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390 NE 93 St (10)Company Wa Phone # For Inspector: `OI Name & Date MIAMI SHORES VILLAGE / BUILDING DEPARTMENT ) 395- 795 =2204 `kp Building Inspection Request Date I 0 1 0 2 Time Type Insp'n ( no I W Permit No. BP 03- I5 Name 3011 vla n Address 3% V MF CIS 3 Approved Correction Re- Insp'n Fee o 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5-70-2204 • Building Inspection Request n Date ] C�-a ( ,ll 0 ( L '�� Time JI Type Insp'n1 a ( ' Permit No. '`.{f 0 ?)- Name 1J vK ‘ C Address ,� q () N S Company OIPG{ Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ac owledge who is personally known c'^p +y&flt xpire �� As' tion a4ndfildhlid take an oath. "..0' MIMIC Bonding CO„ Inn: day of ✓(J , 20C1�bY 1 �Q1YP APPLICATION APPROVED BY: chc6/1 8/03 Signature Contractor before me this' The foregoing instrument was acknowledged before me this t a day of i' , 20 W by `;In tb , 1 198 who is personally known to me or who has prod uced as identification and who did take an oath. " Mabel Vargas NOTARY PUB' � �� ', � Mabel sion � DD23 ± j Sign: ;/ft tlL A "f Print: it® ��'�� 41 0a,. My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. X SEP 18 2003 Plans Examiner : Zoning BUILDING PERMIT APPLICATION FBC 2001 Owner's Address j go At- 93 Se- city/14j , e • Tenant/Lessee Name State Contractor's Address 'It /Le /0 co City nil LCtti/1 S 1(1Yes' Qualifier (,(/I i e I G.. Architect/Engineer's Name (if applicable) Architect/Engineer's Address City $ Value of Work For this Permit LW Number of: Bays Stories Type of Work: Describe Work: Miami Shores Village • Building Department Addition DAlteration RECEOVED SPA 20U3 - 3q0 ,? q3 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO u Permit No. bPa033 _ 15a3 ter Permit No. Zip 33 3 Phone # 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Pfeil 1 S U ELI 047J Phone # 32 Zip Contractor's Company Name - b /L/ P-O c 7 ° 7 Phone # 305. 7P/ 98'9 State Zip J313 s' Phone # Zip Square Footage Of Work: l.&rtc /) Families Bedrooms Baths ONew Repair/Replace 0 Demolition * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Misc Permits * * * * * * * * * * * * * * * * * * * * * * * * ** * ** County Escrow Fee $ • (00 Permit Fee $ (00 .00 Notary $ 5,0U Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Fee Totals $ (Continued on opposite side) PooA CX- 4Gbg- oNer HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATIONTORITO'tOF/NO — CONSIDERATIONS 1524.1 As:it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. I • 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. p , 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. @ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimetededge walls or other roof extensions may block this di if ' overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. " Ventilation: Most roof structures should have some ability to vent natural airflow though the interior r o of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature CMOCCl1t.lsyiLOCALS. Tssi3LCTIO$ / «l ©J Date • • f • Contractor's Name: bktg le cq /'t'C- Job Address: ROOF CATEGORY O (Low Slope Application) ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) • ❑ (Metal Roofs/Wood Shingles & Shakes) ROOF TYPE 0 New Roof 4 ' • ❑ Re- roofing ❑ Recovering 1 DECK - TYPE 1 FT FT e • • ATTACHMENT FASTENEkl fPE DETAIL 1EZ SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION SPA !NG FIELD P r 39D/LE93 e r s ❑ (Mortar -Set Tile)' ❑ (Other) ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) MCC turf a Flat Roof Arca (ft Sloped Roof Area (ft Total (ft Master Permii No Exposure category (per ASCE 7 -98): Building Classification category (per ASCE 7 -98): RGUI Maintenan 1 ' 1 1 `•� • waw a rr -"- Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) i ce, e� 26 ' >� G iS-D S `7As'�Fip 1 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 it•sV Q 38 39 63 64 14 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 7 Du Quesne & Associates, Inc. UTR 1 3 6 2 Consulting Engineers Environmental • Civil • structural I I Testing Laboratory Buildin Inspection services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 1 1 Owner's Name: h4 ' 9 1 � . l V Permit #. 4 5 18 O Job Address 3°Io tot ti 3 ' T ).4 'Afro 6 fko 2 5' FL I , Roofing Contractor: Q V t T - ' 00 t o Type of Tile: 't �� r — 0 . Ski Date Installed: 1l • 16. Approximate Roof Height' Z2. feet Roof Pitch. 3: IZ Type of Access to Roof: Scaffolds X, Ladder Approximate Square Footage of Roof: - S019 ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested It• 2 - 12 'aq IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Du Quesne, P.E ngineer P.E. 24513 Du Quesne & Asso ates, Inc E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Other THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 E}�t —lZ 5KFETCH OF ROOF 108 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES. $KETCH OF ROOF NOTES: 108 31O 1 3 9r. . 1-4 00 4i ` j er1 I/ OF L SHEET NO CALCULATED BY DATE CHECKED BY SCALE DATE wrimmum■ eff Milli II n 1111111111m ■111EMIIMMI QUALITY ROOFING CONTRACTORS, INC. 13800 N.W. 1ST AVENUE MIAMI, FLORIDA 33168 (305) 751 -0382 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D 6 -24 -99 Job Address `390 N.E. 93 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Pam Sullivan Owner's Address 390 N. E. 93 Street Miami Shores, SS# Architect/Engineer Address Bonding Company Address Mortgagor Address MasterPermit # Phone 758 -1808 Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code, install galvanized eave drip metal or valleys where required, mop on with type II1 asphalt one layer of 901b. ASTM felt, install Tiles Soc.. , Colorithru with adhesive foam setting. Flat roof to install bage sheet, m•p on Ru.eroi. Biti Square Ft. 2 5s q . Tile S s q . Flat Estimated Cost (value) $ 10,000.00 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 '• AFFIDAVIT: I. certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re "•nstruction zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signs Notary as to Own and/or My Commission Expires: APPROVED: Zoning Mechanical Plumbing resident Date -99 MARYLOU HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 Bonded Thru Notary Public Underwrite:1: J2 Signature of Contractor or Owner - Builder Notary as to C: tractor or 0 My Commission Expires: P: Date . 