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358 NE 100 St (6)Company Phone # For Inspector: (Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 - 2204 Building Inspection Request Type Insp'n , Permit a-co J (Q Namee „{AA V Address (S Company Phone # For Inspector: (Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ti ✓r Type Insp'n' -�J Permit 7 1 Name. Address 3 Sg )db [� r/— /z - -OZ__ Date - /S-OA Time Type Insp'n Aje . �. Permit No. 3 p . toL -/3 Name C ?y!/�1�y Address 3r �Y /C725 Company pC 1 , Rezyer Phone # 3 oc5 - d 3 - Tl For Inspector :9/9 02 Name & Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Innspection Request Date 02- 46 Time Type Insp'n P Permit No. 0- 2®©1- —AC Name e e— Address i AC13 N€ /Q ' S Company P L 7e 0 /" field Phone # :Us" 779 1 For Inspector: -; Name & a Approved Correction Re- Insp'n Fee ❑ f ez �� J�sys n os tA' cdkev 77 ?° Y 7 Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 Gb 51 52 76 77 2 27 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 84 9 34 59 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 Owner's Name: ___13 k./ Address 3 e Roofing Contr c or: Type of Tile: mu Approximate Roof Height feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: /7 O , ft2 Required Testing orce: 5 lbs. Date Tested: 2: ? 172-- THIS REPORT SUB ED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL Project No SITE SPECIFIC INFORMATION C9 12.4.) Permit #- e 2 09 2 — (5 �- 100 ' F•44e4u'i 5 o i 3 `PI I-- p-ao I ei .f2 0 L0 Z. �D AM E r Date Installed Roof Pitch. -3 ' t Ladder Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 2191 JOB 35 tOr7 5i.Mt/ l , FL SHEET NO. 7- OF '2- $KETCH OF ROOF CONTRACTOR CHECKED BY DATE SCALE el► ■LM■■[M% iiUIIMi!111 ramOnnmmumnorms ■ ermar unt a►a■`ar■ ■ `/„ ' ]i■Liin !U^■■ ■ ■u\ • LIB %! ■ ■■RL IIIMf *;■ OU IIG'IPIIIIIIIkilIl amemialmismas AIWOMMAISMIMEMEMON IMMUC•.■,OM, ■.N,■ ANOMMINMEMMWMOMMIME 1 i E� a � sis -r NOTES: PERMIT.APPLICATION FOR MUNICIPA OF DADE COUNTY Date 1 22 02 - Job Address I. Tax .Fo1 i 4/3 2 6 (V O�3 5 930 Legal Description Master Permit # 0 / 0-00 ca Owner 6tAA VW Owner's Address 'MT/ NE /047 Contracting Co. f , L £64r4 Address 'Q SS# - State # On 0(94(9 Competency# (1(01 Ins . Co. Architect /Engineer Address Bonding Company / L1-- Address Mortgagor Address Permit Type: ROOFING BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Application is hereby made for a permit to do work & installation as indicated. I understand that separate permits are required for Electrical, Plumbing, Signs, - rv Pools, Roofing, & Mechanical work. WORK DESCRIPTION Er4.1 2 's if `� v� �, / 1313 "i1�"'/�U 5: a £ Z� E C,fp •44.e,2 / Square Ft. _ zi tvq WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING THE NOTICE. A BACK:FLOW PREVENTION DEVICE PERMIT AND CERTIFICATION TEST MAY BE REQUIRED IN ACCORDANCE WITH ORDINANCE #825. CALL THE PUBLIC WORKS DEPT. AT 787 -1001 OR VISIT THEIR OFFICE AT 1815 N.B. 150 ST. OR€R'S AFFIDAVIT: I certify that all the foregoing information is accurate, and that all work wlil be done In compliance with all applicable lava: regulating oonstructlon and zoning. Fwwthermore, I authorize the above -named contractor to do the work stated. Si nature of jrbperty • . or Condo Pres. ADMINISTERED OATH ❑ SWO S: January 2. 2Q ru • .t•;-'ublicUnoer Si .nature of NOTAR Q -(=An.% (Print, Type, or Stamp Commissioned Name) Personally Known in or Produced I.D. ❑ Type of I.D. produced Zoning Building Mechanical FEE X3 0,0 ME THIS Owner /Condo President Cc Plumbing Engineering 1 v Tenant Day -Time Phone ( ?off) `I� 1 ea-Qr,, • L I Estimated Cost Signa"ure.of Contractor ADMINISTERED OATH ❑ swim fin 4 _SITASCRTBEri lawn (Print, Type, or Stamp Commissioned Name) Personally Known p or Produced I.D. ❑ Type o ' D . roduced Electrical RE ME THIS S3'Lo ZONING 8. BUILDING ELECTRIC PLUMBING MECHANICAL CITY ENG. (SIgtiature (SIgtiature (Slglature) (Slgmture) (S Igtiature) (Signature) P L A N R E V I E W REMARKS: REMARKS: REMARKS: REMARKS: REMARKS: REMARKS: R E Q U I R E D I N S P E C T I O N S Process# BUILDING ELECTRIC PLUMBING MECHANICAL 1. 1. 1. 1. 2. 2. 2. 2. 3. 3. 3. 3. 4. 4. 4. 4. 5.- .. 5 . 5. 5. 6. 7. Is Architect /Engineer Statement required? es No I enlf !; I 1 A a I 1∎, 1 ! 1 i 1 �_1 1 1 1 1 1 1 i .., I I i I I 1 i 1 I I I 1 I f I i 1 `. 1 ii I I! 1 I! I'I ;1 I ' i I I 1 1 7 ' I ii 1' 1 1 1 I I l I l l j! ! .(•,' p IA ' d �� I I 1 . I l I i c 1. 1;' i • 111.1. 111 111 ; i itimm.,, 1 I I I ill: ''' 1 I 1 ■1 1 1 1 L1 1 1 1 I -, 1 1 I I I ' .' 11 .'■ , 1 1 1 1 I ' 1 11 1 ! 1 1 1 1 Lam' 1 I I 1 1 1; 1 1 1 M 1 1 1! i I! 1 1 AfTl I 1 �. ■ry i! I 1 I 1 1 1{ 1 1 1 1 1 - 1 1 111 1 1 .I 1 p, _WANE � _ k `u. L I 1 � 1 • "y /.■G, i I 1 ;ill 1 I 11 1 1 1 1 ■ 1 II__.._ C 1 I I I , i JL�'�■■■■ 1 1 1■ 1 1 1 p III 1 1 - j 1 1 I I I 1 �l■ 1 ' I I � L, I I i i • p. ! 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I I 1 1 t . - , 1 - 1 -i-_ '_1 1, r _L : ' 1 j_� _; 1 • TE .■■■ - ■■ III i ■ _ _ • MI u ^ LL ■'� _ � ■■■■■■ ` ! ■ i �- ! _1.L� 1 1 1 • ■ 'I q■■ ■■■ �r■�■■■ ■ :■ ■Po�:'A y NMI IB ■■ ■ ■■■■ liiiiii ■ all ■ �p..11 . t• .�_ L ` -_ t 1 - --h - l� (' 1_ 1 � 1 8 I i ! 1 1 - 1 1 1 - � - 1 - I I Lill_ I I I MI 1 I ' I I 1 i' ± - I 1 LL_; ' ! ! 1 1 I ■■ 1 1 1 1 -■ 1 1 ! 1 I 1101 1 '' 1 �` 1 1 � � 1 • • II ■■Illn■u ■■ ■■n rr 1 w■ ■■■ ■■ u � I I = ■ ■� ! 1 1 1 1 1; 1 1 1 I 1 I ■■■■■■■■■■■■■� 1 NM ■ ■ 1 1 1111 1 1 l _L'__! • L� High Velocity Hurricane Zone Uniform Permit Application F Section A (General Information) Process No. Contractor's Name W7 ' IVE 100 Master Permit No. Job Address ROOF CATEGORY g Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles [7] Wood Shingles /Shakes Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped. Roof Area (SF) Total (SF) �'1DI /Comet • -2_9(2G; Section B (Roof Plan) Sketch Roof PIar1, Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andp9ew drains. Include dimensions of sections and levels, clearly d t ' dim�si®tt� of elevated press zones and location of parapets. High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as - NA - ) NOA No OD oA� 1 . t5 System Manufacturer: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Section•C (Low.Sloped Roof System) Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: • 15 p5 Deck: Type: Gauge/Thickness: Slope: 1- A Anchor /Base Sheet & No. of Ply(s): �+IIA Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: w3 1 I� Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Q Fc LASS 415 Base S eel Fastener /Bonding Material: 1 ri5 PIy Sheet(s) & No. of PIy(s)(' 6A► VAIA3S P19 L PIy Sheet F stener /Bonin Materi �.Ppfo 1 Top Ply 1 'Q • lassMirvital Top PIy Fastener/ Bondino "P" terial: 6Yr SP*"*..: Surfacing: OVA sp at -. Fastener Spacing for Anchor /Base Sheet Attachment Field: c l oc @ Lap, # Rows @ J L ' oc Perimeter: - oc @ Lap, # Rows @ (0 ' oc Corner: 4 - oc @ Lap, # Rows I @ L oc Number of Fasteners Per Insulation Field Perimeter Corner Board Illustrate Components Noted and Details as Applicable:. .... . _ . .. 1. Woodblocking, ..Gutter, . _ Edge.... Terminatiort, Stripping, Flashing. Continuous Cleat, Cant. Strip, Base Flashing. Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet' Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. t #k - 15 5aSE 'r• .ay 3 dr►pedge.