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453 NE 99 St (13)MIAMI SHORES VILLAGE . BUILDING DEPARTMENT 305- 795 -2204 '' Budding Inspection Request Dat.. 0 Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee - 24 41 0 - 1 60\ MIAMI SHORES VILLAGE 50 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp'n Permit No. ( Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee P a Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ( `k �� 1 7 r # Owner's Address 4s2 ME g +h f City VkA. q‘,C is-6S State L_ Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address P t a City Qualifier a (Continued on opposite side) Total Fee Now Due $ ito• $ Value of Work For this Permit ) 116S 1453 tiv6, g4 -- awake : oo h OX 3 0 Sta te, FL Zip 3e J tS Phone # County Miami -Dade Zip NO * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit No. t5e2oaLt-,96--d, Master Permit No. 305 r 15'7 - gg3 7 33)3 Phone # J ICJ ' / 5 y --©) Zip 331 53 Square Footage Of Work: DO Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition Alteration ['New Vepair/4e2lass. ❑ Demolition Describe Work: ar o-P e x `)-s n c roa ` re 1 t e u�l Ka. h e+./ M,0 �e r 6 , e e c o b o o u� h , , p e e& lam€ Submittal Fee $ .03 Permit Fee $ 36)0 !! �<< CCF S 7/g01 - CO /CC Notary 5 s p( Training/Education Fee $ / t i Technology Fee $ 50 Scanning $ 9v Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 perinit 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 is ued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. • Signature 62A,6—Q r (/✓ if( NOTARY P Sign: Print: Contractor The fore ing istru,ment was acknowledged before me this : 31 4 1 The foregoing instrwnent was ac � wledged before me this day of 200 l' by f f RI E fT CS 4liw a , day of N-e /`r , 2(0 b Owner or Agent who is personally own to me or wllghas produced A ofca and who did take an oath. Signature ARY P Sign Print My Corm ssion Expires: 0 7.---9- — 07 My Commission pireSi;� ; ;,i: ait��; 0 tin hi " r (Certf'l'te of Competency Holder) who is- pnrsdnally known to me or who has produced State Certificate or Registration No. Certificate of Competency No. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 4A40q4,A as identification and who did take an oath. *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Pcu&\ 14 a ki✓ l a l e- R Job Address " 1 3 ! .Ea I g -11h -S ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shing es s Shingles ARE THERE ❑' Prescriptive BUR -RAS 150 GAS VENT STA ? YES❑ NO► ROOF TYPE TYPE - NATURAL ❑ LPGX TO ❑ New Roof 6 ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. I ■ ■ Up■ ■ r •mom ■■/■ ■ ■■■///■rr■N■■■ ■ .UANiilu■ ■limpNm N■■U /■ ■ UUU ■ E7� /'. \�UU■ C ■ ■ C U C m. ■■ ■ ■■p ■ N . ■C■CI3.!��:� ■-��CCmp■ / ■ rump C I l ois r A %■m ■ ■Cm� /C ■C p CmNp ■ ■...bid. ■�I ■ /i , m■ o � . • i,__.r.... . •N /■ e NUm■ ■■ ■ IIN►C.C. C �C�mp�l.� l ►�m.m` C �� C mm. N .UN`U.UUUUUir UC • ■ IC.U. 0 o ■U U C .i� ••• C • C u E . C I. mmummC 1 . CC ■..... :milli C. U U U U U• .m . . .. s... pi i.. CC ■ C ■ CC RCN■ m ECp IUUI ■.■ • .■ ICCC E UMa. C g. b N . . l . •• .■■ ■. N • i ■U. . 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N■ r1■■/■/ ■ ■N■m■/ ■G.:M►1••rIN�'f!iAm.7U\� moll.■■■ 1\ ■ ■■ r..ii.I.N. ■ ■r�■11!.TINU ■■UU. 000■IIUUU N■■ O■ ■■NN /IIII•.mpltlIMMIIIUN /rlU.U■ IUUU /NUN ■.NN / /■ /II■U/.r.U■ /■/■ ■N.•N•►`..Nt1 ■N /.N•p•p ■pN•Illri /U.I.U..m•N►1OlN. /■ IU.000UU/N.U/.U.II/..►.■/RNNN.. ■NU■UUUONNI IN■■UUU ■mN.NN■mI1 ■CC IGUUUIU,.UUp• I..Um000.•U■N ■U /.' ■■'i.U■ ■■ ■U.a..p■■U.0 \. I.■■■■ m. m. NU /NUII ■eaml1U.1.II. /.m..'mi..pm■ IUUUU/UUU.U.U..UU ■• iNUUUU■■.■ a/■■ UNUU■■\•.■■ O■■■ N. NN■■ NU■.•►QInG67'g.IF1lu000U.IIU.•■ INN /.••.NUN.•■••■ .•.■ ■ /■■\SIN.00 ■ ■ ■ ■ ■■NNUC.hiiNINES 'imNL'3a.•••NUp••■ I.••■■■■ N...■ NNNI►..■... NNN/.■ NNrRNN•■..•■/•.■■ •N•NN■.NMMSIIEN•ONNN•mpNp•N /•NU tUUU.■■ N■■■■..■■•U•U■■U..■ NN•/■ N■■ UUUU UUNU■■.■ ■UNNU ■N.U..U... ■..U'1.U.U...IU. Roof Slope: 5 : 12 Deck Type: Ridge Ventilation? N lf Florida Building Code Edition 2002 Hi Velo • Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof Systeml Roof System Manufacturer: Notice of Acceptance Number: Monier 9:2 --IaoS ,.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: u , 6 P2: l OO 16 P3: / D M Maximum Design Pressure (From the NOA Specific System): Foam attachment: Po ) y Foam o dk e5 ( u e Method of tile Sloped Roof System Description Type Underlayment: slb'' Plywood Insulation: Fire Barrier: 30 Fel N /f� Fastener Type & Spacing Adhesive Type ype Cap Sheet: 4 - go s i4c+e inter ezhcr for ro rol Type & Size Drip Edge: Roof Covering: Florida Building Code Edition 2002 Form. Hi h Veloci Hurricane Zone Uniform Permit u• Section E Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values t for M, with the values from M. If the M are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Ls acceptable. letho 1 "Moment Bas d 'le Calculations Per RAS 127" b � bl . 6 A 7� - M g: b 0 NOA Mr p : l �M s Mt t � , NOA Mr AM. , ( P : I o 1 x - = - Mg: - NI, NOA Mr .��. ( p; �b l x _n4q - � - Mg: � H.