9 _q - MARYE.r•t; 4 ERN ryM AND ^ EZ �/ � co rt„ W 680474 c!ober 10, 2001 onr:ua : ;;, „Diary Publc Under writers BOND ' 3 0 V TOTAL DUE P - -X SANTAFE TILE CORPORATION ACCEPTANCE NO.: 9 '' )51 . = PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL S:tntafe Tile Corporation Product Control No.: Lad! iiler3 Sarltafe Bogota. Colombia Approval Date: Qategcr.: Prepared Rooting t!l,- Cat4i,:ny: 1-liah Profile Tiie vse: ,Mail- oniMtortar Sec/Adhesive Set Sub- T'.jee• Clay Expiration Date: 1 ;.115 Januan• 22. 199S Januari 22,2,01 Svstern Description Ladrillera S:t -tafe, located in Bogota. Colombia, manufacturers clay roof tile kr nail -on .and ntor1atr adhesive set applications. All Ladrillera Santafe tiles are available in standard unsla7.ed and a glazed finish. This ProductContcol A pprcvai relates to the Ladr'llera S m are "Royal" tile nrn±tile Refer to ayI.+ : fate Product Control s Arnrovals for otheirtire nrnr,les. 5 Santa rd Tiie Corporation is the sole, approved distributor of Ladrillera Santafe roof tiles. Sa rate `+ C �•�; `'R��;r Tilt Trim P :e :e3 Contact: Daniel Bernal General Manager Santafe Tile Corporation 8S25 NW 95 St MMiami. Florida 33122 (23;78) (3O5) 885 4002/838-0050 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dirncn ions Specifications Drs i ion 07/07/1999 12:44 3056659626 ! = 18" ASTM C 1167 Hixl' proiie, one piece. :lay ro � c ` :::e = .1.5" equipped with rwo nail holes. For c :,1 : :• t/1" :hick equipped mortar set and adhesive set applications. I = varies ASTM C 1167 Accessory trim, clay roof pieces f r w ■ vatic:: use at hips, rakes. ridges and vex) �trminatkns. Mar tifaetUred for earl var,:ing thickness `� tilt orvfi s ,"its ,_,_. F iii. = 'A S / < _ - 0 Roofing Product Cortr• :l Exa COMA CAST CORPORATIO PAGE 03 METRO Post -its Fax Note Yo ^— — eu, r)em Phone M Fa 4 a _approved: U1 /22/94 07/07/1999 12:44 3056659626 RODUC.:T CQNTROL NOTICE OF ACCEPTANCE, S:rntafe Tile Corporation L3drillcra SanratC. Bogota, Ccinnib :A V .L'r application for Product Approval of: _cantrr4' Tile Corporation, :Vail•On or .Slortar/.4dhesivc Set Clay ".Sarrrafe 5" Roofing Tile under Chapter S of tne. 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 R.dland Technola lea, The Center for Applied Engineering, Inc. and Testwdl Craig Laboraroriat & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County Florida under the specific conditions set fork on pages 2 through 7 and the standard conditions set forth on page S. The 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 for a jobsite or manufacturer's plant for qurtlitY control testing. If this product or material fails to perform in the approved manner, the Building Code Complia: :cc Office may revoke, modify or Suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Codc be enacted affc:ting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if' it is determined by the Building Codc Compliance Office that this product or material fails to meet the requirements o; the youth Florida Building Code. The eapenie of such testing will be incurred by the manufacturer r.ceptantc :No.: ')7•07:;11".05 Revises No. 96- 0318.02 ,dui Rodr ig ex Expires: 111/22101 Product Control Supervisor 1141S ES THE C:OVE PSH,,EET, SEE :1D[I .. -, . FO • ' . o ' D (:T N1 -.kA CONDITIONS A BUI1KpI`G CODE C.:OMNiiTTKE ZTROPOLITAN 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) 375.2906 PRODUCT CONTROL DIVISION (305)375.2902 FAX (305) 372 -8339 This application for Product Approval has peen reviewed by the Metropolitan Dade County Building Code i.:ompliancc Department and approved h;; :he (Building Cede Committee to be used in Dade County, Flor'da ;,Oder the i : diti ;rla slit forth above. Charles Danger, C. E. Director Building Code Compliance Dept, Metropolitan Dade County Home p A t3 e: http : /twww•bu tiom o codeontine.com i ..w�•v e.. .- ..a••..nc•n.,21-,ui {Pllnn�nAnC nllnA.COiTt COMA CAST CORPORATIO PAGE 02 ROOFING SYSTEMS (TGFU) — Continued rubrarie: One layer - FlIntlastiC GTA (.3,4 sq or •1 sq), GT5' (modified omen), heat fused or " Flintlasric G-S , hot mopped. arcing: APOC - No. 212 Fibrat.d'Aluminum', at 14/2 gat. 100 sq/ft. Nc lncttnei 3/4 'or Retarder (Optional): Type C2 'Glasbase base .sheet or UL •;ifl,o vapor retarder. y iation (0prional): One or more layers or combination of the U(ttragard Premier, polyisocyanurate. pertita;_ glass fiber or fiber insulation. .a Sheet. Ono layer or Type G2'Gtastose" be sheet. mbnne: One layer of - Fontlastic STA (modified bitumen), heat fused. ic•ng: Karnak - No. 97 Vibrated Aluminum ", at 1 -1/2 pal per 100 C - 15/32 lndina: 3/2 station (Optional): Schuller International "UltraGard Premier. ,i :ocyanunta, wood fiberboard, perlite, fiberglass. tsocyanurete, any _knass. e Sheet. One or more plies of "Glasbase ", hot mopped or mechanically _cneo: • in bra ne: One ply of "FlintLaseic FR' (modified bitumen), hot mopped in C e. • Incline: 1/2 • ulation: Polyisocyonurate, glass fiber. perlite, wood fiber, hot mopped nechantcalty fastened, any thickness. • e Sheet: Type G2, mechanically fastened or hot mopped. rnbrane: "Flinttastic GTA or STA', heat fused. facing: Henry Co. " Henry 520 Aluminum', applied at 1 -1/2 gaVsq• • C. Incline: 1/4 ear Cirri (Optional G11. fiber, perlite or wood fiber board. Sneat: Type G2. nizchanically •• mbrane: ' Flinllastic STA', `GTA ", `GTA Black Diamond' or 'GTA Whita mond'. heat fused. ;i .•.