• Z(o a_�) r 3" fa. trtec ciDp _ a ?MR Skt(Ps r e iramsl4 0 .te r_,tas 4 ?hi w opa. No '1' \NO" 'F .FT. A TACKS Parapet Heioht 1,0 Mean Root Height 4'I • i Roof System Manufacturer: MS._ . Notice of Acceptance Number: qc - I t in L Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: 4ko Pmax2: Cy U1 V Pmax3:. (IQ •5 _ Maximum Design Pressure t- \\P‘ ` . (From the NOA Specific System): V High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof .System) L ype Underlayment: Deck Type: Sloped System Description Insulation: Ridge Ventilation? Fire Barrier: ype Cap Sheet: Roof Co • Fastener Type & Spacing: lo It Adhesive Type:; I ` 12 L_« \IL r r. Where tt Obta'n Information Description Symbol \Vhcr.c to find ........ .._ . Design I'rc . ure P I or I'2 or P3 RAS 127 Fah • 1 or by an cneinccring.analysis prepared h)' 1'li:hascd on ASCI; 7 . Mean Ro Ilcight II Job Site • I or Slope 0 Job Site Acrodynnm' Multiplier a NOA Restoring Moment tic to Gravity M, NUA • Attach en( Resistance M NU :\ Required N molt Resistance M, 1' Calculated . NU:\ Minimum At chmcnt Resistance Rcqu' cd (Jplill Resistance I', Calculated Average Tile Weight W NU:\ Tile Dimensions I. length w- width NUA • All cal lations must he submitted to the 'Wilding U$l .t l,at Ile time of permit application. • ' High Velocity Hurricane Zone Uniform Permit Application Form' Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for I\'1 the values front i\t If the M values are greater than or equal to the Mr values, for each area of the roof, then the tilt attachment method is acceptable. Method ""Moment Based Tile Calculations 1'cr RAS 127" `ILO � x X 1)L1 '`�= 1 4•( -Mg: 5• = M 1.28 NOA Ai (D(12.5 (I':: Ct(Q•Sx X. oily = t().41)- Mg: 5.35 = m „zI. NOA Nit (a(c•S . (P,: i 7•S x X 0.114 = ?!4.44) - Mg: 5,?E = Mrj Z►.Q % NoA M (da •S Method 2 "Simplified Tile Calculation Per Table 1.3 ow" equired Moment of Resistance (M,) From Table Below OA M 'Must be used in conjunctio with a list of mote nt based tile systems endorsed by the 13roward County Board of Rule end Appeals. For Uplift based tile systems use Mctho 3. Compared the valucs•for F' w'ith.,thc values for F If the F' values arc rca r than or equal to the F, values,; for each area of the roof, then the tile attachn t method is acceptable. (I' x I: = . (r x l: _ (r x I: = Method 3 "Uplift sc x w: _ - W: x w: = - W: x w: = )_W' x cos 0: = F x cos 0: = F x cos 0: = F Tile Calculations Per RAS .127 NOA F' NOA 'F' NOA. M, Required Moment Resistance' Mean R of Height Roof Slop l i, -÷ 15' 20' 25' 30' 40' 2 30.7 33.4 35.7 37.7 40.7 3:1 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 • 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24. 26.2 ; 27.6 29.8 7:12 20.8 2 .6 24.1 - .: 25.4 - .: 27.5 High Velocity Hurricane Zone Uniform Permit Application Form' Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for I\'1 the values front i\t If the M values are greater than or equal to the Mr values, for each area of the roof, then the tilt attachment method is acceptable. Method ""Moment Based Tile Calculations 1'cr RAS 127" `ILO � x X 1)L1 '`�= 1 4•( -Mg: 5• = M 1.28 NOA Ai (D(12.5 (I':: Ct(Q•Sx X. oily = t().41)- Mg: 5.35 = m „zI. NOA Nit (a(c•S . (P,: i 7•S x X 0.114 = ?!4.44) - Mg: 5,?E = Mrj Z►.Q % NoA M (da •S Method 2 "Simplified Tile Calculation Per Table 1.3 ow" equired Moment of Resistance (M,) From Table Below OA M 'Must be used in conjunctio with a list of mote nt based tile systems endorsed by the 13roward County Board of Rule end Appeals. For Uplift based tile systems use Mctho 3. Compared the valucs•for F' w'ith.,thc values for F If the F' values arc rca r than or equal to the F, values,; for each area of the roof, then the tile attachn t method is acceptable. (I' x I: = . (r x l: _ (r x I: = Method 3 "Uplift sc x w: _ - W: x w: = - W: x w: = )_W' x cos 0: = F x cos 0: = F x cos 0: = F Tile Calculations Per RAS .127 NOA F' NOA 'F' NOA. ra; 35P /✓c /OO APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit. to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. i 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing 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. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) * 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the, occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. V -\ 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 roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. A,_ 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC: , 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 0 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. 0 ner's /Agent's gnature 123.01.12 PAGE 2 7/99 Date Contractor's Signature MIAM I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. NI:Aerials Corporation 1361 Alps Road Wayne N.1 07470 Code. The expense of such testing2, v iII be incurred by the manufacturer. Acceptance No.:00-0331.15 Expires: 11/04/2003 • MIAMI-DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130•1563 (305) 375.2901 FAX (305) 375•2903 CONTRACTOR LICENSING SECTION l)031 373-2327 FAX (305) 373.Z553 • CONTRACTOR ENFORCENIENT SECTION 0031 313.2966 FAX (3031 373-2903' PRODCCT CONTROL DIVISION (105) 373-2901 FAX (303) 37;1.639 Your application for Product Approval of: GAF Conventional Built-Up Roof Systems for 'Yowl Deck. under Chapter 3 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the riv,Itt to . secUre this product or material at anytime from a jobsitc or manufacturer's plant for quality control testintt. If this product or material fails to perform in the approved manner. BCCO may.revoke, -modify; or suspend the use of such product or material immediately. I3CCO reserves the right to revoke'this approval, if it is determined I3CCO that this product or material fails to meet the requirements oldie SoUth*Floricla BUilding • Raul Rodriguez Chief Product Control Division ' • THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SI'ECIFI,C AND GENERAL: CONDITIONS BUILDING CODE & mobucT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the BUilding:Code ' and. Product Review Committee to be used in Dade County, Florida under the conditions setforth above. Approved: 06/29/200() Internet mail address: postmaster@buildingrodennline.com .ranco Direct& I of 32 Nliami County • Building Code Compliance Office llomepage: litip://www:buildingendeonlinc.com G A F , IIATERIAI,S CORPORATION :lcccptance No: 00- 0331.15 Cate..orgy•: Sub- Catc,ory: Deck Tv )e• Wood Maximum Dcsinn Pressure -75 psi Fire Classification: See General Limitation /II TRADE NAMES OF PRODUCTS MANUFACTURED Olt LABELED BY APPLICANT: Product Dimensions GAF Asphalt Concrete ('rimer GAF Mineral Shield® 60 Ib. bags Granules GAF WcathcrCoat® Emulsion GAF Premium Fibcred Aluminum Roof Coating GAF Jctblak All 1Vcatltcr Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jctblack Premium Flashing Cement GAFGLAS® 1175 GAFGLAS 1180 Ultima Basc Sheet GAFGLAS Ply 6[s� 5. 