Amp pm td. eesvnl tothneeehl 111 1.IVI COM lava court, enq. A nt ldhl■vl teple& 11.., ap Iron YollphO( elddr 11:61M0 1111.1 paddy hLlurl • il) Fa1d1a I.. G4VI11 bT y WILL 1dhn1.11Yerm 1 11. , 11 1 v,•i•hal•e Elva :In1 W, S0' d tBb88SLSliC OJ. bL99969S@9 Nr.11 11)10411 Llaane depmne Une•Q.yrtnry w In: 144 Caru E1v1 uune Mlr• Y+vp ad l.ahn anpca 1 IA ue 1taw.,rpneba 1) FI34 cnodpn 3e11e11 10 7t&1ve 1110 23 —411 `'''' ' 144 IT" imam lktr■ +ill 0 010 1 p11c11prlk0ail sn 21 c /.nn 1 0 3 1 0 040.11.P 1 103 1e14INA In In rd 1 h• Frem ow,1a / . dp1 al CO rr at, 1h•n b..141 Is ail.. UIOU11 Men) Ct J� tr I C C .tt Uin Abut lc went runt d Lr diet EntYn YiM hl 01 i.i.n( 60 or 0l,l alt hnh 11.101 4JII Cos calxt We/ahei f..d, 86 Inrtur Rdvnl t`rallk. L lIoag , RRC l'roducc Cantrol Cxanincr HaJ doouph 04114 temenl SMclVidp 0:DID:Ida 6d 9S : 9 i C0017 20 ddb 1ri; AJ uJ in4 A r ; Au rte.,. r34 Jr,} Au¢: Polyfoam Products, 1„c. 90'd 0817.88S..SOC 01 t rVLurvAN Q UU r ADHESIVE l'LACEN1ENT DETAIL 2 SINGLE E'ATTv 6 ACCEPTANCE No. : ( H-0.521.02 Drank Zulotsn, RItC Product Control Examiner o1QHa>3 dd 9S : 91 0009 'E ld0 Po I yfol in Prod is ts, inc. LO'd V81788SLGIZIC 01 2._CC969SOC • rra• 4 • A•Vibr, ,01•• • ••••• • AD1FE$vE PLACEMENT DETAIL 3 DOUBLE PArr Nall through plaallc ennui! 2Im t e"Sirt, it 3 In, Single paddy on underlaymen1 7 4 , 1 In. x 3 Im tan Course eihertirse 2111, X 7 in, medium site Daddy oave Fac( 3 tOurGo only PItI th/c ugn Underlaymert \ oadd •undor lile bra awe 2 In. e 1 In. mid1101 iitt sqddyra.e cov only Fusi, (beINBon tilo) Pn4sy 'unclog Mu) i Nall ihecup plestle cemem 7 ACCEPTANCE No. : 01-0521.02 Frank Zulorsg7t, R RC Pruduct Control CvArnima %VC/S.0W Slngle p3Otly undo, Single paddy cetweer IIIe 7In. g 1 in m mum SLi O paddy isY0 Male only Fascia Weephote 'Eat/gob:tato Crp edge °Dimas ad LS:91 COI32 20 elcIti ** 130 1H101 ** wJ uuy Polvf , m Pt oAucts, lire. ACCEPTANCE lYo.: 01-052L02 1. Renewal of this Acceptance (approval) shall be considered rifler „ renewal application has beef; filed and the original submitted documents, including : cat- supporting data. engineering documents, arc no alder than eight (8) years. Any and all approved procucts shall be pernt :ululate labcicc, +s alt the manufacturer's name, city, state, and the following stcaemen :: 'Miami-Dade County ProcJuct COutroi Approval ". or as specifically stated in the specific conditions of this Acceptance, 3 Retunvals of Acceptance. will not be considered if: a, there has been a change in the South Florida Ouildutg Code affecting the evaluation of this product and the product is not in compliance w.th 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 wide all :he requirements of this acceptance, including tits correct installation of :he product. d. The engineer who originally prepared, signed and scaled the rcciiiircd documentation initially submitted, is no longer practicing the engineering profession 4. Any revision or change :n the ma :trials, use, anWor nt.inufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval itas been requested (through the filing of a revision application with appropriate fee) and granted by this $. 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 or y,v product. for sales, advertising er any Other purposes ti The Nonce of Acceptance number preceded by the svords Miarni-Dade. County Florida, and 1 by the exp. ration date ma). be displayed in advertising Incraturc. If any portion of the Notice of Acceptance; is displayed, tften it shall be: done in its cntireiv 7 A copy of this Acceptance as well is approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors :ma spa ll be availal,le for inspection at the job site at all tints, The engineer nerd not reseal the copies, a. Failure to comply With any section of t,iis Acceptance shall be cause for termination and removal of Accc:ptance. 