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785 NE 96 St (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Dit. 06/22/2000 Job Address 785 N E 96 St Tax Folio 11 -3206- 014 -2270 Legal Description Historically Designated: Yes / No Master Permit # 4 9 /02i 4� Phone 305 759 -8568 Owner/Lessee /Tenant .Tulin Perez Owner's Address 785 N E 96 St Contracting Co. POPULAR ROOFING INC Address 7953 N W 163 TPr Miami F1 33016 Qualifier /V01(67 4-9 , . ) / - Phone 305 821 -5394 State # CC— CA57455 Municipal # Competency # 98BS00009 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION FLAT ROOF: INSTALL ONE 'BASE TIN CAP. INSTALL THREE FTBERGLAS HOT MOPPED, INSTALL ONE GRANULADO CAP SHEET HOT MOPPED. Square Ft. 1431 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above- ed contract r to o the work stated. Signature of owner :lie or Condo President Dat Vi7 �l ® - � -. � US i 6 ,23 -ov .: . a Notary as to 0 er an of �- My Commission �• fires: GLADYS j VILLAR ';,h' }NARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC71.9103 RAY COMMISSION EXP. MAR. 1 FEES: PERMIT RADON C.C.F. Estimated Cost (value) $3,700 00 Signature of Con Notary as to Contractor or My Commission Expires: > Owner- Builder NOTARY BOND TOTAL DUE ("6,-3 - -06 Date K ' rrrr3rrrrrrrrrrrrrr»rreeiNNate D a , ` '' -2 6 rbe ic, Martinez Notary Public, State of Florid ssioa No. CC 662562 oFFlO C om Exp. 07/09/2001 1 -3- NOTARY - I' . Notary Service & Bonding )))))))))))))))1 ))2)))))1)11 »Va %))))))))))) APPROVED: Zoning Building '‘.7,/r7/Ze-Qt Mechanical Plumbing Engineering NOTICE OF COMMENCEMENT ►% A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO N STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain renal property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 77p�//���� 9 1. Legal description of property and street address: 785 N R 96 St Miami Fl �a. /3 WA. d 2. Description of improvement: Re— roofing. 3. Owner(s) name and address: Julio Perez 785 N W 96 St Miami Fl Interest in property: Owner. ;Name and address of fee simple titleholder: 4. Contractor's name and address: POPULAR ROOFING INC. 7953 N W 163 Ter Miami Fl 33016 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 by Section 713.13(1)(a)7., Florida Statutes, Name and address: Notary Public Print Notary's Name My Commission Exnires• • nature of Owner Print Owners Name Julio Perez ,,,y� Sworn to and subscribed b: fore me this day of , 1 a�".� FR OFAMZE GLADYS J VLLIAR NOTARY runic sTATE nfr r~1 (MUM COMMISSION NO. 1 0714103 MY COMME S ON EXP. MAR 1 2 ` 102_ y lv ' 4 /41' - z D 008316397 2000 JUN 30 10:06 (•; of ces or other documents may be served as provided 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 different date is specified) Prepared by: Norberto Martinez Address: 7953 N W 161 Ter Miami F1 33016 z t A APPENDIX "F" REQUIRED OWNERS NOTIFICATIO\ 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 this appendix and to explain to the owner the con:_■t or this 1 The provisions or C'.aper 34 of the South Florida Code (SFBC) govern all the Ininintt;:'. requirements and standards of We industry for roofing system installations. Additionally, the following itenli sho•.:id be addressed as part of the a' recment between the owner a nd the contractor. The owner's ilhi'ial in tl:e adjacent box indicates that the item has been explained. SIP 1. Aesthetics- workmanship: The workinnnship provisions of Chapter 34 are for the p p.:rposc o:i providing that the roofing system meets the \`: ind resistance ,.:Id \'.'titer intrusion performance standards. Aes:hetics (appearance) issues are not a consideration \with respect to workmanship provisions. Aest'•ctic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of ti, n,reement between the owner and the contractor. . ,P 2. Rcnailing \Vood Decks: When replacing roofing, the existing wood roof may have to Le renai'e•o' 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) ja ? 3. Common Roofs: Common roofs are those \ ;inch have no visible delineation between nciThbori:,_ uits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /o: 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 deckin can be vi.twe.d from below. The owner may wish to maintain the architectural appearance, therefore, roofing n::i! penetrations of the underside of decking :nay not be acceptable. The SFBC provides the option of nh7:intainin.` this appearance. Ponding \\'titer: the current roof system nnd.'or deck of the buildinii may not drain \vch and m".'