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BP-03-1485PERMIT APPLICATION FOR MIAMI SHORES VILL G 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • F Date / 117. Job Address ((0 r r � ;r iall! l I 11VII' IP)) storically Designated: ECEOVED -8W 2003 Yes No Legal Description Church Owner's Address tooa cups+ Phone Contracting R(?-27, Qualifie ,/ 4J t/ 7, State # reeos 0 Square Ft. boo Municipal # Sip • e_ of owner_and/Or Condo President ! Date FEES: PERMIT `Eq V--t 0 RADON APPROVED: Zoning Building C.C.F Address /t m ss# Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: Estimated Cost (value 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 ANY 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of Contractor or Owner Builder Date NOTARY SEP 11200 Electrical Phone a 5'9 • •, 09 °0S--(23 Date BOND TOTAL DUE Mechanical Plumbing Structural Engineer d flpp.Fee 0 $30.Oo 4131 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date "I 11 Time 3 180 T Insp'n �� C' CCP f 14 O P . Permit No. )3 P ZOOS °' 1 i e Name POS VI MycJl" 1 Address oV 2 N L — 1 T Company JOY) 13US '-Qt Phone # "l 1 1A C I For Inspector: Ci ko. 61 Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ G Date s Time TYPetthisP'n-= (' OCIP f Permit No. C5e 2Jo3 Name PT-( 7 .5pq r lr n flL Address (e)0 C K0 4 Company joV) n 15as t . - Phone # ci_ c1C1 For Inspector: „„c_i ifo. 69 Name & Date Approved Correction Ci Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request 31 564-)Z.‘ Ytc6 4.44,64 T MIAMIS4t.4ES VILLAGE BUILDINGI/EPARTIVIENT 305-795-2204 rc0C) _Building Inspection Request 3 Time Date 'Type p'n MnnitNo. Name rTrr,. A9 A h r at "7 4 Address ( 0 c . F Compan s ` , )--A :\ „tt) 1 phon :. t - I () For Inspector. 7 4 Approved Correction Re-Insp'n Fee A / / 0 AV) le trK) Name & Date MIAMI SHO .ES VILLAGE BUILDING bEPARTMENT 305- 795 -2204 Building Inspection Request 1 ") ) /& Date Q 27)/0 Time T O Name / Address b Company Pho5 ° I For Inspector` 0 / Z /1 93 Name & Date Approved ❑ Correction 4t Re- Insp'n Fee ❑ AO (1/ f INra\ 0 3 City of North Miami Community Planning & Development Department Owner's Notification for Roofing Permits issued under the Florida Building Code Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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 zpping code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r ailed 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 ne hboring 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 ca e 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 . viides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and mat 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 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 s • pers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the 'nt rior 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. Contractor's Signature / Florida Building Code Edition 2002 IIIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's Nanae\tig/t /R– / e � -74/4, � + Job Address 2 O-'C: /11E 96 Jr- Roof Category Mechanically Fastened Tile Mortar /Adhesive Set Tile Metal Panel /Shingles __ Wood Shingles/Shakes _ Prescriptive BUR -RAS 150 Roof Type Re- roofing __ Recovering Repair — Maintenance _ Low slope Asphaltic Shingles New Roof Low Slope Roof Area .(SF) Roof System Information Steep Sloped Roof Area (SF) Total (SF) 39 / _ --- _._•___. _ _._..�„�__._._ Section B {Roof Plan) i 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. Florida Building Code Edition 2002 4 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION `{ I Section C (Low Sloped Roof System) Fill in the specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: la NOA No: 02 "044 r Of Design Wind Pressures, From RAS 128 or Calculations: Pmax 1 Pmax 2 3 Pmax 3: 5/ Maximum Desj4n P�r ssure, From the Specific NOA System: , 5 Deck: //A Type: Vv /) Gauge/Thichness: /1 5),6 y.