9. This Notice of Acceptance consists of pages i through S. 80'd 1 01 P C 89r69SOC END Or THIS ACCEi'TANCI; +'a,ik %uloaga, RAC i'roduct Control Examiner OJQUa3 dd lS:9I 0002 20 adI • BUILDING ❑ ELECTRICAL ❑ PERMIT N? 11556 PLUMBING ❑ ROOFING [ier Work to be performed under this Permit Owner of 1 Building "�' �` // �'4'VF Architect Contractor or Builder Legal Description. Address of Building Lot 2 A E CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA B1. Subdi- vision Value of Project f DATE - AT " r 195 Contractor's License No „,7-, XI I 0 0) e,ziso-it.405;44701‘ grciolde I I Amt. 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. } die.10&. Signed• /�4 'Z • BY IVO INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all rdinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Date 3 Z? q , Job Address I/O 2 AZ' f5 Std r Tax Folio Legal Description �Se<'. a Z j0- .97 44'5 / / "/4 Historically Designated: Yes Owner/Lessee / Tenant il.J R , 13 £ U ( Owner's Address 40 2 AZ f5 /-1 • ,Siy'D,LEs , a 3 3 l 38 Phone 151 1303 Contracting Co. ,1,�(4-(, eon h ,u7 ( Q►alifierI eti aat01 TniC PERMIT APPLICATION FOR MIAMI SHORES VILLAGE State # .C.05') 110 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN t PAVING FENCE SIGN WORK DESCRIPTION PE. P' QgC 67177 1... PCP S'Et nOkJ 6 G IZOOI' Square Ft. go() WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is,hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. oTAR PUBLIC My Commiss FEES: PERMIT APPROVED: Zoning Mechanical sident Not., as to Owner an•..r Condo President Date s: MYRTLE DARLING My Comm Exp. 5/07/99 Bonded By Service Ins No. CC460547 [ 1 Pcnrrnelly Known [ 106r L D. 6o. RADON Building Date '76 Address SS# ' Phone 75 y 9g'12 Estimated Cost (value) 14 , 32/90 _ x ..,4) P. D. Signature of Contractor or Owner- Builder ; r .t') Notary as to Contractor or Owner- Builder My Commission Expires: bLi4 b ( -Z.9 v eRp c4/9/ FL. C.C.F. 0 Z. NOTARY •5acd • by/ 4/2c Master Permit # No ,.X 895v L j 4-re #1-101% ri.sgozes Electrical CAROLE ANN SMITH 4 , ., MY COMMISSION # (( 327051 in % EXPIRES: October 31,1997 `oPC Bondedl D IWInderwrfers V Date 3Jc /leg, Date 6 -2, Plumbing Engineering + N T�E OF COMMENCEMENT PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF DADE: 96R 127336 1996 MAR 26 13.'21 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: ---4 i4 sUF9 = / j /� r /..94-", 5 ,ems=s J •R /6° - 97 Zo .s //>/02 • 2. Description of improvement: 8cx F L f}'(' ik e R elo r 3. Owner(s) name and address: _ LiI-mI 511-DP.r✓ , ? 3138 Interest in property: A/ A Name and address of fee simple titleholder: 4. Contractor's name and address: 1DA LC') Q iJC tit 1 rim ► S 1+v 33 I 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: IUA}- Amount of bond$ S. Lender's name and address: A/ R '. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided Iy Section 713.13(1)(a)7., Florida Statutes, Jame and address: AM . In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in section 713.13(1)(b), Florida Statutes. lame and address: N A Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a fferent date is specified) OTh' PUBLIC Owner ir / r in Owners Na / I / ' torn to and subs •ed before me this tary Public it Notary's Name Commission Expires: ti4 � . X -U 13 5E0 rJ LIo'L K,6 qs SI 2 r day of AR''l , 1996 . My Comm Exp. 5/07/99 Bonded By Service Is t 1 Personify Kamm 11 OMr l S. +-JG `1 SO k Ave _ +u0' . Prepared by: DAL E eF6- ll�� Address: 8. /SD i U 1 ,4,E 7 j S I/ 1& S /9— 33 r3 a,: 00 RUBEROID® Specifications N- 1 -1 -TG, N- 1 -1 -TS, and N -1 -1 -TSC CORPORAl10N General Recommendations presented on pages 17 - -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS" #75 Base Sheet or S FRAIAVENP (Vent Ply) for Nailable Decks (for wet lightweight insulating concrete decks, see page 9) lapping each sheet 2 inches at the edges and not less than 6 inches at the end laps. Nail along the 2 inch side lap of the base ply at intervals not to exceed !) inches and stagger -nail down the center, 01 the sheet in Iwo rows with nails spaced at 18 inch intervals in each row. Nails should have integral metal heads at least I inch square or round. 