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290 NE 95 StMay 25,1995 orbcre_. (-- City of Miami Shores Building Department 10050 N E 2 Avenue Miami Shores, FL 33138 Reference: Permit # 37 -356 Mr. Gonzales 290 N E 95 Street Dear Sir, Please cancel above permit # 37 -356. The homeowner states that he has already had roof done by another roofer. I believe an investigation is in order. I don't know how another roofer could have pulled a permit when I already had one procured. Duan . ''aid Ope s Offi cc;file Titus B 'n Comparnj � 128 NW 25th Terrace • Fort Lauderdale, 9forida 33311 Telephone 792 -7075 P.S.- Could I get refunded my $31.50. Established 1947 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) e Folio Date �, `k\ Job Address ---P\� ^' Gks �� (�1t�,v�n�,, 11- 320 - OV. -3`io0 Legal Description LQ1 N l ek-%- NC-4 Master Permit # sa / Lessee / Tenant ll� t'A Ctt, --- s't Owner's Address JD L \ � � � � vwciwk J \� (1X1 rk Vi 17,E Phone f )W i• 1 ' -t Contracting Co. 4 NW,l/Z/AaZ Address \W Qualifier \`A\ N • SS ## - - Phone %4 State] C 4, Competency# +A\ Ins. Co. Architect /Engineer %•)‘\ Bonding Company Mortgagor 1 \ w1 IAA 01/4 tk- Permit Type (circle one): WORK DESCRIPTION PERMIT FEE: APPROVED: Address Address Address g`\ • BUILDING EL T�R PLUMBING MECHANICAL PAVING FENCE SIGN , la G A C.l t 1!. to C� n ` 4A A ( .,kcs {' i1 ti N �rJ Q..,cy‘ t, 1 @ , Square Ft. Z ' c7 ? Estimated Cost ` - 440 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 aurorize the above -named contractor to do the work stated. \-\\° Signatul, of Owner a d`or Condo •resident Signature of Contractor or Owner - Builder Date: Date: tetny,Publz St c Rana at Larga My C m'131:1 ' Expos Nov. 19, 1991 EtrnJ:f; hni Maynnrd Finding Apancy Notary as to Owner and/or Condo President Notary as to Contractor or Owner - Builder My Commission Expires: My Commission Expires: * . * . * * * * * * * * * * * * Fire Other Zoning Buildings`-;1/q) Electrical Mechanical Plumbing Engineering 1 MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT INSTRUCTIONS TO OWNER- BUILDER Yqu have, this date, made application for a building permit as an owner - builder. You should be advised of the following provisions and requirements that apply to owner - builder. Proof of Ownership - Prior to a building permit being issued to you, you must submit proof of ownership of the land concerned in the application in the form of a recorded deed, showing you own the property, or a copy of mortgage or warranty deed of the land, or a Dade County tax receipt, statement to contain legal description of property and indicate property is in your name. Legal description and name on document of proof must correspond to the name and legal description on the application. Responsibility - You will be responsible for all work done by your day labor employees, and you must either employ licensed contractors or persons to be paid on an hourly or per diem basis. Any one contracting (including labor) with you, verbally or in writing, on a fixed fee basis for any work, who is not properly licensed, will be subject to a fine of $500.00 and /or imprisonment for six months. Insurance - You should be advised that if your day labor employees cause any damage to persons or property, or if any of your day labor employees are injured on the job, you are liable. Your regular home insurance policy ordinarily does not cover this type of liability. Withholding Taxes, etc. - You should be advised to investigate your responsibility for withholding Social Security, Federal and State Unemployment Insurance Taxes and Federal Income Taxes from the wages of employees working for you on the proposed construction, and for making returns thereof to the proper agencies. Work Permitted Owner - Builder - An owner - builder subject to the foregoing provisions and requirements, is limited to constructing one single family residence each year for his own use and occupancy;,or maintaining, altering or repairing his own single family residence. If you do not intend to do the work involved yourself, or with day labor, please list below, the name of the individual or firm with whom you have entered (or will enter) into a contract for the work. NOTICE: SEPARATE PERMITS REQUIRED FOR ELECTRICAL, PLUMBING, ROOFING AND MECHANICAL WORK ca\ • Name of Individual or Firm Address I, the owner of property described as LkV4.1. D N r • t that I have read the foregoing instructions, and am aware of my responsibilities and liabilities under my application for a building permit for construction work on the above described property. do hereby certified Own r k 51 Date Le ISU9 SEP 15 P■1 4 = Ret am to: 1 / ')Tame �� '% 4 t•. A r J: 6 ti ti •-I l r tf) ( cC'. (e .r7 )11C) ' hi ins'rumentwas prepared by: Donald G. Criscuolo Name GENET t' 9E1 NER Address N.E. I27th Street ivOK� i t'S1 oF:A avdACF;, FLORIDA 33162 Dada (303) 653 -0455 Brot and (305) 925 -9889 Grantee S.S. No Grante. S.S. No 22.;.-7614,W 0 - (f (/ Jam(/ C /aC�;'� . /(-; ( 1/ d / Name This indenture, made this AVIS GORDON, an unremarried widow 'A j: Documentary Stanipy Collected j SUi�1p�Jt Occ. Stamp_ Collected Class "C' Intangible Tax Collected P-'iChatd P. B.inl;er, Clcr'c, uaoc C.,unty, y, �� Vi e � o,0.'.4 r " —�j — — D C / / S7d [Space above this line for recording data.] • n L_ --- AVIS GORDON , 8 333350 REC.1425 Property Appraiser's T) Parcel Identification No 1ANTY DEED (STATUTORY FORM — SECTION 689.02, F.S.) day of September 19 89, Between of the County of Dade , State of Florida , grantor ", and STEPHEN K. GONZALES and LISETTE REID, his wife wrhy�a post office address is 290 N.E. 95th Street, Miami Shores, ... i e County of Dade , State of Florida , grantee ", �1I11i es th tha'c aid grantor, for and in consideration of the sum of TEN AND 00 /100 -------- ($10.00) — °_ - Dollars, u ; guod u td ' aluabl; considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby ,: r uwledgecl, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following dsclibd land, situate, lying and being in Dade County, Florida, to - wit: The East Half of Lot 6 and All of Lot 5, in Block 28 of MIAMI SHORES SECTION 1, according to the Plat thereof, recorded in Plat Book 10, at Page 70, of the Public Records of Dade County, Florida. Subject to taxes for the year 1989 and subsequent years. Subject to restrictions, easements, reservations and limitations of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. "Grantor" and "grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Sii, y sealed and delivered in our presence: //+1 41 an unr.cmarrie_d widow `tr::i K: 9co '"f o r r i' :rA1 Ri FG ;CUNT(, FLCRibk. ewe a vrk'r7a a ICH/1 P. BliTAIRIP etJHK CIRCUIT COURT 'Seal) (Seal) (Seal) STATE OF Florida COUNTY OF Dade I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared AVIS GORDON, an unremarried widow to .me known to be the person(s) described in and who executed the foregoing instrument and acknowledged beforeli le fit*? aJne executed the same. = F,,• 4 ) .,.,J WITNESS m ' y hand and official seal in the County and State last afores '4 this � ay Sep 9 g7.9 � embeej, ii. My commission expires: • /1 '�, ,¢ c NOTARY PUBLIC STATE OF FtOAIOA f �•. AT OMISSION EXP. FEB. 1.1991 Notary Public G t r •nywn T pop r,EIERAL IRS. M. ”..1., • APPLICATION FOR BUILDING PERMIT (ao: pi. - 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 , +.... `l a w f w� r,s, Owners Name and Address ._ - -. ._.. ..__. Jt &�. L No. 2.d Street ....�..o...�.___,....r�� - ... a_ Registered Architect and /or Engineer , �`: re 'L' xr r., s.+ Name and address of licensed contractor i " ��°^ � �� tx °� ter . 4ie � + l4- 0%; ;Y Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 2 v .. Gi._._1:i._._a5t __IiiimaG State work to be done and purpose of building (by floors) `oi m 7n .. r k tat a.::ee ' vo 15# fo .te 3 ppoG ., and 67t, '8: and for no other purpose. New Building Remodeling. Addition Repairs C.a'OOi -74.:No. of Stories 7 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 03�'c U Amount of Permit $ 5 9aC 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 subcontractors under this as are licensed by Miami Shores Village. on work to be performed_ undhi ''. yr *':.' �"': r permit, Y 8 e .l�a�cd 3..oro Remarks (Signed) le 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 Date._ / _.- ( Signed) ln.d _ Building Inspect MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No �-' Date.... "' Read, Sworn to and Subscribed before me. Notary Public, State of Florida Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. G Specification N -B -3 -C Specifications General Application recommendations detailed on pages 23 -2G shall apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. 1 ap each sheet 2 inches over preceding sheet. Nail sullicienlly 10 hold in place. 2. Slatting al the low point of the roof, lay one ply or GAFGI AS Base Sheol, lapping each sheet 2 inches al edges and not less than 6 inches al end laps. Nail along lap of base ply al inlervals nol to exceed 9 inches and stagger nail down center of sheet in Iwo rows will, nails spaced al 1a inch inlervals in each row. Use fasteners will' integral 1110121 heads al Icasl 1 inch in diameter 01 square that are recommended by GAF 01 1110 deck nranIdaclurer. See "Special Instructions" below. 3. Slatting at the low pninl nl the tool, mop Iwo plies of GA1 GI-AS Ply shingle fashion; tapping each sheet 19 inches over Ile preceding shcel; solidly mopping to the underlying base shcel to provide three plies over 1110 entire, roof area. Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feel nl roof area with a Tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. I Slope per fool Up to 3" 3 "— 6" Asphalt Type Sleep ASTM Type III 'IT -Sleep ASTM Type IV On slopes up to 1 /2 inch per fool, Hal ASTM Type 11 may be used except in Florida, Texas, New Mexico, Al i[ona, and California. Surfacing• Over the entire surface, apply a uniform coaling. GAF Grundy Fibered Aluminum Coating, GAF WEATIIER COAT Emulsion, or GAI: Special Roofing Bilumen may be used for surfacing. See "Coatings for Smooth Sur laced Iloul Systems," page 26. Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS S1RATAVENI' " (Vent Ply) for Nailable Decks (required for freshly poured gypsum decks), GAFGLAS /75 Base Sheet, GAFGLAS PLY 6"', and GAFGLAS Ply 4. For wood decks, and structural woodliber decks if GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, sheathing paper is required. 3. See "Nailing of Base Sheet," page 24. 