�_S__ M ethod 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below M, Required Moment Resistance' Descri •lion S mbol Design Pressure Pt or P2 or P3 1 Wan Roof Might --II. 15' 20� 25' . Roof Slops: 34.4 34 33.2 2:u s6.o 32.2 34.4 3:12 33.3 30.4 32.2 4:12 31.6 2 3.4 30 5:12 29.4 26.4 6:12 23.0 27.1 7:12 24.4 25.9 *Must be used in conjunction with a list of moment based tile - systems endorsed by the Browsrd County Board of Rules and Appear For Uplift based tile systems use Method 3. Compared the the alu to with the values for F. I! the F' values are greater than or equal area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127 " NOA F B : 3 P : :1: . _ x w: - _� - W: ___ i cos _ Fa: �_ NOA F' ( t _)_W• x cos 9 : _ a: (P : :1: _ = w: � :cos 9.• = Fa: NOA F Where to Obtain Information to find 30' - 397 37.4 35.11 32.3 30.5 40' 42.2 39.5 37.3 399 32.4 30.0 7 H Job Site e Job Site J► NOA M NOA Mr NOA M. Calculated F NOA Calculated NOA RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE Mean Roof Het t Roof Slope is Multi her Restorin due to Grsri Moment Anachmcnt Resistance uired Moment Resistance R Minimum Attachment Resistance Re ircd U lift Resistance F, A - •. a Tile Wei . t W NOA Tile Dimensions 1• length ww width All - calculations must be submitted to the Buildin _ Official at the time of it [legion. 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. i \AN 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. \'v`- 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. V v `A. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 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. ` K 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. An Agent s S gnature C:\ DOCUDIE- Ikmp\LOCALS- 1 \Ttmp\SECTION 13I1.doe 04 Ja Date Contractor's Signature MIAMIDAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 M IAM1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA isbeing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade D County Product C other nt of Divi whe e all c cep te d by the Board of Rules and Appeals (BORA) to be used in Miami the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The d County) P rodu e the Control to Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad 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 ANJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity llurricane Zone of thc Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's namc or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA wilt - acct:: after the expiration date or if there has been a revision or change in thc • materials, use, and/or manufacture of the product or process. Misuse of NO terminate this endorsernent Failure o of 2.ny " y product, for sales, advertising or any other purposes shall automatically .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, a followed by the then expiration date may be displayed in advertising literature. If any portion of the NO displayed, be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of thc Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1of7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, 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 does 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 Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC Villa & Roll Monier Lifeitilc LLC Capri Tile Trim Pieces Test Avency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inca The Center for Applied Engi s 'ng, Inc. °��r co t . F. -#* 1 =16'/" w= 13" '/" thick L =17" W= 12 3 /g 1/2 thick 1= varies w = varies varying thiclmess 2.1 SUBMITTED EVIDENCE: Test Identifier 7161 -03 Appendix Ill 7161 -03 Appendix II PO402 94 -060B 94 -084 PA 112 PA 112 PA 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Re ort Date Dec. 1991 Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Scpt. 1993 scrcw vs. smooth shank nails March, 1994 Static Uplift Testing PA.101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) NOA No.: 02- 1205.05 :'Expiration Date:: / • Approval. Date:_ O 1 %02/03 Page 2 of.7, May 1994 Test Auencv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Thc Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 - 25- 709 -7 25- 709 - Project No. 307025 Test #MDC -76 25- 7183 - 25- 7183 -2 25- 721 -2 25- 721 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Renort Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)O Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Scrcw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25-7094 Deck, 25 -7496 25 -758 25- 7804b -8 25- 7804 -4 & 5 , 25- 7848 - Aerodynamic Multipliers Two Patty Adhesive Set System July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Scp. 1998 Dec. 1998 March 1999 March - 199 5 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No: 02-120 Expiration Date: 12/16/0 Approval Date: 01 /02/0 Page 3of7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 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 review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the 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. INSTALLATION 4.1 Monier Lifetile Villa, Roll, ance width Capri Concrete Roofing Application Standard RAS l components shall RAS i 19 installed in strict compliance RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (lbf) Length -1 (ft) 9.1 1.33 9.51 1.42 a Width -w (ft) 1.08 1.03 Table 2: Aerodynamic Multipliers - X (ft X (ft) Batten Application Tile Profile i Monier Lifetile Villa. Roll and Capri Tile 0.267 (ft') Direct Deck Application 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 5 ":12" Tile . 