2. Starting at the low point of the roof, set the roll of torch - applied RUBEROID membrane in the course to be followed and unroll hall the roll where practical. Position the membrane to provide a 3 inch side lap and a 6 inch end lap. Using the propane torch, apply the flame to the sur lace of 11ie coiled per lion of the roll until the surface reaches the proper application temperature (approximately 350' F). the side lap and end lap areas of the previously applied sheet must also be heated to provide proper adhesion. The plastic film must be melted off the selvage edge of granule - surfaced products. Move the flame from side to side and up the side and end lap areas of the previous sheet. Slowly unroll the membrane while pressing onto the underlying surface. As the surface of the roll is healed, it will develop a sheen, and the texture - backed product will lose its sharp definition. Avoid generating heavy smoke because it indicates that the sin lace is overheating. When this half of the roll is secure, reroll the other half of the roll and torch in place in the same manner. A minimum of inch flow out al modified bitumen compound is required at all seams. Field seams should not he troweled. At the 6 inch minimum end laps, sufficient must be applied to the granule - surfaced RUBEROID membrane to cause the granules to sink into the top surface coating to assure a receptive sur face for bonding to the overlap- ping next roll of RUBEROID membrane. 3. For smooth surfaced installations where a coating is desired, between 1 -4 weeks after tier installation of the RUBEROID sheets apply WEATHER COAT' Emulsion at a rate of approximately 2 -3 gallons per 100 square feet; Fibered Aluminum Roof Coating at a rate of approximately 1 '/7-2 gallons per 100 square feet; or other GAF Materials Corporation approved coating; see "UL Systems' Ratings Chart," page 6. The RUBEROID membrane surface must be clean, dry and free of all loose dust and dirt at the time of coating. RUBEROID UL Classifications UL Class • Surfacing ' Substrate Slope Specification , A K97 . NC , ' /z" N -1 -1 -TSC.' C • None • NC '/2" N- 1 -1 -TS and N- 1 -1 -TG For more extensive UL classifications, see page 6. UL Chart Key 1. Surfacing K97 = Karnak #97 Fibrated Aluminium Asphalt Roof Coating 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 16 /3: inch thickness), oriented strand board (min. '1 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. 4. Insulation A = GAFTEMP Isotherm R and Per lite,1 " minimum insulation thickness B = GAFTEMP Perlite, any thickness. C = GAFFEMP Isotherm R and Polite, any thickness 3 2 "Mln. Side Lap Substrate —'/7 inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. Slope —Up to 1 inch per fool for lightweight insulating concrete. (See "Lightweight Insulating Concrete Decks," page 10.) Up to 3 inches per fool for other decks. Materials GAFGLAS #75 Base Sheet RUBEROID TORCH, (Smooth or Granule Surfaced) Surfacing (if desired) . Approximate Weight Per Square Total 115 -130 Ibs. Specification N- 1 -1 -TS N -1 -1 -TSC N- 1 -1 -TG GAFGLAS 175 RUBER011) TORCH Ma:• Base Sheet Reliable • Deck Guarantees Available RUBEROID Liberty RUBEROID 10 • 10 12,10 12,10 12,10 12,10 Job Address ; j /DZ Contractors "c- Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address:402 /LE Contractor L»LE7 /e j /' Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitation Reviewed Details ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Y N Job Address: 412 Contractor] Ma, Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Codc. ( See ASCE 7 -88 Fact Sheet Attached ) ab 30 Built -Up Applications and Modified Bitumen Systems Page -9 Process No. BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Address: 02. J1E q 9( Contractor bQ -1 7 /"(.....Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet ® feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address:4OZ /be r Contractorb AZ , Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may esit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 • Job Address: 402- AZ 9651 Contractor Dicii.6 exe / Process No. GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 123.01 -166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS the01t3(zAIvF C-) AF (A`% (t P. gam: ©� yea . ©c0 Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: 402 i R5 ST Contractor 7JA-tij e e /Ale-- Process No. ( Check . one of the following ) Recover Proposed Fastener: (Attach withdrawal resistance test report. ) THE SYSTEM: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Re-roof: x New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If 'yes', attach ASTM E907 test report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: /0/4 7S 4 iSASe s ee ra Ply) Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N • Job Address: 1102 15 Contractor b ) t A 4, Process No. Top Ply: (Type and method oJ attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oJ attachment ) C ri1c“Vtr;Qe ;IV(net) - Toaci4 PipPi;eO K (& iv Avt 1 q 7 Built-Up Applications and Modified Bitumen Systems Page-3 Job Address: sQ &. T g6S7 Contractor bAt.01 £' A4- Process No. inches T inches T inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) r Surfacing: ( briefly ca 77777777777777'" : Bonding Material: Ply Sheet(s): Bonding Material: Fastener: i Ri N S N (ifbasesheet mech anac ed 4 75 fk3q e sklQ 1 Base Sheet: Bonding Material: (if base sheet bonded) Fastener: ((top insulation layer mech. attached) Top Insulation Layer: (if applicable ) Bonding o p s nsso l a� Material. layer bonded) Fastener: (if insulation mech. attached) Insulation: / Vapor Retarder. C l davvncabre) Primer. (ifapphcablk) wift - NM N/0 N�tI� Bonding Material: (tfinsulation bonded) DECK: Type: Gage or Thickness: Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 Job Address:402 't6 95 f(r Contractor. i Az, Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Ve" Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: yv 2 /LE - 41SI ' ContractortW 7 e /w[_ Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel StWDrip„Edge Gage: 'USX% S I l Spacing: o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 d MSTRO DADE METROPOLITAN DADE COUNTY, FLORIDA MEMO-DADE FLAGLEFI BUILDING [WILDING CODE COMPLIANCE DEPAfTMENT SUITE 1603 METRO-DADE FLAQLER DUILDINO 140 WEST FIADLER STREET MIAMI, FLORIDA 33130-1503 (905) 375.2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375.2000 GAF Materials Corporation 136I Alps Road Wayne, NJ 07470 Your application for Product Approval of CAF Materials Corporation Modified Bitumen Roof Systems 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 Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.00 EXPIRES: NOV 1 n 1997 - PLEASE NOTE - 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 Department and approved by the Building Code Committee to be used in Dade Coin lorida under the conditions set forth above. APPROVED: t AI 0 4 1995 aul Rodriguez Product Control Division Supervisor arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Product Control No.: 95- 0330.06 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GAF Materials Corporation Product Control No.: 95 0330.06 1361 Alps Road MAY 0 4 '" Wayne, NJ 07470 Approval Date: �9 15 Expiration Date: NOV 1 0 i q 91 Category; Membrane Roofing System Sub - Category: Built -up Roofing Type', Modified Bitumen Sub -Type; SBS, APP System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces_ a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. 