4. For roof slopes exceeding 1 Inch per fool, all plies must be back - nailer) 4 inches In from the fell edge. (See "Installation on Sleep Roofs," page 10.) UL Classification . I UL Class Surfacing Substrate Slope A A 8 C GFAC GWCE GWCE GSRB NC NC C C 3" 1/2 /2 „ 1/2 UL Chart Key 1. Surfacing GWCE = GAF WEATIIER COAT Emulsion GFAC = Grundy Fibered Aluminum Coaling or al MB Aluminum Root Coating GSRB = GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 132 inch thickness), oriented strand hoard (rill. ' /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, po or precast struclural concrete, lightweight Insulating concrete, gypsum, structural wood fiberboard, elf.. 3. Slope Maximum slope allowed, in inches per lout. Materials Specification N -11-3-C trallable Deck Slleallltng Paper (II required) 2" Slde Lap GAFGLAS GAFGLAS Ply Rase Sheel (see below) GAF Roofing Asphalt Sotilit and Wosl Zones Only Nailable decks up to 6 inches per fool slope. Wood, poured gypsum, precast gypsum planks, 0111e1 acceptable precast mailable decks (not including lightweight insuialing concrete). Sheathing paper (1 ply, it required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Rooting Asphalt Surface Coating GAF Special {tooling bitumen GAF Grundy Fibered Aluminum Coaling GAF WEATHER COAT Emulsion Guaranlees Available Approximate Weight Per Square Liberty Guarantees 10, 5x5, 5 yr. Total 136 —'194 lbs. OAF BUILDING MATERIALS CORPORATION Surface Coaling 11 -69 lbs. 22 lbs. 50 lbs. 20 lbs. 12 lbs. 21 lbs. 53 jpir s THIS SPACE FOR RECORDERS USE 0 STATE OF FLORIl�/a COUNTY OF llJ� The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of th Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available) n I (i�► 1 t)YPS eed ?go') D ' e to/5 %a L,1 b RI k General description of improvemen RE -ROOF Owner SIo hen K. 7 � des u- [4 e �-1 �ch,zc� Les Address c�13 h), E. 6 %6 c.3fee# + /i114-r i , FL 3373(5> Owner's Interest In alte of the Improvement / 5i/r/pie— Fee Simple Title holder (if other than owner ) Address Contractor Titus Brothers Roofing Company Address 128 N.W. 25th Terrace, Ft. Lauderdale, Florida 33311 Surety Address Amount of Bond $ Any person making a loan for the construction of the improvements: Name Name STATE OF FLORIDA, COUNTY Or 1 HERf9Y C1RrfFY tact th;• is 1 1,v. • wlpr ;,, t:,. „ lr,:, 0, �...r_ /! tL A W 1 ,, :.. ood ul'Ici,,t cool. IfAiiVE CLJ4 , „I Cir P3 Sworn to and subscribed to me this N(fl Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)7 Florida Statutes Name a�e�/Je -) K, G�77 z ed(S Address -/D ' 4 . QS `��• fia''rr.?i In addition b himself, the owner designates /)jf9 Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement ( the expiration date is 1 year from the dal g of recording unless Printed Notary Signature DAD �i the // day of ZYW /'-9 ! ' • NOTICE OF COMMENCEMENT 94R 1351:154 1994 MAR 21 14 :28 PERMIT NO.: TAX FOUO: — 1— 3700 fferent date is specified). ignature f Own ,r /{gent (Title) Printed Signature of Owner /Agent (Title) Prepared by: H. Titus 128 NW 25th Terrace Ft. Lauderdale, FL 33311 GAGLAS® Specification N -B -3 -C A A B C Specifications General Application recommendations detailed on pages 23 -26 shall apply in addition lo the following recommendations and specifications. Application of Rooting Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. tap each sheet 2 inches over preceding sheet. Nail sullicienlly to hold in place. 2. Starting at the low point of the root, lay one ply of GAFGI AS Base Sheet, lapping each sheet 2 inches al edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not In exceed 9 inches and staggef nail down center of street in two rows will' nails spaced al 18 inch intervals in each row. Use fasteners willr integral metal heads al lead I inch in diairiot, r nr square that are recommended by GAF 01 Me deck manulaclmer. See "Special Inslruclions" below. 3. Starling at the low pnirrl of the roof, limp Iwo plies of GAI GLAS Ply shingle fashion; lapping each sheet 19 inches over the prereding sheet; smlidly mopping to the underlying base sheet to provide Once plies over the entire roof area. Asphalt Requirements Inlerply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus of minus. The appropriale asphalt for the slopes involved must be used. I Slope per loot Upto3" 3 "— 6" GFAC GWCE GWCE GSRB Asphalt Type Sleep ASTM Type III IT -Steep ASTM Type IV On slopes up to 1 /2 inch per loot, Hal ASIM Type 11 may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing • Over the entire surface, apply a uniform coating. GAF Grundy Fibered Aluminum Coaling, GAF WEATI IER COAT"' Emulsion, or GAF Special Roofing Bitumen may be used for surlacing. See "Coalings for Srnoolh Sur laced !tool Systems," page 26. Special Instruclions 1. See recommendations for use over gypsum decks on page B. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT' "' (Vent Ply) for Nailable Decks (required for freshly pourer) gypsum decks), GAFGLAS /75 Base Sheet, GAFGLAS"? PLY 6' and GAFGLAS Ply 4. For wood decks, and structural woodtiber decks it GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, sheathing paper is required. 3. See "Nailing of Base Sheet," page 24. 4. For roof slopes exceeding 1 Inch per loot, all plies must be back - nailed 4 inches In from the felt edge. (See "Installation on Steep Roots," page 10.) UL Classification . UL Class Surfacing Substrate Slope NC NC C C 3" '/z '/2 '/2 UL Chart Key 1. Surfacing GWCE = GAF WEAIIIER COAT Emulsion GFAC = Grundy Fibered Aluminum Coaling or al MB Aluminum Roof Coating GSRB = GAF Special Roofing Bitumen 2. Substrale C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 732 inch thickness), oriented strand board (min. V2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast struclural concrete, liyhtweighl insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per loot. Specification N-I3-3-C Nailable Deck Sheathing Paper (II,equlred) 2" Side Lap 1 GArMIAS Rase Sheet (see below) SouIIi and West Zones Only Nailable decks up to 6 inches per fool slope. Wood, poured gypsum, precast gypsum planks, oilier acceptable precast mailable decks (not including lighlweighl insulating concrete). Materials Approximate Weight Per Square Sheathing paper (1 ply, it required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Roofing Asphalt Surface Coating GAF Special Hoofing Bitumen GAF Grundy Fibered Aluminum Coaling GAF WEATI IER COAT Emulsion ■ GArGLAS Ply Guarantees Available Liberty Guarantees 10, 5 +5, 5 yr. GAF Roofing Asphalt 11 -69 lbs. 22 lbs. 50 lbs. 20 lbs. 12 lbs. 21 lbs. Total 136 —'194 lbs. OAr RUILORIO MATERIALS CORPORATION _Surface Coaling 53 Date j,__ Job Address A90 4 6; 7S S7, Tax Folio // • 3204' 0/3'370 Legal Description .4aT:sj ,f .Pr or6 A74 /SLIE -C Sc. / .4A46 P$ Owner / Lessee / Tenant .S 46 k G o4J?„4 fES Master Permit # Owner's Address .79 A ?SST• Phone 7S7 Contracting Co. / / 7"tcS &6S. "t/N6 Address /a8 N.c 3.•C5 ` L- £vex. ff .G4ct1). 33311 Qualifier TOE ' /i 74, 4-5 SS# . phone 7 9-2, State #0e # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAIC ROOFING / P & PAVING FENCE SIGN WORK DESCR E6 P- T42ept: 76-41 , 43*-; Ass -1 CASS �� 4 r.¢s/d/ A 0444. ,4i Square Ft. / •28S f� 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 tha :11 work will be performed to meet the standards of all laws regulating construction in th - juris•' tion. I understand that separate permits are required for ELECTRICAL, 'LUMBING, SIGN:, POOLS, ROO'ING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoin: information is -ccur: e :nd that all work will be done in compliance with all applicable laws regu'ati _ constructi•n -n� 'ni g. Furthermore, I authorize the above-name �gontractof t• Jo e work s - ed. ` \, I( r iolob g n t: Not y a to Owner and /or Condo President ( Co z me 11"ge.___ My ommission Expires: 7/d/( •minison Ex i JOHNJ.MAHER MY COMMISSION / CC 23645 CLY r n6.5107 CC 0 33 (o )2 Y �� MIES: Q Is. 19911 ^ ** * * * * * * * * , P �i : ' Bram pm' Nary Mc Ii�MIMe FEES: P %0 RADON C.C.F. t ' NOTARY TOTAL DUE ✓ )A APPROVED: Fire Zoning Buildin Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Signature o owne and /or Condo President Date : �-S 4 * Estimated Cost(value) .R7 `� Si Dat * * * e of Contrac or or Own - Builder Other Electrical Contractor's Name r '�15, f 0 0 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY — a (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE TJ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 7' o ° Sloped Roof Area (ft') Total (ft goo Master Permit No. Exposure categorreer ASCE 7 -88): C Building Classification category Cher ASCE 7 -88 table 1): / Ft. Ft. v A 6o F 620 t f Q 6 62 fLY gAF CIA s h03c- P Deck e: ATTACHMENT 123.01 -78 9/96 c Q 's 14 L 1 y DETAIL 1_ �� ) 0 c Job Address: 9 V /t.). ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ?al v,E. i }) �� ' Fastener Type: / 6 Z f S SPACING 1 Field: /� Perimeter: Corner: / ) 3 a) ("Q C. n/Q , , s Page -1 r r ROOF PLAN ti Deck type: Underlayment: Insulation: Ridge Ventilation? Fastener type & spacing: MEAN HEIGHT Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12" ROOF SLOPE D E T A I L 3 (Pmax1: X X (Aerodynamic Multiplier): ) - M (Pmax2: X X (Aerodynamic Multiplier): ) - M (Pmax3: X X (Aerodynamic Multiplier): ) - M SLOPED SYSTEM DESCRIPTION Cap Sheet: Roof Covering: Drip edge: TILE CALCULATIONS = Mel = M = M 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: • Product Control No: 97-0804./ GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.22 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 1 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. 2 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. 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 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 any section of this Acceptance Shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 32 END OF THIS ACCEPTANCE Page 32 of 32 ran uloaga, Roofing Product Control Examiner GAFGLAS• Specifications N and N Specifications Genenil MencatIOn recornrnondations detailed on cages 12 .20 sltell-appy In motion in me fotiowing recommendations and specifications dfalkallen el Reefing Mernbroni 1 Over ewer mace . tilt one Otv ef shea Dane *AM altalltable LaD eadt sneer 2 alena's fwer orecound sheet dad sufficiefWV 10 hind m 2 Samna at me itv.• Donn of the roof, lay one ply of GAFGLAS LIU Sheet lapping each sneer 2 inches at edges and nOf leis than 6 inches at end laps aiong tap of base pee 11 intervals not to exceed 9 inches ano sagger-nair doom censer of sheet w Iwo rows wan rues spaced at 18 mat Intervals In each row Use fasteners soh integral metal heads at least 1 inch in damear Of Square mat are recommended tiy GAF Materats Corporation of Me Oect manufacturer (See "Special insuumens* below 3 Stamm at the low point of me roof mop two plies or GAFGUIS Py shingle femme: meeln0 each sneer 19 inches over Me preceding sheer- solidly 11100Oln() row Asahall RequIrentents to the um:Pe/lying base sneet to proesie nue, ONes over Ine entire area . Interpry rnogonos of Rooting Asphalt must be writhed el a continuous fern and stud consist oi amocimateto 25 Nunes per 100 :Quart leet of roof anti wren a slopes Invokred must be used minima not to exceed 20% on or mmus The maro011ate WAIN for dm On slopes up to '1. men per loot Flat ASTm Type H may bs used 'spot in )1 Florida. Texas. New Mexico Arizona. and Cataluna Surlaciag Apply GAFGLAS Mineral Sunaced Cap Sheet m accordance Ism Me ablecaeou Special ininntelleni insfructions on cage 20. so Mat the laps am offset from Ms hos of Me ph sheets 1 See r ecommendations Ica use wet posum decks on rage 9 2 Acceptable GAFGLAS Lase Sheets include• STRATAVENP (Vern Ply) for fallabe Decks required 1 0 , ffeSNY poured gypsum decks. GAFGULS 175 ease Sheet . cAfour Pty r. and GAFGLAS Ply 4 For wood decks and Structural wood hber decks. wnen GAFGLAS Py 4 GAFGLAS PL V 6 is used as a base steel. a sheathing paper is required 3 Set * Nailing of Base Sheer pages 18.19 4 For fed SbOet 01 1 OM we tool o more. al Of lets au te becaPeoled In:b• UL Chalksben I� es ln from the back edge of la let See insallallon al Sleep liOds:pial A r 11 3 w A Cheri On iserarele C • COmbuStIble P01 hencombetet4. computable • *col plinks. bop*. eh r him I r k. gab lalsr22:. memo sow bow ti.sia. inicdurelal. • flOncombustle oay Noncombus001 • SIM. poured or precast structural comet 1 01•1444 fuming amok &hewn. Mnicturm wooti Mist let 4,0 tamorn sive likoived. mks Om reof • • • MEW ••• • • • • • • North, South, and West Zones killable decks up to 6 inches per loot slope . mein for irgtInvelpra mulatto° contsele elects which are knuted to a rnawmum slope otr per lOot Wood. *wood. Poured &Paulo. Precast gypsum manks. other arceldable nada* dears For ic ntweign1 insulating concrete ticks. See page 9 AWN* PifereaTas 16 yr. Worst/No sok Wood Dacia Lnir UV AWN% Calm. jos X.60 I.) 2,In gr. r r • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued F oa m: i "Poly or "Poly -Iso Special" with• "Polyfoam 251" or "Polyfoam Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 ga t/sq/application or three applications, applied 1 -1/4 gal/sq/application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal/sq (12 dry mils). Deck: NC Incline: 1/2 Foam: "Po ly -Iso" or "Po ly -Iso Special" with "Poi 303 ", 1 in. min. yfoam 251" or "Polyfoam 1/4 Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 gal/sq/application or three applications, applied 1 -1/4 gal/sq/application -32 ). Surfacing: (16 dry " UA -60" Series (various colors), applied 1 gat/sq (15 dry mils). Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat "GacoSil S- 1000", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoftex S- 1000", applied at 1 gat/sq (10 dry mils). :2. Deck: NC Incine: 1 2 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. Z 33. Deck NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. 3 Base Coat "Gacoflex A- 6211 ", 1 -1/2 gaVsq (14 dry mils). Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal/sq (14 dry mils). 1.7 /sq at 3 GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 R1306 (N) "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia-Pacific "Dens - Decke" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overtayment 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 overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable altemate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, B 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 mecnanicauy attached granule side down. or "GAFGLAS Stratavent ent (Vent -Ply) for nailable decks ") may be su stitu ed G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITEa" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. pertite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. 1. Deck: C -15/32 Class A Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ LOOK FOR MARK ON ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) Confined urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness: Plyhtemopped. Three or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply Surfacing: t Deck: C -15/32 Iodine: 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. 6 Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 3. Deck: Sheet Cue layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Insulation p Incline:2 fiber, isocyanurate, urethane, l o per(i e/i ocya te glace urethane composite, wood fiber / isocyanurate composite, phenolic, perlite/ i. max. 6 " Ply Sheet Two or more layers Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply . Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Incline: 12 4. Deck: NC Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply. Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. C -15/32 iodine: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. - Rase Sheet: One layer of Type G2 " GAFGLAS #75 Base Sheet" (may ( y be 6 y Sheet One or more layers of Type Gi " GAFGLAS Ply 4" or GAFGLAS Ply Cap Sheet: One layer of Type 6-3 " GAFGLAS Mineral Surfaced Cap Sheet". Incline: 3 • Deck: NC Base Sheet: One layer of Type G2 " GAFGLAS # Base Sheet". 6 " Ply Sheet One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply . Cap Sheet: One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". • Deck: C -15/32 Insulation: One or more layers perlite, g l a ss fiber, isocyanurate, urethane, perlite/isocyanurate 0 in. m n fr om ply joints composite, phenolic, Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Incline: 2 • Deck: C -15/32 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ �1 urethane composite, wood fiber / isocyanurate composite, phenolic, any t , iI thickness. l Base Sheet: Two or more layers of Type G2 or G3. (l Ply Sheet (Optional): One or more layers of Type 61.; Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), .1! "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or l Mop us "Ruberoid M Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. . Deck: C -15/32 Class B Insulation (Optional): One or more la e 3 -1/2 perlit, wood fiber, isocyanurate, urethane, pertite/is petite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Insulation Q Incline: 3-1/2 fiber, isocyanurate, urethane, r o p rli ee /isaocyanurateecomposite, perlite/ , wood fiber, glass urethane composite, wood fiber /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 Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. • Deck: C -15/32 Class C Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ PRODUCT tI • l3 t ' L•I • • i: + l s. /sq. Deck Type II: Wood, Non - Insulated, New Construction, or Reroof Deck Description: ' or greater plywood or wood plank System Type A(4): Base sheet mechanically fastened. All General and System Limitations shall apply. ase sheet ( Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base SheettAFGLAS #80 Ultima Base Sheet, A TAVENT® Naiia`b or UBEROID® 20 base sheet applied to the deck with 2" side laps with GAFTITE #12 or # 14 Screws and 3" Plates, 12" on center, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" OC in the field of the sheet. One two or three plies EAFGLAS PLY 44br GAFGLAS® PLY 6® Ply or GAFGLAS FlexPly ' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet : dhered in a full mopping of approve • asphalt app ied within t e ' range an ' at a rate of 20-40 IbsJsq.. (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lb. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 galisq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 galJsq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: — 60psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See 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, N- B- 5 -C/P6, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Page 23 of 41 Product Control No: 97 -0804.21 ga, Roofing Product Control Examiner Product Control No: 97 -0804.22 `,' • GENERAL LIMITATIONS 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 the 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 of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf except where GAFGLAS® STRATAVENT® Perforated is used, then a maximum design pressure of -60psf is allowed. 5 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. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Page 29 of 32 Roofing Product Control Examiner Product Control No: 97- 0804.22 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 County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., 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. 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 Toad requirements of Chapter 23 of the South Florida Building Code to th Page 30 of 32 . e • . . 0o mg Product Contro 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.I. 1 V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. IR1A6.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 1.1. 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 114 J.I.0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift. FMRC 4470 - PA 114 J.I. I B9A8.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 #4482.02.95 -1 02.02.95 (1:' TEST REPORTS Product Control No: 97 -0804.21 Page 17 of 41 Roofing Product Control Examiner EPS Test Product Dimensions Specification Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners PA 114 #14 PA 114 PA 110 Dekfast Fasteners #12 1S0 95+ Composite Asphalt Primer Pelite /Urethane Composite Perlite Insulation Polyethylene Red Rosin various High Density Wood various Fiberboard various various 4 mil min. various Roofing Nails inimum # --.....,,....... 12 ASTM D 41 PA 110 PA 110 PA 114 Page 12 of 41 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV Hot asphlat bitumin adhesive Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier ktosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Product Control No: 97 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic Roofing Product Control Examiner MB aluminum roof coating Dens -Deck #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate Test Dimensions Specification Min. 32 ga. x l'4" various ISORoc various PA 110 Olympic Standard Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 PA 114 PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener Gypsum insulation board. Insulation fastener for steel or wood decks PA 114 Insulation fastener and metal or plastic plate 3" round PA 114 Polyolefin plastic plate ISO 95+ various PA 110 Polyisocyanurate foam insulation E'NRG'Y -2 various PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam / tockwool composite insulation 3" round PA 114 3" round gaivalume AZ55 steel plate Page 13 of 41 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) ITW 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) Roofing Product Control Examiner Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Product Dimensions Specification Description 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 4897 D3672 ASTM D 489 D3672 Product Control No: 97 0804.21 Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. 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 D4601, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul Page 5 of 41 Roofing Product Control xam Insulation Types: Material Material . Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Maximum Fire Classification Design Pressure Page 3 of 41 Product Control No: 97 0804.21 Classification Class 'A" Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS ® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /rol I 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll ASTM D 3019 ASTM D 3409 ASTM D 4586 ASTM D460I ASTM D 2178 ASTM D 2178 ASTM D 2178 Page 4 of 41 Product Control No: 97 0804.21 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced. polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphal o atin, 0o ing Product Contro Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Product Control No: 97- 0804.21 Product Control No.: 97 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing 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 1- 800 - ROOF -411. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 rank Zuloaga, Roofing Product Control Examiner METRO-DO PRODUCT CONTROL NOTICE OF ACCEPTANCE Approved: 11/04/97 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof Systems for Wood Decks under Chapter of the Metropo itan a e ounty o e governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance 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 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.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 THIS IS THE COVERSHEET, SEE 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, Florid under the conditions set forth above. Internet mail address: postmaster @buildingcodeonline.com 1 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 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 aul Rodriguez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 01 Yo 9 / Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant �6 )-1 / 4 -'@ Owner's Address 9 0 / C:) 9 5' Sr Contracting Co. Q , 6 Qualifier APA- c/ 0 60 State # 4J � Municipal # Architect/Engineer 0 4 J _ Phone es/ 2/ Address ?10 S` ,, c J j 57 Phone i) — 0 / 5 Competency # Ins. Co. Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION I`■ 4J d O c. r ^ ei a e C Master Permit # Estimated Cost (value) - i c 0 c Square FI /4210 0 . ]_• a WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contract to do the work stated. -pf owner and/ Condo Presid Signatur 7 Not as to Owner and/or Condo Presid My Cori K} f 3ircts. mei t,, a dls� s, c Net, 1 Late of Florida 4 4a'- ' Cam _ '. i?c. CC 50754 is v�o, L oQ n C5/11/2000 rt - _.ca:zzr - • ; eor.6113C..e FEES: PER.NIIT 60 RADON Date C.C.F. 30 Signatures/ ontracr- // 41 ' (.1, Notary as to Contractor or Owner - Builder My Commission Expir _ . ; F Fry Co� ? 1% sa Exp. /2000 Co. O APPROVED: Zoning Mechanical Plumbing NOTARY BOND y ®D Electrical r- Builder Date ry Date TOTAL DUE ,X p 2 44 Engineering Product Control No.: 94 1014.02 12. 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. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 14. 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 Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shalf3e with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. 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. 16. 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 at an application rate of 25 lbs/sq. f 15 %, 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. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 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. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. [f the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 Ibf.. Gil Diamond, P.E. 160 Product Control No.: 94 1014.02 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 161 Gil Diamond, P.E. RUBEROID® Specification N- 1 -1 -MG 3 4 "Min. Side Lap 2' Min. Side Lap Max GAFGLAS475 Base Sheet RUBEROID MOP '/= Min. Mailable Deck Steep Type 111 or IV Substrate —' /i inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type III or IV GAFGLAS #75 Base Sheet RUBEROID MOP (Granule Surfaced) Approximate Weight Per Square Total 145 -155 lbs. Guarantees Available Specification RUBEROID Liberty RUBEROID N- 1 -1 -MG 12,10 12,10 GAF MATERIALS CORPORATION General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS' #75 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where STRATAVENT (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the root, fully embed one ply of RUBEROID MOP (Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 51 Product Dimensions Rawl 3" Plate 3" round Rawl Spike Rawlite Rawlite 3" Plate 3" round Test Specification PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck PA 114 PA 114 Product Description Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No.: 94- 1014.02 / Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. i% Gil Diamond, P.E. _ 12 // Test Reports Test Agency Test identifier Test Name/Report Date Construction Research #4818 Wind Uplift 07/10/87 Laboratory, Inc. Factory Mutual J.I. OT4A1.AM Wind Uplift 08/26/92 Research Corporation J.I. 1V7AO.AM Wind Uplift 07/16/92 J.T. IV8A4.AM Wind Uplift 06/28/93 J.I. 1R1A6.AM -- Wind Uplift 11/15/91 J.I. 0T2Q4.AM Wind Uplift 10/17/91 J.I. 0Q6A6.AM Wind Uplift 07/16/91 J.I. 2M0A4.AM Wind Uplift 03/21/87 J.I. 3X3A2.AM Wind Uplift 08/02/94 J.I. 0Y9Q5.AM Wind Uplift 07/29/94 J.I. 3X3A2.AM Wind Uplift 08/02/94 South Florida GAF -53 -X -915 Physical Properties 03/08/91 Test Service Underwriters R1306 Fire Classification 08/01/94 Laboratories, Inc. 13 Gil Diamond, P.E. Product Control No.: 94 - 1014.02 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Maximum Design Pressure: -45 psf. Product Control No.: 94- 1014.02 One ply of GAFGLAS® Ply 4 ®, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 18" o.c.. PIy 4® and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4 ®, GAFGLAS® PIy 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type II! or IV asphalt at an application rate of 25 lb. /sq. t 15 %. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation 113. Specification No.: N- 1 -1 -MG, N -1 -2- 20/30, N- 1- 2- 20/30FR Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. • Gil Diamond, P.C. fr 41 /.) General Limitations: Product Co /Itrol No.: 94- 1014.02 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in 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 /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet 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 of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. 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. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 1 17 of the South Florida Building Code. I1. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the Sout• lorida ilding Code. Gil Diamond, P.E. 159 Product Control No.: 94- 1014.02 Test Product Product Dimensions Specification Description Manufacturer E'NERG'Y PSI -25 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -1 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -2 Plus various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -1 Plus various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation Con -Tice (Fluted Nail) PA 114 Concrete deck insulation Olympic fastener Manufacturing Group, Inc. Olympic Standard 3" round PA 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. Olympic G2 Plate 3.5" round PA 114 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. Olympic Fastener PA 114 Insulation fastener Olympic Manufacturing Group, Inc. Olympic C -R PA 114 Base sheet fastener and Olympic Base Sheet plate. Manufacturing Fastener and Plate Group, Inc. Fiberglas various PA 110 Fiber glass roof insulation Owens- Corning Fiberglas Corp. Gil Diamond, P.E. 10 Product Foamglas Board Multi -Max Thermaroof Composite Fes -Core Fesco Foam UltraGard Gold HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Test Dimensions Specification various various PA 1 I Q various various various PA 110 various PA 110 3" square 3" round Product Description Product Control No.: 94 1014.02 Manufacturer PA 110 Expanded glass insulation Pittsburgh Corning board. Polyisocyanurate foam Rmax, Inc. insulation PA 110 Polyisocyanurate foam / Rmax, Inc. perlite composite insulation PA 110 Polyisocyanurate foam / Schuller fescoboard insulation International Inc. Polyisocyanurate foam / Schuller fescoboard insulation International Inc. Polyisocyanurate foam Schuller insulation International Inc. PA 114 Insulation fastener for use SFS /Stadler in steel and concrete decks PA 114 Insulation fastener for steel SFS /Stadler and wood decks PA 114 3" square galvalume AZ55 SFS /Stadler stress plate PA 114 3" round plastic stress plate SFS /Stadler PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck PA 114 Insulation fastener for steel The•Rawlplug and wood decks Company Inc. PA 114 Insulation fastener for use The Rawlplug in steel, wood or concrete Company Inc. I I Gil Diamond, P.E. Product Product Control No.: 94- 1014.02 Test Product Dimensions Specification Description Manufacturer Dekfast Fasteners PA 114 Insulation fastener for steel Construction #I4 and concrete decks Fasteners Ind. Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite ISO 95+ Asphalt 1 -Iiglh Density Wood various Fiberboard Perlite Insulation various Polypropylene locking Construction plate. Fasteners Inc. PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components PA 110 Polyisocyanurate foam Firestone insulation PA 110 Polyisocyanurate foam Firestone insulation PA 110 Polyisocyanurate / perlite Firestone ridged insulation PA 110 Polyisocyanurate foam Firestone insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive PA 110 PA 110 Wood fiber insulation generic board ' Perlite insulation board generic Product Red Rosin various Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Barrier Board Plus various Test Product Product Control No.: 94- 1014.02 • Dimensions Specification Description Manufacturer Minimum # PA 114 12 Min. 32 ga. x 1 s/ various PA 110 3" square 3" round PA 121 PA 121 PA 114 PA 114 9 Rosin paper for barrier generic layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener steel, wood or concrete decks. Insulation fastener PA 114 3" square galvalume AZ55 ITW Buildex stress plate PA 114 Polyolefin plastic plate ITW Buildex ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak PA 110 Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation Gil Diamond, P.E. ,e? /,• !„ Georgia-Paci fic Grundy Industries Grundy Industries ITW Buildex ITW Buildex Product Dimensions GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® 12 Standard Roofing Fastener GAFTITE® # 14 Heavy Duty Roofing Fastener NTB Fasteners various GAFTITE® Base Sheet Fastener and Plate Galvalume Plates 3" and 3 1/2" Polypropylene Plates 3" and 3 1/2" Test Specification Product Control No.: 94 1014.02 Product Description Granules for surfacing of exposed asphalt, cold process or emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalitc perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Round polypropylene stress plates. 6 Gil Diamond, P.E. • 9 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Control No.: 94 1014.02 Test Product Product Dimensions Specification Description Manufacturer Hy Therm AP various PA 110 Polyisocyanurate foam Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation White Line various .PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy -Tec various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Tec 2 various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation Hy -Therm Pyrox various PA 110 Polyisocyanurate foam Celotex Corp. insulation Energy LOk various PA 1 I 0 Polyisocyanurate foam Celotex Corp. insulation Thermax various PA 110 Polyisocyanurate foam Celotex Corp. TRI -STAR insulation 7 Gil Diamond, P.E. 7 . Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 87 lbs. asphalt modified bitumen membrane. ' sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. I sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Product Control No.: 94- 1014.02 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147• Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. 4 Gil Diamond, P.E. r1. - ;- �� 6 Product GAFGLAS® Stratavent® (vent ply) for Nailable Decks. GAFGLAS Ply 6® GAFGLAS Ply 4® GAFGLAS 475® GAF Materials Coroporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation Weather -Coat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement Dimensions 3' x 36" 69 Ib. roll 3' x 180' 45 Ib. roll 3' x 180' 40 lb. roll 3' x 108' 75 lb. roll GAFGLAS® 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet 5, 55 gallons ASTM D 41 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons I, 5 gallons Test Specificjtion Product Control No.: 94 1014.02 Product Description ASTM D 5147 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 D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement. 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. Gil Diamond, P.E. 7) ,n Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board. Maximum Design Pressures Material Design Pressure Wood -7 45 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Gil Diamond, P.E. L 3 Product Control No.: 94- 1014.02 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Undenvriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. r ,/ i/ // Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Gil Diamond, P.E. Product Control No.: 94- 1014.02 /,' 4 ' METRO-DADE — METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1014.02 EXPIRES: NOV 1 0 1997 NOV 1 0 1994 APPROVED PRODUCT CONTROL NOTICF OF ACCEPTANCE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 • (305) 375-2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Modified Bitumen Roofing System under 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 Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the spccilGc, and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department tnay revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves t right to require testing of this product or material should any aniendments to the South Florida Building Code be enacted affecting this product or material. • Gil DiAond, P.E. Product Control Division Supervisor - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ' Charles Danger, P.E. Directo/ Building Code Compliance Department Metropolitan Dadc County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category Membrane Roofing System Sub- Category. Built -up Roofing Type: Modified Bitumen Sub -Type: SBS,APP SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 94- 1014 -02, Approval Date: 1 0 1994 Expiration Date: 1997 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. 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 Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5417 test requirements. AUGUST 7.2 Formal design pressure calculations conducted by a Professional Engineer in compliance with Chapter 23 of the South Florida Building Code shall take precedence over the calculations noted in this Protocol. 