- '4rt - j :,•a . _elation: PotSisorytnurate, glass fiber, perlite. wood fiber, mechanically stencil ear adhered with hot roofing sphalt, a thickness. -sa Sheet: Type G2, mechanically fastened or adhered with hot roofing pelt. . :rnbranl; •Flint'astic GALS', 'GMS Premium', adhered with hot roofing �nal� facing: Karnak Chemical Cory. "Karnak No. 97 Fibrated Aluminum :hail Roof Coating 2 -1/2 gal /sq. 5/32 Incline; 1 joints otocked with 2x4•_. iutation: Glass fiber, perlite, 3/4 in. min. Joints in insulation must be f ;et 6 in, horn joints in deck, mechanically fastened 's She Type G2, mechanically fastened or adhered with hot roofing ?halt 'rnbrane: "Flinttastic CMS', adhered with hot roofing asphalt. :rfecing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum .halt Roof Coating', 2-1/2 ga1/sq• Incline; 1/2 :ulz bon: Polyisocyanurate, glass fiber, partite, wood fiber, mechanically itened or adhered with hot roofing asphalt, any thickness. to Sha Type 02, mechanically fastened or adhered with hot roofing hil : :nbrane; ° iUntlaitic STA', "GTA', 'GTA Black Diamond' or 'GTA White _ , .pond', he FLScd in place. , , - rac;ngi Karnak Chemical Corp. 'Xarruk No. 97 Fibrated AWminuna phatt Roof Coating', 3 gal/sq- Indira: 1 siltation (Uption:1): gglas- _.$hay olyurethane, isocyanurate, ,anode combinationisocyanurate /perlite, peparethane /pe wood -er, any thickness. hot mopped or naletL ecnbra ie: "Flintla tic STA', "GTA', "CIA Black Diamond', " Flinllastic GTA 'rata 0iar.iond', 'CMS', 'GM5 -5M', "GAS Double Coverage' or 'G?4S emium•, heat ftised or hot plopped in place. ci n3: Grundy Industries, Inc. 'al MB Aluminum Roof Coating' at lr2 1, •_ C-15/52 Indlre 1/4 ' • • sulasion (Optional)): Any thickness polyicueyanurate. glass fiber or mccharilcally fastened, joints in insulation must be offset 6 in. ,n joins in deck. =e Si etc Typ 62 base /ply :haet, mechanically fastened or hot Sheet. Type G2 base /ply shoat, macharfeally fastened or hot ppcd. in bra n e: "Flinllastic SA 'GTA Whlte Diamond' or `GTA Black Diamond'. r7 Grundy's 'al MB Aluminum Roof Coating' at 1 to 2 gal/sq. dl Inclines 1/2 =station (Optional): Polyisocyanurat.4, glass fiber, perlite, wood fiber, 1 ca .ibination, any thickness, mechanically fastened. • . 14. 15. 16. 18. 19. 20. LOOK FOR MARK ON PROD'JC1 .ietA 1. rti• i!• Membrane:'Flintlastic )R•P', 'F(Gitlastic`Pramium FR -r.or "(line 1Ye; FR/ ► adhered with hot roofing asphalt. NC in:tin : 1/2 `Att. Insulation •(Optional): E'S. any thickness, covered with 1/2 .in- • polite or wood fiber, Ines hanicaUy fastened_ Base Sheet Type 02. meihanically fastened or adhrrod with hotrooga asphalt • t' •a te!`•. Membrane: - Ftintlastic Fi•r; ' Flinllastic Premium FR -P' or 'RI .' ;i !; 'FR/PG', adhered with hoc roofing asphalt. cn:p Deck: NC Indfnr. 1/2 ' :'% e Insulation :. Polyisocyassur te, . glass fiber, perlite, wood -fibg ;,. combination, any thickr.eis,'mechanic 1iyy fastened- .•• •, ...A4 • Base Sheet: Type 02 os 'Flex- i•glef. adhered •with:ho4roo '. ,}n 1 Ply Sheet `PolySMS Base Sheet'. adhered with roofing;aip 51 . E Membrane: 'GALS' adhered with hot roofing ayphalr_ ;sue " ;ti" 0 Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrete&A �'j, Asphalt Roof Coating ". at 2 -1/2 gaVsq- 1,.• ;, r;;,,i; , Deck: NC lnctioe 1/4 �•, ' �'S•• Insulation tional•: Pol 'so anurate lass fiber, ertite,•wo,�'; !' :' (P Yi h 9 P "� .,. any combination. any thickness, mechanically fastened or adtie • e , , hot'roofing.asphalt- t• e ' , tae SttC i);e v. :.1.:a- 1•j.aa )he : \Js'.CatNntaij.a •. with hot roofing asp 131t. ;. fri•et: Ply Sheet (optional): Type G2 or 'Flea- i- glas', mechanic�Uy • � : i !i i� • . adhered with hot roafin9 asphalt. 60+. • Membrane: "Matta: lie GMSP 'CMS Premium', adhered wiM.hoa ? asphalt. 1 Surfacing: Asphalt Products 01 Corp. 'APOC -400 5unbrite?• ;'•3. 3r c t ti Dick: 0 Iuciinc 1/4 : r•ij ,r.i •• '/��,-• Insulation: Glass fiber, perlite, 1 in. min. joints in insu j : �• offset 6 in. from j lints in deck, mechanically fastened... . :let'`.1?::::' Base Sheet Type G2 or 'Flax- f -glas "..mechanically fastened .".6 '41.1' watts. hot roofinn ; sphalt '.t :ta i Ply Sheet (Optional): Type G2 or'Flex•1- glas', mechanically. ,L•a ._s!;,4J• . adhered with hot roofin asphalt : r /M;. 3' a} '% Membrane: 'Flin'lastic CMS', 'GMs Premium', adhered within' q ►+tbf asphalt- I g })�i Surfacing: Asplt ;alt Products Oil Corp. 'APOC-400 Sunbriten•,r^' „ fit ;y Deck: NC Int 1/2 • • •• 7 • .114%4 14 Insulation (Optional): Polyisocyanurate perlite•• glass 9•:t . fiber, any th close d•.i s_, mechanically fastened or hot snoppe • , • '; S . ti Base Sheet: One or more layer. of Type G2 or "Flex- i- gLis4t e. f'�* , �% fas�tene< or heal mopped in place. • :v,:9 'i, ?.,;,y ;1it. Ply Sheet (Optional): One or'more layers or Types 01, G2'oi a r mechanically fastened or hot mopped in place. •. Vii' Membrane: 'FSnttastic GTA', 'GTA Blade Diamond', 'GTA W or 'STA °, heat fused. • • • •• ;•• • • Sei Surfacing: Karnak Chemical Co. `No. 97', a pplied atWsl beds NC '•• ROOFING Sl'STEh.S (TGFU)-- Continued Base Sheet: Type G2,'Flex- I -G'as FR' or'Flinllustic FR Bast', mechanica hstened or adhered with hot roofing asphalt, Membrane; 'Flinllastic FR-P", ' Flinllastic Premium FR' "FUntlastic FR/PG or " Flinllastic FR Cap', adhered with hot mofi asphalt - Uccle G15/32' Incline: 1/2 '11 'AU joints fn deck b1oclred •rith 214%. • • Insulation (Optional): P•styisocyanurate. glass fiber. perlite.. combination. any thickness mechanically fastened. Base Sheet Type G-2, mechanically fastened or adhered with hytt asphalt. 1 '• P : a . jq ;rap Z // �r +' ; e Insulation (Uptional); Polite, glass fiber, meefleniwU a e.1 A f�:�' ` mopped in pace, 2 in. max thiticne . • • • s ref r:? ' � fit.'• !: Base Sheet: One or more layers of Type G2 `Flax-111W • o ai•yte,f ' ; k f ened or not mopped in place. ' :A•c S . 1 � • Ply Sfta4t or morn layer, of Types Gl •G2 A ki -+ or `Poly SW, Base Sheet', rnaZh3liirally.factened or riot itUSp• j,T+ttelf, � Membrane: "GTA', 'GTA Black Diamond', 'GTA Whitr0iam• •44.. !kids 1 haat fused • • • r . .