. cadse Wate to pond (accumulate) in low-lying 'areas of the roof. Ponding can be an indication of structur :' distress an d may require the review of a professional structural c n aincer. Ponding may shorten the lie`_ expectancy and performance of the new roofing system. Ponding conditions may not be evident until t•: ro.afl :l' System 15 removed. Pondint conditions should be corrected. • t 9 . 6. Overflow Scuppers (wall outlets It is required tha :. rainwater off f pp ( ): , � � to flo \ \ 0. f so that the r. o� is :•, _ : o'r erfoaded from a build lip of water. Perimeter /edge walls 07 o :h ^_r rQOF e.xlel1SIOn:s may block this d ._I'.7: _e • overflow sc uppers (wall outlets) arc not provided. It may be necessary to install overflow. scuppers in a :cordan_: with Chapter 23 of the SFBC. • �� 7. Ventilation: Most roof structures should have so :nc ability to went natnrnI airflow. throti,h :'._ iatcri: of the structural assembly (the building itself. The existing nnhoun: of a:tic ventilation shall not be r,dn.cd. may 'o beneficial to consider n dditional venting which can result in extending the service life of the ro P Q S. The owner may contact the Nlianhi -Dade County Consumer Services Department information regarding the above. O∎ ncr /Agent Signature D:Itc Contr,l tor 's re UN ILIh'ORM Contractor's Name: \.) Job Address: 3S / S i ( ROOF CA'T'EGORY Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re- roofing ❑ Recovering ❑ epair ❑ Maintenance Flat Roof Area (ft I 1 Sloped Roof Area (ft Total (ft 14-3 Master Permit No. Exposure category (per ASCE 7 -88): C— Building Classification category (per ASCE 7 -88 table 1)71 _ Ft. Ft. v A V 4 S G c �' Deck type: ATTACHMENT Fastener Type: \ ` !-� G SO°N■ 1,./(41 SPACING Field: 1. Perimeter: Corner: 123.01 -78 9/96 ROOF HEIGHT AND SYSTEM DETAILS 6 ) 5 � (Draw details as needed) V ` N S� S� -\e 't b\ ti f \' \* DETAIL 1 & 2 Appendix "E" OOIF ING PERMIT APPLICATION PROCESS No. I S Page -1 r r r - -- �r r ROOF PLAN Deck type: Underlayment: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: Ridge Ventilation? Fastener type & spacing: Cap Sheet: MEAN HEIGHT 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roo (Pmaxl: x X (Aerodynamic Multiplier): ) - M (Pmax2: X ? (Aerodynamic Multiplier): ) - M (Pmax3: x X (Aerodynamic Multiplier): ) - M Covering: - Drip edge: TILE CALCULATIONS = M = M Page -2 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals PCA: PCA: PCA: ROOF COVERING MATERIALS (TEVT) .. ROOFING SYSTEMS (TGFU)— Continued "•brjartl and overlayment board are offset 6 in. with the joints in the ' ene is part of the roof system, it must be placed below the board. `pie plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to in -hot asphalt. Stratavent Nailable Base Sheet" may be mechanically attached or over noncombustible decks and as a recover over existl roof : • \\ • Perlite Insulation may be utilized as a cover board over "EVERG 'in any of the following systems. . ' ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Ge2'asp 9 i halt lass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS l • 1...,. mrmurti Base Sheet") is a suitable alternate for Type G1 asphalt glass Ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof indicated below. ibof deck may first be covered with a Type G2 asphalt glass mat base t/GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent .'piyj for nailable decks ". Perforated to be mopped and nailable to be 'anically attached granule side down. "an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base t", " GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) .;bailable decks ") may be substituted for G1 asphalt glass fiber ply sheet '( GAFGLAS Ply 4" or "GAFGLAS Pty 6 ") as the nailed base ply in the following r systems. ' Bottom ply or base sheet may be solid mopped, spot mopped or mechanically �; fastened. % : Unless otherwise indicated, all insulations may be not mopped or mechanically fastened. ' GAFGLAS Flashing" or "Ruberoid' may be used for flashing in any of the Class B or C systems listed below. When "perlite" is referenced, this includes 'GAF EMP PERMALITE=" or any :ther'JL Classified perlite ins;;'.oz or:. Crushed stone or slag are suitable altos, rates for gravel in any of the Class A, or C systems listed _ ;tructura' cement fiber building units are considered suitable to be included r r systems r, a deck in :.e �o,lo�rtn; 'gar A, _ or - sw; -_ms listed over C-15/32 or NC. use of gypsum cog r.aer _n, cf .7.,ass 4, o or C systems .ces_not adversely E.iC• =t f. -.2 r3ang. The use of 1 2 in. Tin gypsum Gard is :ccessab•le alto;na :a insu.ation o er C-15:32 se use of p;hstyrene i^A.latiiir board bettreen min ;in in. perlite board and duck with rosin: pope. (pertite/rsin caper'eolyscyrene /perlite) is a alternate for isocyanurate board in the following Class A, 3 or C . ••items. "GA.FTF.MP is'therm RA "6,AFTF.M.F tapered isothenn RA and _., =_MP ' -0'f,oslte 4" may be sup:- ::;Leo fc,r any :so.:,'anura :e insulation in any of the following Classifications. Trumbull "Por :na Mop" may be utilized v•i:h any of :he fotlov,ing "Asphalt Felt Systems with riot Roofing Asphalt'. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 • Insulation (Optional): One or more lavers per.ite. wood hoe!, glass fiber, isocyanurate, urethane, periite /isocvanurate composite, periite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. `2... Deck: C -15/32 Incline: 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 Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3 Deck: NC Incline: 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, 2 in. max. P Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 1/2 Insulation: One or two layers 'Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt gl�fibet 5. Deck: C- 15/332 Incline: I Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". — 6.__Deck NC Incline• 3 1. 1. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued 133 Base Sheet: One layer of Typ G2 "G #7- 5- Base.Sheet'. Ply Sheet: One or more Layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 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, isocyanurate, 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 61, G2 or G3. Membrane: One or more lavers 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, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more lavers of Type G2 or G3. Ply Sheet (Optional): One or more Lavers of Type 61. Membrane: One or more lavers of "Ruberoid Torch" (smooth or cranute }. "Ruberoid Torch Plus (c :anuie). "Ruoeroid Mod' (smooth or granule) or "Ruberoid Mop Plus ( crarute). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot -. -led. Class B 1. Deck: C- 15/32 Incline: 3 -1/2 Insulation (Optional): 3ne or :ncre lavers perlite, wood Fn fiber, isocyanurate, uret,a:le, oeriite/isoyanurate composite. p: °r'i urethane composite., :loo: fiber/isocyanurate composite, phcr.,ir_, any thickness. Sheet: "GAFGLAS P. - Ply Shee.. TWO cr more ,aVerS nr rap_ _1 `GAruLr".� Ply 4" ,,,��., =. -. Ply 6" Cap Sheet: Type 63 "GA=LL=S .Mineral Surfaced Cap Sheet ", hot moored. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): _ vers oer:i :e. wood . as fiber, isocvanurate, ure :sa-re, neriiterisocyanurate composite, perlite; urethane composite, 'wood fiber /isoc composite, phenolic, ary thickness. Base Sheet: Two or more .avers of Type 61, G2 or G3. Membrane: One or more .avers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruoeroid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more Layers perlite, wood f iber, glass fiber, isocyanurate, ure:nane, perlite /isocyanurate composite, perlite/ urethane composite, won fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 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 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class 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 Ply 4" or " GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. ( GAFGLAS® Specifications N- B -4 -M/ 6 and N -B -4 -M Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop Iwo plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and snail consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20 °o plus or minus. The appropriate aspnalt for the slopes involved must be used. 1 . Slope per fool Up to 3' 3'- 6' UL Class A A B Substrate C NC C Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV On slopes up to Y. inch per loot. Flat ASTM Type II may be used except in Florida, Texas, New Mexico. Arizona, and California. Surfacing Aply GAFGLAS Mineral Surfaced Cap Sheet in accorcance with the application instructions on page 20. so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENT' (Vent Ply) for Nailable Decks required for freshly poured gypsum decks. GAFGLAS 175 Base Sheet, GAFGLAS' PLY 6', and GAFGLAS Ply 4. For wood decks and structural wood fiber decks. when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet,' pages 18 -19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back -nailed 4 inch- es in from the back edge of the felt. See 'Installation on Steep Roofs,' page 10. UL Classification Slope 3' 3 Ys' UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/ inch thickness), oriented strand board (min. '/, inch thickness). NC a Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. N North, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailabie decks. For lightweight insulating concrete decks. see page 9. Materials Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphatt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Squartt Specification N- B- 4 -M/P6 N- B- 4 -M/P6 N -B -4 -M Guarantees Available Liberty Guarag*Rti - x.: ? 