55 gallons 5 gallons I, 5 gallons I, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SVST1::\I APPROVAL RooI in. BUR Test S )ecifica1iott ASTM I) 4 I Approval Date: June 29, 2000 Expiration Date: November 04, 2003 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. AS•I•NI D 1 363 Granules for surfacing of exposed asphalt. cold process cement or emulsion. GAF Mineral Shield® Granules sltall.bc.used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTi\I D 2324 Fibcred alumin coat ins: ASTNI D 3019 Refined asphalt blended with a mineral ASTM D 3 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4536 Fiber reinforced, pol mcr modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass i at base sheet. ASTM D4601 Asphalt impregnated and coaled. fiberglass base sheet AS D 21 73 'Type VI asphalt impregnated glass Iclt with asphalt coating, • 2 of 32 •ran • Zuloaga, RRC Roofing Product Control Examiner . GAF MATERIALS CORPORATION Product GAFGLAS Flex pl 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet '67 lbs. GAFTEMP® various • Isotherm R Tapered GAFTEMP® various Isotherm R GAFTEMP Isotherm various' RA Tapered GAFTEMP various Isotherm RA GAFTEMP Isotherm various RN Tapered GAFTEMP various Isotherm RN Test Dimensions Specification 5 sq. roll 45 Ib. roll Acceptance No: 00- 0331.15 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. 76 lb. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 60 Ib. roll various 69 Ib. roll ASTM D 489 03672 Product Description ASTfv1 D 2173 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules etbedded in asphaltic coating with factory perforations. Asphalt coated glass fiber, mat flashing sheet available in three sizes. . I i Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with''mineral granules embedded in asphaltic coating. ASTM 04601, Premium glass fiber reinforced SBS- Type 1I, UL modified base sheet Type G2 BUR PA .110 Polyisocyanurate foam insulation. PA 110 Tapercd Polyisocyanurate foam insulation 3 of 32 PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation t7,,.+1. 7,11.1•01 Pnr 1 • Roofing jroduct Lun(rol Lxamillct • nf • fir CAF MATERIALS CORPORATION Acceptance No: 00.0331.15' Product Dckfast Fasteners 1114 Dckfast Fasteners 1112 ISO 95+ Composite Asphalt Asphalt Primer EPS • various High Density Wood various Fiberboard Pelite /Urethane Composite Perlite Insulation Polyethylene , Red Rosin Roofing Nails Tin Caps MB aluminum roof coating Dens -Deck Test Dimensions Specification various various 4 mil min. various 12 Min. 32 ga. x 1 5 /8 „ various Product Dcscrinlion PA 114 Insulation fasteners for concrete decks PA 114 9 of 32 Insulation fastener for steel and wood decks. ASTM D 312 Type III or IV Hot asphlat - bitumin ndlicsivc _ ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer • on wood decks Minimum 11 ' PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone 'ridged insulation (with current PCA) generic generic generic generic generic generic generic , generic generic generic Grundy Industries (with current PCA) Georgia Pacific - (with curr t CA Frank Ztiloaga, RRC' I'.u�rlir►g f'r�r ►hl� l r't!ttttut 6!911111111 ►'1 r GAF MATERIALS CORPORATIt)N Deck Type 1: Wood, Non - insulated NewConstruction or Reroof / " or greater plywood or %�•ood plank decks Deck Description: System Type A(2): 'Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® 1175, GAFGLAS 1180 Ultima Base Sh:et, GAFGLAS® PLY 4 ®, • GAFGLAS® PLY 6 ®, GAFGLAS FlcxPly, GAFGLAS® STRATAVENT® Nailablc, RUDEROID Modified Base Sheet or RUBEROIDD 20 applied to thc deck with approved annular ring shank nails and minimum I / tin caps at a fastener spacing 01 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. . Ply Sheet: Two or three plies of GAFGLASt1t:' PLY 40,:�AFGLAS FlcxPly - 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of arlirovcd asphalt applied within thc EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet- Surfacing: (Required if no cap sheet is used) • Install one of the following: Specification No.: Acceptance No: 00-0331.15 • (Optional) One ply of GAFGLAS® Mircral Surfaced Cap Sheet adhered in a full •. mopping of approved asphalt applied within the EVT range and at a ratCof 20- 40,:•: lbs. /sq.. 1.6 of 32 1.GAf •WEATHER COAT© Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fiber; d Aluminum Roof'Coat,ing with an application'ratc of 1.5 gal. /sq.. 2. Aspl.alt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rati of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -45 psf. (Sec Gcncral Limitation 117) Maximum Fire Classification: See Gcncral Limitation /1I. Maximum Slope: Sec Gcncral Limitation 11 I. N- B -3 -G, N- D -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4•G /P6, N- B -4 -M, N- D- 4 -M /P6, N- B-4 -C, N- B- 4 -C /P6, N- D -5 -C, N- B -5 -G, N- B- 5- G /l'G, N- B -5 -M, N- B- 5 -M /P6 r „�,r• 7,,r..,r, p or ;/. / i / I'• - r' I ! l; /•1v,1 .- rr •�r�� l I'.rrrrlln ( toditt l i.nriUul' . .;;unrnr i ;.. NIATGRIALS CORI'OIU \TJON ; \eceptanrr Nu: 011- 03 J1.I5 Wood Deck System Limitations: I A slip sheet is required with Ply 'I0 Flex PIyTM 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 2. % Type X gypsum board is acceptable to be installed directly over the wood deck.. 30 of 32 n or It, f ,nllu : ..anun:i J ou1Ing 1 rut(uct Comic) .:;arrllurr , GAF GENERAL Li wn.. - i - IONS: I Fire classification is riot part of this acceptance, refer to a current Approved Roofing Nlatcrials Directory for lire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with Product Control Approval .guidelines. All other•Iaycrs shall be adhered in a lull 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. Wizen applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel k required on all applications over closed cell loam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be.applied using spot mopping witIi 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 • sheer allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in cacti ribbon to allow cross ventilation. Asphalt .application of either system shall bc at a minimum rate of 12 lbs. /sq. Note: Spot attached systcins shall be limited to a maximum design pressure of --IS psi 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as f icld- tested, is below 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum., design value listed within the specific system. Should the fastener resistance be less than tha; required, as determiiicd by the Building Official, a revised fastener spacing„ prepared. siitned and ,sealed by a Florida;. Registered Engineer or Architect may he submitted. Said revised fastener spacing utilize withdrawal resistance value .taken from ivliami -Dade Protocol TAS 105 .antl calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. • 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building, Code. Fastener' densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami - Dade Roofing Application Standard TAS 117. (When this limitation is specifically- referred within this NOA, General Limitation 119 will not be applicable.) 0 8 All attachment and sizing of perimeter nailers, metal profile, and!or flashing termination designs shall conform with Miami - Dade County Roo(in2 Application Standard TAS 1 .1 and the tv.ind load requirements of Chapter 23 of'the South Florida Building Code. The maximum designed pressure limitation listed shall bc applicable to all roof pressure zones (i.e.. field, perimeters, corners). No,rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this• limitation is specifically referred within this NOA, General Limitation 117 1%111 not bc .. applicable.) 