3 ":12" 4 ":12" Profile 6 ":12" Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck 5.57 1 6.30 Battens Direct Deck 5.48 6.18 Battens Direct Deck 5.37 6.05 Battens Direct Deck 7 ":12" or greater Battens Direct Deck '5.24 5.90 I 5.09 I 5.73 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 : of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 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' I 43.0 1 67.5 J 50.9 Installation with a 4 tile headlap and fasterners are located a min. of 2'/s from head of tile. Table 5: Attachment Resistance Expressed as a Moment M1 (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product. Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment = M, (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile _ Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Polyfoam PolyProTM' 86.61' Polyfoam PolyProTM 45.5 4 Large paddy placement of 54grams of PolyPro 5 Medium Daddy placement of 24grams of PolyProTM. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar Set Systems Tile Profile Monier Lifetile Villa. Roll, and Capri Tile Tile Application Mortar Set' Attachment Resistance 20.60 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 VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF END OF THIS ACCEPTANCE .. 12 -3/8" AA I ABM MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE ('olyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane 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 produdt 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 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, 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 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (303) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana. R.A. Director Miami - Dade County Building Code Compliance Office 11 s04500011pc20001kemplaceA4wcice acceptance cover pago.doc Internet mail address: postmaster ®buildingcodconline.com • Homepage: http : / /www.buildingcodeon)ine.com • ,Polvfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 ROOFING ASSEMBLY APPROVAL Catenry: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AI-1160 as manufactured by Polyfoam 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 Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 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 Manufactured by Applicant Polypro® AH160 Foampro® RTf 1000 N/A Dimensions N/A ProPack ®30 & 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AI-1160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Specifications PA 101 Results 1.6 lbs. /f.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: , tune 14.2001 Expiration Date: May 10, 2006 Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment +0.07% Volume Change @ -40 F.. 2 weeks +6.0% Volume Chan c �r 1-lumidity.2 weeks Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No. : ,01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A1-1160 shall solely be used with flat, low, & high tile profiles. 3.3 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 1 60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F ( _ w 2 MS 3 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® AH 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® AH 160 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 120, and Polyfoam Products, Inc. Polypro® AH 160 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 approvg 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® AH I60 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. • 4.7 Polypro® AH 160 shall not be exposed permanently to sunli Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy. Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A . High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A . Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific. placement noted herein. 5. LABELING All Polypro® AH160 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. 4 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ACCEPTANCE No. : 01-0521.02 5 pdonal 's lot II glace asungh adds** la earn 17 1o23 O ha MAWS IMCMS la nand olds th. pie Ss $11 P lich inksions Ilia Oa* fink Mad 2) Tun coon oal& dam. Plan *Aetna 112 la To 1 In frce cabin aliga ol maw els Own WWI the \ • IDP Palo cam coon et Abut to mond MU of pan Su. Won am and of pan ana cam Yin an e Worn Ern doom VimPhall N dusk al ono Una - - Frank Zuloaga, RRC Product Control Examiner ddettirq Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement ea• •c 3m. 131n. Single paddy on under. layment Slagle paddy on top of tile Slagle Paddy under tile Paddy (between tile) Paddy (under tile) Eave course la X 7 in. medium sin paddy ern Fascia course only Nall through plastic cement t ellna 31n. Single paddy on underlayment Single paddy on top of the Eave Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Single paddy under tile Underinment Single paddy between tile 2 in. z 7 in. medium alas paddy lave course only I t -441n. a 3 In. Single 4 In. -‚on under. layment Single paddy on top of tile Ease Fascia Weephola Eave closure Drip Idge Sia9 between tile Eave Closure 2 In. x 7 In. medium size paddy we course only Fascia Frank Zuloaga, RRC Product Control Examiner Polvfoanr Products, Inc. ACCEPTANCE No.: 01- 0521.02 1. 