7.3 If formal design pressure calculations illustrate, using actual conditions rather than 'worst case' conditions, that a particular Roof System Assembly, which would not have been acceptable under this Protocol, is acceptable for installation on a particular building, then the signed and sealed calculations may be submitted with the Uniform Building Permit for design review. Page - 5 PA 128 Table 1: Maximum Design Pressures (psf) Roof Height (h) p (Field) Prnu2 (Perimeter) p (Corners) 0' <h <15' -39.6 -47.8 -75.1 15' <h <20' -43.1 -53.8 • -66.9 20' < h < 23' - 44.6 -53.8 - 56.9 AUGUST 5.1.2 the roof area in question has a height (h) which is less than or equal to 23 feet; 5.1.3 the roof section in question has an area less than or equal to 35000 square feet (350 squares); 5.1.4 the building has an Exposure Category 'C': open terrain with scattered obstructions having heights generally less than 30 feet. This category includes flat, open country and grasslands; 5.1.5 the building is a Condition I building on which neither of the following are true: • the percentage of openings in one wall exceeds the sum of the percentages of openings in the remaining walls and roof surfaces by 5% or more; and, • the percentage of openings in any one of the remaining wall or roof do not exceed 20 %. 5.1.6 the building is a Category I building located at the hurricane oceanline having to an importance factor (1) of 1.05. Chapter 23 of the South Florida Building Code requires the use of 'at hurrican oceanline' in all calculations. 5.2 The field, perimeter and corner area maximum design pressures determined under these conditions are noted in Table 1. 5.3 The field, perimeter and corner areas (ft to which the above noted maximum design pressures apply shall be determined in compliance with Chapter 23 of the South Florida Building Code. Page - 3 PA 128 6. Applicability of Roof System Assembly Installation 6.1 The applicant may use the maximum design pressures noted in Section 5, with the information contained in the Roof System Assembly manufacturer's Product Control Approval, to determine whether or not a particular system may be installed on a particular building in the South Florida Building Code jurisdiction (excluding exposure 'D' buildings and those roof areas having a height greater than 23 feet, a pitch in excess of 1/4":12" or an area in excess of 350 squares). 6.2 Using Table 1, determine the maximum design pressure for each respective roof area which corresponds to the applicable roof height range. 6.3 Referencing the Roof System Assembly Product Control Approval, check that the system's listed Maximum Design Pressure meets or exceeds that determined in Section 6.2 for each respective roof area. 6.3.1 The Maximum Design Pressures for the system manufacturer's various Approved Roof System Assemblies are noted in two sections of their Product Control Approval: • Maximum Design Pressures are noted vs. deck type in a section which is located between the "Test Reports" and "Systems" sections (see example, attached); and, • Maximum Design Pressures are noted within each system description in the "Systems" section (see example, attached). Note: The minimum value for Maximum Design Pressure for all Product Control Approved Roof System Assemblies is - 45 psf. 6.4 If the criteria noted in Section 6.3 is not met, then the applicant: • shall have formal design pressure calculations conducted by a Professional Engineer in compliance with Chapter 23 of the South Florida Building Code using actual building conditions rather than 'worst case' conditions; or, • shall not utilize the Roof System Assembly for the building in question. 7. Formal Design Pressure Calculations 7.1 As noted in Section 4.4, herein, the maximum design pressures outlined in Section 5 are derived from 'worst case' conditions and, therefore, may result in an 'over- designed' uplift resistance criteria. Page - 4 AUGUST PA 128 1. Scope 1.1 DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL PA 128 -94 ©1994 Metro -Dade Building Code Compliance Office STANDARD PROCEDURE FOR DETERMINING APPLICABILITY OF LOW SLOPE ROOF SYSTEM ASSEMBLY INSTALLATION This Protocol covers: 1) the maximum design pressures for the field, perimeter and corner areas of exposure 'C' buildings, determined in compliance with the design pressure calculations set forth in Chapter 23 of the South Florida Building Code, for 'worst case' conditions; and, 2) the procedure for determining, based on these maximum design pressures. whether a particular low slope, Product Control Approved, Roof System Assembly may be installed on a particular building having a particular roof height. 1.2 This Protocol applies to all continuous, low slope Roof System Assemblies which have obtained Dade County Product Control Approval and to all exposure 'C' buildings where the roof section in question has a height less than or equal to 23 feet, a pitch not greater than 1/4":12" and an area less than or equal to 350 squares. Exposure 'D' buildings, as well as roof sections having a height greater than 23 feet, a pitch in excess of 'W:12" or an area in excess of 350 squares, are not applicable for consideration under this Protocol. Such buildings and roof sections shall require formal design pressure calculations in compliance with Chapter 23 of the South Florida Building Code. 1.3 All formal design pressure calculations conducted under Chapter 23 of the South Florida Building Code shall be conducted, and reports shall be signed and sealed, by a Professional Engineer. 2. Referenced Documents 2.1 The South Florida Building Code - 1994 Chapter 23 Wind Loads Chapter 34 Roof Covering and Application Page - 1 AUGUST PA 128 2.2 American Society of Civil Engineers (ASCE - 7) Minimum Design Loads for Buildings and Other Structures 3. Terminology 3.1 Definitions - For definitions of terms used in this Protocol, refer to Subsection 3401.3(a) and/or Section 402 of the South Florida Building Code. 4. Significance and Use 4.1 The requirements and procedures outlined herein are intended to provide a guideline for Uniform Building Permit applicants (henceforth 'applicant') to determine whether a particular low slope, Product Control Approved, Roof System Assembly may be installed on a particular exposure 'C' building where the roof area has a height less than or equal to 23 feet, a pitch less than or equal to '/4 ":12" and an area less than or equal to 350 squares. AUGUST 4.2. Compliance with the requirements and procedures herein nullifies the requirement for a formal design pressure calculations, in compliance with Chapter 23 of the South Florida Building Code, for submission with the Uniform Building Permit. 4.3 Exposure 'D' buildings, as well as roof sections having a height in excess of 23 feet, a pitch in excess of 1/4":12" or an area in excess of 350 squares, do not apply to this Protocol and formal design pressure calculations, in compliance with Chapter 23 of the South Florida Building Code, are required for submission with the Uniform Building Permit. 4.4 The field, perimeter and corner area maximum design pressures noted herein are derived from 'worst case' conditions for an exposure 'C' building and; therefore, may result in an 'over - designed' uplift resistance criteria. The option to have a formal design pressure calculation performed for the building in question remains and these calculations shall take precedence over the maximum design pressures noted herein. 5. Maximum Design Pressures 5.1 The maximum design pressures herein are derived from 'worst case' conditions for an exposure 'C' building including the following: 5.1.1 the roof area in question has a pitch of /, ":12 "; Page - 2 PA 128 Job Address: ago c:NS SIR Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Ead W. Johnston Roofing, Inc. Contractor 5721 Deese Street Process No. Hollywo a, FL 33023 — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Built -Up Applications and Modified Bitumen Systems Page -10 Y N *Job Address: Be) Contractor Reviewed Field Test Data ?: Y Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Earl W. Johnston Roofing, Inc. tr ocess No. Hotlywo. d. -L ?S023 Plan Examiner Job Address: a%N ' t Earl W. Johnston Roofing, Inc. Contractor 5721 Dewey Street FfioiIywu i d, FL 33023 Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) /\f/a BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page-9 Earl W. Johnston Job Address: q• '15 Contractor 572 pin I tre�4 P y rocess No. HoIIywo: d, FL 33023 PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Earl W. Johnston Roofing, Inc. Job Address: n1t. ' 5 E t< ContBRtbDewey Street Hollywc:•a, I- 331123 Insert Building and Parapet Heights. (If no Parapet exists, insert W /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Ocean line?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Process No. Job Address: ago AE.. c i Earl W. Johnston Roofing, Inc. 21 Dewey Street COnti r :rt FL 33023 PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener • Spacing: _ o.c. Clip Type: Clip Gage: Ve,er Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment re Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: ' c `QTR Earl W. Johnston Roofing, Inc. ContrgetanDewey Street Hoilywo' cI, Ir L 33OZs PERIMETER DETAIL #3: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaden indicating Roofing Components names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Eavi W. Johnston Roofing, Inc. 5721 Dewey Street Job Address: of-10 g5 SIB ContrthdetWww FL. 33023 Process No. Top Ply: (Type and method of attachment ) (Type, if applicable ) H C - 57 a &L_T FR Hc�S 51==i-kC.___1 Surfacing: W 1- CART 9OLE- Flashing Materials: ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -3 Earl W. Johnston Roofing, Inc. Job Address: 'a ContrarairDewey Street Hollywo. a, FL 4.:1023 1 inches inches 1. inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N/A".) 77777,7777)7r Bonding Material: i 77o(757::77757:RP< Ply Sheet(s): G" Z LS PC- Bonding Material: : TAl s me ) ( F it ast b. en , Fastener: Base Sheet G&F L& rn N Vandicabie Bonding Material: ( ban sheet bonded ) Fastener: ( of top insulatson layer mech. attached) Top Insulation Layer ( opplicabk ) Bonding Material: ((trop Insulation layer bonded) Fastener: ( if insulanon mech. attached) Insulation: Bonding Material: ((f insulation bonded) Primer (l/ opplicab Je) DECK: TN Density, if concrete deck: 14f-1 rrE N A)ia rJ J /.) Vapor Retarder if applicable ) /NJ Gage or Thickness: R Process No. Built-Up Applications and Modified Bitumen Systems Page-4 Earl W. Johnston Roofing, Inc. 'Job Address: aqo q'5 Sh Contrast3t Dewe Street Base Sheet: Fasteners: Asphalt: APPENDIX 'E' Process No. METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved.) Ply Sheet(s): Cap Sheet: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems • Page -1 Earl W. Johnston Roofing, Inc. Job Address: aao nl✓ 9S sT!R ContracR21 Dew® Sth _ ( Check . one of the following) Recover Re -roof: ✓ / New Construction If a recover, is the exis ing Roof stem Assembly to be use as a bondin substrate If YES, to confi the subst (If'yes, at Proposed (Attach wi THE SYSTEM: s ad`, ate ?: ach A Fastene drawal r 907 to been carried out he exi ing membrane to ME90 test r= '•ort. ) ista ce t st re rd f plian r moisture ?: with Deck: (Briefly describe ) ASTM esion of Has the d ck been ex (Provide d to confirming Section 3 p1.9(c) . ) All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment ) kc8 -- "E -1 4 -1 15 1 15 LB i S Y Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Process No. Y N Y N I i,1 WILikiR EARi, W. JOHNSTON ROOFING, • INC. 5721 DEWEY: STREET . HOLLYWOOD, - .FLORIDA .330 Permit No. Tex Folio No. Notice of Commencement State of Florida County of . DADE The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 oldie Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (Ind ude Shed Address, If avallabk) 290 NORTH EAST 95 STREET - MTAMT SHORES, FLORIDA General description d Improve,nents MODIFIED FLAT RE-ROOF. Owner Steve GONZALEZ Address 290 NORTH EAST 95 STREET - MIAMI SHORES, FL. Owner's Interest In site of the Improvement Fee Simple Title bolder (If other than Owner) N/ A Name Address Contractor Earl W. JOHNSTON ROOFING, INC. Address 5721 DEWEY STREET - HOLLYW00J), FLORIDA 33023 Surety N/ A Adress Any person nwking a loan for the construction of the improvements: Name N/ A Address In addition to himself, owner designates NI A OF to receive a copy of the L enor's Notice as provided in Section 713.13(1)(b), Florida Statute :. Expiration date of Notice of Commencement (the expiration date is 1 year front the date of recording unless a different date is spedfieep. THIS SPACE FOR RECORDER'S USE ONLY Yv S ture of Owner \dtwj \L. t*twi' P s% • Printed Signature of Owner Sworn to and subscribed before me this T . of F X LYS)R ,19� S STATE OF FLORIDA, COUNTY 0" DADE I HEREBY CERTIfr Thal this Is a free oay o• `e °styino, ilod In this office on do o' , A. O. 19 „� nd Official Seal. ;+ ►_ ERK,ofciita ov.l7 -ov WITNESS my h � HARV E sy L o tary Public 1`1a RLe HC Printed Notary Signature My Commission Expires Pr/ 958068121 1995 FEB 21 10:25 LABEL 11•13 5/93 • LsA-4_3 n.:...., 44 .a . METHOD OF PAYMENT: Express Mall Corporate Acct- No. Federal Agency Acct. No. or FROM: (4^1_F-43E PRtN I) Inli Alpha Country Code Acceptance (i Clerk initials Postage' RIG1N`(POSTAt-USE ONO() SEE REVERSE SIDE FOR THE SERVICE GUARANTEE AND LIMITS ON THE INSURANCE COVERAGE EF446653035US } a 0 0 w 0 y z 0 w c w z✓=21 w rrlw era Titus Brothers Qoofiuig Company February 27,1995 Mr. Steve Gonzales 290 N E 95 Street Miami Shores, FL 33138 Dear Mr. Gonzales, My girl, Heidi, told me that you do not want us to re -roof your house per contract. Under the Florida statues, this is considered a breech of contract. I'm entitled to costs and lost profit. This figure comes to $332.00. Please, mail this amount to me by March 20,1995. If I do not receive this amount by specified date, I will hand it over to my $110.00 /hr. attorney. My attorney's costs will eventually be paid by you per our contract. The contract specifies that you will pay attorney fees whether the suit be brought forth or not. Please fill free to call me. S DSR /rb cc;file S. Raid - ; / ations Officer 128 NW 25th Terrace • Fort Lauderdale, Foorida 33311 Telephone 792 -7075. Established 1947 Again we regret that we can no longer do business with your company but the delay in the repair of our roof has increased the damage to our home and we must have the necessary work performed immediately. We mur honor the contract with the new roofing company and proceed as quickly as possible. ncere y, SteNteA K. G. zales VIA FACSIMILE and CERTIFIED MAIL - RETURN RECEIPT REQUESTED Titus Roofing Company 128 N.W. 25th 'Terrace Ft. Lauderdale, Florida 33311 Dear Sir: STEPHEN K. GONZALES 290 N.E. 95TH STREET MIAMI SHORES, FLORIDA 33138 (305) 757 -7422 RE: Roof Repair at 290 N.E. 95th Street Miami, Florida - Permit #37356. Please be advised that we are hereby cancelling the contract with your company to reroof our home. My wife and I regret that we must cancel the contract. In November, 1994, we requested that your company send us a quote to complete the reroofing of our home. We received the quote, we accepted the quote and was assured by your company that the reroofing would commence on December 26, 1994, immediately after Christmas. The reroofing was not commenced and we heard nothing from your company. Meanwhile our roof has very serious leaks and the heavy rains increased the damage to the roof even further. On or abou mid - January, 1995, we received a telephone call from Duane Raid,your office stating that your company was unable to obtain a permit from Dade County in order to commence the work. The employee ofered to reroof the house without the permit. We refused the offer. We heard nothing further from your company. Due the serious roof problems that we had we solicited quotes from other roofing companies and subsequently signed a contract with another company. We have been informed that Miami Shores will not grant a permit to that company until we formally notify you in writing that your contract has been rejected. One of the Titus Brothers was on our roof early this mopth. I informed hi that we did not want your company to perforW woik�. on our home. 1 MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT DATE Gentlemen: 02/28/95 17:22 MSV 001 "RQLP RARMLESB" LETTER Re: Property located at (address and legal description); 290 N.Y.. 99th Street; East half clef Let 6 and all of Lrt ?R of M; m; ShnrPs sectionl As legal owner o f t3t subject property, I request the cancellation of permit number 37356 issued to • rvfing rn on , for the fo owing reason: _ _. . f uw r -. - ... . .. .. - .. .. . - • ",11 60 • /, A •.ui11. -. - .. I here y app y as owner - builder, or authorize Inc. 14,,,. ng, Inc. to apply for such permits as are necessary to construct or complete the construction on subject property. and Miami Shores village a I agree to hold Frank LuBien, Building official, harmless and relieve it from any responsibility or liability for any legal action or damage resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I an requesting cancellation. very tr ly yours, a`- (sign) S-Eepher1 K. Gonzales (print) STATE OF FLORIDA) SS: COUNTY OF DADE) The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this 9 day of jf ✓ 7 W ( ) / 73 - Notary Public, State of Florida at Large MARY PUBLIC STATE Gig MAW MY COMAISSIW EXP. EA? /41995 BONDED THRU GENERAL. MS; wi: • r Date FEB 8, 199Job Address 290 NE 95 STREET Legal Description �J Owner / Lessee / Tenant Steve GONZALEZ Master Permit # 3 ,�� / Owner's Address 290 NE 95 ST. - MIAMI SHORES, FL Phone (305)758 -6600 5721 DEWEY STREET Contracting Co. EARL W. JOHNSTON ROOFING, INC. Address HOLLYWOOD, FL. 33023 Qualifier EARL W. JOHNSTON State # CC CO5707Minicipal # Competency # Ins.Co. Architect /Engineer N/A Address Bonding Company N/A Address Mortgagor N/A Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION MODIFIED FLAT RE -ROOF: 75 lb fiberglass base sheet, 1 ply of 15 lb.felt with hot asphalt, MOPDOWN PLUS FR MODIFIED WITH HOT ASPHALT, GALVANIZED 4 x 4 INCH EAVE DRIP METAL, WHITE GRANULAR SURFACE. Square Ft. 2300 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 411 - Wrwill be done in mpliance with all applicable laws regulating construction and zoning. F rthimo4e, I au horize t above -named contractor 9 d424 th work stated. o o p{ Q 4 01 / 1 11) 'IILA - Signat e of o :r and /or Condo Presi. ° C nR Signature •4 Contractor or Owne a.cs Date• a Q • `y � � a: j ! r, Not as t Contractor or Ownetl1d My Commission Expires: g.a 6 8 d PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Not r as • Owner and /or Condo Presid My Commission Expires: 3.6k4.9-7 c r p r I 0 ** * 4 d *1 ** FEES: PERMIT N RADON C.C.F. APPROVED: Fire Zoning Buildin Mechanical Plumbing SS# Phone (305)989 -7794 Estimated Cost(value) $5.595.00 Tax Folio NOTARY TOTAL DUE ,51 Other Electrical Engineering GAFGLAS® Specification N -B -3 -C Specifications General Application recommendations detailed on pages 23 -26 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 or the deck manufacturer. See "Special Instructions" below. 3. Starting at the low point of the roof, mop two 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 root area. Asphalt Requirements In:erply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asphalt Type Up to 3" Steep ASTM Type III 3 "— 6" HT -Steep ASTM Type IV On slopes up to V2 inch per toot, Flat ASTM Type 11 may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coating. GAF Grundy Fibered Aluminum Coating, GAF WEATHER COAT® Emulsion, or GAF Special Roofing BI °umen may be used for surfacing. See "Coatings for Smooth Surfaced Roof Systems," page 26. Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT® (Vent Ply) for Nailable Decks (required for freshly poured gypsum decks), GAFGLAS #75 Base Sheet, GAFGLAS® PLY 6 ®, and GAFGLAS Ply 4. For wood decks, and structural woodfiber decks if GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, sheathing paper is required. 3. See "Nailing of Base Sheet," page 24. 4. For roof slopes exceeding 1 inch per foot, all plies must be back - nailed 4 inches in from the felt edge. (See "Installation on Steep Roofs," page 10.) UL Classification UL Class A A B C Surfacing Substrate Slope GFAC GWCE GWCE GSRB NC NC C C 3 " 1 / 2 " 1/ 1 /2" UL Chart Key 1. Surfacing GWCE = GAF WEATHER COAT Emulsion GFAC = Grundy Fibered Aluminum Coating or a1 MB Aluminum Roof Coating GSRB = GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc.. plywood (min. 15 /32 inch thickness), oriented strand board (min. 1 /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. GAP BUILDING MATERIALS CORPORATION Reliable Deck Sheathing Paper (II required) 2" Side Lap r GAFGLAS Base Sheet (see below) GAFGLAS Ply GAF Roofing Asphalt Surface Coating South and West Zones Only Nailable decks up to 6 inches per foot slope. Wood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks (not including lightweight insulating concrete). Materials Approximate Weight Per Square Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Roofing Asphalt Surface Coating GAF Special Roofing Bitumen GAF Grundy Fibered Aluminum Coating GAF WEATHER COAT Emulsion 11-69 lbs. 22 lbs. 50 lbs. 20 lbs. 12 lbs. 21 lbs. Total 136 -194 lbs. Guarantees Available Specification Liberty Guarantees N -B -3 -C 10,5+5,5 yr. 53 '•.I Er I ELEI-' 1 74 P19 MAR 29 ' 94 12:0? 'Acceptance Number: 93- 1130.05 Approved: , L1EC 1 3 1993 Expires: OEG 1 3 1996 field design velocity pressure of -45 psf. 8. perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 7. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximwn field design velocity pressure of-45 psf. 9. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida 1luildi.ng Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 10. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 11. Refer to GAF specifications for appropriate flashing materials and their applic atiou. 12. lfcr to one of the following GAF specifications for this application: 1 1i - 5 - M, I- 13 5 -M/P6, 1 I 0 4 G - /F6, 1 1 1 I B 4 - G,1 - 13.443/P6,1 13 - 4 - C, 1- 13- 4 -CIP6, I- 13-4M, 1- 134 -M/P6, I -03 -G, h03 -C, I - - I - B - 1- t3 -3 -C, 1•T- B -5 -0, N- B.5 -G/P6, N- B -5-C, N- 13 -5 -M, N- B- 5 -MIP6, N N - B - 4 - 0(C1), N- 13 -4-C, N- 13.4 -M, N- 13 -3 -G, N- 13- 3- G(CT), N- 13 -3-C, and N- B -3 -M. 13. A withthawal resistance test shall be carried out on all reroof and recover projects to confirm rm deck integrity. 14. System may be applied to Loadntastcr deck system providing the metal deck is not less than 25 ga.. The roof system shall be bonded to a suitable insulation substrate. 15. This roof assembly, when applied over a perforated Stratavent base sheet in an intermittent mopping of asphalt is approved for use over a non nai.lable or insulated substrate to a maximum design velocity pressure of -30 psf. 16. Walkways may be fabricated from one ply of 1 uberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. Cif Diamond, P.E. Comment and Limitations Apps cued: UCC 1 3 1993 Expires: LUEC 1 3 1996 - membranes vertically on slopes of 1.inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps crust be at wood Hailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved rooting [nails and tin caps. The Rubcroid membranes shall be terminated at wailers as dictated above_ for non - insulated wood decks, ter initiate and nail the end of Ruberoid membrane on the saute nailer spacings indicated above. The membrane must that be nailed off on 6" centers, 2" front the top of the membrane., into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping mentbrane must extend al least 6" past the center line of these nails. See Apptoved Insulation and Fastening Pattern list attached. Refer to (JAF requirements for application of steep roofs. 1. lvlaxitnutl slope shall be 6": 12" unless specifically approved by (.YAI Technical Department. (A.uy application over 1 ":12 ", shall lewd' e backuailirtg . of all pies 4" in from the back edge of the felt into wood niters.) Ou slopes greater than 1 ":12" all plies shall be instatltxl parallel to the slope. Nailing shall be through tin caps 6" o.c.. M1 overlapping shall overlap the tin caps a minimum of 6 ". Refer to GAF requirements for installation of steep roofs. Note slope limitations on gravel surface specifications to a maximum of 3 ":12 ". 