3I,of32 Acceptance No: 00-0331.15 Prank 7..ufoaea, RRC I :bulin l'iblhli.l c,frlftrl 1:: ;311111 k! . t ;1 • NOTICE OF ACCEPTANCE STANDARD CONDITIONS GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been Bled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is,no.t in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; .. c) If the, Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision change in the materials, use, and /or manufacture of the product or process : shall automatically be cause for termination of this Acceptance, unless prior written. approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising.or any other purposes. . 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be avaijable for inspection at the job site at all times. The copies need not be resealed by the engineer. , 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC• hoofing f'roilutf (ftrthrrl 1:: 111111d • .•\ :r.r,ratR.4 i...1.7k • Itl ^tn•NI ^nr ^1P'/snv.r.••.•�•t•.1 f t - 40 •o ai mxslosu„ NbUU11s.RicA_._ SheaMin0 vq•r pr n pared) OAFOUAS es. 3heol Ilia below) GAFGLAS Ply North, South, and West Zones Nailable decks up to tr inches per fool slope., except Inn lightweight insulating concrete decks which are thrilled lo a maximum slope of 1" per Tool. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable, nailable decks. For Iighlwelghl Insulating concrete decks, see page. 9. Materiels .Sheathing paper (1 ply; If required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphal Inlerplles Cap Sheet • GAFGLAS Minoral Sur(acod Cap Sheol (1 p Approximate Weight per Square ly) 175 -250 lbs.. ' Guar_anle_e_sAvailable _ Speclllc>tllon � fibsrtt Gu - - - - -�• arantees — N- 8.4 -M/P6• • • • 15 yr. West Zone only, Wood Decks. N B- 4•M/P6 15 yr. LIOt tweight insulating Concrete. N -B -4 -M (Soo page 9.) 12, 10, 5 yr, GAFGLAS" Specifications N- B- 4 -M/P6 and, N -13-4 -M Specifications General Application recommendations dotallod on pages 17-20 shall -apply In addlllon lo rho following recominondallons and specifications. Appllcallon of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nall sufficiently to hold In place, 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each shoal 2 inches al, edges and not less than 8 Inches at end laps. Nail along lap of base ply al intorvals not to exceed 9 Inches and stagger - nall down center of sheet In two rows with palls spaced al 18 Inch:niip:vats in each row. Use fasteners with Integral metal heads al least 1 Inch In diameter or square that aro recommended by GAF Materials Corporation or the deck manulaclurer. (Seo 'Special Inslrucllons' below.) 3. Starling al Iho low point of Iho roof, mop two plies of GAFGLAS Ply shingle fashion; hipping each sheet 19 Inches over the procoding sheet; solidly mop - ping lo Ilin undmlylnu barn shnnl lo providn limn plI{rs uvor Iho maw root. Mohan lloguhomonls I Inirrpry moppbrgs of Roofing Asphalt must be appllod In a continuous film and shall consist of apploxhnaloIy 25 pounds por 100 squaro loot of roof area with I a lolerallco nun to exceed ?0"W plus'or min's: The approprialo asphalt for the dupes Involvod must Ito usod. On slopes up 10 '1, Inch per foot, Flat ASTM Type 0 may be. used except In • flol Ida. loxas, Now Mexico, Arltoriti, and California. I • Surfacing I Apply GAFGLAS Mineral Surfaced Cap Sheol In accordance with the application . limb ucllons on pago 20, so that Iho laps aroollset Rom the taps of the ply sheets. Special Inslructlons i 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Oase Sheets Includo: STRATAVENT` (Veril Ply) for . Nailable Decks required for freshly poured gypsum decks, GAFGLAS /75 Base Sheet, GAFGLAS' PLY V. arid GAFGLAS PIy 4. For wood decks and structural 1 wood Ilber docks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 Is used as a base sheen, a sheathing paper Is required. • i 3. See 'Nailing of Ilaso Shoel,' page 19. 4. For root slopes of 1 inch per tool or more, all ply felts must be back•nalled 4 inches in from the back edge of the fell See 'InslallaUon on Sleep 10. UL Classilicalion UL Class • .r Substrate }Ill':IYty ib � 4l�' 4;i7J, Ul Chart Key 1. Substrate C r Combustible and Noncombusliblo Combustible = wood plarnks, boards, olc., plywood (min. "/n Inch thickness), oriented strand board (min.'/, Inch thickness). NC = Noncombustible only Noncombusliblo = Steel, poured or precast structural commie, lightweight , insulating concrete. gypsum, structural wood Ilber, etc. 2. Slope Maximum slope allowed, in inches per tool. at 1 :2 ied at 1 :). ed at 1.2 dry mils). "Potyfoam els colors), plied 1 -1 4 applied at • ry mils). 1 r'Polyfoam , 1 gat/sq/ 4.60", applied ' or "Polyfoam ipplied at 1 h /application ed t gal/sq (12 A,. 31' or "Polyfoam ', applied at r application shed 1 gal/se (1' 81' or'Polyfoa tin) mils). ldry mils). (•• • e9s). 14/2 • gal/sq ( .f. 1]', any thickn b'i0', applied at (various colors ROOFING SYSTEMS (TGFU)— Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the everlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens-Deck" in hot asphalt. ' GAFGLAS Stratavent.Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • Type G2 asphalt glass mat base sheet (" GAFGLAS #75 Base Sheet" or " GAFGLAS 180 Premimum Base Sheet ") is a suitable altemate for Type G1 asphalt glass fiber ply sheet (' GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A. D or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent-Ply) for nailable decks . Perforated to be mopped and nailable to be aechamcally attached granule side down. As an option Type G2 asphalt glass mat base sheet (" GAFGLAS i175 Base sheet", " GAFGLAS 1180 Premium Base Sheer or " GAFGLAS Stratavent (Vent -Ply) ar nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ' GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following ystems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically stened. Unless otherwise indicated, all insulations may be hot mopped or mechanically stened. ' GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class , 8 or C systems listed below. When "partite' Is referenced,.this includes " GAFTEMP PERMALITEr, or any her UL Classified perlite insulation. ushed stone or slag are suitable alternates for gravel in any of the Class A, or C systems listed. structural cement fiber building units are considered suitable to be Included a deck in the following Class A, 8 or C systemstisted over C -15/32 or NC. he use of gypsum board under any of the following Class A, 8 or C systems es not adversely effect the rating. The use of 1/2 in. min gypsum board is acceptable alternate for insulation over C -15/32 decks. e use of polystyrene insulation board between min 3/4 in. perlite board • deck with rosin paper (perlite/rosin paper /polystyrene /perlite). is a table alternate for isoryanurate board in the. following Class A, 8 or C toms. • GAFTEMP isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP mposite A" may be substituted for any isoryanurate insulation in any of the owing Classifications. rumbutt "Perma Mop" may be utilized with any of the following "Asphalt Felt tems with Hot Roofing Asphalt". AFGLAS 1180 Premium Base Sheet may be used in any of the following ems. Class A, B and C. • of roofing asphalt, for use with organic and glass felts or modified bitumen branes. Class A Deck: C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, lass Aber. isocyanurate, urethane, perlite/isocyanurate composite. perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. .Surfacing: Gravel Deck: C -15/32 . Incline: 2 • .Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane;pomposite, wood fiber /isoryanurate composite, phenolic,, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4' or "GAFGLAS Ply h)',•any thicknes (la dry•mits). at a rate of *se or 'Gaco the broad " at 7-8 Ib /sq 6 • • ir mils , Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheer. ) . Deck: NC, Incline: 2 Insulation' (Optional): One or more layers perlite, wood fiber? glass 81306 ( fiber, isocyanurate, urethane, perlite / Isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. le utilized as max. Lions. J Pty Sheet Two or more layers Type GI "GAFGLAS Ply 4" or " GAFGLAS Ply 6eorgia•Pad 6 ". Iancombustid Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". baling system beck: NC Incline: 1/2 �Trie iglnt3 ^an �r -vn irpr: "r cnrhnrm R /, in m.v h9t mopped. TO /TO "d 0b22i✓' Si 2 i i1 rsr5 LAS SU'2 1. Deck: C.15/32 Incline: 3 -1/2 • Insulation (Optional): One or more Layers perlite, wood fiber, glass fiber. isoryanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. • Ply Sheet Two or more layers of Type G1' "GAFG Ply 4' or 'GAFGLAS Ply 6 Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.. 2. Deck: C -15/32 Incline: 3 -i/2 Insulation (Optional): One or more layers perlite, wood fiber, glass. fiber, isocyanurate, urethane, • pertite/lsocyanurate composite, perlite/ urethane composite, wood fiher/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. • • Membrane: One or more layers of "Ruberoid Torch' (smooth or granule), 'Ruberoid Torch.PIns" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus' (granule). • Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot Class C • Deck: C - 15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate; urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any ' thickness. • Ply Sheet: Three or more layers of Type 61 " GAFGLAS Ply 4' or " GAFGLAS Ply 6 ".' Surfadng: ".Special Rooflhg Bitumen', 20 Ibs /sq. COAL TAR FELT SYSTEMS S Class WITH A HOT ROOFING COAL TAR Deck: C.15/32 inclines 1/2 ' Insulation (Optional); One or more layers perlite, wood fiber, glass fiber, isoryanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood flber/isocyanurate composlte,.phenolic, any . thickness. PIy Sheet Three or more layers of Type G1 ' GAFGLAS Ply 4' or 'GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. ; Surfadng: Gravel COMBINATION HOT AND COLD SYSTEMS • Clan A Deck: NC incline: 2 Insulation (Optional): One or more layers perlite, wood fiber•or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS 4' or " GAFGLAS Ply 0'. Surfadng: Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal /sq. i! V9P Y Aky rjh r niJuu•. , 1. 1. ROOFING SYSTEMS (TGFU)— Continued • Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber, mat system. ,. , , , 5 peck: C•15/32 Incline: 1 Slip Sheet (Optional): Red rosin piper, nailed to deck.'"L Base Sheet One layer of Type G2 ' GAFGLAS 1175 Base Sheet" (may be • nailed). Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGIAS Ply 6', Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type 62 " GAFGLAS 111S Base Sheet". Ply Sheet One or more layers of Type G1 ` GAFGLAS Ply 4" or GAFGLAS PIy 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet.'. 7. Deck: C - 15/32 Incline: 2 . Insulation: One or more layers perlite, glass fiber, isoryanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in, min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1,.$2.-or G3. Membrane: One or.more layers of "Ruberoid Torch' (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, partite/ urethane composite, wood fiber/isocyanurate composite, phenolic,-any . thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane; One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). ' ' . Cap Sheet "GAFGI AS Mineral Surfaced Cap Sheet", hot mopped, 0 'r3HdH �� h] : i TO'. O.? R d _it'd MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami Expires:12 /16/2002 Approved: 12 /16/1999 FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 =2908 application for Product Approval of: PRODUCT CONTROL DIVISION Your a pp pp (305) 375-2902 PAX (305) 372.6339 Alt::sa "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may,revoke, or the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS ,. BUILDING CODE & PRODUCT REVIEW COMMITTEE, This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. I of 8 9E:60 00. 91 Nfll MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAOLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 ranctsco : Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ALMAR (USA), INC. 1. SCOPE This revises a roofing system using Almar 'One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 ol:'this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Jvianufacturcd by Amacaz Dimensions One Piece 'S' Tile Trim Pieces #43 Coated Base Sheet et ACCEPTANCE : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE-OF ACCEPTANCE: STANDARD CONDITIONS Category; Prepared Roofing Sub Category: High Profile Tile I =18%" w. 10" thick thinal ti 1.= ■4ries w = varies varying 'thickness 2.1 Components or products manufactured by others 1 rod ct Dimensions #30 Felt N/A N/A Test Specifications • PA 112 ; High profile clay roof tile. For direct deck or ' batten nail -on mortar set or adhesive set applications. r • PA 1 12` ':•Accessory trim, clay roof pieces for use at hips, ' = rakes, ridges and. valley terminations. Manufactured for each tile profile. Test $neciifications ASTM .. 226 type I1 • Product Description Saturated organic felt to be used as a nailed • anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for , single or double ply underlay • GHr L' 71aAA..,._ D_o_^ Product Descrir)tIon Manufacturer generic generic ALMAR (USA), INC. Product Roof Tile Adhesive ( "Polyproe AH160 ") Tile -Bond 3. LIMITATIONS NOTICE OF ACCEPTANCE: STANDARD COND ITIONS Test Product Dimensions Specifications Description Quickcrete Roof N/A PA 123 Tile Mortar N/A Factory premixed canisters See PCA ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component . polyurethane foam'roof tile adhesive C.C. • OYJ 1' )U . 7 L IYI IL Manufacturer Quickrete Mortar (with current NOA) Polyfoem Products, Inc. (with current NOA) Flexible Products (with current • NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County; Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable: Roofing Applications Standards listed section 4,1 herein, 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature, 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. . 4. INSTALLATION 4.1 Almar 'One Piece S' Clay Roof Tile and its components. shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS .118, RAS 119, and RAS 120. Frank Zuloa1 Table 3: Attachment Resistance Expressed as a Moment -.M (ft -Ibf) for Nall -On Systems - • Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) • • Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 i 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 ; 7. 