•• Ti • a• Surfacing: APOC No. 212 Aluminum Coating,•apptled'ra�ek � :a s r.: , i Deck; C- 15/'-2 lndlnt 1/ a .j .sA Insulation: Glass fiber or perlite. min 1 in. thick meth �� 's p';l "�= or hot mopped in place. i. ` e ,.r ��,ae tare Shutt: Type G2, "Flex- I -Gtas' or'F1ex•I•Glas FR Base.- :10;atta. fos - taned or hot mopped in place. it Membrane: 'flintlastic FR -P', "Flindastic Psersiuns FRIf;yoi ,w, /n FR/PG', lot mopped in place_, • • • • . DocI NC • r, Incl 2 .•• ..; •'•� rS3 ! C Insulation (Optional): Pettit", glass fiber, polyureth�e -r�=�r phenolic, combination isocyanurote /periite, polyureth •�- '�` :�' °�+ fiber, a ry. thickness, Iaachanicall factuned or hot mopp" j l + " 5; ' Base Slieet -Gigs FR Base', Type G2 or'F1r.:t:T•GC ; i + : `�.' dF • , R�e'r:i i � r . r1ti fasten ed or hot mopped in place. : + r ' Ray ;it l r„ f iitf r i `' t U He,nb, FR•F' O (1 C - In;ulo or hot base ' MernO pact C. 1nsuL comb' niu:1 Base ;oohs ease ..i(h Ply • aa,e Hen Dice: Intl Fa :.l adh gal, fly f1. 9 u, Co Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation 43. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 Product Control No.: 9 e520.01 Membrane Type: SBS MODIFIED Deck Type I: Wood, Non- insulated Deck Description: " /,;" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System LimItations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base. Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved rooting nails and in caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex -I -Glas Base, Flex-1-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. - Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastie FR -P, Tlintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply slieet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet Surfacing: (Optional) Install one of the following: 1. 400 lb /sq. gravel or 300 lb/sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb /sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 %3 gal./sq.. 27 Frank Zuloaga -Plans Examiner, Pro uct Control Div. CS Roofing Products Company, Inc. 5525 MacArthur Suite 900 Irving, Texas 75038 ACCEPTANCE NO.: 97 - 0520.01 APPROVED: June 19. 1997 EXPIRES: June 19. 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 1 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 Nicuo -Dude County, Florida, and tbllowcd 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. 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 ACCE s- ""ieFT;a • •• '• •roduct Control Div. 32 Product Control No.: 97 0520.01 t. Product Control No.: 97-05?-0.01 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 1 'S In re-covery applications, prior to.the application, all existing roof surfaces used as a bonding subsrrace shall be tested in compliance with pressures shall be calculated in co pliancc with the wind County Protocol 4for uplift resistance:. Test 1 load requirements of Chapter 23 Florida Building Code for the roof in question. 16 In re-roofing a pter _� of the South $ pplications,moisture content in an existing roof must be in compliance with Subsection 17 34 01.10(m), (n) of the South Florida Building Code. 13 Roof goods: shall be stored on end and on a clean, flat and dry surface. If re uired an q y Factory 'Mutual Approved vapor barrier in conjunction with propriet a'�' or approved adhesives may be used prior to the application of the insulation layer. Consult current Underwriters Laboratories Directory for the a r i 9 assembly to obtain the required fire rating. PP opriate coating for each roofing Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum tlir e c classlassi tiio n with fire uloaga -Plans xa -•uct Control Div. Product Control No.: 97 0520.0 t GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312, type III or IV requirements and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type Underwriters Laboratories Roofing Materials Directory or other fire d testing data to lli ted in the testing Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. s An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 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 South Florida Building Code. 6 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 7 installation of all materials shall be the sole responsibility of the contractor. Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro - Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. 8 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA III and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's 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 11 Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA 105(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may 'submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA I05(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. I Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F•) as determined through field testing in compliance with Metro -Dade County Protocol PA 105. If:F', as 1' tested, is less than 275 lbf., insulation attachment shall not be acceptable. - Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the 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 applied in multiple layers. The first layer shall be attached in compliance with the 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 the provisions of M : . PA I 17. ' • ;"pptic<7tion Standard 30 o a g a -Plans • uct Control Div. Wood Deck System Limitations: 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. Red rosin sheet may also be•installed on plywood decks as:an option. 