2, An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All iniitneter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D -312 requirements. 5. Bonding and dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be fully primed with ASTM D-41 pr inner for asphalt applications and allowed to fully dry. 6. This roof system assembly, when applied over a wood plank deck with art AS'TIv( D -2626 or D -4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga. anntilar t ing.sbartk nails and tin caps has been approved for use to a ruaximunt / Gil Diamond, P.E Surfacing (GAF Special Roofing Bitumen Grundy AL MB Aluminum Roof Coating GAF WEATHER COAT. Emulsion GAP WEATHER COAT Emulsion Al' Acceptance Number: 93- 1.130.05 Approved: 1 EC 1 3 1993 Expires: !DEG 1 3 1 996 maintaining 50% adhesion, using type ill or type IV hot asphalt at a rate of 25 lbs. per square ±20% or Gafglas perforated Stratavent applied d►y to the insulated substrate and mopped over with i full propping of type 111 or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. flysheet Starting at the low point of the roof, apply one, two, or thxce plys of Gafglas0 Pty 4 or Gafglas Ply 6 applied in an ASTM D -312 type DI asphalt at a rate of 25 pounds per square f 20 %, in shingle fashion. Install plyslieets in compliance with GAF application published application considerations. Membrane (Optional) • Starling at the low point of the roof mop one ply of Gafglaset Mineral Surfac .d Crap Sheet applied in an ASTM D -312 type IIl or type IV asphalt at a rate of 25 pounds per square ± 20 %. Cap sheet shall be applied in strict compliance with the application considerations published by OAF. Option #1: Apply not Less than 400 pounds per square of ASTM • D -1863 aggregate or 300 per square of slag in a 60 Ibs.sq. ± 20% pour coat of an ASTM D -312 type III or type 1V asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: Roof coating Rate 3 gal. /sq. l'/ gal. /sq. 3 gal. /sq. 1 2 gal./sq. Note slope limitations and membrane aging requirements published by GAF. • Fastening Install all plies of Gafglas Felts used iu conjunction with all Ruberorr , 05 - h: 3 '. - 9=+ E I F- LE ' with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof stufaces used as a bonding substrate shall be tested for uplift resistance w compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D -41 pruner and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 11. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM ll -312 type.1lI or type IV asphalt. Note_: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, printing of the swl<ace with ASTM D-41 primer, and a flood coat of asphalt, prig to mopping of the insulation with bonding asphalt. Refer to GAl published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Aasesheet Option 111: One ply of Gafglas 1175, Gafglas Stratavcut (non perforated), Gafgas r'ly 4, or Gafglas Ply 6 mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the held. Option 112: ()tie ply of (ialglas #75, (iafl las Ply 4, Galglas Ply 6, Gafglas non- perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in cotuplianc a with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in r l 1 74 P16 I•IHR 29 ' 94 12: Acceptance r+umucr: y jp- 11ju.u) Approved: OCC 1 3 1993 Expires: !KC 1 3 1996 Gil Diamond, P.E. r, ='• '. I Bit: Lt-1= 1' �J P15 MAR 29 ' �4 12:05 .1!, .1«)-1)A as' U 11.1y OF CODE COMPLIANCE I'IWDUC'I' APPROVAL SEU'fION System Number 1 (BUR) Deck Steel /Wood Insulation (Optional for wood decks only) Acceptance Number: 93-1130 1 11 .05 Approved: IVW 1 3 193 Expires: ; DEC 3 1996 Deck description 18 - 22 ga. steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. Foe steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of t :211. Field fastener testing is required on all re -roof projects to coniirnt a uwriruu.nl withdrawal resistance of 400 lbs.. Systems installed over steel deck less than 22 ga. require written approval flour GAC"1'echnical Department. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. "11re vapor retarder forms part of the roof asseubly for lire classitica tion. Sec Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosiu sheet luny be applied below the base sheet over wood and plywood decks. Wood fiber; fiberglass; perlite; polyisocyanurate; perllteJisocyanurate composite; basalt rocktivool, or gypstuu board: Insulation shall be either bonded to a nailed base sheet (see base sheet nailing pattern) in a full mopping of ASTM D - 312 type III or type IV hot asphalt or mechanic. aIly attached with a Factory .Mutual approved fastening assembly listed with the insulation panel. (See Approved Insulationts and Fastening Pancras List). (Recover) Moisture content in apt existing built -up roof must be in compliance 011 Diamond, P.E. Company /Applicant GAF Building Materials Corporation (BUR) TESTING Company Performing Test Factory Mutual Research Corporation /5 Acceptance NUlnuer: yJ- 1 1JV. Uj App; ;Ved: QEC 1 3 1993 Expires: .! JC 1 3 1996 Test Name/Report J.1. 0Q6A6.AM J.1.012Q4.AM .1.1.OT4A1.AM J.I. 1 R1A6.AM J.I. 1V8A4.AM Date 07/16/91 10/17/91 08/26/92 11/15/91 06/28/93 d RUBEROID Mop FR GC10119 (5/92) introducing RUI3EROID 20/30 FR GC10137 (1/92 -1) RUI3EROID 20/30 FR GC10134 (5/92) /; AccepPance Number: 93-1130. 05 DEC APP�oved: 1 3 1993 Expires: ! EEG 1 3 1996 Gil Diautond, P.T. System Description: Acceptatfc e Num ber: 93- 1130.05 Approved: • SEC 1 3 1993 Expires: [DEC 1 3 1996 GAF 13ulilding Materials Corporation has been manufacturing commercial roofing products for more than • 100 years. GAF products a wide range of roof products for built -up turd modified bitumen roofing systems. The modified bitumen products include both API' (Atactic Polypropylene) and SBS (Styrene Butadien Styrene) products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to • meet the demands for urultilayer Sf3S modified specificatons. r GAF products are distributed through a wide network ofroofutg wholesale distributors thoughout the South Florida area. The Technical Service Office is located in Wayne, New Jersey and can be contacted at 1- 800 - ROOF -411. GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation and Undrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Modified Bitumen membranes have been tested in compliance with ASTM D -5147 test requirment. Test data is ort file. The following documents were submitted with the application: 1993 Sweets Catalog Intxducing Ruberoid 20/30 FR Information Sheets: GAFGLASO Strataveut Base Sheets GC10043 (5/92) GAFGLAS Mineral Surfaced Cap Sheet GC 10042 (5/92) GAFGLAS Flashing (1C10044 (5/92) GAFGLAS #75 Base Sheet Gc10041 (5/92) GAFGLAS Ply 4 GC10040 (5/92) GAFGLAS Ply 6 GC10039 (5/92) Cements and Coatings 2223 - 308113 GAF Vent Stacks (1990) Built -Up Roofing Asphalt 2223 (1986) GAFGLAS) Built -Up Roofing Applications and Specifications, 1993 GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993 Commercial Roofing Systems and Products, 1993 RUBBROIJ.)® Torch Plus GC10040 (5/92) RUBEROID Torch FR GC 10039 (5/92) RUBEROID Torch 0C10122 (5/92) RUBEROID Mop GC 10l 13 (5/92) RUBEROID Mup Plus ('IC10116 (5/92) Trade Nantes of Products Manufactured by Others: Cotnpany /Applicant Product Name FM -30, FM-45, FM -60, FM -900 Fasteners AL lvW Aluminum Roof Coating Nails Tin Caps CR - Base Sheet Plate CR -Base Sheet Fastener CR -1.2 Base Sheet Fastener 14ai1- Tite® Type A Tin Caps Red Rosin FM-30 Disc Nail - I Type R Approved VW 1 3 1993 Expires:' DEC 1 3 1 g6 Product Description Base Ply Fasteners (Lightweight Insulating Concrete only) Roof Coating Min. 1112 corrosion resistant annular ring shank nails, FF -N- 105 -B, Type 2 • Min. 32 ga. x 1 5/8" corrosion resistant circular discs 2.75" galvalume steel stress plate CR -10 coated galvanized steel fastener. Head size: 1.125" x I"; Length: 1.2" CR -10 coated galvanized steel fastener. Head size: 1.125" x 1"; Length: 1.2" Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Min..010" (32 ga.) x 1" is corrosion resistant disc Rosin paper for barrier layer on wood decks Galvanized steel 13ase Ply Fastener (Lightweight • Insulating Concrete only) (See FM listings for approved Insulation taste�tie►s with specific insulation panels.) Manufacturer ES Products, Inc. Grundy Industries Generic Generic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ES Products Generic ' Generic Disc for ES Products FM -45 ES Products, Inc. and FM -60 Dase Ply • Fasteners ES Products, Inc. Trade Names of Products Manufactured by Others: Company /Applicant GAF Building Materials Corporation (BUR) Product Name lnsulfixx Fastening Systems Steel & Concrete Insulation Fastening Assembly I)ekfast fastening, Assemblies Ruufgi ip, Gt ipd'ek Olympic, Contite Itawl Spike® New Striker, 'fapcon DckJast I/14 & # 15 Fneutek CDTF AST.ivi D-41 Primer ASTM D -311 tooling asphalt Rawl Deck Screw Rawl Loop Toggle Rawl R wliteds) r7 Acceptance Number: 93-1130.05 Approved: DEC 1 3 1993 Expires: QEC 1 3 1996 Product Description Steel Sc Concrete Insulation Fastening Assembly • Steel & Concrete insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Concrete Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Asphalt Primer ' Bonding Asphalt Steel & Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly (See FM listings for approved insulation fasteners with specific insulation panels.) 7 Manufacturer . SFS/Fabco Construction Fasteners, Inc, ITW/Buildex Olympic The Rawlplug Company ITW/Buildex ITW /Buildex Pneutek Generic Generic The Rawlplug Company The Rawlplug Company The Rawlplug Company Trade Names of Products Manufactured by Applicant: plastic) I irrrc Acccptrcc Nu.nbcr: 93- 1130.05 _Approved: (UEG 1 3 1993 Expires: tOEC 1 3 1996 systems used to relieve built -up pressiue within the roof system, GAF Vent Stacks are available in metal or , plastic. GAF Vent Stacks shall be used for flashing applications only, Gil Diamond, P 3 - J. C. • !7J Trade Names of Products Manufaclwed by Applicant: GAF Plastic; Cement GAF Jetblak'r All- Wcathcr Plastic Cement GAF Asphal/Concrete Pruner GAF Mineral Shicld0 Granules GAF Caftite hoof Insulation Fasteners Lo I._1_37 Acceptance N wither : 93- 1130.05 Approved: tUEC 1 3 1993 Expires: UJEC 1 3 1996 GAF Plastic Cement is used for installing flashing material. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF Plastic Cement shall be used for flashing applications only. GAF JetblakT ' Ali - Weather Plastic Cement is used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 11. Packing: 1 and 5 gallon pails, GAF Jetblaktm All - Weather Plastic Cement shall be used for flashing applications only. GAF Asphalt/Concrete Primer used to promote adhesion of asphalt in built -up roofing. Coverage: 1 -2 gallons/square; Packing: 5 gallon pails, 53 gallon drums. GAF Asphalt/Concrete Primer shall be used for flashing applications only. Granules for surfacing of exposed asphalt, cold process or emulsion. Packing: 60 lb. bags. GAF Mineral Shield® Granules shall be used for flashing applications only. Various fasteners for use over steel, heavy steel, plywood, structural concrete, cementiUOUS.wood fiber, gypsum, and lightweight concrete decks. GAF Gallite Roof Insulation Fasteners shall be used for flashing applications only. Veal Stacks (metal and GAF Vent Stacks are one way valve Trade Naives of Products Manufactured by Applicant: Gafglas S tratavent Perforated GAF Weather Coat® Emulsion GAF Fibered Aluminum Coating GAF Jetblak'LM Flashtile® Cement Acceptance Number: J3- 1130 Approved: ' 0. EO 1 3 1993 Expires: t C 1 3 1996 Dimensions: 39.4" x 30.5'; Roll size: 100 ft.'. Gafglas® Stratavent Perforated is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gafglas0 Stratavent Perforated is surfaced with granules. Gafglas1) Stratavent Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks, Gafglas® Stratavent Perforated shall be used for flashing applications only. Roll weight: 601bs; Dimensions: 36' x 3'. GAF Weather Coat® Emulsion is a surface coating for smooth- suraced root's. Coverage: 2.5 gallotts/square.; racking: 5 gallon pails. GAF Weather Coat® Emulsion shall be used for flashing applications only. GAF Fibered Aluminum Coating is used to protect smooth- surfaced composition toofs,uretal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. GAF Fibered Altuninuru Coating shall be used for flashing applications only. GAF JctblakTM Flashtite® Cement is used for flashing and eave construction. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums GAF JetblakIM Flaslttite® Cement shall be used for flashing applications only. Trade Names of Products Manufactured by Applicant: Rubetoidtf?) 20 (FR) Rubeaoid(b 30 (FR) ltubeioid0 Torcit Gr anule: Ruberoid® Mop Granule Acceptance Number: 93-1130 . 05 Approved: ' DEC 1 3 1993 Expires:. L 1 3 1 n6 ltubctoid® 20 (Flt) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Ruberoid® 20 FR is a fire retardant polymer SUS modified biturnen. Ruberoid&8) 20 (FR) shall be used for flashing applications only.Roll weight: 95 lbs.; Dimensions: 39.4" x 45.5'; - Roll size: 150 R.'. Ruberoid® 30 (FR) is the top ply of a two ply systetu also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (ER) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Ruberoid® 30 (FR) shall be used for flashing applications only. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 10011. Rubeioid® Torch Granule is a urocliied bitumen membrane with a polymer asphalt coated polyester mat Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Ruberoid® Torch Granule shall be used fur gashing applications only. Roll weight: 102 lbs.; Dimensions: 39,4" x 30.5'; Roll size: 100 R.'. Ruberoid® Mop Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Ituberoid® Mop Granule shall be used for flashing applications only. Roll weight: 103 lbs.; Trade Nantes of Products Manufactured by Applicant. Rubel oidID Mop Plus Raberoid.l) Mop FR RuberoidIP Mop Smooth Accetaip. 1. Approvet1: UEG. 1 3 1993 Expires: IOU 1 3 1996 bitumen uten►btane wi a polymer asphalt coated polyester mat. Ruberoid ®'Torch Smooth is smooth swfaced and applied by torch. Itubcroid® Torch Smooth shall be used for flashing applications only. Roll weight: 87 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 11. Rubetoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid) Mop Plus is surfaced with granules and applied in hot asphalt. Rubetoide) Mop Plus shall be used for flashing applications only. Roll weight: 98 lbs.; Dimensions: 39.4" x 30.5'; Roll Size: 75 ft.'. Rubcroid® Mop FR is a fire retarding modified bitnnien membrane with a polymer asphalt coated polyester mat. Ruberoid') Mop FR is surfaced with mineral granules and applied in hot asphalt. Rubcroide Mop FR shall be used for flashing applications only. Roll weight: 110 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft'. Rutrrroid(g, Mop Smooth is a modified bitumen membrane with a polyiner asphalt coated polyester that. Ruberoid® Mop Smooth is smooth surfacal and applied in hot asphalt. RuberoidV Mop Smooth shall be used for flashing applications only. Roll weight: 88 lbs.; Dimensions; 30.5'; Roll size; 100 it'. Trade Names of Products Manufactured by Applicant: Gafglas® #75 Gafglas® Mineral Surfaced Cap Sheet Gafglas® flashing Ruberoid® Torch Plus Rubcroidt Torch FR Ruberoid® Tot eh St moth r7 -L. I PO4 111:1R 29 Acceptilict= vi lu l l ix:l • 9 3 — 111 J V. U) Appl'OV PEC l l3 3 3 Expires: • Gafglas® I l5 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Gafglase Mineral Surfaced Cap Sheet is an asphalt coated glass fiber mat cap sheet surfaced with mineral granules that is in co with ASTM D -249. Roll weight: 76 lbs.; Dimensions: 3' x 108'. Gafglas) Flashing is an asphalt coated glass fiber mat flashing sheet available in duce sizes. Roll weight: 25 lbs., 38 lbs., 76 lbs.; Dimensions: 1' x 72', 1' /2' x72',3'x72'_. Ruberoide Torch Plus is a ntodified bituinen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Ruberoid® Torch plus shall be used for ❑ashhig applications only. Roll Weight: 93 lbs.; Dimensions: 39.4" x 22.7'; Roll Siie: 75 ft.'. Ruberoid® Torch FR is a fire retarding Modified bitumen membrane with a polymer asphalt coated polyester Mat. Ituberoid(10 Torch FR is surfaced with mineral granules and applied by torch. Ruberoid® Torch FR shall be used for flashing applications only. Roll weight: 90 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 V. Ruberoid® Torch Smooth is a modified '94 12:00 • Manufacturer: PRODUCT APPROVAL SECTION • • ROOF SYSTEM APPROVAL GAF Building Materials Corporation (BUR) 1361 Alps Road Wayne, NJ 07410 Product Control No.: System: Membrane Roofing System Subsystem: 13UR TYPe: Buiit up Rooting System Roofing System'lype: Asphalt Contact: Trade Nantes of Pmlucts Manufactured by Applicant: Gafglascfn Ply 6 Galglas4) Ply 4 (Yafglas Stratavent® William 1. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.05 Approved: EC 1 3 19 Q 1 3 1996 Expires: Gafglas® Ply 60 is as asphalt coated roofing felt with a glass fiber mat. Roll weight: 52 lbs.; Dimensions: 3' x 180' Gafgtas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 44 lbs.; Dimensions: 3' x 180'. Gafglas Stratavent® is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gallas Stratavcnt is surfaced with gta.ules. Roll weight: 69 lbs.; Dimensions; 3' x 36'. GAF Building Products Corporation (I.IUR) 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Built -Up Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Iviaterials and Types of and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual Reascarch Cuipo ation, and Underwriters Laboratories, Inc., has been recommended for acceptance by the Building Code Compliance OO ce to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et sec . and in the Standard Conditions detailed on page 3. ACCEPTANCE Not • 93_1130.05 EXPIRES: 1 3 1996 THIS IS TIIE COVEBSBE T, SEE A.AU>l'X'XONAL PAGES FOR SPECIFIC AND GENERtAI, CONDITIONS. • This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPRU vED: DEC 1 3 19 9 3 PItODUC'T CONTROL NOTICE OF ACCEPTANCE **PLEASE NOTE** 1 METROI'OL I I AN DADE COUNTY, FLORIDA" METRO -DADE FLAGLEA BUILDING [3UILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO - DADE FLAGLER BUILDING 140 WEST FLA(3LER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 Gil Diamond, P.E. Product Control Division Supervisor Charles Danger Building Code Compliance Department Metropolitan Dade County PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY Date Job Address 29 � h C 9S 5 ' 4('444ti $RAPS. Tax Folio Legal. Description .607.5 $ /6, gAck 2 , At, , SAgskES .5 z, / Master Permit # Owner S dd .4) G o du v..4/6S Owner's Address .290 9-5 /0/Am.4/ 1.93/3? Contracting Qualifier State 4t Co . 7%4.4s Nogos, ecx4sPAJG -.1 oc E, — 77 SSdb $ Phone (3o S, 79Z- 7 D7,$ J eQQ._ © /6 z�(t Architect /Engineer Bonding Company Mortgagor Permit Type( ROOFING) BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN r.7At` WORK DESCRIPTION,7 - 7 - BAS .2 Ae-.c G/�e -ss 4 u , a/i,9044/T 4 /44.h, 4T- / zee 99A-r 4/.4f Square Ft . / X00 AA Estimated Cost .Z Soo ° = m WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOIR FAILLRE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR II4)ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING SUCH NOTICE. Application is hereby made for a permit to do work & installation as indicated. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, & 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 -named contractor_* do the work stated. A BACKFLOW PREVENTION DEVI E may be required on this property. Call the Public orks t. A AP at 787 -1001 or visit heir office at 18 rt -.st 0 Street. Personally Known ,FEE Signature of Prop elray Owner or Condo Pres. Signature Sworn o & subscribed before me this (p day of Fc 71' 2 , 19 Q (Print, Type, or Stam TYPE OF I.D. PRODUCED Zoning Mechanical Building Plumbing Tenant Competency1t Ins. Co. Address Address Address Sworn to of (Print, Type, or Sta Personally Known TYPE OF I . D. PRODUCED 958 - 6600 (1.0 Day -Time Phone ZS Address /2gAJ. 0 . - 7 - E Q. L 1,41.e d Pc, 3;3 t/ Electrical Engineering /1- 324) C - 0/3 - me this / day , 19 . 1 STATE OF FLORIDA OOU TYCF Q t l >- In addition b himself, the owner designates Of No ry Public 1 Aff Fri red Notary Signature OI F C P . ",'')' 'At:Y `.;;iAL NOTARY PUBLIC `,::1711 CP rLOlRMA STATE OF FLORIDA, COIJ'•IT't 0 DADE I HEREBY CERTIFY 1 Cr 1 • •."...-•ry of the } o,ginn!(ilo i • t day of I a 9 . n•!Counfy Courts 1, - - • U.C. FUME. t RUVI By THIS SPACE FOR RECORDERS USE ONLY The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of th Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1- al description of property (include Saept Address, it a ailable) F TA \' +�' \,..,%1 �A � �\�\- ddr l'i< SC' N\\ R` l \ .\T'\v �.: \ 1 . �qc� VA - E . n.5 S �M \ _ !.K\ ��te ..-. (L.∎ t\- 3 12 Generat description of improvement$: RE -ROOF Owner' '` D ANI`o. V.- - O ty Z N\--\� Via, �,C` `t & Address) N - C - \\ ` ∎ Sill - Owner's interest in site of the improvement P A Fee Simple Title holder (if other than owner) Name Address Contractor Titus Brothers Roofing Company Address 128 N.W. 251h Terrace, Ft Lauderdale, Florida 33311 Surety Address N P Amount of Bond $ Any person making a loan for the construction of the im vements: Name v Address r1 Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7 Florida Statutes m Nae `� Rddrzss r (` NOTICE OF COMMENCEMENT PERMIT NO.: TivX FOUO: 421C0.7 ' / M r Iv.\ t �� '�3 94R5913967 1994 DEC 30 12: 3 3700 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement ( the expiration date is 1 year from th date of recording less a different date is specified). �.� 4,, Si pature owner/Agent (Title) '"� ' Printed Signature of Owner /Agent (Title) Sworn and subscribed to me thi • " � day of �L�( Pi'17��? 19 9 5 7 . Prepared by: H. Titus 128 NW 25th Terrace Ft. Lauderdale, FL 33311 Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date - ? ` Job Address -90 41E' 9,5 Tax Folio / - 3 - 37oO Legal Description x014 554/ F/ -Z9 Shg53 Owner / Lessee / Tenant 516 p /' 758- -6600 u/ Owners Address . b �' E, l S� 57, Phone 7s7-7 W Contracting Co. � S" %F.Qos �- State # Q ( 2-61 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): n DING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1S GQo WORK DESCRIPTION ,-e ^?S ,� r41,4 t.N /x .00FT ,e(f 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 -named contractor to do the work stated. Signature of owner and /or Cdndo President Signature of Contractor or owner- Builder Date: it -' Date: i � , r �> / �� p i-' i,i, t Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * * * * * * * * ** f � FEES: PERMIT `' RADON C.C.F. 1 . NOTARY TOTAL DUE ))c; APPROVED: Fire Zoning Buildin 56z_, / Address / ,i .LZ, 414“b. 33W// 77' Master Permit # Estimated Cost(value) ArpeD Notary as to Contractor or Owner- Builder My Commission Expires: Other Electrical Mechanical Plumbing Engineering BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Lot Description — Address of _. Building MIAMI SHORES VILLAGE. FLORIDA ❑ DATF I Z - ' .> 195 PERMIT N° 4772 Contractor's I '? ❑ Work to be performed under this Permit Owr of _ Build u a1 Subdi- vision Value of Project $ Amount of Permit $ v This permit is granted to the contractor or builder named above to construe the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the staslements or specifics ions and that he assumes responsibility for work done by his agents, servants or employees. / if Signed- C INSPECTOR ,/� In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, dr ings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit. I assume responsibility for all ,work doe by either, myself, my agent, servant or employee. • / CONTRACTOR OR BUILDER BY AUTHORITY 6°4190' MI..4.4I SHORES VILLAGE, FLA. • JOB > Cq £5 Eke J o ADDRESS Z 9 0 /U- c' . S ' N9 5420 INSPECTION ' 'J TIME READY `° /2-17 - REMARKS • Tc`'/L- t)&-c) ROB e L)ti 0 - r4 / S Ti4C_C. -- 1 11) 1.01L P INSPECTOR "Li g6 DATE V -1 7 _ LZ MIAMI SHORES VILLAGE, FLA. JOB /k /. C- - f c - - -e- i, 7 ADDRESS ci CS Al- 6 54 INSPECTION 1 n — TIME READY P41 n) Tr REMARKS- INSPECTOR N9 5471 DATE