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, are no oldcr than cight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dadc 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 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 salcs, 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 rcscal 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 8 ,v Frank Zuloaga, RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/17/2004 Applicant: BERNARD Owner: FILS -AIME JOB ADDRESS: 453 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060170410 NE 99 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -202 FILS -AIME BERNARD ST Contractor's Address: P.O. BOX 531051 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 E45FT LOT 17 & W4OFT LOT 18 BLK 89 LOT Fees: FEE2004 -1579 FEE2004 -1580 FEE2004 -1581 FEE2004 -1582 FEE2004 -1583 FEE2004 -1584 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $7.20 $5.00 $2.40 $7.50 $9.00 $331.10 Total Fees: $3A1.10 0 Total Receipts 0 .00 cvs t t Permit Status: APPROVED Permit Expiration: 8/11/2004 Construction Value: $11,650.00 Work: RE -ROOF REPLACE MONIER COLOR THRU ALL TILES THE SAME In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 NOTICE OF CMMENCEMEV 62 �J A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TiME OF FIRST INSPECTION PERM NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the foliowing information is provided In this Notice of Commencement i AP 2. Description of improvement 3. Owner(s) name and gdp1 � � e S f MralAA ► n Interest In property. n . A e Name and address of fee simple titleholder. 2 c2 '3 3 • • • It HEREBY 8..in addition to himself, Owners designates the followingliVeofi in Section 713.13(1)(b), Florida Statutes. Name and address: FRT! that t is a u ' O oh e s a CO � Ol Y, > Id an ft, raf Seat. C ARK, o Crrc py of the a of By 9. Expiration date of this Notice of Commencement: (the exp.' ion date is 1 = ar from the date of recording unless a different date Is specified) ele i WITNESS my h HARVEY R Vlf :ounfy Caiiita e akdescrip�ion of property and str dress: 3 q i C\ 4 3 i� 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 8. Lender's name and address: C Val T FL 3 Notary Public Print Notary's Name My commission expl s: 12101.12 Mot 4 lo O2 3 5,3 IV 20 4 111111111111111111111111111111111111111111111 CFN 211048010 71 OR Bk ?2145 P9 4337; (1P9) RECORDED 02/17/2004 12:49:12 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: +.. am �; ro aed or'sNotic�e as r \7„rir •„ iia' 1 .K r2wI kec Prepared by Address: J J 531 ti� l A1v1 l, t i 3 I 7, Signature of Owner _ 0 Print Owrter's Name k R i E ) L C ' A U mE Sworn to and subscri • ] before me PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date q'-‘-0 t J- � ,4 Job Address f..' 7 Tax Folio Legal Description � -/InOF Historically Designated: Yes No L/7 q(, Owner/Lessee / Tenant ,e, R F/; - 4 /,c- Owner's Address 9 gi . s-T � ,4 f h, fl r Phone Contracting Co. S ( / /4 D J- /`a0 F //i-g Address - 0 - Qualifier r/G l� 77A- A o e . J - S 7 O State # / r2 (26L /q ?Municipal # 44/ 524' 6 Competency #FFl��S00 .28; Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. f0 r /,e_ C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AINDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo Presidenf Date io a Notary as to Owner and/or Co ent ate My Conunissio P NCY R. O N 72 1 67s ��pr}U ti MY NANCY 1 #30 72 b r EXPIRES 0 , 20029 0n (, - Fla. Notary service 6° / RADON FEES: PERMIT APPROVED: Zoning Mechanical Building Plumbing Estimated Cost (value) - 4 /67 ( x ture of Contractor or Owner- BuaMer / G Notary to C My C • sai ' on Ex C.C.F. /. 2 t9 NOTARY —d Electrical Master Permit # -Bum LA CY R WE L'? �, 7 2,n7c MY CO ISSION # CC ri1 2002 EXPIRES: AP gondn0 ;o. 8 34 Fle Notary ServVice & , 1 BOND , UV TOTAL DUE / s Date Structural Engineer Ft. A Ft. V A Deck type: a■oo Fastener Type: / /C S 4264 ZAPS- r( ATTACHMENT SPACING Field: / Perimeter: Corner: // DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 1 ' /'/2 je00. /Ne Job Address: 1{5.2 1/ b.. - 79 sT ,4,j. ffjo�,Ff ROOF CATEGORY ,(Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) El (Other) ROOF TYPE ❑ New Roof ARe- roofing ❑ Recovering ❑ Repair El Maintenance Flat Roof Area (ft ;.S,.SQ Sloped Roof Area (ft) i/ /4 Total (ft r Master Permit No. Exposure category (per SCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): Q J OOF HEIGHT AND SYSTEM DETAILS p O \i" (Draw details as needed) �) \ s. C _t, � C0 4 ()\''''' ROOF PLAN r r r r 1 , I ' I , / 1 i I Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. MEAN HEIGHT Deck type: Ridge Ventilation? Underlayment: Insulation: u ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & sparing: Cap Sheet: Roo Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: x X (Aerodynamic Multiplier): ) - M = M t • PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X ? (Aerodynamic Multiplier): ) - M = M PCA: Page -2 APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 1/ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roots 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�' 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. /X., 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. el-"-; 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. 