3 Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the base sheet. a ply sheet of ASTM D'4601 type 11 (type 02) must be applied in approved mopping asphalt applied within'the EVT range and at•a rate of 0-40 lbslsq prior to installation of membrane. • • • uloaga -Plans Exam • Product Control No.: 97 0530.01 '? uct Control Div. .Insulation Tvnes Fibrous glass • Perlite Fiberboard Rockwool • • �,... ....,, r):...: Polyisocyanurate .. :: ,1• Polyisocyanurate Composite'Board • :•.,• Maximum Design Pressures Material Design Pressure Wood -45.0 psf, Maximum Fire Classification Material Classification • Wood Class .A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system•listings for design pressures and•the Underwriters Laboratories Rooting Materials DIrectory' or other approved testing agency listing directory for Fire Classifications. r . • 4 ,'i•G Gif irol:ran • Product Control No.:• ^.7- 0520.0 t •. • uloaga -Plans Exam ct Control Div. • ;•;:: ., , R1"?0 4 11 NG SYSTEM APPROVAL • • .5:4 A pplicanc; . : GS Roofing Products Company, Inc. (MB) 5525 MacArthur. Blvd. Suite 900 frying, TX 7503S Cateeorv: Membrane Roofing System Sub Built-up Roofing • Type: Modified Bitumen • Sub-Type: SBS/APP . , • GS Roofing Products Company, . Inc. manufactures and markets nationally a complete line of residential and commercial BUR:and *modified binimewpiedUcti:; Roofing PitduCts Company, Inc. markets theieliFolucts through local distribution In 'the South Florida jiirisdieiton:' '• • ' • •-• .. • .• •• GS Roofing products and'Systems are the'restili:of yet rs product developthent and have been proven byyears bf experiencelii the'dOnithietieii fieId. • '• GS offers a variety of approved in'sulated'in d nO&Liiulatedrioafing systems. • For detailed system constructions, refer to the following publicationli:"CorrinierctakieSYiterdSpecifiCatiori ManualTM. • • GS products and systems,have been tested•IiicomPliance with all•provIsions of the South Florida Building•Code as well as Underwriters Laboratories, • Inc:;;'itrid- FaCtory Mutual Research Corporation for fire and wind uplift resistance. GS provides .technical service and warranty information through regional offices. For the South Florida Metro-Dade area, call 1-800-777-2563. • • -• • ' r• • •••'••• “I•SvStemiDesCriiitIon • • Contact: Pat•Reuhaus Commercial DiztriManiger 2900 Bird St. ,::Charleston Heights; S . 29405 • (803).744-7451 i;1 • 2 • . • • , . . • •1 Product Control No.: 97-0520.01 • Product Control N6.: 97-0520.01 'ff Approval Date: June 19 1997 Expiration Dace: June 19, 2000 ran uloaga-Plans Examtn , uct Control Div. Approved: 06/19/97 • PRODUCT CONTROL NOTICE GS Roofing Products Company, Inc. 5525 MacAuthur Boulevard, Suite 900 Irving. Texas 75038 '. OF ACCEPTANCE Your application for Product Approval of: • GS Roofing Products Modified Bitumen Roof Systems Over Wood Decks 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.Underwrlters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on-pages 2 through 31 and the standard conditions set forth on page 32 The 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 for 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 : applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, •if is is determined by the Building Code Compliance Offic 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 th man ac d r. Acceptance No.: . 9797 - 0_20.01 .. RevIses.No. • 95- 0502.04 Expires: ' 06/(9/00 Internet mail address: postmaster ©bulldingcodeonitne.com �i METROPOLITAN DADS C,� y01�" c /t ,ru ` O tY FLORIDAA,• :.. METRO -DADE FEAGI"-E,A B( ; BUILDING CODE COMPL ANCEC0FtICE- '. METRO.DADE•FIAGCER. BUILDING'4„... 1 40 WEST FLAGLER STREET, SUITE 1603 ,;;t.u ; MIAMI, FLORIDA 33130 - •1563. • (305) 375.2901 • FAX .(305) 375.2908 PRODUCT CONTROL DIVISION<<;.,' (305) 375. 2902". ; ;. FAX (305) 372.6339 • Raul Rodr" uez Product Control Supervisor THIS ISTHE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS . BUILDINb CODE COMMITTEE YT r 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 D County Florida under the conditions set forth above. ar es •anger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonitne.eom ,ti APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. T � .owner's initial in the adjacent box indicates that the item has been explained. J it/ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as pert of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between n i boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. Owne s/Age4 Signature 1 5104 APPENDIX "F" 5. Ponding Water: The current roof system and/or deck of the building may not drain well and ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident urytil the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i6terior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 7-7 -?? Date Contractor's Signature Ridge Vint!.teonl MEAN IlEICHT 13 Deck type; z Underlayment Appendix " UNIFORIY RQOF?NG PERMIT APPLICATION Insulation: 13" IIOOY a&.o » D S T A I L• 3 8aatener type & spacing: • SLOPED SYSTEM DESCRIPTION Cap Sheets Roo Covering ti ▪ Drip edge: TILE CALCULATIONS 11 c y : J .3i (Pmaxl: 3 x (Aerodynamic Multiplier): 11. t) - MQ ' v a M 17,7 PCA: G1 Q (Pniax2: 1D3.' ) X9■, (Aerodyna d Multiplier): 3z.l S ) - M: q . ° M a9.45 PCA: ( Lei' (Pmax3: x a, (Aerodymunl Multlpller): 11 • i ) - M � `1(2 M : PCA: 1A I -L13 g. Page -2 c !�� r n.e+c..t ! • ' 4 1 PROCESS No. • 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 :,; • ■ Contractor's Name:(. )3„, i (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Appendix "E" . UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 1-4 R061, J C (NCOLV-1 Job Address: _ C. L)• Ei Q -) ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs\Wood Shingles & Shakes) �/ 4 ROOF TYPE ❑ New Roof E( Re-roofing - ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 5 51 . Sloped Roof Area (ft') . S 3 � , Total (ft') ,3O s r, Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. n v v Deck type: noA l lap A TTACHMENT Fastener Type: 1 fin, Sh4.4.1k b " p PACMG Field: 9 h 0d. w 1 - Perimeter: D t, Corner: ti ID' 123.01•78 9196 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS • (Draw details as needed) E - -- Page-1 .t� ---- - - - - - - 4 ortar•a5swe Set Tom. ❑ (Other) ROOF PLAN ,f r -r 1 r L NOTICE OF C•MMENClMENY A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1 — 3 0 le - 0 / 3 - 03 i STATE OF FLORIDA: COUNTY OF DADE: 99R4-02.392 1999 AUG 0:3 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 3 9 0 N . E. 9 3 Street 2. Description of improvement: Reroof