// / J'i/ Slope: g Anchor/Base Sheet & No. of Ply(s). s Sh tF , aptener/Bonding Material: ' /024)M, t /o 45,9,4iL Insulation Base Layer. , Base insulation Size and Thickness/% Base Insulation Fastener /Bonding Material: N/l Top Insulation Layer: WA Top Insulation Size and Thickness//Q Top Ip Nation Fastener/Bonding Material: our Base Sheet(s) & No. of Ply( L Jf Base Sheet Fastener /Bonding Material: ZP Ply Sheet(s) & No. of Pty(s A4F lief `Z Pi/Hs — ,1 SSheet Fastener T . ateriat• c9ie Top Ply0 419 Top pp y Fastener /Bondi g Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: "o/c @ laps & rows a p "o /c Perimeter./ "o/c ® laps & rows t r " Corner: "o/c tcif, laps & rows (u "Mc Number of Fasteners Per Insulation Board Field Perimeter II Corner Illustrate Components Noted and Details As Applicable: Woodblocking, Gutter, Edge Terminations, Stripping, , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - flashing„ Coping, Etc. Indicate: Mcan Roof Height, Parapet Height, Height of Base Flashing, Component Material, , Material Thickness, Fastener Type, FastenerSpacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16 Paget WeIllleight;11. bltanRocfileigt Roof Slope :12 Florida Building Code Edition 2002 MGR VELOCITY IIU,IRRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: P2: P3 aximu 1)esi a Wind Pressure rom th NOA ' ethic System): M tho o , tile a ; ent: eel( Type: Mean Roof Height: Underlayment Type: insulation: Steep Sloped Roof System Description Fastener Type & Spacing: AdhesiveType: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: Florida Building Code Edition 2002 MGR VELOCITY RU R1CANt; ZONE UNIFORM ROOFING PERMIT APPLICATION ECTION E (Tile Calculations) For moment based tile systems, chose e ther Method for 2. Compare the values for M with the values from M If the M values are greater than or equal o the M values, for each area of the roof, then the file attachment method is acceptable. Method 1 "M ment Based Tile Calculations Per RAS 127" P x FE: x Required Mome Description Design Pressure Mean hoof Height Roof Slope Mean Roof Hei Roof Slope 2:12 3:12 e Cale able Be MomentR For uplift based tile systems u greater than or equal to the F Method "Sim lified T of Resistant - (M From 9 NI equir -Mg: g: x cos 0: x cos 0: cos 0: b Site rl latioti Per Table Below" w: istance _ M4 4:12 �imaai 1 .32:2 _-_I 6:12 1126.4 280 7:12 104.4 25.9 30. I Aerodynamic Multiplier X N f A Restoring Moment due to Gravity — MK NOA Attachment Resistance Mr NOA Required Moment Resistance M r Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance r, Calculated Average Tile W 'ght W NOA — Tile Dimensions 1= length OA w = width All calculations must be submitted to the Building Of rciai at the time of permit application. 25' 30' 39.7 37.4 35.1 31.6 32.8 29.4 30.5 27.1 282 Method 3 "Uplift Bas ' Tile Calculations Per RAS 127" (Pi: x l: = x w: ) — w: (P3: xl: = xw: ) — w: (P3: x 1: = xw: ) — w: = F = Fr2 =F'r3 NOA Mr: NOA M NOA Me _ NOA M 40' 42.2 39.8 37.3 34.9 32.4 30.0 *This table must be used in njunction with list f moment based tile systems endorsed by the Broward County Board of Rules and Appeals. Method 3. Con a the values for F' with the values for F,. If the F' values are alues, for each ar f the roof, then the Ole attachment method is acceptable. NOA F': NOA F': NOA F': Where to Obt in Information Symbol Where to Find PI or P2 or P3 127 Table 1 or by an engineering analysis prepared by a P.E. on ASCE 7 11 ob Site +310579 ABC SLY • BUILDING CODE COMPLIANCE MICE (BCCO) PRODUCT CONTROL DIt7SMON NOTICE OF ACCEPTANCE OA GAF Marl Corporation 1361 Alps Road Wayne, NJ 07470 705 P01 MAY 19 ' 03 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of ruction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building;.• odc and Product Review Committee to be used in Miami Dade County and other areas wherc allowed by the Authority Having Jurisdiction (A}1. 