5104 APPENDIX "F" Owner's/Agent's Signature Date Signature ontractor's Signature SMIAMl PRODUCT CONTROL NOTICE OF-ACCEPTANCE G S Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite #900 Irving TX 75015 Your application for Product: pproval of: Modified Bitumen Roof Systems Over Wood Decks The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1213.01 Expires:06 /19/2003 Approved: 05/05/2000 Internet mail address: postmaster ®buildingcodeonline.com •C ' % ir MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) -6339 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this 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, 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Raul Rodriguez Chief Product Control Division 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 Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 27 Miami -Dade County Building .Code Compliance Offic■ Homepage: http : / /www.buildingcodeonline.com GS Roofing Products Co., Inc. d/b /a CertainTeed Product Control No: 99- 1213.01 Applicant: GS Roofing Products Company, Inc. 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Roofing Sub - Category: Modified, APP /SBS Material Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description All Weather/Empire Base 36" x 72'; Roll ASTM D 2626 Asphalt coated, organic base sheet. Sheet weight: 86 lbs. UL Type 15 (2 squares) Flex -I- GlasTM Base Sheet Flex- I- GIasTM FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA, GTA -FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS /GMS Premium Maximum Design Pressures Design Pressure -45.0 psf Maximum Fire Classification See General Limitation #1 ROOFING SYSTEM APPROVAL 36" x 108'; Roll weight: 90 lbs. (3 squares) 39 3 4" x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39 ' /8" x 33'; Roll weight: 90 lbs. (I square) UL Type G2 Modified Bitumen, coated fiberglass base ASTM D 4601, sheet. type II UL Type G2 ASTM D 4601, type II ASTM D 2178 Type IV or VI UL Tyne GI ASTM D 5147 39 ' /8" x 33' 3 "; Roll ASTM D 5147 weight: 105 lbs. (1 square) 39 ' /8" x 24'9 "; Roll ASTM D 5147 weight: 92 lbs. ( square) 39 ' /8" x 34' 2"; Roll ASTM D 5147 weight: 100/105 lbs. (I square) Product Control No.: 99- 1213.01 Approval Date: May 05 2000 Expiration Date: June 19 2003 Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. Granule surfaced, SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. ' CS Roofing Products Co., Inc. d/b /a CertainTeed Product Flintlastic FR/FR -P Premium Flintlastic FR -PG Flintlastic FR Cap GlasBaseTM Base Sheet PoIySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Stormshield 39 3 / 8 " x 34' 2 "; Roll weight: 90 lbs (I square) 39 3 / 8 " x 64' 4"; Roll weight: 90 lbs. (2 squares) Test Product Dimensions Specification ACFoam II various PA 110 E'NRG'Y-2 or PSI -25 various PA. 110 ISORoc various PA 110 E'NRG'Y -2 Plus various PA 110 Multi -Max Hy -Therm AP UltraGard Gold Pyrox ISO 95+ various various various various various Dimensions 39 3 /8" X 34' 2 "; Roll weight: 105 lbs. (1 square) 39 3 /8" x 34' 2"; Roll weight: 105 lbs. (I square) 36" x 108'; Roll weight: 69 lbs. (3 squares) 36" x 36'; Roll weight: 90 lbs. (l square) 36" x 75'; Roll weight 75 lbs. (2.25 squares) PA 110 PA 110 PA 110 PA 110 PA 110 Test Specification ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 4601 UL Type G2 ASTM D 5147 PA 103 ASTM D 1979 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Fran Product Control No: 99- 1213.01 Product Description Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with a dual carrier reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Asphalt coated, fiberglass base sheet. Modified Bitumen, coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam and rockwool composite insulation Polyisocyanurate foam / wood fiberboard composite insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulatio Manufacturer Atlas Energy Products (with current NOA) NRG Barriers, Inc. (with current NOA) NRG Barriers, Inc. (with current NOA) NRG Barriers, Inc. (with current NOA) RMAX (with current NOA) Celotex Corp. (with current NOA) Johns Manville (with current NOA) Apache (with current NOA) Firestone ent NOA) ntrol.Examiner GS Roofing Products Co., Inc. d/b /a CertainTeed Product High Density Fiberboard High Density Wood Fiberboard Fiberglas Paroc Cap Board Perlite Insulation Dens Deck N.T.B. Magnum N.T.B. Spin 2" round Weld Plate N.T.B. Plastic Plate 3" round N.T.B. Plate Lite -Deck Fastener and Plate Rawlite Rawlite 3" Plate Polymer Gyptec Nail -Tite Type 'A' or 'R' Tube -Lok Fasteners Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Chopped fiberglass emulsion Fiberglas Test Product Dimensions Specification Description various PA 100 Wood fiber insulation various PA 110 Wood fiber insulation board various PA 110 Fiber glass roof insulation various PA 110 Rockwool insulation various various 3" round min. 1 -5/8" head min. 1 -5/8" head PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 121 1, 5, 55 gallons ASTM D 3019 Type III ASTM D 312 ASTM D 41 ASTM D 1227 PA 110 Perlite insulation board Gypsum core / fiberglass faced coverboard Glass reinforced nylon fastener for use in gypsum and cementitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with 1" head 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners Fastener and plate for insulation attachment to cementitious wood fiber or gypsum. Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Nylon fastener for insulation attachment to cementitious wood fiber decks. Hammer -in fastener base sheet attachment to new and existing gypsum roof decks. Hammer -in hook nail for base sheet attachment to new and existing gypsum roof decks. Asphalt emulsion Fibered asphaltic general purpose lap and ply cement. Type III of IV hot asphalt bitumen adhesive Asphalt Primer Roof Coating Fiber glass roof ' at' II ■,.....--- ii Fran k - .r. Product Control No: 99- 1213.01 Manufacturer Celotex Corp. (with current NOA) Generic (with current NOA) Johns Manville (with current NOA) Partek, Inc. (with current NOA) generic Georgia Pacific (with current NOA) Olympic, (with current NOA) Olympic (with current NOA) Olympic (with current NOA) Olympic (with current NOA) Olympic (with current NOA) The Rawlplug Company Inc. (with current NOA) The Rawlplug Company Inc. (with current NOA) ITW Buildex (with current NOA) ES Products. (with current NOA) Simplex, Inc. (with nail listing) Gardner (with current NOA) Gardner (with current NOA) generic generic generic eneric RR 'roduct Control Examiner GS Roofing Products Co., Inc. d/b /a CertainTeed Product Flashing Cement Modified Cold Process Cement Modified Plastic Roof Cement Non Fibered Aluminum Coating Static Asphalt Fibered Emulsion al MB aluminum roof coating Karnak 97, 97AF or 169 Prograde Fibered Aluminum # 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 APOC 212 Sunbright 400 MBA Test Dimensions Specification 1, 5, 55 gallons, or 10.5 ounce tubes. ASTM D 4586 or ASTM D 2822 ASTM D 3019 Type III ASTM D4586 Type I ASTM D 2824 ASTM D 1227 PA 121 PA 121 PA 121 ASTM D 3019 (Type 111) and D 3409 PA 121 PA 121 PA 121 Product Description A trowel- grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Adhesive Flashing Cement Roof Coating Roof Coating Aluminum roof coating Roof coating Fibrated aluminum roof coating. Rubberized all- weather flashing cement, trowel grade, modified adhesive. Fibrated aluminum roof coating. Aluminum roof coating. Roof coating ASTM 3019 Asphalt based cold applied Type III adhesive. Product Control No: 99- 1213.01 Manufacturer generic generic generic generic generic Grundy Industries (with current NOA) Karnak (with current NOA) Monsey Products Co. (with current NOA) Tropical Asphalt Products Corporation (with current NOA) Tropical Asphalt Products Corp. (with current NOA) APOC, Subsidiary of Gardner (with current NOA) APOC, Subsidiary of Gardner (with current NOA) APOC, Subsidiary of Gardner (with current NOA) Fran u oaga, RRC Product Control-Examiner • GS Roofing Products Co., Inc. d/b /a CertainTeed Product Control No: 99- 1213.01 EVIDENCE SUBMITTED; Test Agency /Identifier Name Report Date Applied Research Physical Properties 28013 06/02/87 Laboratories Factory Mutual Research Current Insulation FMRC 1994 01/01/95 Corporation Fastening Requirements Factory Mutual Research PA 114 J.I. #3Y8A 1.AM 03/23/96 Corporation (FMRC 4470) Underwriters Laboratories, Fire Classification RI 1656 07/13/87 Inc. Compliance United States Testing ASTM D 5147 97457 -4 06/03/88 Company, Inc. United States Testing ASTM D 5147 97- 457 -2R 12/02/87 Company Frank Zuloaga, RRC Product Control Examiner GS Roofing Products Co., Inc. d/b /a CertainTeed Product Control No: 99- 1213.01 Membrane Type: APP MODIFIED Deck Type 1: Wood, Non - insulated Deck Description: 19 / 72 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Ply Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: One ply of GS Glas Base, GS Flex -1 Glas Base, Flex -I Glas FR Base or GS Poly SMS base mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. (Optional) One ply of GS Glas Base, GS Flex- 1 -Glas Base, Flex -1 -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) Install one of the following: 1. 400 lb. /sq. gravel or 300 IbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 '/ galJsq.. -45 psf, See General Limitation #9 See General Limitation #1 Maximum Slope: See General Limitation #1. 23 Fran uloaga, RRC Product Control Examiner . GS Roofing Products Co., Inc. d /b /a CertainTeed Product Control No: 99- 1213.01 Wood Deck System Limitations: I. Application shall be perpendicular to the slope on slopes of 1:12. All side laps shall be nailed 6" o.c.. All applications with a slope in excess of 1:12 shall be applied parallel with the slope (strapped) with end laps backnailed 6" o.c. 2 Yosemite® Mineral Surfaced Cap Sheet, #30 base sheet shall be used only with Yosemite Mineral Surface Cap Sheet. 3 All Weather/Empire Base Sheet may be used with all top ply membranes. 4 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1 Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Miami -Dade County Testing Application Standards TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Miami -Dade County Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard RAS I l 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 26 Frank Zuloaga, RRC Product Control Examiner a Roofing Products Co., Inc. d /b /a CertainTeed Product Control No: 99- 1213.01 CS Roofing Products Co., Inc. d/b /a CertainTeed P.O. Box 860 Valley Forge 19482 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 documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of 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 times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 27 END OF THIS ACCEPTANCE ACCEPTANCE NO: 99- 1213.01 APPROVED: May 05. 