54141nC:_ 15 yr. West Zgrtg pat Woad 15 yr. . ; z- Lightweighf (See page 9.} 2+10, 10, 5 +5, 5 yr. Deck Type 1: Wood, Non - insulated New construction or Reroof Deck Description: 19 / " or •rest r iy-wood"oc wood plank decks System Type A(2): Base sheet mechanically fastened. All General an ystem Limt z ' . nsshall apply. Base Sheet: GAFGLAS® #75, AFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6, , GAFGLAS FIexPly, GAFGLAS® STRATAVENT® NNa -iiah1e RUBEROFD Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s / tin caps at a fastener spacing of 9" o.c. at the lap, 12 " ac. in two roe's staggered along the center ne of the • -e in the fieldT- Ply Sheet: T or three ply of GAFGLAS® PLY 4 ®, G FGLAS FlexPly 6 or GA - LASS -PLY 6.11 • ,eet adhered in a frill mopping. of approved asphalt applied within the EVT ran 3 at a rate of 20 - 40 Ibs.7sq:. _` Cap Sheet: (Optional) One ply of G &FGLAS® Mineral Surfaced Cap Sheet adhered in full mopping of approved asphalt applie within the EVT range and at a rat 0 - 40 Ibs.lsq.. Surfacing: (Required if no cap sheet is used) Install one of the following: I.GAF WEATHER. COAT® Emulsion with an application rate of 3 gal.!sq.; or GAF Premium Fibered Aluminum Roof Coating 'vi :h an application rate of 1.5 ga1Jsq.. ohalt flood coat at an application rate of 60 lbs. /sq. = 20% plus gravel or slag witi .n application rate of 400 lbs. :sq. & 300 lbs.: sq.. respec:i'. eiv. Maximum Desi n Pressure: � -45 psf. (See General Limitation 47) Produc: Control No: 97 0804.21 Maximum Fire Classification: 'A'. See G' neral Limitation #2. Maximum Slope: �:.1' ee General Limitation #3. , Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N-B-4-G/P6, N- B-4 -M, N- B- 4 -M/P6, N- B-4 -C, N- B- 4 -C/P6, N- B- 5 -C/PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 g a, Roofing Product. Control Examiner •• 7 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1'61 Alps Road ayne, NJ 07470 Your application for Product Approval of: G AF Conventional Built - Up Roof Systems for Wood Decks u nder Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: ynateclr Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. h been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida underthe specific conditions set forth on pages 2-40 and the standard conditions on page 41. ":'his app roval,shall not be valid after the expiration date stated below. The Building Code Compliance Office resery -s the right to secure this product or material at any ti r from a jobsite or manufacturer's plant for quality cont i testing. If this product or material fails to perform it} e approved manner, the Building Code Compliance Of ice may revoke, modify, or suspend the use of such / product or material immediately. The Building Code ompliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product cr 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.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 HIS IS THE COVERSHEET. EE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS ,BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11/04/97 Internet mail address: postmaster ©buildingcodeonline.com 1 w it METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 aul Rodriguez Product Control Supervisor PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County /7 Homepage: http : / /www.buildingcodeonline.com Applicant: GAF Materials Corporation - 1361 Alps Road - Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub- Cateso Built -up Roofing Type: Conventional Sub -Type: Fiberglass SvstenPf Description GAF Materials Corporation, a manu- facturer'of commercial roofing, products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen rooting systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 11800 - ROOF -4'11. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41. Product Control No: 97- 0804.21 Product Control No.: 97 0804.21 ApprovalDate: November 4, 1997 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood t Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Desi n Pressure -75psf, , __Maximum Fire Classification Classification Class 'A' Product Control No: 97 0804.21 Fire classifications and maximum design pressures do not reference all assemblies over all deck t pes. Review system listings for design ressures and ti)e Underwriters Laboratories Roofing Ma trials. Directory for Fire Classifications Page 3 of 41 ga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating C: .7 All V■ `lastic Cement R! BEROID® iodi led ;itume . Flashing Cement Jetblack Premium GAFGLAS 480 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 55 gallons 60 Ib. bags ASTM D 1863 5 gallons gallons allon.s Lallons gallons 3 so. roil 75 Ib. roll Sa. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 lb. roll 5 sq. roll ASTM 1227 ASTM D3019 3409 Page 4 of 41 Product Control No: 97- 0804.21 Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed esphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Refined asphalt biended with a mineral stabii :zer and :;begs. Pere;..., adhesion to we and dr s:..: ASTM D 4586 Fiber reinforc_d aol\mer modified AS T NI D 4586 Asphalt :lashing_ Cement ASTM D 4601 Asphalt impregnated and dated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oar ootinz Product Contro •0 d u ct , 7.1.='..FCLASO Cao Shtet C.A..T.GLAS® C''' TA ‘, ENTO J..,3•;;J:. / 5( ib. rc • iSr.)0.1 Tr OzVP va7:blls ..7 various Taper CA1 various !so:httrni RN 0. va7ious CerTIDOSilf: Test Dimensions ecification 76 !b. roli D 39,09 ASTM D 4S97 7 ) 367 AM D 36 PA ic) PA 1IC ?A I:e FA 1 PO Pa et 5 oft: F C:mcrn 97 Pnoduct Description acateti, glass :Tiber tna: cap sheet surtbce::: raineral granks. g"a:i.s base sheet impregnate:1 and caatecl on bcth sici.es with asphztt. Surface on the bortora ralnemi crahi.iies embedde in asphaltic with factor,' perforations. 0:25 Tice: mat f:lasbing 2,v2iiabie fl til 7izes. g ass anc 7 : insulation Tapered Por foam :nsuiction PA i :0 "::;:o.yisocyanurate foam insuiation with hi2i1 deasit:' fTherbcarti or Permalite •• • • _— Dernte insuictroh: / RonEng Product Control r..;;amirz Test Product Product Dimensions Specification Description Product Control No: 97- 0804.21 Manufacturer Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fasteners - for Construction 414 concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners 12 ISO 95± Composite Asphalt Primer EPS various PA 110 Extruded polystyrene generic insulation Al ;it Density `\food Fiberboard Petite /Urethane Composite various various PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridsed insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive ASTM D 41 Asphalt Primer generic PA 110 Wood Fiber insulation 'bcarc: i?eneric PA 110 Perlite / urethane composite generic board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic ed Rost various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum 12 PA 114 Corrosion resistant annular ring shank nails Page 12 of 41 generic I� • a g. Roofing Product Control Examiner -. Test Product Dimensions Specification Tin Caps MB aluminum r coating Dens -Deck #12 Roofgrip g14 Roofarip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95= E'NRG'Y -2 ISORoc Min. 32 ga. x various round various various various PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 P.A. 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Product Description Corrosion resistant circular discs. Insulation fastener and metal or plastic plate Polyisocyanurate foam / tockwool composite insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of4I Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) RSofing Product Control Examiner 4 Test Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. OT4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 1VSA4..AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1R1A6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 1 14 J.I. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4 4 7 0 - P . 1 1 4 J.I. 1B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK 11819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation -Wind Uplift PA 114 44482.02.95 -1 02.02.95 TEST REPORTS Product Control No: 97 0804.21 Page 17 of 41 Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97-0804.21 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory, and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated. laid dry.A base sheet may 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 o; 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 3 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 38 of41 ran Zuloaga, Roofing Product Control Examiner Page 40 of 41 Product Control No: 97- 0804.21 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery /re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Buiiding Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. fieid, 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 #7 will not be applicable.) Roofing Product Control Examiner 4 . GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 1 Product Control No: 97- 0804.21 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ', or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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 ofa revision application with appropriate fee) and `ranted by this office. 