11:33 s COI/NM ME ammo I40 WEST PI,A , SUITE IME 3'LOit * A 33I30438 (303) 37S- FAX (303) 375 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coity Product Control Division an Miami Dade County) and/or the AHJ (in arcs other than Maud Dade Counter serve the right to have this product or material tested for quality assurance purposes. If this product or matcrW fails to perform in the accepted manner, the manufacturer will the expense of such testing and the AIR! may immediately .revoke, modify, or suspend the use of such product or material within their jurisdiction. BOIIA reserves the right to revoke this acceptance, If it is determined by Miami -Dade County Product Control Division that this product or material tails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conveational Built-Up Roof System for Wood Deck. LABELING: Bach unit shall bear a permanent Zabel with the manufacturer's name or logo. airy, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfbrmance 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 endorMptent 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 cis its distributors and shall be avaikbk for inspection at the job site at the request of the Building Official. This NOA consists ct *ges 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC f' „r +3057518 ABC SUPPLY ROOFING SYSTEM APPROVAL Wawa f orrr: Roofing BUR Wood -75 psf Ei� s 8 - - mot See General TRADE NAMES OF PRODUC'T'S refta GAF Asphalt Concrete Prix it (MatrixTN 307 Primer) GAF Mineral Shield. Granules GAF WeatherCoat® Emulsion (Matrix' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Modem System Pro Aluminum Roof Coating Fibered 30!) GAF letblack All Weather Plastic Cement (MatrixTU Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetbleck Premium Flashing Cement GAFGLAS® 075 GAFGLAS 080 Ultima Base Sheet GAFGLAS Flex PIyh 6 5. 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37” (1 meter) wide 39.37" (1 muter) wide 39.37" (1 meter) wide Limitation 01 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 MANUFACTURED OR LABELED Y APPLICANT: TABLE 1 Test Tian ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Asphalt concrete Omer used to promote adhesion of asphalt in bulls -up rooting. Granules here r f ;;, , _ of exposed asphalt, cold process corneal or,pmulsion. GAF Mineral Shield® ("penules shall be used for flashing applications only. Surface coating for 4mooth surfaced roofs. Fibered aluminum Bating. 1, 5 gallons ASTM D3019 Refined asphalt blent$ed with a mineral ASTM D 3409 stabilizer and flbers;. 8'ermits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement Asphalt flashing Cement Asphak impregnated * coated glass that base sheet. Asphak impregnated Igrd coated, fiberglass btu sheet Type VI asphalt impregnated glass felt with asphalt coating. • OA No: 02.040180 Ex Boa Date: 11114183 A 1 Dam Papa of 31 GAFGLAS Ply 4. GAFOLAS ID Mineral Surfaced Cap Sheet GAFGL 4 Se STRATAVENT Eliminator Perforated GAFGLAS® Flashing GAFC,rL AS® STRATAVENT Eliminator Perforated Nailable ROBEROJD40 SBS Heat- WeIdTM Smooth RUlEROID® SBS Heat :WeIdTM Granule RUBEROID® SBS Heat- WeIdTM 170 FR RUI3EROID® SBS Heat - We1dT t PLUS RUBEROIDO SBS Heat - Weld PLUS FR. RUBEROID4P SBS Heat - WeidT 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule 39.37" (I meter) ASTM D 21 wide 39.37" (1 meter) ASTM D 3909 wide 39.37 (I teeter) ASTM D 4897 wide D 3672 Various 39.37"(I meter) wide 1 meter (39,37") wide I (39.37") wide 1 meter (39.37") wide I meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (I meter) wide 39.37" (l meter) wide 39.37' (1 meter) wide ASTM D 4897 D 3672 ASTM D-6I64 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 706 P03/13 MAY 19 '03 11:35 ?8 Type IV uphalt itnptoSeatod glass fih with asphalt coating. Asphalt coated, glastfiber met cep sheet surfaced with mineral granules. " Fiberglass base sheet end coated on both sides With asphalt. S eked on the bottom side wig mineral auks embedded in asphaltic coating with factory perforations. Asphalt coated glass titter nit flashing sheet available in three shut. Fiberglass base sheet *presumed and coated on both sides vii asphalt. Sarfaead on the bottom side w k snuih:ral granules embedded in asphaltic looting. Non -Woven Polyester uiat'coated with polymer-modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified aspldtit and surfaced with mineral granules. Non -Woven Polyester met coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester ni* coated with fire retardant polymer modid asphalt and surfaced with mineral gr+iawles. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinitrced SBS - modified base sheet SBS modified asphalt bas sheet and inertly sheet reinforce with a glass fiber mat. Non -woven polyester mar sk ated with polymer modified asphalt and surfaced with mineral granules. No: 02 lEzpi : 111/64413 Apps$* Date: 05e2312 Page 3 et21 • a +3057518579 ABC SUPPLY Ruberoid Mop Plus (Camille) RUBEROID MOP Smooch RUBEROID® MOP 170FR RUBEROIDO MOP FR RUBEROJDQD TORCH Smooth RUDEROI ® TORCH Granule RU ERO1D4b TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROIDO 30 RUBEROIDO 30 FR RUBEROID ULTRACLADO SBS RUBEROIDO Dual FR 3937" (1 meter) ASTM D6222 wide ASTM D 5147 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 39.37" (I meter) wide 3937" (I meter) wide 39.37"(1 meter) wide 3937" (1 meter) wide 39.37" (I meter) Wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.3r (1 meter) Wide Teat ASTM D 6164 ASTM D 5147 Non -woven polyester rot coated with polymer modified as** and sufficed with mineral granules. Non -woven polyester Oat coated with : modified asp�llt and smooth ASTM D 6164 Non -Woven polyester spat coated with fee ASTM D S147 retardant polymer modWred asphalt and surfaced with mineral 6t+amdes, ASTM D 6164 Non -Woven polyester soon coated with fire ASTM D 5147 retardant polymer modified asphak and surf with mineral jnules, ASTM D 5147 Heavy duty, polyester r hit'orced, asphalt modified bitumen membrane, smooth surface. • ASTM D 5147 Asphalt impregnated, cowed felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester r forced, asphah ASTM D 5 147 modified bitumen memllilhne, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester re forced, coated ASTM D 5 147 with fire retardant asphalielmodified bitumen membrane, granule surfs *. ASTM D 6163 Non -woven fiberglass m*‘eoated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modificiii asphalt and surfaced with mineral grles. ASTM D 629$ Woven fiberglass mat coa+$d with Polymer ASTM D S147 modified asphalt and surfed with aluminum, copper or stainkiss steel foil. ASTM D 6164 Non -woven polyester and erglaas mat ASTM 1) 5147 coated with file retardant, $1ymer modified asphalt end surfaced with sltineraii granules. t NO* Ne: 02- 040NJ9 Expiratrib Date: 11/04103 Approa,at Date: 0Y23102 Page 4 of 31 • +335751e5?9 ABC SUPPLY Vent Sty (metal and plastic) OAF Aluminum Emulsion GAF Aluminum Roof Pain (Matrix. System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt ktsbEROID MOD Asphalt, Asphalt I. do Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle-Mated Underlayment TopCoat® Surface Seal SB (Matrix 602 S13 Coating) GAF WeathvaC MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoteru (Matrix 531 We tla Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro S85 A < . ive (Ruberoid *MB) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive 100 Ib. cartons, bulk 601b. kegs 39.37" (1 meter) We 39.3r (I meter) wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons S gallons WO' S gall S gallons Test PA 1 r A) ASTM D 1929 ASTM D 635 None ASTM D21I24, Type I ASTM D4601 ASTM D 3909 S 5 m r/ P05/13 MAY 19 ' 03., 11:36 One way t" vent used to relleI, S � � GA v Mineral collo bituminous reflective, alw*um oaken Noof on-fibered samara pigmeat+md, asphalt ASTM D312, Interply mopping and surfacing asphalt TYpes kll,Ill and Iii SEES modified haphalt base shee t coated, fiberglass Asphalt cam, gkes fiber mm cap sheet surfaced with minasal granules. Fiberglass reinforced shingle underlayment Surface coating fix smooth surfaced and mineral surfaced rte. Surface coating for smooth surfaced and mineral surfaced roots. urface coating for it ooth surfaced and mineral surfaced moth urface coating for smith surfaced and inaral surfaced roofs Surface coating for sttoth surfaced and mineral surfaced rvof$ ASTM D30I9 Cold Applied ModifreatSEBS Asphalt Adhesive ASTM 03019 Cold Applied Modifie4SE0S Asphalt Adhesive — Flashing Glade. ASTM 03019 Cold Applied Modified SEBS Asphalt Adhesive. lilA No: 0204011.0 Expirktbm Date 1 110!183 AtlePhvid bate: 0623102 PageSot2l PYROX +3057518579 ABC SUPPLY � . e S_ �.. f ��7:k ) Matrix ♦ ♦ ♦♦ ♦ 202 Select SHS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBS$ OID4D Modified Bitumen Adhesive ArPROVED INSULATIONS: White Line Product Name 5 gallons 5 gallons 5 galkms 5 gallons S gallons 5 gallons 5 gallons GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA ©AMP® Composite A & N (BMCMGAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGET"r Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard. RA BMCA Composite EnergyOuard. RA Tart ASTM D4586 ASTM D4586 ASTM D4586 ASTM D30I9 ASTM D 2824 ASTM D2824, Type l ASTM D 3019 Type III G l3 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Partite recover board Tapered perlite board High density wood fiberboard insulation. Potyisocynurate foam insulation Polyisocynurstetwood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation 706 P06/13 MAY 19 ' 93 11:35 Cold Applied Modified SEES Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Caaaeat Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coshing. • Nonflbered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubrized Adhesive Manufacturer (V Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materiels Corp. BMCA BMC A Apache Products Co. Ache Products Co. IA No: F.zpq4tlon Dates Apgibval Date: Page 6 021 +3057519579 ABC SUPPLY ° ... str$,; • 'wow APPROVED INSULATIONS: Product Name ACFoern I, U & Composite ISO 95+ ISO 95+ Cod Wood Fiber High Density Wood Fiberboard Perl$te ,Insulation Dens Dcck E'NRG'Y -2 & E'NItC1Y -2 PLUS, dhraGard Gold FiberGlass Roof Insulation Structodek Multi -Mau & FA Perot Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name 1. GAFTITE s (Drill -Tee.) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE. (Drill -T y ASAP 3 . GAPTJTE® (Drill- Tead1) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill- Tacit) Metal) 5. Polypropylene Plates (Drill -Ter® Plastic) 6. Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Poly ate foam insulation Polyisocyanuratc foam insulation Polyisocyamtratelperlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water res' Polyisocyanurate foam insulation Glass fiber/Mineral fiber ° on Wood fiber Insulation board PotyIsocyanuret0 roof' Redcwool insulation TABLE 3 Product Description Insulation fasecatcr for steel, wood & concrete decks. Pre-assembled GAFTITE Fasteners and metal and Plastic plates. Base sleet fastening assembly. 706 P07/13 MAY 19 ' 03 11:36 7/4, ' Round galvalume stress 3" and 3 K" plates. Round polypropylene 3" and 3 Y2 stress plates. Insulation fastener for wood, steel and concrete decks (With Comm Atlas Energy Products Firestone Products, Inc. Firestone Building Inc. generic generic generic G-P Gyps Cep. Johns Manville Johns Manville Maconite. RA4ax, Inc. Pertek, Inc. .:Manufacturer Dimensions (Whist Current NOA) GAF Materials Corp GAF Materials Corp. GAF Materials Corp GAF Materials Corp. GAF Materials Corp. Confection Fasteners Inc. NOA Ate: 09 Expiragolo Date: 1 t APPrefoitt Date: NAM '.; Page 7 al 21 x' +305?5185'?9 ABC SLPPLY APPROVED FASTEMERS: Fastener Number Product Name 7. Dckfost He Plate 8. Dekfast lack Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Geariok Plastic Plate 1 2. Olasfast Fastener 13. Olympic Fastener #12 dt #14 14. Olympic Fastener ASAP Olympic I'atypropyleae 16. Olympic G-2 17. Olympic Standard 18. Insul -Ficx Fastener 19. Mud-Fists S Plate 20. [nsul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates 15. v ow V. TABLE 3 Product DarerIption Gaivatnme hex stress plate. Polypropylene locking plate Insulation fastener for woad and steel. Galvalume stress plate. Polypropylene round plate Inadadon fastener assembly with recessed plastic plate Insulation fener Pre -assembled ration fassener and plate Pootypfopylene plastic plate 3.5" round galvalume AZSS steel prate 3 round galvalume AZSO steel plate Insulation fastener for steel and wood decks 3" round galvatume AZSO steel plate 3 " round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZSS steel plate Polyethylene plastic piste Mao (With Cy RO 2 7/8" x ConsinuttioViatenem 3 W' 3" x 3' /" Construction F Inc. JTW Build** C 3" round rt'w Buiidex Corp. 3" square 3.2" ITV/ Bulldog Corp, Johns Manville Olympic Manuiiu rin Group. inc. Olympic Manufact Group, Inc. 3.25" round Olympic Manufacturing 3.5" round Olympic Inc. Ympic Manufacturing 3" round Olympic Manufacturing Group. In SFSIcr 3" round 3" round SFS/Stadler SFS/Stadler The Tru -Fast Corp, 3 " round The Tru -Fast Corp. 3" round The Tru•Fast Corp. �v NOA No; 02- 040*Jeye Espir adoa Date: 11184/03 Apptr+vaI Data: OVUM Page $ of 21 +3057519579 ABC. SUPPLY EVJDPNcm Ste: IselAson Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Facts) Mutual Research Corporation Dynatech Engineering Corporation bynatech Engineering Corporation PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. FL IRT of S. Ft. FMRC 1996 J.1. 288A4.AM 3.1. 389Q1.AM J.I.ODOA$.AM J.I.OD1A1LAM J.I. 0Y9QS.AM J.1. 3X3A2.AM Jx. 0Y9Q5.AM 03600.02.95 -1 04482.02.95 -1 OAF -012 -02-02 OAF- 020. 002-01 02-005 02 -014 alsidnast ASTM D 4977 TAS 114 TAS 114 706 P09'13 MAY 19 '03 11:37 Current Insulation Attachment Requlrumanta Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 -PA 114 , Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties PRIM No 02. 040.09 ElPhltios Data 111044 Arai Dal% 0114364 71 Page 9 of 21 i 01.0196 07.02.97 01.08.98 07.09.99 072994 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 +3057519579 ABC a PPLY 706 P10/13 P iY 19 ' 03 11.37 Deck Type 1: Wood, Non - insulated New Construction or Rcroof Deck Daaripdon: 19 / 33 " or greater plywood or wood plank decks System Type L (1)i Base sheet mechanically fastened. Alt General attar System LImItations shall apply. Base sheet GAFGLAS #80 Uhlman' Base Sheet, STRATAVENT® Eliminates. Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- Weldtm Smooth or RUBEROID SBS Heat -Weld 25 bas sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 44D, GAFGLAS Flex Pays'"' 6, GAFGLAS #75 B $e Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c, in the field. (Maximum Design Pressure -IS psi• See General Limitation 07) GAFGLAS® Ply 44D, GAFGLAS Flex Plym 6, GAFGLAS #75 BMe Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF1T ) 012 or 014 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2 "ride lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. ,(Maxim GAFGLAS Flex PIy'a'" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and•tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 poi See General Limit r a # use ' ' or any o , • ve = eels attached to deck with 11-Tec (GAFTITE) 012 or 014 Screws and 3" Plates, 12" o.c. 1a rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 ptf See General Limitation 07) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tee (GAFT1TE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (IWaximant Design Pressure -60 psf, See General Limitation #7) . GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) 1112 or 014 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field oldie sheet. (Maximum 2 : : n Pressure -7S pstf, See General Llrrtilation 07) One or more plies of GAFGLAS® PLY 44D, GAFGLAS® PLY 681 ply sheet. 080 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered-in a full mopping of approved asphalt applied within the EVT range and at state of 2 20 - 401bsJsq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet Meted in a full mopping of approved asphalt applied within the EVT range and in a rate of 20-40 IbsJsq. NOA 1p 0244011.69 Expiration tae 11/04/113 Approval to: 08123!02 liof2l ti Maximum Design Pressure: , See Fastening Above 4 706 P11/13 MAY 19 '03 11:38 +2057518579 ABC SUPPLY i bb Surfacing: (Requited if no cap sheet is used) Instill one of the following: 1. GAF Special Roofing Bitumen with an application rate of 201bsJsq with an application rate of 1.5 pl./sq.; or GAF WEATHER COATS 4muision (Matrix 305 Fibered Emulsion) with an application ,ate of 3 IplJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pete Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gat tsq. 2. Asphalt flood coat at an application rate of 60 Ibs.sq. * 20314 plus gravel or slag with an application rate of 400 tbs./sq. & 300 lbsJsq, respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top CoatMMMB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rate of 1 -1.5 gal/sq. NOA Na i02- 01AS.09 Enpltatton 11104103 Approval i . e 05123102 19ot21 +3057518579 ABC SUPPLY GENERAL LIMITATIONS: 706 P12'13 MAY 19 '03 11:38 WOOD DECK SYSTEM LIMITATIONS: 1 anchor sheet. is required with' ply 4 and Flex Ply 6 When used as a' lhicali 2. Minim V. [lens Deck or Si Type ' Y � base or deck. YR� X gypsum board is acceptable to be initaltad u dty over she 4 1. Fire classification is not part of this acceptance, refer to a current Directory for fire ratings of this product. '�pYed Roofing Materials 2. Insulation may be installed in multiple layers. The first layer shall be attar Product Control Approval guidelines. All other layers shall be a lt is compliance with Y wed in a i or mec anical ng of attached using the fastening paten of the layer ate rate of 2 0.401bs lsq:, or mah 3. '�1 ! standard panel sits are � �� approved asphalt applied within the EVT range � asphalt, pane! sine shall be 4' x 4e mechanical attachment. When applied in approved nd/or 4. An overlay 1a foam insulations and/ r when recovery insulation panel is required on all mopped. If no recovery board* l• closed shall in be applied using spot fully u over cell mopped mopping with approved ".2 the base sheet Pped 8" ribbons in three rows, one at each sidal ' i 2" diameter 2q" o.c.; or strip a continuous area of ventilation. Encircling of t1t� and one down the center of the sheet allowing placed every 12' in each acceptable! A 6" pl at a minimum Arbon to allow cross venpl break sha fl rate of 12 lbs sq. Note: S application s a ll be of either system shall design pressure of -45 pet mttac6ed systems shell be limited to a ,natclm u 5 • for ins f spacing r n Fasteasininsulation gas a e . s ac o compliance attachment is based on a Minimum Characterises Force 275 field-tested, b , as tested are in IS insulation g A ion Standard TAS 105. f the fastener r vel of hmtent shalt not be ( astener value, nt of anchor acceptable. 6. Fastener spacing for mechanical attachment on a minimum fastener resistance value in conjunction or membrane ch H t is based a specific system:. Should ebe Paste Jun�f with the maximum design value listed within Building Official, a revised fastener resistance be less than that required, as determined by the Engineer, Architect, or Registered R of to signed and sealed by a Flnrd g shall utilize the withdrawal resistance vaha be submitted. '� revised fastener spacing calculations in compliance with Roofing taken from Testing Application Standards TAS 105 and 8 �Rlicaaorr Standard RAS 117. 7. Perimeter and corner arras shelf c areas. Fastener densities shall be i�mc�d g� both insulation CQhanced uplift pressure compliance with Roofing A and requirements of them g pplication S RAS 117. (When t as calculated in referred within this NOA, General Limitation A pia is speci0i+cstty 8. All attachment and sizing of perimeter will not be applicable.) conform with Roofing � metal profile, and/or flashing termi�tion designs 9. �g Appli�iott Fr e designed o pormtrs l i listed stall be applicable to all roof pressure requirements. s (Le. enhan me tering at enhanced tonal zones (i.e. pressure zones l s p s, extended shall be pk for be (Whim this limitation is specifically referred witch this NOA. Giemersl Lim ' not win ■ amble.) END OF THIS ACCEPTANCE NO „ e: 024101.09 Date: 11/04/83 Dates Pap 210021 • 1 4 .1-3057519579 ARC SUPPLY 706 P13'13 MAY 19 ' 03 11:38 13 / 1 3 ROOM) FRAM/ALS AND SY Roofing ISATMlitALII OVPU)—Contioned GAFGLAS Fterame Rage Sheet may be used In eny of tip► followlen ae tas Flex Ply 6" la et tunable elte*aw to 6". Permarate Reran Soar inveletion in any of es NC « i iieu any pedite Class A,R end C Hot met nB eephalt. (Wu* with and f ar Miura "Rubetefd top" �' bey in lieu of Clues A I. Dc C -19/32 Whim 3 One et mon layer pulite. woad yenureet. urethane. peetive/teicyanurate compogia, l . . methane eampais164 wood R6et/igaey lay PI Shall Thine w` more bons Type Cl "GAFGLAS Ply 4" or " Fly 6 ". hot mopped. &Mechem Grew). 