2000 EXPIRES: June 19, 2003 27 -- Fran • uloaga, RRC Product Control Examiner • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Base Sheet: "Flex- I -Glas FR Base", mechanically fastened or fully adhered with hot roofing asphalt. . ply Sheet (Optional): One or more plies of Type G1, G2, "Flex- I -Glas Base" or "Flintlastic FR Base", fully adhered with hot roofing asphalt. Membrane: 'Flintlastic FR Cap ", fully adhered with hot roofing asphalt. 23• D I n sulation3(Optional): Glass fiber or perlite, mopped or mechanically fastened any thickness. Base Sheet One or more layers of "Flex- I -Glas" or "Flex- I -Glas FR Base", adhered with Henry Co. "No. 200" or Geo Industries "No. 902" at 1 -1/2 gal/sq. Pty Sheet (Optional): One or more layers of Gl, G2, "Flex- I- Glas ", 'flex- I -Glas FR Base" or "Poly SMS Base Sheet", mechanically attached or adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq or adhered with hot asphalt. Membrane: "Flintlastic FR Cap" or "Flintlastic FR /PG ", adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gat/sq or hot mopped. 24, Deck: NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet One or more layers of "Flex- I -Glas" or "Poly SMS Base Sheet", "Flex- I -Glas FR Base" or Type G2, mechanically fastened or adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq. Membrane: "Flintlastic FR Cap" or "Flintlastic FR /PG ", adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gat/sq. 25. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite or polyisocyanurate, hot moped or mechanically fastened, any thickness. Base Sheet: One or more layers of "Flex- I -Glas" or Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of GI, G2, "Flex- I- Glas ", "Flex- I -Glas FR Base" or "Poly SMS Base Sheet", mechanically attached or hot mopped. Membrane: "GTA Black Diamond ", "GTA .White Diamond ", heat fused. Surfadng: Henry Co. "Henry 520 Aluminum ", at 1 -1/2 gal /sq. 26. Deck: NC Incline:1 Insulation (Optional): Any thickness, one or more layers UL Classified perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate/ composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insulation Inc. "PAROC" roof insulation. Base Sheet One or more layers Type G1 or G2. Membrane: One or more layers "Flintlastic GTA" or " -STA" (modified bitumen), heat fused. Surfadng: Fields Corp. "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gaVsq. 27. Deleted 28. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet: One or more layers GS Roofing Products "Flex- i -glas" or "Flintlastic FR Base ", fully adhered or spot mopped with "MBA Gotd Adhesive" at 1 -1/2 gal/sq or mechanically fastened. Ply Sheet (Optional): One or more layers Types 61, G2, GS Roofing Products "Flex- i- glas ", "Flintlastic FR Base" or "GS Polybase ", adhered with "MBA Gold Adhesive ". 8 Membrane: GS Roofing Products "Flintlastic FR Cap', adhered with "MBA Gold Adhesive" at 1 -1/2 gal/sq or hot mopped. 29. D eck: C -15/32 Incline: 1/2 Insulation Optional): Isocyanurate, 2 in. min, glass fiber 1 in. min. Base Sheet: Two or more lavers Type G2 "Glasbase ", first layer mechanically fastened. Membrane: One layer "GTA /FR", torch applied. 30. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, 2 in. min, glass fiber 1 in. min. Joint Treatment: Two in. wide aluminum foil tape adhered to the plywood joints. Base Sheet One or more layers Type G2 "Glasbase ", mechanically fastened. 31. Deck: Membrane: One layer "GTA /FR ", torch Incline: 1 -1/2 Insulation (Optional): Polyisocyanurate, glass fiber, wood fiber, perlite, mechanically fastened or hot mopped in place. Base Sheet: One or more layers Type G2 base sheet, mechanically fastened or hot mopped in place. Ply Sheet (Optional): One or more layers Type 61, mechanically fastened or hot mopped in place. Membrane: One layer "GTA /FR ", torch applied. 32. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet One or more layers GS Roofing Products "Flex- i -glas" or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 167 ROOFING SYSTEMS (TGFU) — Continued "Flintlastic FR Base ", adhered with "MBA Gold Adhesive" at 1 -1/2 gal /sq. Ply Sheet (Optional): One or more layers Type G1, G2, GS Roofing Products "Flex- i- glas ", "Flintlastic FR Base" or "GS Polybase ", adhered with "MBA Gold Adhesive ". Membrane: GS Roofing Products "Flintlastic FR Cap ", adhered with 'MBA Gold Adhesive" at 1 -1/2 gal/sq or hot mopped. 33. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber, perlite 3/4 in., thick min, mechanically fastened. Base Sheet One or more plies Type G2, hot mopped or mechanically fastened. Ply Sheet: One or more plies Type 61, hot mopped. Membrane: "Modified Premium Cap Sheet 960 ", hot mopped. 34. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, isocyanurate, mechanically fastened. Ply Sheet (Optional): One or more plies Type G1, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2, hot mopped or mechanically fastened. Membrane: "Modified Premium Cap Sheet 960 ", hot mopped. 