3 1 . #8 Screw 28.7 28.7..: N/A • 2 .#8 Screws 58.2 58.2 ' 26.8 1 -10d Smooth. or Screw Shank Nail (Field Clip) 23.1 . 231' 19.0 • • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 i 24.0':' 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 i 38.6 . 2 - 10d Smooth or Screw Shank Nails (Eave Clip) 38.1 36.'1 ' 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 Installation with a 4" tile heedlap and easterners are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M. (ft -Ibf Tile Profile 3 ":12" or less 4 ":12" . 5 ":12" 6 ":12" I 7 ":12" or greater One Piece 'S' Tile Battens Direct Deck Battens Direct Deck ' Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 ALMAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Fran Zuloaga, RRr [..C- • l'JYJ J . 71 14111 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 A AA 7 . A l. JLA Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft3) Profile Batten Application Direct Deck Application One Piece 'S' Tile 0.253 0.274 ALMAR (USA), INC. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Fran Zuloaga, RRr [..C- • l'JYJ J . 71 14111 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 A AA 7 . A l. JLA PROFILE DRAWINGS ONE PIECE `,S' CLAY ROOF TILE ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE QF ACCEPTANCE: STANDARD CONDtflONS Frank ZuloaEa. RRC Lz:60 00. 91 Nfl ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :Decembor 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1, Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are n� older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a. There has been a change in the South Florida Building Code affecting the evaluation of thls product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, Is no longer practicing the engineering profession. 4. Any revision or change in the materials, .use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Mlami -Dade County, Florida, and • followed by the expiration date may be displayed in advertising literature. ; if any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. _ 7. A copy of this Acceptance as well as approved drawings and other documents, where It applies, shall be provided to the user by the manufacturer or its distributors and shall be available - . for Inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC • • Fro iu o r2 RR WVtS: 6 =o.00a ._• 9 f MIAM10ADE RO r _ CO T • • L .OT CE OF E ' TA ► CE Polyfoam Products, Inc. • 2400 Spring Stuebncr Road Spring ,TX 773834132 The expense of such testing will be incurred by1thc manufacturer. ACCEPTANCE NO.: 01- 0404.01 EXPIRES: 02/042003 APPROVED :„1;11 0/2nnj A , f i MQ : 17 MIAMI -DADE COUNTY. FLORIDA NICTRO -DADE FLAGLER BUILDING c :w r1LAC:rclt I.ICENstNC; s►:CTIDN (105)175 -2527 FAN (305)375-2W CONTRACTOR F :rVI•O1tC►:1ICN'I' DI1'INION (305)1')5.2944 FAN OU5) 375 -2)n3 nuI►.I)INC CODE ComrLI,tNCE OFFICE ME RO -DAnt: fI.AG1.ltlt BUILDING 140 W1:.Ct' FI.. \GI.CR STKf:r, NUITI: 16U3 MIAMI. f1,ORIDA 33130.1563 (JIM 375.29111 FAX (305) 375 -290 Pltouucr Cn,1 t1t01, I)1visloN (30)37S-294 FAX (305) 37_.6339 Your application for Notice of Acceptance (NOA) of Two Component Polyurcthcne Foa Tile Adhesive under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions sprained herein. This NOA shall not be valid after the expiration dart: stated below. BCCO reserves the right to secure this product or material a any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify; or "suspend the use of such product or material -immediately. BCCO reserves the right to revoke this approval,• if it' is- determined by BCCO that this product or material tails to meet the requirements of . the South Florida Building Code. Raul I drit ucz .. . Chicl'Product Contiol Division T1IlS iS Tiir CnVF.RSHF_.rT, F.F. ADDITIONAL 1'AGtS FOR Sir.C!FiC AND CF.NRRAL c i3Uii,piNG C01)F. & PROr)UCTBFvTEw COMMITTEE This application for Product Approval has been reviewed by the i3CCO and approved by the 'Building Code and Product Review Committee to be used in Miami -Dade: County. Florida under the conditions set forth above. Francisco .1, Qt .i, :R.A.I Miami Dade County Building, Cucic Compliance OI'licc 11sO4S0001 \pe20001%templacalnoute 2CCep4nce Myer pa`a.dot Internet moil address: postmaster (ohbuildingcouennlinc.com 1ulncpagc: htt (:/ /W'Ww.builJiICco 954 578 1.042 PAGE. 02 ,u�.� . " T.7 :cli TO, . tT 1 . " 'olyfo:►rn Products Inc. ACCEPTANCE No.: 010404.01 Iloontslc ASSEMBLY APPROVAL Got aAr . Roofing Sub Cateenry: Roof Tile Adhesive M:Iterints: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfuam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where die design pressure requirements, as determined by applicable building code. does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high prolile roof tiles system using Potypro0 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an'uplift based system for doubly: patty systems 2 . PRODUCT DESCRIPTION Manuticturcd by Test 1► 1 Product 6pP nt ii pimensions S �ecificalions Dv cription Polypro® A1.1160 N/A PA 10 I Two . comport polyurethane N Dispensing Equipment DiNpcnsing Equipment foamproe RTF 1000 ProPacke 30 & 100 N/A TI IA1 QA ' G11 no . 1 O Approval Date: Mav 0 2t Expiration Date: Fehru t 2o1F3 2.1 Components or products manufactured by others: which list uplift ft resistance values with the use of Poh•pro A11160 roof tilt adhesive. Any Miami -Dade County Product Control Accepted Roof Tile Asscnibfp flaying a current' NOA 2 . 2 Typical Physical Properties: Proper Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Pin►cnsional ASTM 0 2126 Stability ASTM D 1623 • ASTM D 2127 ASTM 1196 1 Roults 1.6 Ibs, /112 I8 PSI Parallel to risu 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsMC'i 3.1 Perm / Inch +0.07% Voluni, Change u. - 4n"'17., 2 . weeks i-6.0% Volume Chanel: tumidity, 2 %veeks Drank %uluaga, ItRC Product Coulrol L'xmnincr GG'A- LT�n__sA w-� I Polyfo_am rroductsj ACCEPTANCE No. , : 01- 0404.01 Note: The physical properties listed above are presented as typical average values as determined by Accepted ASTM test methods and are subject to normal manufacturing variation. 3. L INIITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. • 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlaymcnts shall be in compliance with.the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypi AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F' = • :.MS INSTALLATION 4:I Polypro® AH 160 :may.be used with any roof tile assembly having a'currcnt NOA that lists uplift resistance values with the use of Polypro® Al 160. 4:2 Polypro® AI-1160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. T roof file assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient anachmeneresistance, expressed as an uplift based system, to meet or exceed the uplift resistance deterrined incompliance with Miami County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA ' 43 Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction: and Maintenance Booklet. ; 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between, the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved, 4.6 Polypro® AH160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment ,only. . . 