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 Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 1.1. OT4A I .AM J.1. I V7AO.AM J.I. l V8A4.AIv1 J.I.IRIA6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I.0Y9Q5.AM J.I. 3X3A2.AM CAF -53 -X -915 R1306 3600.02.95 Test Reports Test Natne/Itel :t Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale 13 Raul Rodriguez Product Control No.: 95- 0330.06 Date 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/2 1 /87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: APP Deck Type 11: Wood, Insulated, New Construction Deck Description: 19 /,," or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base or Top Layer typo Detail No Per Board Density Approved Type(s): ACFoam-1 Minimum: 1.2" x 3' x 4' N/A N/A ACFoam-11 Minimum: 11/4' x 4' x 4' N/A N/A Barrier Board Plus, E'NRG'Y -1 Plus, E'NRG'Y -2 Plus N/A Minimum: l'/z" x 3' x 4' N/A GAFTEMP® Permalite Minimum: 1/2" x 2' x 4' N/A N/A GAFTEMP® Composite, ACFoam Composite Minimum: 11/2" x 4' x 4' N/A N/A Fiberglas Minimum: 15/16" x 4' x 4' N/A GAFTEMP® High Density Fiberboard, GAFTEMP N/A N/A Minimum: '/z" x 4' x 4' N/A Hy -Therm AP, Pyrox, White Line, UltraGard Gold, GAFTEMP® Isotherm R Minimum: 1.3" x 4' x 4' N/A N/A / N/A Raul Rodriguez 14 Product Control No.: 95- 0330.06 N/A N/A N/A N/A N/A Fiberboard, Gypsum Board N/A N/A N/A N/A N/A N/A N/A N/A N/A Maximum Design Pressure: -52 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: I- I -I -MG, 1 -1 -1 -MGFR, 1 -1 -I -MGP, 1 -1 -1- MGPFR, I- 1- 2- 20 /MG, [- 1 -2 -20 /MGFR, I- 1 -2 -20 /MGP, I- 1 -2 -20 /MGPFR, 1 -1 -2- 20/30, [- 2 -1 -MG, 1 -2 -1 -MGP, 1-2- 1-MGPFR, 1-3- 1-MGP, [- 3- 1 -MGPFR 39 Raul Rodriguez Product Control No.: 95- 0330.06 v. Membrane Type: APP Deck Type 1: Deck Description: System Type E: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated 19 / 72 " or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95 0330.06 All General and System Limitations apply. Base Sheet: One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet. Ply 4 and Ply 6® applications require sheathing paper over wood decks before application of anchor sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® Ply 6® in type 111 or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. (Optional) install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. 2. Karnak 97 or GAF Fibered Aluminum at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq (for Torch Smooth applications only).. -60 psf; see System Limitation #3. 'A'; see General Limitation #2. 3:12; see General Limitation #3. N- 1 -1 -TS, N- t- 1 -TSC, N- 1- 1 -TG 40 Raul Rodriguez Product Control No.: 95- 0330.06 Recover System Limitations: I Insulation shall be bonded in a hot mopping of approved asphalt applied at a rate of not Tess than 30 lbs. /sq.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt primer. Primer shall be fully dry before - application of asphalt. Do not prune base sheet if one is present 2. No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a leveling flood coat of asphalt, prior to mopping of the insulation bonding asphalt. No insulation parcel shall be larger than 4' x 4' when bonded to the substrate in approved asphalt. 3. Existing roof surfaces used as a bonding substrate shall be tested for uplift resistance, in compliance with Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, determined in compliance with Chapter 23 of the South Florida Building Code. 4. The moisture content in an existing built -up roof shall be in compliance with Section 3401.10(j) of the South Florida Building Code. 5. Fasteners shall be tested for withdrawal resistance in compliance with Dade County Protocol PA 105 to confirm compliance with the wind Toad requirements set forth in Chapter 26 of the south Florida Building Code. 6. In no case shall the fastener requirments for recover be less than the requirements for the deck type in the new construction approvals. 7. GAF Materials Corporation requires tearoff of the existing roof over lightweight insulating concrete decks, except as determined on a job -to -job basis. Raul Rodriguez,. 167 General Limitations: Product Control No.: 95 0330.06 1. All asphalt shall comply with ASTM D 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximuni slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the South Florida Buil g Cede. 168 Raul Rodriguez 169 Product Control No.: 95 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 Ibs /sq.. 