to a new Tile and flat roof. 3. Owner(s) name and address: Pam Sullivan Interest in property: Owner Name and address of fee simple titleholder: N /A Miami Shores, Florida 33138 390 N.E. 93 Street Miami Shores, Floirda 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety:(Payment bond required by owner from contractor, if any) ST ATE OF FLnp/, Name and address: N/A 0 = DADE Amount of bond $ 0 0 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provi by Section 713.13(1)(a)7., Florida Statutes, Name and address: N /A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N /A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different¢ dat , -is specified) ,�� ;( Signatur of n Print Owners Nam Ri: ,T ,( (t01,+% J Sworn to and subscribed before me this 4 day of Notary Public Print Notary's Name My Commission Expires: 19 . MARYLOU HERNANDEZ MY COMMISSION # CC 680474- - EXPIRES: October 10, 2001 Prepared by :arlos Arocho Quality Roofing Contractor Address: N.W. 1st Avenue Miami, Florida 33168 SANT a1rE TILL CORPORATION SYSTEMS Direct Deck Nail -on Application Deck Type: Wood, Non- insulated Deck Description: New c: Struction 19/ or gr ter plywood or tivood plank. Slope Range: 4 ":12" :o, ": Note: System R i my acceptable in this slope range. in compliance with Metro-Dade County Undcrla�'rnrnt: instal! li tandardtPAyUS. with Metro -Da' witty Appiiztttion Standard PA Roofing Zile: install Ile in compliance 118. See "Data for Atu►chcrtent Calculations �� included in this Approval.) Comments: 1 For re -roof applications, 1 =132" plywood is an acceptable substrate. SYSTEM D: Mortar or Adhesive Set Application Type: Wood, Non- insulated Deck "y_'l . Deck Description: New construction 19/3," or grcat ^r plywood or wood plank. Slope Range: 12" to 7 " ;J2., Note: System D is only acceptable in this slope ranee. Install undcr1aYment system in compliance with Metro -Dade County Application Standard PA 120. Instal! tile in compliance Nvith Metro -Dade County Application Standard PA royal ) 120. (Sec "Data for Attaci'ment Calculations included in this App I, For re -roof applications, 1 5/32" plywood is an acceptable substrate. Undcriny;ne..nt: Roo ri ng Tilt: Comments: 07/07/1999 12:44 3056659626 Paec 4 of ACCIEPTAric;6 3•Y.■ COMA CAST CORPORATIO Frank Zuloaga Rooting Product Centro! Examiner PAGE 05 V i/ V i/ 1 777 1.L.44 JGJObD'JbLb LUMA U461 UURF'UiAI1U PAGE 63 SANTAFE TILE CORPORATION ACCEPTANCE NC).: 7911;.t1i TEST .REPORTS Test Acencv Test Identifier Test Name/Rennrt • Daft: The Cuter for Applied Engineering, Inc. 94-156. Static Uplift Testing Atli.. 1994 PA 102 Ths Center for Applied Engineering. Inc. 25-7205-1 Static Uplift Testing March 199: PA 101 Thy Center for Applied Engineering. Inc. 94 - 1564 Static Uplift Testing Au;. 199 PA 101 The Crnt:r :e, A;:piied Engineering. inc. Project: 07- 07- u0> -91 Wind Driven Rain Sept. 1994 (301023) PA 100 Reciand Technologies 7161 - Wind Tunnel Testing D. 1991 Appendix 11 PA 108 (Fait Red:and Techr;ologies 7161 -03 Static; Uplift Testing Dec. 1991 Appendix (11 PA 102 Rediand Technologies 7I61.0s Static Uplift Testing Dec. 1991 Appendix III PA 102(A) Recland Technoiogiss P 0617 -u1 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) 1=' 96:1-01 Wind Tunnel Testing July. 1994 PA 108 (Mortar Set) ScCland Tcchr.olo *t.s Redlwr1d Tec;:noto }ies Eli/1/7/1 qqQ 1 9. dd__ 'IAFF.G.KQa'?r, P 0402 Page 3 of 8 rnNA rAri_ rnoonoArrn Withdrawal Resistance Testins; of S crew s !mouth shank nails Sept. 1 993 T csnv'eil Craiz 1,.;horztories w Consultants. Lal?>rMK•s Ph; Properties July 1994 ir':C. Tert': G. Suarez. ASTM C 1 167 ' Frank Zuloaga Rooting Product Control Examiner nAr RA Table 1: Aerodynamic Multipliers-. (ft') Tile Profile ).. ( ) Nall-On, Direct Deck '. (ft ) I Mortar or Adhesive Set Santafe S Clay Roof Tile 0.34 1 0.31 7.4.1 1 � 't� !1t.�r: LU 4.'Vt PION ett, o se �i r� ►itc::: ;ems ,;r;"� U� Tile Profile ! 2:12 3 :12 4 :12 I 5:12 Santafe S 1 4.8 ► 4.8 I 4.7 �4.6 Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) 1 • Tie Profile Two ,approved One Approved Mortar Si e 1 Adhesive Set 1 n Nails Screw I ! ! 61.9 Santafe S j � 21.8 I ,$ �18.4 I 23.fi � 1 — _ _ j 07/07/1999 12:44 3056659626 DATA FOR ATTACHMENT CALCULATIONS Table 2: Restoring Moments due to Gravity - M,1ft -Ibf) 6:12 1 7:121 4.S 4.4 - z Page 6 of R Frank Zuloaga Roofing Product Control Examine; COMA CAST CORPORATIO PAGE 07 SANTAFE TILE CORPORATION ACCEPTANCE NO.: 22 1 0515. 0 5 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Ladrillcra Santaft's " Santafe S" high profile the shall empty with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. '. For nail -can applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this P roduct Control Approval. The method of attachment utilized shall provide a minimum characteristic resistance load greater than or equal to the required uplift resistance determined in compliance with Metro -Dade County Protocol PA 115 or PA 127. The Ladrillera Santafe "Santafe S" the profile has boon tested for both wind characteristics and static uplift performance, therefore, attachment calculations for i in compliance with PA 11 or PA 127 shall be done as to 'Moment Based Sy :em' 4. For mortar and adhesive tile applications. a field static uplift test by a Metro -Dade County accredited testing agency, in compliance with Metro -Dade County Protocol PA 106, shall be performed. - All tilts shad hear the imprint or identifiable marking of ;he manufacturer's name or logo for identification in the field. 6. For mortar or adhesive set tile applications. 30/90 hot mopped underlaymenr applications may be installed perpendicular to the roof pitch prior to lune 1, 199$ unless stated otherwise by the material manufacturer. Thereafter, 30190 underlaymertt systems shall be installed patallcl to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. The appii,:ant shall retain the services of a Metro -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 07/07/1999 12•44 3056659626 Page 3of`i COMA CAST CORPORATIO Frank Zuloaga Rooting Product C-r,ntr,_ l Examiner PAGE 06 ,DU:.:100ZrZbLb S.ANT.FE TILE CORPORATION ••••■•.... COMA CAST CORPORATIO ACCEPTANCE P DRAWING „10• e e.,e; AO' ■•• 0, . r• r e .4 - •,;;;;;;--,,a;:< ,, f) 0 ---... '....„ ...,17. ..:...-„.::.1% 4".,..to• :?;,,,. ........, ...,.. .....,.0 ,: .,...:'..' .1, ../ . „;',',,, 1% .. # ...r; .,, ...f:> # ....4'.---„,„-- ...• .:: .0••„„_;4.. . 0 . • , .0 ....*".4.1.1,6"..#*. ' , ..".." .... ....• ,.. r • LAIMILLEPA SANTAFE "SASTAFE S" CLAY ROOF TILE PAGE 0 cr.o 1.5.05 Frank Zuloaga Roofing Product Control Examiner 07/07/1999 12:44 3056659626 SANT.'FE TILE. CORPORATION Sant:lfc Tile Corporation Ladrillera Sanrafc Bogota, Colombia NgTIC.F OFAC PTANCE STANAaRD CO.JTLQ Renewai of this Acceptance (approval) shall be considered after a renewal application lr:ss been tiled and the original submitted documentation. including test supporting data, engineering documents, ere no older than eight (8) years Any and all approved products shall be permanently labeled with the manufacturer's name. city. sr,atr. and the following statement: ' County Product Control .Approved ". or as specifically stated in the apat:ific conditions of this Acceptance. 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) This product is no longer the same product (identical) as the one originally approved; c) If the Acceptance hoider has not complied with all the requirements of this acceptance, including the correct installation of tile 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 o ffice. Any of the following shall also be grounds fortemoval of this Acceptance: a) Unsatisfactory performance of this product or process: b) Nfisuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purposes. o. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising Iiten tune. if any portion of the Notice of Acceptance is displayed, there it shall be done in its entirety. 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 i, through 8 this last pace. ENU OF THIS APPROVAl Page R of • COMA CAST CORPORATIO PAGE 07 ACCEPTANCE NO.: o .nil5J5 Product Control No.: 97 0515.05 Approval Date; nua„ rte' ".J998 Expiration Date; .j }inuar oaga Roofin;, Product Control Exam in. Signat! a of Date : / /•� /03 4 q#.4.40 as to Owner My Commission Expir * * FEES: PERMI0 * * * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE I �_- Da te 41//93 Job Address .39e "= 7 93.e.e S tR�7' - Tax Folio f/ 6.� /a Legal Description i kj 1/ / — 70 ,c .. 4 v( Owner / Lessee / Tenant �v Master Permit #330 3 ?0 A' 9 3 St5 ./..5 - / ng VOwner's Address Phon I v Contracting Code/14=W 7' Aril-All' .4.)i.t..0'Fv4 dar✓S j' Address /Apia AI A we YiI,/GW- d.P odges1,.0 3 TS,sa' 1 /alifier R,, Li4T .4r1L,Eir w. SS# - - Phone '7 Fx7 - 4' V,, / /107 ,NA ...5 .o' 'State #egetiA9S S uM n # Competency # Ins.Co. 4L5 .E.o1/4X4 -oP l ae4.s�✓00F1" I Architect /Engineer Address I Bonding Company Address I Mortgagor Address 1 Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING FENCE SIGN ki(ORK DESCRIPTION 7E_ArP 0/9= dP,edlatrtu!' ,f,3 7 0 0 fiLs►r 4. Ts<6 AocFin'r , ate Square Ft. 74 Estimated Cost(value) 40910 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 labove, 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 comp i =,ce with all =pplicable laws regulating construction and zoning. Furthermore, I a orizeie,'a •ove -named oAactor to do the work stated. Mechanical Zoning on.o President ' JOSEPHINE aluRpi .Notary PuhIie, dpi 906 eadti0118N0 30. No. CC197545 RADON C.C.F. /v NOTARY _C w Fire Buildin Plumbing Engineering I aor4/9S Signature of Contractor or Owner7Builder Dt.: 0.-- j Notary as to Contractor or Q a pthjabtilder My Commission Expires: !Rate of Florida atLargo My Commission Expires March 2, 1'993 LI oD TOTAL DUET ' Other Electrical MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date June_ 30, , 19 53 Owner's Name and Address a_onea___$;__Tr_edricks,,. IIIC_, No. 1750 $W Street 3rd Avenue Registered Architect and /or Engineer *T p } y , Name and address of licensed contractor The___Car_ne_ll__ - 41_QQ___ K_. W . ___28th_St Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done_ 39. Q_ ILL- __ KA____ 93.rdSt Jo_ __________ State work td be done and purpose of building (by floors )_ Roofing 1-3.0--- .___ 1 _ - 90 .. - Tile and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 250.40 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor 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 permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the w: . uch public notice or notices as are required by the Act. The undersigned agrees to employ only suEh s contr ctors,i work to .erformed under this permit, as are licensed by Miami Shores Village. / �7 Remarks ( Signed ) _ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts herein by him stated are true. Permit No Date____ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved PP 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. Registered Architect and /or Engineer Name and address of licensed contractor MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed state,r art me plans and specifications herewith submitted for the build • ing or other structure. )wrein 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 a I rules and regulations of the Building Divisinn 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..._... »....._.....� April 3 1 981 Owner's Name and Address Gerald Reisman _, No.... 9 ° ._.. Street�.N . E . 93 St . Biscayne Roofing Co. 180 E . 11 Ave. Hialeah Fl. Location and Legal description of lot to be built on: 33013 Lot . Block Subdivision »_...__._.._ Street and Number where work is to be done 390 N .E. 93rd Street __ State work to be done and purpose of b ildin (by floors) _ Re -Roof . Tin ea t 1 base sheet. Slope roofs Mop 1 -90 slate & install flat, cement tile (Terra Cotta) Flat roof: Mop 2 -15# felts & built -up gravel. .33 Sas. and for no other purpose. New Building Remodeling Addition Repairi Re -roof No. of Stories 1 & . 