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 Metro -Dade County, Florida. and followed by the expiration date may be displayed in"advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with an' section of thia be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 oaga, Roofing Product Control Examiner 0 4 Product Control No: 97- 0804.21 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 Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade Ccunty Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Rooting Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 75 Ibf., as tested in compliance with PA 105. lithe fastener value. as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be With applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Roofing Product Control xam /.O(-1 6#046g 0//aid PROPERTY ADDRESS: 785 NE 96 ST. PERMIT No: BP2002 -1848 OWNER: Julio & Martha Perez PCA No: CONTRACTOR: Florida Roof Tech ROOF PITCH: 3/12 ROOFING SQUARES: 29. 5 sq INSPECTION DATE; 12/04/02 TILE TYPE: Monier TEST DATE: 12/12/02 CONTACT PERSON: Yusi (786)486 - 6468 JOB NUMBER; TEST TABUL Testing Equipment: Digital Chatillon DFIS 200 ✓ ,r4/ i '` t`� J/vi� ad Testing Force: 35 Ibs No. RESULT No. RESULT No. F No. RESULT 1 -5 Passed 21 -24 Passed 41 -45 91 rasseu -95 6 -10 Passed 25 -30 Passed 46 -55 76 -78 96 -100 11 -15 Passed 31 -35 Passed 56 -60 79 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 86 -90 106 - 200 THIS ROOF HAS PASSED: 7d FAILEI - 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106 Ling Building Solutions For The Construction Industry ineering & suiting, Inc. P.O. Box 770694, Miami FL 33 177 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 Voice: (786) 486 -6463 44 42 38 35 45 43 41 40 39 36 34 1 3 6 37 "ROOF SKETCH" 2 9 12 15 17 7 10 13 16 8 11 14 18 28 26 22 19 30 27 24 21 31 29 25 23 20 32 33 Lab Report No. 02- 120057 Certificate No.02 0501.06 Flatec @bellsouth.net Fax: 305- 408 -1367 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........ Registered Architect and /or En 'neer... b e sent to ... . . ... .... MIAMI SHORES VILLAGE BU'...DING INSPECTION DEPARTMENT APPLIr/ TION FOR BUILDING PERMIT Name and address of licensed contractor Location and legal description of lot to be built on Lot Block Subdivision Street and Number where work is to be done / 1j State work to be done and purpose of building (by floors). and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind H of foundation Roof Covering 9 e h_ .<-__: Estimated Total cost of improvements $_... ®° ' plan Cuba Amount of Permit $ 1 C.-- (-� Zone cubage required 3 ®90 ge._ _Plan _ ,19.2 No Street. 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 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks.- -. - -.... ( Signed )..... . STATE OF FLORIDA, COUNTY OF DADE. s ' s • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true s Permit No. / Date.. /4- . z Read, Sworn to and Subscribed before me. Disapproved (Signed) Chairman Member Member Council Approved Building Inspector ate to me well known, Notary Public, State of Florida My Commission Expires PLANNIN OARD DATE Member Member Member _. Date Disapproved 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. Date Street and Number where work is to be done Permit No. Disapproved (Signed) 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 described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complie• herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date January 18, 1 Owner's Name and Address Ken Dunning, Jr. No P . O . B M Highlands - C 28 Registered Architect and/or Engineer Name and address of licensed contractor O h e n o 1 1 r Roofing Co. 7357 N. W. Miami Ct, Miami 331 Location and legal description of lot to be uilt on: +� q / ) 'f Lot !� V J /3 Block Subdivision tJ /l 3 2t/ 785 N.E. 96th St. State work to be done and purpose of building (by floors). state exterior colors (submit samples) Reroof north flat roof and install new gravel roofing. 13 s CI S and for no other purpo New Building Remodeling Reroofing Addition Repairs N. of t ori 1 -30, 2 -15 wood ispna Grave To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements 3 2,000.00 Amount of Permit s 30.00 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 7357 N.W. Miami Ct. Miami, FL 33150 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 subcontractors .n work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Date Date Read. STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared James D. Obenour Contractor 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 sated are true. �� to and Subscri GGa/ to tie well known. • C Notary Public, State of Florida wilding Inspector My Commission Expires N OTARY pU6ltC ST ATE OF FLORIDA PLANNING BOARD DA'!' COMMISSION EXPIRES FEB. 18. 1989 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. Date Legal Desci Lion Historically Designated: 11 n ,. Owner/Les:.... Tenant a l t O O & a t Master Permit #, ' 6 00 Z Owners Address — 7 k J W t= 9 Co SA, _ a - Phone Contracting Co. \O'rc-tC) OZ. S1.04 V: =6 4 2 Address �- '7,3 ta 7 2 5 Qualifier CM' L.t_t; O v fits_ 2 Phone 36T- -s 7 -9 6 State # Ode- 0 SZ Y6 a Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION — Square Ft Z &.3 9 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that w� 1 be done in compli:• ce with all applicable the work stated. laws regulating construction and zoning. Furthermore, I authorize the above- name! •r tr Signature of owner and/or •ndo President f (o 2".° _ I a CU'7 - & yo 5 299- c7 • _PC/ 069 ndo President Date My Commission • Tres: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 7 YS I Q S 'trec- i- Tax Folio I 52-0 So _ O ( (f• ate- 7 0 Municipal # ' SERGIO GARCIA MY COMMISSION #DD155511 EXPIRES; OCT 06, 2006 Bonded through Advantage Notary RADON Competency # Address Address Address Estimated Cost (value) //,000- , LIANETTEACOSTA n MY COMMISSION #DD132619 fl ter, EXPIRES: DEC 13, 2003 Bonded through Advantage Notary Not: trio .n actor or Owner - Builder My Commission Expire Yes C.C.F. , D NOTARY Electrical Ins. Co. No Date A Date BOND 30 0 TOTAL DUE 504 6 0 APPROVED: Zoning Building Mechanical Plumbing Engineering t0 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 10/30/2002 Applicant: JULIO Owner: PEREZ JOB ADDRESS: 785 NE 96 Contractor FLORIDA ROOF TECH CORP Local Phone: 305 - 557 - 9685 Parcel # 1132060142270 Permit Status: APPROVED Work: RE ROOF Permit Expiration: PEREZ JULIO ST 11 °0 L L60 110 1 :06 70 10 5 090: 4,084004 20 31006 Building Permit Permit Number: BP2002_1848 Contractor's Address: 2730 W 78 ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 Page 1 of 1 Fees: FEE2002 -6116 FEE2002 -6117 FEE2002 -6118 Description Buildier's Bond CCF Building Fee Total Fees: Amount $300.00 $6.60 $195.00 $501.60 Total Fees: $501.60 Total Receipts: $0.00 4/27/2003 Construction vet..,,. 9.11 non nn FLORIDA ROOF TECH CORP. 2730 W 78 STREET HIALEAH, FL 33016 PH: 305 - 557 -9685 TO THE ORDER OF PAY Ce-e f �?'C �� < / COMMERCEBANK NATIONAL ASSOCIATION 2750 West 68th Street, Suite 136 Hialeah, Florida 33016 40 63- 1050/670 No. 011601 CHECK NO I CHECK AMOUNT - inspection BLK 69 LOT SIZE 100.000 X on herefor in strict compliance with all tions that may have been submitted to if the plans are changed without ;ibility for a thorough knowledge of the he assumes responsibility for work done trtaining thereto and in strict conformity nisibility for all work done by either NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITEAT TIME OF FIRST INSPECTI'ON PERMIT NO. STATE OF FLORIDA COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvement: • • :11 be made to certain Chapter 713, Florida Status, the followu:g information is provic •d in this Notice of Co 1. Legal description of proper' and str address: 7 3T- Nt6' 9 , 331373 /a ,¢/3 -- h 4 2. Description of improvemer.:: 3. Owner(s) name and address: d. Lender's name and addres Expiration date Date is specified) ure of Owner Print Owner's Name: Sworn to and subsci b -1 before 'Notary Public Print Notary's Nan, My Commission E )1z 6p 4 TAX FOLIO N' 7/ ,,32O 6 -. 0 ((1- 9 7 b 4. Contractor's name and address: / - d&L ADD 1 � �_ 1at,4 ?Y S. Surety: (Payment bond regcired by owner from contractor, :f any) Name and address: /✓ Amount of bond $ 7 C12466074 2002 OCT 24 15:06 real property, and in accordance with nun e n em ent. 5'4et)( � ltcu- Interest in property: Name and address of fee supple titleholder: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided By Section 713.13(1)(a)7., Flo �ida Statutes. Name and address: A 8. In addition to himself, Cramer designates the fallowing person(s) to receive�a copy of the Lienor's Notice as provided in Section 713.13(1)(b), F1orid.:, Statutes. Name and address: /(111-44 1e e y of ac de---, 2 � —• SERGIO GARCIA MY COMMISSION *00155511 EXPIRES: OCT 06, 2006 Bonded through Advantage Notary Non :e of Commencement. (the expiration date is 1 year from the date of recording unless a different Z` Prepared by Xi,Q-al V2.