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal . resistance value of 250 lbf as tested in cotnpliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of noti move t4ag 90 W j, Raul Rodriguez' 4 • r. . 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez Product Control No.: 95- 0330.06 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement or trte plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during pregreu of the work. Owner's Name and Address Registered Architect and /or Engineer..... Name and address of licensed contractor Q! dif feat Location and legal description of lot to be built n: Lot Block Subdivision .. - .. .... Street and Number where work is to be done. _ ._.._ - %�' 2 Jet State work to be done and purpose of building (by floors) . -..., . »» _ No...__ ..._ . Street-- sr t t11 tttt•nHt,tttMlt.H tort ezi P... �:_.... ... .. .__..._...... for no .'cw Bw.ding Remodeling ' /. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof / 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 sub •• it all e • ins and spe ficatio for said building. All notices wt h refe enceg the bus ing and its structioil may be sent to.. Disapproved (Signed) STATE OF FLORIDA, t . COUNTY OF DADE. i ss. Bui • tog spect6r Dat 1 PLANNING BOA Chairman » Member \fcmber .. .. _....._......_..._._. Council Approved Date NOTE: A charge of $1.00 will be made for the Planning hoard. A re-inspection fee of $1.00 will be charged materials anti /or workmanship. The undersigned a icant for this build' perm does hereby certify that he understands and accepts his obligations as an employer of labor under they da NVorktnen's Co s 'cnsatiu Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied w , the revisions ther of, and ill require similar compliance from all contractors or sub -co. •'. ctors employed by him in the work to be pc rformcd under this permit; and will post or cause to be posted for inspection on the site of . work s h uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such s tractor , on work • • per under permit, as are licensed by Miami Shores Village. A' / A A � Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Notary Public, State of Florida My Commiuion Expires • 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 thcrein by him stated are true.. Permit No.. &C :1 2? Date eV).- iF Read, Sworn to and Subscribed before me. DATE Member Member Member — .. -..... Disapproved Date making corrections or changes to this application after approval has been obtained fmtn when such re- inspection is made necessary by Improper notice for inspection or faulty Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address , Registered Architect and /or Engineer Name and address of licensed contractor ec' 4 '`L / ,2!" 1 -(. , `` ( / Vii '� Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ' - 2- 1,7 ci State work to be done and purpose of building (by floors) / I r e 7re2tV Ot STATE OF FLORIDA, COUNTY OF DADE. ss. APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE Building Inspe • or BUILDING INSPECTION DEPARTMENT ♦2_/_ 7 Date Date. Building Remodeling Addition Chairman \Icrmbcr Member ...... _ Council Approved Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of 51.00 will be charged materials and /or workmanship. — No. ..4 0 ..: _... Street-1 Member Member Member Disapproved To be constructed of Kind of foundation N` Estimated Total cost of improvements $.,l ✓� Zone cubage required and for no other purpose. Repairs No. of Stories 7 Roof Covering Amount of Permit S plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.... The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. ,, Remarks._ (Signed) 7 // r •' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No /l__ P� Disapproved (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE or changes to this application after approval 1 1 ; 19 27 to me well known, Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty