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BP-04-1660BUILDING PERMIT APPLICAT FBC 2001 1 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) AfrA/1 / ® Pi '% 't�* , ' hone # 305 Owner's Address / 444N/ eie - ' z A/45 ,1 City4/NW___ State / Tenant/Lessee Name /t//4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 : (305) 756.8972 Building Department State Certificate or Registration No. flee- 05S' ‘99"g' Miami Shores Village Contractor's Company NameJ / /AJ 1 ee G 2 Ur'. Contractor's Address 31 N6' 9/ t—Fggr City NA4/ /W :c3 State Qualifier - T®f/iv tee % ,9j4 081657A Master Permit No. Zip 35/38 Phone # /P/�/) Job Address (where the work is being done) , Z, /4 9 "i i City Miami Shores Village County ^ ami -Dade Zip Is Building Historically Designated YES NO Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) A✓ Phone # $ Value of Work For this Permit f� 6CX7o Type of Work: //['Addition ['Alteration /'C..� Describe Work: ° EOO/ Submittal Fee $ W Permit Fee $ g �® r Notary $ ` Training/Education Fee $ [lr gel s Total Fee Now Due $ 1 e 4C 1JAN 0 3 PAID (Continued on opposite side) Permit No. 6 Phone # '306 . ' 9497 N/ Square Footage Of Work: Vg0 i ['New Repair/Replace 0 Demolition A7 A C1/f% * l0 S11/352) 7 tee ®,5 ri i ,► ;r . . . * * * * *** * *** * * * * * * it* *Fees * * * * * * * * * * * ft* * * * * * * ** .rt * * * CCF $ 9r Technology Fee $ Scanning $ j' Radon $ Zonig Bond $ '—'— Code Enforcement $ Structural Plan Review. $ CO ,a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement' and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signaturd & La) )z . (i rrneJ _ 171 • Owner or Agent / Signatur Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged b this_ day of 0.eol &K, 200 by �V d Ida • owe r- , day oflfc ember' , 200q, byJh4 R. O'3 who is person-11 e or who has produced ifio is personally known to eior who has produced as identification and who did take an oath. As identification and who did take an oath. Cho 05/13/03 APPLICATION APPROVED BY: ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/28 /2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor JOHN BUSTA Local Phone: 305- 219 -9699 Parcel # 1132060141410 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1660 ST Contractor's Address: 300 NE 91 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2004 -12773 Submittal Fee ($50.00) FEE2004 -13188 Building Fee $250.00 FEE2004 -13189 CCF $2.40 FEE2004 -13190 Technology Fee $6.25 FEE2004 -13191 Training and Education Fee $0.80 FEE2004 -13192 Scanning Fee $15.00 Total Fees: $224.45 Total Fees: $224.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/18/2005 Construction Value: $3,500.00 Work: RE -ROOF FLAT DECK ROOOF ATTACHED TO SLOPED TILE ROOF, ALONG WITH A 'TIE IN" STEP UP 670 SLOPED TILE JAN 0 3 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Nita (AP niiekivoc Type Insp'n Permit No Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date n"\ OS Correction Re- Insp'n Fee Jo 31 Address Company / (Js Phone # Inspection Date A 01 123_01 -48 5/03 PAM Florida Building Code Edition 2002 h V Hurricane Zone Uniform Pefrdt Application Form. Section A (General information), Master Permit No. Process No. Contractor's Name ®�/�.c�, -7-, Job Address 6 ft; 7 ' ® Low Slope D Asphaltic Shingles I7 0 ROOF CATEGORY O Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile O Metal PaneIIShingles 0 Wood Shingles/Shakes Are there ® Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ O New Roof Ili Re- Roofing 0 Recovering 0 Repair 0 Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 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 zone and location of parapets. 10110.0000 01011 0011.■0M■r..110'000000000■1110000 01111rrr■rr11r110r000r00rr01 ■ 0 000Mom CO.i..10 000. ':::: ur .i.::C:::.00ii0.. 010. r..i1000•0r I0 • ...r0r000 E L 0 0 0 00 00 0. 4ii0000.0.0. ..00 i .0.000i0ir00.000.0 ' �. 00000: rz0: ii.. i.... r.000i00 1 EIEEE EEE11:1EEEEE E;EEEE9 !1. ' AMM EEE * EE91EE1EEE EE IEEEE " E1: E EE1E11EE 10001 00 r000r0r0rr00r00000V10 00r0ui.11t100100r000.01100rr0r0■ ■011000.000■ ■0000010 •u..u..010...r.ri 4sr i ar. r... UK:... r. i ...rri.rrr.E.r...i...rrlrrr.r.. d1 "EEB:Em:m od :E: ••••u•u• E ' EEEEE EERu ...EEEEEE..E 00001 ...i0W CW ' :. 00... I. 0 0... 0.0.0.0011101.E0E. 10 0 0 0 0 0111011 0■ 1i001M110031011110 ■1f.u•1f•■ ■• ■Orrrr0rr0r•uuu u•00ur000000■0mrr1 Iran.... iii. E . . ■00 0.....0 . .i.•0•Ei::L • �l • 01.00 . 0. iii ..0.0.0.0...00.r000..011 .:.. .. rri::..E : :: • iri.l. l :.r000000► OCE00. iiEri0 0.i...rr.00000i...•..0r0000.: •0.00.iii.:0.00...E 101• .00..:.011.0 0000 .Ci000." °iri 1001100 •11r0110r0.001110. mmr0110rr0011r . r... 10000000001 ■ 0011 110 monsmo0r0110r 0.0r011rmomm 0.00000 . 000■ 11r11r■ 0 0.0 0 •••11011 r ru■ . 000 • .a0 ' i0.0.00i00. iii .00000.000.0.0.00.0 .00m 1•• 0.i Ir a.u. 0u . .■ :ii. - : C.! .uu.vp•...0 .....r0..11...r.r..00•.11 110rrr1111..r111rrrrr 11 i.... 00000 .0� 000° .00r00r00.0100.00000r00000.uson lrrrr 1111 ■OMMUM0000 110110000 ■11r1100r001011r00000011000r00011 11. :0000.. 00 U• •• •umi .:::0000.0i0.000. 0100 .r..i0i00r0.0.•00 . mui u :8 co rummi EEEEIE :pEEIEm■000 rr10rrrorr11maimEEIEEEEEEEEEEEEEE EEEEEE 1001• .0r0 1100mummom u •0s0r 10M0ra 0 r;;•0 00r011111111rummuse0 0 0 tr. 11r01a�1110rr11 110•■ rr■■ r■■ 1111rr1111 11 01111r000011 . 11r 11rrrr0rr110r011rrr110r .ii mai ' �l 11 sommilii.irr110Err 11.rrrmrrrrr111111�r0E E r11r mum r■ ... . 1101111 011 11001111■ 000111101101111 ■111100 ■ rr110r1111r11rr11r1111r1111 n•11rrr. m o mmin • r 0 .00.0 0 0.00000. 00 ... ..0.0..E E• .u0..0 iii ��i� �i ' i ii iii � � : ; ii 0: 0 r ' :�Ci � ' i ` : C r �. . �.. r .� • . r r... . . r EO� �.r11.... C rrrrrr . r11110rrr 0 rrr 0E ■ 011 110.11. ■ il 000 iii. PL 11 v ri� r iii 0 0 0rirx0. 0ti. i�ra ... ;:0411, . ',\1 64-40 %no A Florida Building Cade Edition 2002 High Velocity Hurricane Zone Unifomn Permit ' , ttcation Farm. insulation Base Layer. Base Insutattmr Size and Base anon Fas ., Top Top Section C (Low Sloped Roof System). Fill in Specific Roof Assembly Components and identify Manufactures (If a component is not u identify as Ng) System Manufacturer: � -._ -- NOA No. :___ Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: DaCk: TYPe— �f e Gaugerrr , j,�/• Stope/ j fiZ AnchorlBase Stet & No. of Ply(s): 40) AncOr Sheet Fastener/Bonding Material: irk Eli' yy� I Top Insulation Layer./M Top Insulation Size and Thickness: IVA T %p Material: 'V f , Base Sheet() & No. of a):69 0,; • al: -f 40 Ply Sheet(s) " No. of Piy(s) :I tZY 1f " W r jrtteMW Fastener Spacing for Anchor!Ba a Sheet Attachment ray At,�7�z� lJ Reis ' oc @Lap. #Rows oc Perimeter. " Come Lap. 8 Rows ' oc Number of Fasteners Per Insulatio Board fall 4 D4 • P ete�,�� er Field IIlus��tr - 6 ponents N �• ----- O66Hs as Applicable: Woodbiodcing, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Ind: Mean Roof Height, Parapet Height. Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that • , .. with RAS 111 and Chapter 16. eorametEblvice l09 ;„w Afiri ,LCyre `j 7. r ti x rr Rows ._,.e @ ° oc Fr. Parapet Helaht Mean Roof Height Wind Pressures, If Applicable (From P2: P3: ure c System): • oof Roof Slope: :12 Minimum Desi Section D (Steep Sloped Roof System) Hoof em Manufacturer: Notice of A ceptance Number: P Maximum Design P (From the NOA Spec; Method of tile attachme Ridge Ventilation? Deck Type: Florida Building Code Edition 2002 High Vet Hurricane Zone Uniform Permit ;,,. Bastion Form. SteeD Sloped ype Underlayment: nsulatlon: Fire amer: Mean Roof He ht stem Description stoner Type & `. acing: dhesive Trpe ype Cap Sh oof Co ring: S 127 or Calculations): T & Size Drip Edg : 123_01 -48 5/03 PAGE 4 123_01 -48 5/03 PAGE 5 For Moment b tile systems, choose either Method 1 or 2. Compared the vela for M the vale from M F. If the Mt values are greater than or equal to the values, for each area o the roof, then the tile attachment method is acceptabl Method 1 oment Based Tile Calculations Per RAS 12 (P z A. -Mg: = Art NO (P2: z A, ® — Mg: = r'4i NO Mr (P z a, _ — Mg: = 14.3 N A 119 Method 2 "Simp , i ed Tile Calculation Per Tab > low" Required Moment of Resistance (111x) m Table Below NOA 1V7 28 30 AEI �i i yr 27.1 282 30.0 *Must be used in conjunction with a List of mo : ent b = = tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based die systems use Meth 1 3. Comp the values for F' with the values for F,. If the F' values are a r than or to the F values, for each area•of the roof, then the the atta ' t method is acce 1 1 l 1e. Method 3 "Uplift used Tile Calculatio Per RAS 127" (P xl: = z w:= ) —W: z cos 0: = r i: NOA (P a1: = x w:= -W: cos 0: = NOA F (P3 : i b _ z w: - _) — W: z cds 0: = F NOA F' Description Restores Moment Minimmn Florida Building Code Edition 2002 Hlgh Velocity Hurticen Zone Uniforms Permit Applit�tlon Form. Section E (Tile Calculations) Dear e Slope Multiplier to Gzavity Resistance Required Reny Rem Uplift Resistance ssAa Tilew 1 n a I K 1 131, M Reg red Moment Resister' Where to Obtain Information Symbol P1 orP2orP3 H e 1L MR ldr M F F w RAS 127 Table 1 or by any ,;, ,,: • r , analysts pmpaadby PE based onAS(E 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA 1= length NOA w= width All c a l . , must be submitted to the BuildingO®dal at the time of Wh re to find 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 roofmg contractor to provide the owner with the required roofmg 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 roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg 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. l 2. Renailing Wood Decks: When replacing roofmg, 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 roofmg work to be performed. t4 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. /4 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. ti 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature /z 1/7 lay Date C\Docaments and SettlogilcLemmasU.ael Settlngffe apITempo.ary Internet PSeslt:ontentIE3{O[OIAPT IISEC17ON 1524IIJ4ac Contractor's Signature NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE /321Z-0/5L/WO AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO6 /" 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 following information is provided in this Notice of Commencement. 2. Description of improvement: /E - Ra //1c, 9. Expiration date of this Notice of Commenceme different date -'s, -cif / f r 1iN Signat if Owner Notary Public Print Notary's Name 1 My commission expires: 123.01 -52 PAGE 4 8/02 11111111110111111111111 c:FN 200480630280 OR Bk 22517 Ps 1471; Ups) RECORDED 07/27/2004 11 :02 :49 HARVEY RUVIN' CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: Lr" �'v J. _� /0-37 Lon /7o,00 1. -W 60,2iir ' %c c ' ig PAZ . 3/ - Z7V2., 3. Owner(s) name and address: /W f/ c76/0 S / 5/S '7 ' 9 i�� ) ��e t 2. NE aread7 'I /An F •33/31274 4 2. 0 Interest in property: Name and address of fee simple titleholder. fr 4. Contractor's name and address: V ef/A/ 7A 4v vt 30a 9 /ar. �i 7 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 44 Amount of bond $ NA 6. Lender's name and address: itiM 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)(a)7., Florida Statutes, Name and address: iti 8. 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: P $ "RT/Fi that this lr € fry F laWNWINif 1 777 • IA r VI re •cri/oae-sp2E3 -8 I N By Gr •, 1< ate is dear _% . 00 ��i ^ , /, M Print Owner's Name Sworn to and subscribed before me this day of Ttc / , 200 / c) 0 4 TOWAI ,eacS74 P LORRAINE KELLER '. Notary Pubic - ate at Florida MyCam Ex c8P T16,20121 • Commission 1f DD 109725 D.C. .3a? A4r9AircrAiier M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Concrete Decks. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 1101 -0712.14 and consists of pages 1 through 41. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0430.13 Expiration Date :- 11L06 /0t Approval Date:10/31/03 Page 1 of 41 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer (Matrixim 307 Primer) GAF Mineral Shield® Granules GAF WeatheiCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixtm System Pro Aluminum Roof Coating Fibered 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrixim System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 60 lb. & LOO lb bags 5 gallons Roofing SBS /APP, Modified Bitumen 1, 5 gallons Concrete -495 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTMD41 5 gallons 5 gallons 100 lb. cartons, bulk 39.37' (1 meter) Wide ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. ASTM D312, Interply mopping and surfacing asphalt TpyesI, II, III and IVi ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 2 of 41 Product GAFGLAS #80 Ultima Base Sheet GAFGLAS F1exP1y 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID® SBS Heat We1dTm Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS Heat We1dTm PLUS RUBEROID® SBS Heat-Weld PLUS FR RUBEROID® SBS Heat We1dim 25 RUBEROID MOP Smooth RUBEROID ULTRACLAD® SBS Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 101 lb. Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D5147 ASTM D6298 ASTM D5147 Product Description Asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coaxed with polymer modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester meat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and smooth surfaced Non -woven polyester mat coated with polymer modified asphalt. Does not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. NOA No: 03 0430.13 Expiration Date: 11106/08 Approval Date:10/31/03 Page 3 of 41 Product RUBEROID MOD Asphalt, Asphalt L & Asphalt P RUBEROID® Modified Base Sheet Ruberoid® Mop Granule Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR TopCoat® Surface Seal SB (Matrix) GAF WeatherCote® MB +(Matrix) TopCoat MB+ MatrixTM WeatherCoterM Matrix Low VOC Dimensions 60 lb. kegs 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4601 Type II, Type G2 BUR ASTM D 6222 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTMD5147 ASTMD6164 ASTM D 5147 ASTM D6164 ASTMD5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Descri ption SEBS modified asphalt Premium glass fiber reinforced SBS - modified base sheet. Non woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen. membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 034430.13 Expiration Date: 11106/08 Approval Date:10/31103 Page 4 of 41 Product Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS 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 Vent Stacks (metal and plastic) GAFfEMP Isotherm RA, RN & Composite GAFTEMP® Composite A & N White Line Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons APPROVED INSULATIONS: (BMCA)GAFfEMP® Fiberboard EnergyGuard Perlite EnergyGuard Recover Board EnergyGuard High Density Fiberboard PYROX Test Specification ASTM D3019 ASTM D3019 Product Description Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non-fibered. aluminum pigmented, asphalt Type I roof coating. PA 100(A) One way valve vent used to relieve built -up ASTM D 1929 pressure within the roof system GAF Vent ASTM D 635 Stacks are available in metal or plastic. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Apache Products Co. Apache Products Co. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 5 of 41 APPROVED INSULATIONS: Product Name ACFoam 1, II & Composite ISO 95+ Wood Fiber High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck ENRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Foamglas Board Multi -Max APPROVED FASTENERS: Fastener Product Number Name 1.. GAFITTE® (Drill Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill-Tec ®) ASAP 3. GAF ITE® (Drill Tec®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill-Tec® Plastic) 6. Dekfast Fasteners #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Expanded glass insulation board. Polyisocyanurate roof insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3" and 3 Vi" 3" and 3 Y Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. generic generic generic generic G P Gypsum Corp. Johns Manville Johns Manville Masonite. Pittsburgh Corning RMax, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 6 of 41 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. Olympic Fastener #12 & #14 10. Fluted Nail (Con -Tite) 11. Olympic Fastener ASAP 12. Olympic Polypropylene 13. Olympic G -2 14. Olympic Standard 15. Rawl Drive 16. Rawl Plate EVIDENCE SUBMITTED: Test Mrencv/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3" round galvalume AZ55 steel plate 3" round galvalu ne AZ50 steel plate Insulation fastener for concrete decks 3" round galvalume AZ55 steel plate Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 FMRC 4470 - PA 114 Class 1 Class 1 FMRC 4470 - PA 114 FMRC 4470 -PA 114 FMRC 4470 Manufacturer Dimensions (With Current NOA) 2 7/8" x Construction Fasteners 3 1/4" Inc. 3" x 3 1/4" Construction Fasteners Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. Powers Fasteners, Inc. 3" round Powers Fasteners, Inc. Report Date FMRC 1996 01.01.96 LL OD0A8.AM IL 2B8A4.AM J.L 3005640 LL 3006845 J.L 3005175 J.L 3005177 1L 3007500 J.L 3008178 J.L 3010215 J.L 3009788 07.09.97 07.02.97 11.09.00 10.17.00 05.23.00 05.19.00 06.15.00 12.27.00 03.01.01 03.28.01 NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 7 of 41 Test Agencv/Identifier Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. Name Report PA 114, Appendix "J" Wind Uplift Fire Resistance Classification UL 790 - PA 114 IRT Reference No.00001, No.00002 #4483.04.97 -1 R1306, 00NK07638 Date 03.30.00 06 -06 -97 07.17.00 NOA No: 03-0438.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 8 of 41 Insulation Maximum Design Pressure Table A Insulations 16. Base Layer: Min. 1 GAFTEMP® isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, E'NRG'Y -2 +, AC Foam I, II, UltraGard Gold, Multi-Max adhered to the concrete deck in a full mopping of a , 'roved as' halt a' 'lied within the EVT ran a at a rate of 20-40 Ibs./ ... Top layer: Min. 3 4" BMCA or GAFTEMP® PERMALITE®or other approved perlite insulation board adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 40lbs.sq.. Maximum Design Pressure —157 psf (See General Limitation #9) 17. Min. 15/16" Fiberglas or 1/2" (GAFTEMP®) PERMALITE® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Maimmn Design Pressure —90 psf (See General Limitation #9) • The follo ,r ' : assembly is approved to a maximum design pressure per Insulation Maximum Pressure Table B. No substitutions shall be made: plumed lies of GAFGLAS® #75, GAFGLAS #80 Ultima, GAFGLAS® c or PLY 4, GAFGLAS a EROID® Modified Base sheet RUBEROID® Mop Smooth or RUBEROID® 20 mo deck Adhere with any approved mopping asphalt applied within the EVT range lbsJ Insulations: See Insulation Maximum Design Pressure Table B below. Design Pressure is dependent on Item No. used in this gy� .� Base Sheet Installply o{ �STRATA Perforated, lose laid dry Ply Sheet: (Optional, required if r : - - AtT /S1ig Heat Weld) One or more plies of RUBEROID® 20, -LAS® PLY 4 GAFGLAS® F1exPlyTm 6 ply sheet adhered in a full mopping of approy - = - , plied within the EVT range and at a rate of 20- 40 lbs. /sq. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR or i s = * AI t : : 4 lb 14 MOP Smooth, RUBEROID® MOP Granul ' : ' OID® MOP 170 ' • UBEROID® ULTRACLAD RUBEROID® .30 and RUBEROIDO30FR, R OID® MOP PLUS and RUBEROID® MOP FR or RUBEROID® SBS Heat WeddTM PLUS, RUBEROID® SBS Heat Weld m PLUS FR, RUBEROID® SBS Heat We1dTb FR, RUBEROID® SBS Heat We1dT', RUBEROID® SBS HeatWe1dTm Smooth and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's application instructions. Surfacing. (Optional) Install one of the following 1. Asphalt flood coat at an application rate of 60- lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbsisq., respectively. 2. MatrixTm System Pm Aluminum Roof Coating Plbered 301, (GAF Premium Fibered Aluminum Roof Coating) at 1.5 gal/sq. or Matrix 305 Frbered Emulsion (GAF WeatherCoat® Emulsion) at 3 gaL/sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within its EVT range and at a rate of 20-40 lbsJsq. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10 /31/03 Page 38 of 41 3. (Optional) Base layer: Miin.1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20-40 Tbs./sq. Top layer: Min. s/a" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation board or Min. 1/2" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or Kin. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs.sq. Maximum Design Pressure —90 psf (See General Limitation #9) 4. (Optional) Base Layer: Win. 1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTP.MP Composite, GAFTEIVIP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20-40 lbssq. Top Layer: Min. /" BMCA or GAFTEMP® PERMALTTE ®or other approved perlite insulation board or Min. 1" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or /Wm. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of y. •ved . . halt a.. Lied within the EVT ran _ at a rate of 20-40 lbsJ; ... Maximum Design Pressure —90 psf (See General Limitation #9) 4. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCoterm or WeatherCote LOW -VOC. Insulation Maximum Desi Pressure Table B ' GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in asphalt at the rate of lbs.sq. um Desi a i Pressure —150 See General Limitation #9 (Optional)Base Layer: Min. 1" GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in asphalt at the rate of 20-40 lbs./sq. Top Layer Min. Vs" Dens -Deck mopped in asphalt at the rate of 20-40 lbs.sq.. Maximum Design Pressure —240 psf (See General Limitation #9) NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31103 Page 39 of 41 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NOA No: 03- 0430.13 Expiration Date: 11/06(08 Approval Date:10/31/03 Page 40 of 41 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 she is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minim= fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased fax both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation 59 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0430.13 Expiration Date: 11106/08 Approval Date:10/31/03 Page 41 of 41 • 172 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1 /2 in. min. Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /s or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3 min, isocyanurate, urethane, perlite /isocyanurate composite, urethane composite, phenolic, 1-1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base S hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck C -15/12 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber; any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEV1) Roofing Systems (TGFU)— Continued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop L70 FR" (granule). 16. Deck C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate; urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanicall tened. Ply Sheet (O . • + One or more layers of Type G-1, hot mopped in place. e layer of "Ruberoid Torch" or "Ruberoid Mop" layer of "Ruberoid Torch 170FR" or "Ruberoid Mop (smooth). Membrane: On FR" (granule) Deck: NC Insulation u Incline: 1 ptional): Perlite, fiber glass, wood fiber, isocyanurate, , perlite /isocyanurate composite or phenolic Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber; isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G-1, hot mopped m place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber; isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1 /2 gal/sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite; or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. 23. Deck C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet One or more layers Type G2, hot mopped or mechanically fastened. 24. 25. 26. 27. 28 2S MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 1 Date Z — ®�� Type Insp'n L %es '�- 5 Permit No. /3P-o (" (6 6 0 Name C P,-P S' L � 1L°�,t Address ) ? f `) L�.� J 9 7' Company T2 1-1 of' 13 145 - r4 Phone # .3 ' -? ? °q d q 2_ _ z, 2�� Inspection Date Correction Re-Insp'n Fee ❑ Cda- J 0 NOTICE OF COMMENCEMENT A VJWflRflUI COPY MUST OE POSTED ON THE JOB SITE AT TIM OF FMST INSPECTION PERMIT I E A X AX FOLIO 32 ' 174 1 2 ,4 / W-9 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 following information is provided in this Notice of Commencement. 1.1..egal description of property and street/address: 2. Description of irnprovementi different data , 4,■ _ "0 Signak rc .f Owner Af Print Owner's Name Notary Public Print Notary's Name ._ My commission expires: .1/t Interest in property: Name and address of fee simple titleholder: 3. Owner(s) name and address: 417/46/2_450 640 2-- A/41% 4j,e4r7 VAN; I r t t 33/3 4. Contractor's name and address: stspzi.ALabeczzvic_---.2..r.. ao 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /4/4 Amount of bond $ 6. Lender's name and address: - irA 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: 9. Expiration date of this Notice of Commencement • te is .ermaez--..rme.3-8 • " Sworn to and subscribed before me this Ze7 day of ...2 2 14 Amit 1 year ir u.1 h CFt4 2004-R0630280 OR Bk 22517 P9 .1.4.71/ this/ RECORDED 07/27/2084- 110224, HARVEY ROVIHr CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE „ . . Ta ‘ 1657-4 *Atiw 8. In addition to himsetf, 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: 11 / a wasAtie KECLEFI Whey Public - $tsd d Flatkin ItyCommissbnevitaiipr fil.2(011 Commission 00 1097211 —fiond~iationni.NotrrAssn. ivE date of recording unless a DATE: 08/18/04 FIRE ENGINEERING & WATER SUPPLY BUREAU 11805 SW 26 STREET, SUITE 150, MIAMI, FL. 33175 TELEPHONE (786) 315 -2771 EMAIL rlw@miamidade.gov FIRE REVIEW DISAPPROVAL COMMENTS REVIEW BY: R L (Larry) Welch FD TRACKING NUMBER 9047 NAME OF PROJECT: MIAMI SHORES PRESBYTERIAN ADDRESS: 602 NE 96 ST I 4 1) 1 -HOUR FIRE RATED ARE'B'LABEL. PG A2. CC41.4 44.11)._ 6 C /n'3 rt — ®( 2) NEW STAIR ENTRY DOOR PG A2 BLOCKS EGRESS FROM ROOM 117. C cAt A '- 3) ACCESS TO EXIT ENCLOSURES IS PERMITTED ONLY FROM NORMALLY OCCUPIED SPACES. CLARIFY THE USE OF ROOM 117. 101- 7.1.3.2.1 AI c L b �4-31 Co Osc 1. sA - 3 4L FASTRACK FOR REWORK • Supplier ." CustoMer Onisriloreoim.No.: /00 6 # ‘fece'L Yards cr Qum*: . Ca 4 tD Pi-UtitA ULW_A&it Type ra vitu4 L Ow. Un munitseghissel by: AmmnamMAkkins-ftftab OdeVIMEN .10InalioneatillWasa. eBs:so i7o .fra des G. H. MOYER. JR. REAL. ESTATE APPRAISER PARCEL 1 : PARCEL 2 : PARCEL 3 : PARCEL 4 : LEGAL DESCRIPTION Lots 11 thru 18, Block 100 of Amended Plat of Miami Shores Section No. 4, according to the Plat thereof recorded in Plat Book 15 at Page 14 of the Public R4cords of Dade County, Florida. Lots 1 thru 10, Block 61 of Miami Shores, Section No. 2, according to the Plat thereof, recorded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida; also that 15 foot alley in said Block 61, as shown on said Plat of Miami Shores, Section No. 2. Lots 1 thru 5, Block 62 of Miami Shores Section No. 2, according to the Plat thereof, recorded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida. Lots 1 thru 4, Block 59 of Miami Shores Section No. 2, according to the Plat thereof, recorded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida. CVK STATE OF FLORIDA, COUNTY OF CADS I HEREBY CERTIFY that this +s a true wpy of the original filed in this office on 1 dal) of AD 20_0 � t IIT E S my ` n ha nd ar::� H Y RWIi�, CL� {s, ofc 4 t . da; 1`u;s . � c'ri /k 1 ► f_ t►L� PAGE 9 G. H. MOYER. JR. REAL ESTATE APPRAISER PAGE 10 DESCRIPTION OF SITE The subject site, according to public records con parcels of land. All parcels are level and at about road grade. PARCEL 1, Lots 11, 12, 13, 14, 15, 16, 17 and 18 in Block 100 on which the Chapel and parking lot is located, has an average frontage of 445.8 feet on the north side of N. E. 96 Street and a depth of 130 feet to a 15 foot alley. This parcel is located between N. E. 6 Avenue and Park Drive. PARCEL 2. Lots 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10 in Block 61 and including a 15 foot alley, on which the old and new Sanctuary as well as the education building are located, has an average frontage of 300 feet on the south side of N. E. 96 Street and a depth of 150 feet and an average frontage of 269 feet on north side of N. E. 95 Street and a depth of 150 feet. This parcel is located between N. E. 6 Avenue and Park Drive. PARCEL 3. Lots 1, 2, 3, 4, and 5 in Block 62 on which the lumber yard, offices, warehouse, apartments, lumber shed and parking lot is located, has an average frontage of 330.2 feet on the west side of Park Drive and a depth of 150 feet to the Florida East Coast Railroad right of way. This parcel is located between N. E. 95 Street and N. E. 96 Street. PARCEL 4. Lots 1, 2, 3 and 4 in Block 59 on which the Recreation Building and playground is located, has an average frontage of 234. 5 feet on the west side of Park Drive and a depth of 150 feet to the Florida East Coast Railroad right of way. This parcel is located between N. E. 95 Street and a building to the South. They are serviced with city water, electricity, telephones and septic tanks. All parcels have paved streets and sidewalks. Parcels 1, 2, and 3 have curbing. 0.0x1) Inc RECEIVED 014 AUG 2 4 OWNER'S / PERMIT APPLICANT AFFIDAVIT The Miami Shores Presbyterian Church submits this OWNER'S / PERMIT APPLICANT AFFIDAVIT to Miami Shores Village in lieu of an updated survey in support of its permit application to recover two (2) awnings. The Miami Shores Presbyterian Church located at 602 NE 96 Street, Miami Shores, Florida 33138 hereby states and certifies that no physical changes not previously permitted or in permit processing with Miami Shores Village have occurred to the exterior of its buildings or to its grounds during the six - month period from March 23, 2004 to August 23, 2004. I, Sam L. Rutland, Senior Pastor, Miami Shores Presbyterian Church (Owner & Applicant) do hereby certify and attest that all of the foregoing information is accurate to the best of my knowledge. (SEAL) Signature of • e Owner's =�_ - n t Printed Name: C ,./G, h fZ STATE OF FLORIDA COUNTY OF MIAMI Sworn an. subscribed before me this day 2004 by (// 7 4* d v74rip J. belt , �� Ca a #CC9900N � . Personally known Produced Identification RECEIPT' 1 - 1,t,e4Tilia r BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (3051 795-2204 FAX 13051 756-8972 I, c� C'C?' 5 ��c�� wner, picked up 2 sets of plans for (address) 01 /4J qCo the Building and Zoning Department on (date) / ( / / 1 0 to have corrections done to plans andlor get County stamps. I l understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. February 16, 2004 Sincerely, MACTEC Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, Florida 33138 RE: Letter of Intent Miami Shores, M -139 To Whom It May Concem: AT &T Wireless Services (AWS) is installing a new base station cabinet and antennas on an existing AT &T Wireless Communication Site located at 602 NE 96 Street, Miami Shores, Florida. The folio number for the site is 11- 3206 - 014 -1410. t3ci Erika Babineaux Building Permit Specialist MACTEC Engineering and Consulting 5845 NW 158th Street • Miami Lakes, FL 33014 305 - 826 -5588 • Fax: 305 - 826 -1799 www.mactec.com r To Whom It May Concern: identification. MACTEC My Commission expires: `t `0 1111 1011/ ry 4 (Seal) �� C�0A: a.. ' (/ 6 + . 000. e. 0 er V. am '1, 1).: i *. �►.� . *:. S o; #DD 138328 ;o' Please return to Mark B . r A Fax # 305- 826 -1799 Landlord Affidavit RE: Site # M139 Site Name: Miami Shores Site Address: 602 NE 96th Street, Miami Shores, FL Notification by AT &T of lease space modifications Owners Authorization (Corporations) and other Entities For Submission of application for Building Permit or other permit. This letter does hereby authorize: MACTEC Engineering and Consulting, Inc. as our agent to submit an application for building permit or other permit. MIAMI SHORES PRESBYTERIAN CHUREHnt name of Ownership) 602 N.E. 96th Street Miami Shores, FL 33138-2742 (Authorized ignature) ,p e Print name i' Pte, A. / / � `'` BY Title S,EG ft j AY STATE OF FLORIDA COUNTY OF p The foregoing instrument was acknowledged before me this 1 day ofl(� 204, by who is ep rsonally kno o me has produced a driver's license as Signature: Notary Public Print Name: Notary Public Mactec Engineering and Environmental Services, Inc. 5845 NW 158 Street, Miami Lakes, FL 33014 305 -826 -5588, FAX 305 -826 -1799 M -639 Lucent ir S • • •••• I'A h /.4 ett SC e -k tpJimo t 4D U= 7 s frko1I for t 1.a Ke2 • • • • 6'etic • •••• .. . ... • s • . •••• • • • • �.. .... • •• .... • .. • •.. •.... eg..: yglr,ci/ er •••• • • • • Si,( c,K1 rt4 4 = R.E. Engineering, LLC 1641 N.W. 115 Terrace Plantation, FL 33323 �Y ((ooze x414.41 'e) FI r A4r' 145 ) 91 : a.00zs1c (q •4s) /6. ZS /'Q• y #4 Al /4. Y 0/, "Z t, 274.y g. ��- - * 2Y`l.3 • ,� E-1 4, 4 .3 ViceirS P,<& C/i� ✓RC/ v. /p ry / . . 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