4.7 Polypro® AH160 shall not be exposed permanently to sunli 3 Frank Zuloaga, 1tRC Product Control Examiner oncC _tan Table l: Adhesive PJacerocnt For Each Generic Tile Profile TileProfilc Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. _Iprams) N/A Flat, Low, High Profiles _ I I 35 17 /side on cap and 34/pan 24 N/A ,... •■._. N/A High Profile (2 Piece Barrel) #1 in Fiat, Low, H h Profiles Flat, Low, High Profiles t 3 11 •.f •1. .:i Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0404.01. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must bo set within 2 to 3 minutes after Polyprca AH160 has been dispensed. 4.9 Polyproe AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro'A Ai-f160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIR.EM'NTS , 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polyfoom Products. Inc_ ADHESIVE PLACEMENT DETAIL 1 . SINGLE PATTY ACCEPTANCE No. : 0141404.01 • Nail Nava% plastic esnuAt bvs W, Eno Mutt In. Mel. 4 CI cm* auti xi*" s • . won MM in csusit utni the pi p anP 0.1 100 911 Pm* t 4.Tvnl cows uss4s domt Plact 14ash, ifl s I ki. from algal& att glohit th T1 tut/liar ti Cchlsi ?My Ikass 010 Hsi Oils ...m••••■■■■•■ Frank Zuloaga,.R.RC ProducIControl Examiner 954 578 1042 PAGE.06 . • • ntvfQam Products. Inc. ACCEPTANCE No.: tll -0 1. Renew-a1 of thii Acceptance (approval) shall bc considered after a renewal application has bccn filed and the original submitted documents, including test - supportin data, engineering documents, arc no older than eight (8) years. 2. My and all approved products shall bc pcimancntly labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Como, Approval ", or as specifically stated in thc specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considcrcd if a . Thcrc has bccn a change in the South Florida Building Code affecting the evaluation of this product and thc product is nor in compliance with thc code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If tha Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. •tic engineer who originally prcparcd, signed and scaled the required documentation initially submitted, is no Iongcr practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically. cause for termination of this Acceptance, unless prior written approval. has been • requested (through thc filing of a revision application with appropriate fee) and granted by this office. S.• Any of the following shall also bc grounds for removal of this Acccptancc; a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advcrtisinr, or any other purposes. 6. The Notice of Acccpwnce number preceded by thc words Miami - pads County, Florida, and followed by the expiration date may be displayed in advcrtising literature. If any portion of rho Notice of Acceptance is displayed, then it shall, be done in its entirety. 7. A copy of this Acceptance as w•cfl 0.1 approved drawings and other docwricnts, tvhcre it applics, shall bc provided to the user by the manufacturer or.its distributors and shall bc available for inspection at the job site at all time. The engineer nod not rascal the copies. • 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. • This Notice of Acceptance consists of pages I through 8, END OF THIS ACCEPTANCE • 11 11 1. IM A_J17 it nil. nn 8 Frank Zuloaga, RRC Product Control Examiner Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/29/2002 Applicant: BEVERLY Owner: MUZII Contractor P L ROOFING Local Phone: 305 - 823 - 8263 Parcel # 1132060135430 Job Address: 358 NE 100 ST Fees: FEE2002 -530 FEE2002 -531 FEE2002 -532 Permit Status: Approved Work: REROOF (FLATILE If there is no permit packs fee is $50.00, which must bt This Permit is granted to the contr ordinances pertaining thereto and wi and approved by the proper municip authorization. A further condition of ordinances and regulations pertainit by his agents, servants or employe. Signed: In consideration of the issuance with the plans, drawings, statements 01 myself, my agent, servants or employes. Description Building Fee CCF Buildier's Bond TntaI Fees: Signed: Building Permit Permit Number: BP2002 -156 GURNEY BEVERLY Address: 4789 PALM AVE SUITE #125 Cellular: Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 OF LOT 4 & ALL OF LOT Amount $230.00 $6.00 $300.00 $536.00 Total Fees: $536.00 Total Receipts: $0.00 • g SaV11O0 [s6 � OE9/6 - 1 99962 �a (Contractor or Builder) 07 bt00 :1Lh00 OOf 90:I .n99962 O 31 �d BY: Qn n9R 00 CC 1 d .1-1 b31MH S '31S "31W 11 17Vd 6SL6 'd1103 C9z al Hd JN1dOO11 '1 'd n.nr pa�u- u_ a0J IM HOY ue8 3 H101 AVd NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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. Legal description of property and street address: g 2. Description of improvement: 3.Owner(s) name Interest in property: Name and address of tee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as ro by Section 71 3.13(1)(a)7., Florida Statutes, p vtded Name and address: 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ date is specified) Signature of Ow Print Owner's Name n 893860 /l1_ Sworn to and subscribed before m ! his 7n!` Notary Public Print Notary's N My Commission Expires STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a tr r�gpy of the orrgmal d in this office on day of L , A0 20 D� Seal. AI A- it and County Courts D.C. Prepared by P • 4,4 e - (. e- -ot,f, -mot Address: 1 5 Z �4.1 L 17—S 031 , FL. 33O12, STATE OF FLORIDA COUNTY OF DADE. }SS. Street and Number where work is to be done Permit No. Disapproved 1� � f1�C n Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ibt A ` /A 4 13 ' I il b 1 A/A" Date 19 &B No. 35 v Street AEE )u v Registered Architect and/or Engineer - Name and address of licensed contractor �/ ••b� cation a d legal description of lot to be built on: `/ 3�e� �7 �% \� �V + Block 'v Subdivision .e-` / P"5 1 0 1/ 470 j5E5 NE too ST State work to be done and purpose of building (by floors), state exterior colors (submit samples) Remarks (Signed) 8 V26 Date f/ /O e Read, Sworn to and Subscribed before me. and for no other purpos airs New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S 1) C ? X..en !f V Amount of Permit $ ©D Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has comp :. with t provision thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this • 't; a will po r ause to be posted for i pet on on the site of the work such public notice or notices as are required by the Act. The undersigned agrees y su ontra ctors.pn work to be pe med under this permit. as are licensed by Miami Shores Village. t. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. Notary Public. State of Florida to me well known. (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement co ure plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progreu of the work. Owner's Name and Address MIAMI SHORES VILLAGE Thomas E. Balt_e.k.. Registered Architect and /or Engineer , .:.. ,,.•••...•..,,n,rtrwr,•,,. Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors)....... R.D?T1.4YQ ._ axi.s LID _LiaOf .._........_. ......