35. Deck: NC Incline: 1/2 Insulation: Glass fiber, wood fiber, perlite or polyisocyanurate, any thickness. Base /Ply Sheet: One or more layers of Type G1 or G2, mechanically fastened or hot mopped in place. Membrane: "Flintlastic STA ", "Flintlastic STA Plus ", "GTA ", "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfacing options: A. Tropical Asphalt "120 AF", applied at 1 -1/2 gal /sq. B. Karnak Corp. "No. 97 AF', applied at 1 -1/2 gal/sq. C. Henry Company "No. 520", applied at 1 -1/2 gal/sq. D. Grundy Industries "AIMB AF", applied at 1 -1/2 gal/sq. E. Monsey's "Premium Long Life Aluminum ", applied at 1 -1/2 gal /sq. F. Monsey's "Fibered Asphalt Emulsion ", applied at 3 gal/sq. G. Henry Company "No. 107 Emulsion ", applied at 3 gal/sq. 36. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened,. Base Sheet: One or more layers of Type GS Roofing Products "Flex- i -glas" or "Flintlastic FR Base ", adhered with MBA Gold Adhesive" at 1 -1/2 gat/sq. Ply Sheet (Optional): One or more layers of G1, G2, GS Roofing Products "Flex- i -glas , Flintlastic FR Base" or "GS Polybase ", adhered with "MBA Gold Adhesive" at 1 -1/2 gal /sq. Membrane: GS Roofing Products "Flintlastic FR Cap ", adhered with "MBA Gold Adhesive" at 1 -1/2 gaVsq or hot mopped. Class B - Fully Adhered 1. Deck: NC Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: UttraGard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet One layer Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic STA" (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Fibrated Aluminum ", at 1 -1/2 gal/sq 2. Deck: C -15/32 Incline: 1/4 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers UL Classified perlite or glass fiber. Base Sheet One layer Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic GTA, GTS" (modified bitumen), heat fused or "Flintlastic GMS ", hot mopped. Surfacing: APOC "No. 212 Fibrated Aluminum ", at 1 -1/2 gal/sq. 3. Deck: C -15/32 Incline: 1/4 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination the following: Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: Two layers Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic STA' (modified bitumen), heat fused. Surfacing: Karnak Chemical "No. 97 Fibrated Aluminum ", at 1 -1/2 gal/sq. 4. Deck: NC Incline: 2 Insulation: Glass fiber, perlite, wood fiber, 2 -1/2 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "GMS ", "GMS Premium ", adhered with hot roofing asphalt. BUILDING ELECTRICAL PLUMBING ROOFING PERMIT x9 5299 MIAMI SHORES VILLAGE, FLORIDA Owner of Building Architect Contractor or Builder Legal Description Lot Address of Building x . CONTRACTOR OR BUILDER Work to be performed under this Permit B1 a Value of Project $ e'' ` ' 1 Contractor's License No. Subdi- vision Amount of Permit $ u s This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. r W Signed. 3.-:: , - - to 4 , , • INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compli ce with all ordinances clad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper a thorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY AaaOT "Haag' MIAMI SHORES ILLAGE BUILDING INSPECTION E ARTMENT APPLICATION FOR BUI.DING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date / , 19 G Owner's Name and Address /-{a p/EnLC No 4 A5 -. 3-- Street 47 7 Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 7 4- • � - A State work to be done and purpose of building (by floors) __ r- -- C/✓% A1- 7 -J r ■ Permit No. e � Date 1 /C /� ffdF/ L/ O 0 i 7 9 , T / 4-' 6r F on/ c e-- P i �. S /4 -r1/a2 ET'c, and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering o Amount of Permit $ Estimate Total cost of improvements $ I, O V d dg Zone cubage required flan Cubage Distance to next nearest building 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 -con actors 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 •rk such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to beormed under this permit, as are licensed by Miami Shores Village. Remarks _Size of Building Lot (Signed) Wk-11_31.: STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Disapproved ___ ___ ( Signed) � Building Ins lector 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. Notary Public, State of Florida My Commission Expires MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.... -!. MA - ^ 6? Disapproved (Signed) Street.. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADS.' Notary Public, State of Florida 13 19 Registered Architect and /or Engineer..._.. ��__..n [ �.... Name and address of licensed contractor,/ " `� .‘ .!_ Location and legal description of lot to be built on: Lot Block Subdivisio OA / Street and Number where work is to be done__.r� Y t _. �Q _ 9 /g) Statework to be done nd purpose of building (by floors) < C „1. 0 l � �._. �l / and for no other purpose. Repairs No. of Stories _.. Roof Covering New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $. _S (' QI Amount of Permit AO Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to empy nly sue su contra s, 'n wor to be performed and r this permit, as are licensed by Miami Shores Village. 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 c- l._ Permit No ,r� Date c �,(. - -� -.- mad, Sworn to and Subscribed before me. Building Inspector / My Commission- -Expires PL NNING 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.