__ Address: l '•730i..e7 U S 7 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a original fib this on , NITNESS my hand and Official Seal HARVEY RUVIN, CLERK, of C rc By . SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for oofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The cwner's initial in the adjacent box indicates that the item has been explained. r\k 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) arc for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Rcnailin; Wood Decks: Wilco replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1�L 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. ExpoSCli !.xposed, open beam ceilings are where the underside of the roof decking can be viewed from belo%. he o !•.ay wish to maintain the architectural appearance, therefore, r•?ofing nail penetrations of the .1..Jersrde ot. ,::e decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. � 5. Ponding Water: The current roof system and/or deck of the building niay not dram 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. f�. 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:, Pl: mbing. .7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in crior 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. _ mer's /Agent's Sign &ire Date Contractor's Signature C , 1)OCl:Nl1 - I t<mp`LOCA LS -I remp■SCCTIOV 1511 due Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation r i Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: identify dimensions of elevated pressure zones and location of parapets. i 'I -- g868g86ggI !IIII!L. ` -= i _' • - -g ' -- ++1 - 1 1 I I I! I 1 i - 1 - 1 - 1 - 71 - 1717 - 71 - 1 1l itiTLii1T i ! - illl !I — E 11:"- J 1 I i - I � 1 f1 I - i - - I I 1 t 1 i I i I I I I 1 1 1 1 1 1 1 1 1 1? I t I i i Ili TIIIIITT111 1 l i i fT 1 1 i 1 1 1 1)! 1_t IT � 1 ; i .i t i E t I I liI S i l l t F1 I 1 I I I I 1 r' -t --i I I I! 1 1? 1 1 I t l 1� l i 1 1 t i I l l i i 1 1 I I 1 l i l t I 1 1 1 , 1 1 ;44-1-1-ii-1+1 I g Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. f 77 Contractor's Name Job Address 71J— JV S ❑ Low Slope ❑ Asphaltic Shingle ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 2437 C' ❑ Pr escriptive BUR-RAS ROOF TYPE ❑ New Roof ® Re- Roofing ❑ Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION 2 4 31 • Morta6Adhesive Set TilED ❑ Wood Shingles /Shakes 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 Roof System Manufacturer: /1 t// li 4.4 74 • Notice of Acceptance Number: 99- /(9/z.0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: `/ 7 _- P2: /OD. G P3: /OD, c . Maximum Design Pressure (From the NOA Specific System): 4 j ' Method of tile attachment: /00s) i/c' sue/ . Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 3 • : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: h< 6 776.- ype Underlayment: nsulation: Fire Barrier: Ridge Ven 'lation? iv A Mean Roof Height: / i • / D 7i✓2 4//e ;7 i/ 4 astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: / 5 •i4f-7G /1'0 / /".7-7(e-‘,c /4i ni.1 -i f✓. 7 M o,i' Type & Size Drip Edge: r 176 �/ ZX2y 2i G�°' /�E M Required Moment Resistance* Mean Roof HI ight - Slope 15 ' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information • Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site . Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M 1. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method zA. ' a x • 2 6 , Section E (Tile Calculations) 1 "Moment Based Tile Calculations Per RAS 127" _ �3 �f) - M g: � .� � = h 7. 4i NOA MI 9 r-1 -- = 7 - M g: „'' __77 NOA Mr _ ) - Mg: b' 3 a , 21. 7 ? NOA H% Ifni Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mf *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2 (P3: Method 3 "Uplift Based Tile Calculations xl• - x w:= ) -W• x cos 9: _ xl: - x w:= ) -W: cos 0: _ a l' = w:= ) -W• x cos 9: = Per RAS 127" F NOA F' F NOA F' F NOA F' Date Type Insp'n 7"`�lil�N J Permit No. r.Name �G"i'\�2 � Address _ �� (0 Comps 1)(0/ For Inspector: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee Ck f Z- For Inspector: Approve 0 1 I Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp' Permit No. )9-.0,0c9 (PL , Name Address - d Y q(0 S,,_ — - )( Compan 1 Pcc e —Pak, (A Phone # t Name & Date . / 1- 41. 6Z/1 ❑ 79 jt)) Date Type Insp'n Permit No. Name Address Compa �j _ Phone # c 65? , ! 5 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector:, Approved Correction Re- Insp'n Fee Time „2.2amDate MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bujlding Inspection Request Date t ta Type Insp'n Permit No. Name p Address Comp. ny Phone # 0 For Inspectors/ � / 2 4 °6 4 Name Approved Correction ❑ Re- Insp'n