_._._._. Tin ... cap _.1 -30 #....felt. Mop ...,l.r9(1#- g.late-.. Install white, flat tile. 20 Squares New Building Remodeling Addition Repairs X To be constructed of Kind of foundation Estimated Total cost of improvements $...43.3.0._.00 Amount of Permit S. 20.00 Zone cubage required plan Cubage Distance .to next newest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. B.i.s.Cayne...Roofin Co.. 5180 E. 11 Ave. Hialeah, Fla. 33413 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Prominent Sup clement, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only s ubcontractors, on work to be pyytormed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, i COUNTY OF DADE. ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared James T. lAin and who, being by me first duly sworn, upon oath deposes and says that he is the. Roofing COritracto of the above described construction, that he has ca efully read the foregoing application, and that he did sign the same, and that all facts therein by him stated aree true. . Permit No "" J ` Date 3 (3 Read, Sworn to and Subscribed before me. Disapproved (Signed) Building Inspector BUILDING INSPECTION DEPARTMENT 358 N.E. 100th St. Date... ..._...__...r.. June._? $..._.__........ 19..8 3 No.. au. Street • E . 10 0 S t. Biscayne Hialeah,. -Fl Y _�04�.7��7.t�. ...... a. 518IJ.�_...1.L..Aue.. Notary Public, State of Florida My Commission Expires cement and for no other purpose. No. of Stories 1 _ Roof Covering Tile ............._.. -- to me well known, PLANNING BOARD DATE Chairman Member Member Member Member .. .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'lannir.g hoard. A rc- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _.35 N . E . 100th S t r e e t State work to be done and purpose of building (by floors) Repair leak in White, flat tile roof. ( 1 Sq . ) and for no other u D rpox• New Building Remodeling Addition Repairs X No. of Stories 1 To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements $ ... 35 0 • 0 0 Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to Biscayne Roofing Co. 5180 E. 11 Ave. Hialeah, Fla. 33013 ............. . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hire in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. r /� Remarks... (Signed)....... v STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Disapproved ...V4 (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. Date..._..._......._....__ O C t : _.. r.d .__......... , Mrs. L. Bartlett _ No...... .3S8...__. Street_. N.E.100 St. Date Biscayne Roofing Co. 5180 E. 11 Ave. Hialeah, Fl. Amount of Permit L 15.00 _Plan Cubage Size of Building Lot and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. n'� M Permit No.._..!v 1..3_.......... Date.__IY.�_9 i Read, Sworn to and Subscribed before me. r1. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD _.._.... ..DATE Chairman Member Member Member Member Member Council Approved. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re Ice of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. peared MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address .Quatraro...Conist, No...2301 . street_183r4- St.. Registered Architect and/or Engineer VII' .1.,S1,217 Prt 2.1,1 Name and address of licensed contractor...Bi.sOayna...110.0..ting. Co.. Location and legal description of lot to be built on: Lot Block Subdivision E., ipOth Street and Number where work is to be done .158 IsT. $t, State work to be done and purpose of building (by floors) mop 2-15# fe1t4 and gravel, and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Coveringthailt - up 7 ago,. Estimated 350.00 ated Total cost of improvements $ A,mount of Permit $.. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such • ntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed).. Chairman Member Member Council Approved STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- Notary Public, State of Florida NNING BOARD DATE to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully readee-kregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No......... (..t.cir 1 Date Read, Sworn to and Subscribed before me. Disapproved r Dat (Signed) ) Building Inspccto My Commission Expires Member Member Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/Or workmanship. Owner's Name and Address._ Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivisio Permit No Disapproved ___� D (Signed) Building Insp or MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Street and Number where work is to be done ____ State w k to be done and purpose of building (by floors)______ i/,4" I hereby s b t all the ind spe ifications for id building. All notices with reference to t be sent to 1. •1 :. 46 1 or notices as are required by the Act. The undersigned agrees to employ only suc permit, as are licensed by Miami Shores Village. Remarks (Signed) Date / , 19 6i Street .5 1 B 0. No 0 and for no other purpose. New Building Remodeling Addition Repairs No. of tories. To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7? Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor e building an i const we c The undersigned applicant for this b ilding ennit does hereby certify that he understands and accepts his obligations as , n employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspe/tion on the site of the work such public notice actors, �n w to be erformed under this -' -� Read, Sworn to and Subscribed before me. aft /l • STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him st ted ar tr _e C. Date /r , Notary Public, State of Florida My Commission Expires ANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. be Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date September. 26 , 19 6Q Owner's Name and Address._......... Mr_a.... Mir oh No 3;z8 Street NEl00th St. Registered Architect and /or Engineer Name and address of licensed contractor.Id4.a1. 4Qfing de 6 heet Mete, forks Ino. 261 NE 73rd St., Miami, Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 33 1___ St....Men o Florida State work to be done and purpose of building (by floors) _Repair _._leaks ..._in._ tile. _rolLtf_..QA_._residenoe, CBS sent no squares Maximum live load to be borne by each floor Permit No Disapproved ________ ( Signed) MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT and for no other purpose. New Building Remodeling Addition Repairs a No. of Stories one To be constructed of Kind of foundation Roof Covering wood deok Estimated Total cost of improvements $ 185 X 00 Amount of Permit $ 5.00 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot I hereby submit all the plans and specifications for said building. to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on th site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such . on actors, o work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed).. STATE OF FLORIDA, COUNTY OF DADE. I ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described co truction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him shed ark ue. ' Date ate Building' spector BUILDING INSPECTION DEPARTMENT All notices with reference to the building and its construction may to me well known, ead, Sworn to and Subscribed before me. •v Notary Public, State of Florida My Commission Expires PLANNIN BOARD DATE Chairman 1 Member Member Member Member ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.