2. Dias C43, Ladino 2 Insulation lOpetimselit Otte or morn libee twyarnrtae, / sec y ea mpe fiber. ,urethane compatible weed tber /may p� n y thickness. Sheen hum or more layers Type GI "GAFCI.AS ply 4" or 6. Cap Sheen foyer Type G3 "GAFGLAS Mineral Sinfaced Cap 3 Dade NC Indira 2 One or meat layma peaty, wood Abet P'I' / urethane cootposite. wood fibertlsocyanarrate compote 2 tn. MAX. Ply Sheet Two or more tavva Type Gi "GAFGLAS Fly 4" or "GAF- GLAS Cep S Sheet: One layer Type G3 "GAFGLAS dal Surfaced Cap 4. Dente Indinin I/2 Insulations One er two lavers leathern it", 4 in. mate. let mopped Ply Sheet Any LI. Classified gravel stunted Class Aasphalt glass II Decks C-15132 Slip Sheet lOptermalt Red maize palm milled to deck, Bate Shy One layer of Type c2 "GAPCLAs a7S Ease Sr (may be nailed) My Shea Otw or more Byers of Type GI "GAFGLAS Ply 4•' or GAFGLAS fly 6' Cap Sheaf On layer of Type G-3 TATCLAS Mineral Surfer Cap le tie lime Skeet One layer off G2 "CAFGLAS 47516ae Sheet". Ply Sheet One or more jags of Type GI "GATGLAS My 4" or GAFGLAS My 6'. Cep Meek ■Ow darner cif Type G-3 "GAFGLAS Memel Surfaced Cap Dodo C -19/33 tedium 2 nne. bandation: � or more layers peter ,• mete .4 irt. min beAtet hoot p Tweed s 6 in ` R a s e Sbeeb t e r m o r e la errs 4t ora/ Type GL G2 os tom. 'drake= One or 1 " Tam Ffia�' Ord (smooth or V e Mop Phan" b Map='(srr or ert Wesel ", hot hendation Optima (taro sr neer layers pale. wood • mothene composite. wood tom/ / thicknese �Y beast Show Two or er g fryers of Type G2 es G3. I Otte aer of lype Gtt. - mon S One Ommeth or "Aubetted Mop" (entomb or ) o Thu" (graft 1. •""'•°'Y, *Ste" ( CV f "GAFGLAS � Cap fir, hot mopped. l Deck C-15/32 Endlno 34/2 Inaulatiso (f3ptionelt One or m iayess pedlie, woad false Ora Abet iseepretrate. urethra, modem. composite, wood fi r/ R1ey phenolic, any thickness My Sheet VIAFGLAS ft Two or mote layers of Type Ct "GAFGLAS Pl 4" m Cap Sheet tp 6" G3 "GAFGLAS Mitleral Surfaced Cap Sheet", hot 2. Ueda C -35/32 Inclines 3.1/ Otte or amore layers perms woad Ibex ghee fibet iscerettnatte urethane, perlhe /narrate mommilte. / urea cmnpasite, wood Aber/ isogamete composite. any Rase Sheet Two or more layers of Type GI. GI ce GI. 1 to Od Torch Plus" Torch" lsanboth or Cap Sheet "GATCLAS "R Mop e Map" (smooth or Cap Sheet hot mnpped. grannie/ or 1. Dole 043/32 Witlat�l /2 filhet isocyanunee, urethane. pedise/ era p ride c f glass POW urethane composite. ua' woad Awe bacyat rate t ' putts, any PI Sheet Them or more layers. of Foe GI "GASCLAS Ply 4" or Setrinderg - emcee ROOSTS pitmen' I* lbs/we Fly 6 ". COAL TAR FELT SYSTEMS R "R COAL TAR Cass A • 1. Desk C-13 /32 1t2 Insidatra IOpttonaih One et atone loges prate, wood Abet Bber. isocyamrratc. Fauli�' /ismawasate cwmpoafte, t Thom urethane eam}eg8ite, wend �+er /isocyatngwae phew m more layers of Type GI - GATGLAS Ply 4" or " 6". hot mopped with d tar bitumen Surfed* Cravat COM1;INATION HOT AND COED SYSTEMS Class A 1, Dade NC 1nt*dadam tOpdenalh One or more layeftpetlite, wood Aber 6r glees abee 2 in. atarh. Ply Shane Three or more layers of Type CI "GAPGLAS Fop 6" or "GAFGLAS Ply 6 ". Surf ► Grundy " at MR Aluminum Casten( at 2. 4 Indira 1 koulletion 10plionalk One or enure beam went wood Abet glees Iayan rate. we pert eusoc uuete / cempesite weed ur /rmewanua t e` e"Y Three or ate bayeas of TYF4 gt " ' trly 4" m q 6. Settadav "mum Coat Emulsion" al 3 �i /ra} ilber 3. Dale NC 112 or two terns R 4 ia. h ad My Any 1/L Chaaaified yard vor6rl� ass A ,. ;... ;+ ems set are 4. D 2 / Rem nests Oire ply GI or Q pmellyesetenemee fastarcad or hat lit One el atom pline Type G1 or afiadhanad with hat mans "+GAP pi rrra i . 14/2 Paean Pellieneetureane a NC leRr66d lien LOOK PM Vett Stalutabisetwoor ROOF '4 • ' • NOTICE POSTED COMMENCEMENT n ME AT INSPECTION A RECORDED COPY MIDST BE f TAX FOLIO NO/2 Ol 6. PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property; and in accordance with Chapter 713, Floida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and street/address: L O Le 2. Description of improvement: 3. Owner(s) name and address: /ff Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ©© 5. S (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: A1 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1 (1)(a)7., Florida Statutes, Name and address: S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Signat4 r= •f Owner day of /�10 -- --- 2 . L Public t S of fllarids '' My Caminito EmbesApr15,21108 Cemmlanloa 5 DD 109725 ■ • =1. 9. Expiration date of this Notice of Commencement- K�' 4. .:• different date . 's• =cl, Print Owner's Name Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: • §fAiT d' t ±. i0,1, ems, >It;s? ;,..; Pi CFN 2004 R063028 OR Bk 22517 P9 1471; i1P9) RECORDED 07/27/2004 11 :02 :49 MIAMI- DADEICOUNTYr FLORIDA COURT LAST PAGE