2 To be constructed of Find of foundation Roof Covering Tile & Gravel Estimated Total cost of improvements $ 9,326.00 Amount of Permit t,. 20.00 Zone cubage required .Plan Cubage Distance •to next nearest building. Size of Building Lot Maximum live load to be borne by each floor . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to... B).S..yne... Ron. ring... C. o..... ....518.0...E......1, Hial.eah.,....F1.. 33.01.3 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti 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 noticcs as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has carefully read the foregoing therein by him stated are true.. Permit No. ' (a 7 Date Disapproved ate — (Signed) Read, S STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared James T. - Laing _....to me well known, is the. Roofing Contractor application, and that he did sign the same, and that all facts orn to and Subscribed before me. Notary Public, 9E of Florida N3fay Pub!k, State o9 Ru e@ id Ls'ce a v NGrmrissTc - EFi 7Il cc PLANNING BOARD DATE Bonded By American Fire 8 Caw ity Company My Commiuion Expires Chairman Member _...._....» ......... Mcrr,ber 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 llo.ird. A re.in.pection fee of $1.00 will be charged when such re- inspection materials and /or workmanship. is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ DATE 195......_ ' PERMIT N° 14885 '' ELECTRICAL ❑ P I� Contractor s PLUMBING ❑ License No ROOTING I Work to be performed under this Permit Owner of Building Architect Contractor or Builder f (.;:, L.' Legal Lot II BI. Description. CONTRACTOR OR BUILDER Subdi- vision Address of Value of ' Amt. of Building 4„,;4•Y:41 f " y / ,,a., ../ ^ ){e! . ` g Project $ r .,. 1 t� r I' i• Permit $ n / 2') This permit is granted to the contractor or builder named above to construct 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 statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed:„.. 4.— y . ' ,; d , �' t�n BY'' f ?' +dY ' a'l14 % . ' 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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 390 NE 93 STREET EARL W. JOHNSTON ROOFING. INC. Job Ad:lress: Contractor Process No. APPENDIX 'E' METRO -DADE UNTTORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: BU I LT-UP Manufacturer of Roof System Assembly: GAF Product Control Approval Number: 9 4 - 1014.01 System Number from Product Control Approval: ;1 - 4 - M (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. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( 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 • '390 NE 93 STREET EARL W. JOHNSTON ROOFING. INC. Contractor Process No. Job Address: (Checkone of the following) Recover Re-roof: If YE to co the su (If Ye Propo Fastener. (Attac, thdrawal res THE SYSTEM Has t . eck been ex (Pro data confirming c Sect 3401.9(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: Deck: (Briefly describe ) r, is the existin: of Syste a bonding su ate ?: ASTM E90 ion of the Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: 30 LB. ASTM ( Type and method of attachment ) X WOOD PLANK New Construction 1" PERLITE HOT MOPPED HOT MOPPFD TWO PI I ES OF 15 LB. ASTM Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems • Page -2 : 39a NE 93 STREET EARL W. JOHNSTON ROOFING, INC. Job Address: Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) • Page-3 Contractor Process No. HOT MOPPED Top Ply: GAF MINFRAL SURFACE CAP SHEET (Type and method oj attachment ) HOT MOPPED WHITE GRANUIE SURFACE Built -Up Applications and Modified Bitumen Systems 390 .NE 93 STREET Job Address: Contractor Process No. T 1 inches T inches T 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 ".) Top Ply. GAF MINERAL SUR FACE CAP SHE V`r m IA LT PlySheet(s): 15 LB. ASTM NtaNIIALT surfacin WHITE GRANULE (briefly (op pI deb {fapp!leabk) Fastener 1 'a " NAIL & T C . rQ'b as .aheet meth onoehed) �- Base Sheet: 30 LB. ASTM Material: N/ A (i /ne bonded) Fastener. N/A • (if top insulation !ayes meek. aitaehed) Top Insulation Layer. N / A (((applicable) Bonding Material: N / A ( l a yer bid ) fastener N/A (iflnadatia" meek attoehed) Insulation: 1 " PE R L I TE Bonding Material: (t/ laudation bonded) � Vapor Retarder (VJapplicab1) HOT ASPHALT N/A Primer N/A (ifopplicab�e DECK: Type: WOOD Gage or Thickness: PLANK Density. if concrete deck EARL W. JOHNSTON ROOFING. INC. Built -Up Applications and Modified Bitumen Systems Page-4 ET 390 NE'93 STREET - EARL W. JOHNSTON ROOFING, INC. Job Address: Contractor Process No. Coping Cap Gage: Fastener - Spacing: _ o.c. Clip Type: Clip Gage: PERIMETER DETAIL #1: Parapet Wall Detail Deck Type Reroofing With New Insulation Metal Countertlashing Fasteners on 8" Centers Base Flashing Built -Up Rooling Deck Type: W D O ) Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed.. Insert leaders indicating Roof Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking anachmaiL Tapered Edge Strip Gravel Stop Stripping N \ PERIMETER DETAIL #2• Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insect leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. . 390 NE 03 STREET EARL W. JOHNSTON ROOFING, INC. Job Address: Contractor Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/IZrip Edge Gage: ��-- ,,�1llo0 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: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 4 . 390 NE 93 STREET Job Address: 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. GAF MINERAL SURFACE CAP SHEET HOT ASPHALT 15 LB. ASTM HOT ASPHALT 15 LB. ASTM HOT ASPHALT 1" PERLITE HOT ASPHALT 30 LB. ASTM WOOD DECK 5X S 2 6 GA. EAVE wales -nor cape DRIP ---rte EARL W. JOHNSTON ROOFING, INC. Contractor Process No. PERIMETER DETAIL #5: 'Other' Detail ################### ############# ### #tiff @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ @@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ @@ @ © @@ @ @ @ @ @ @ @ @ @ @@ @@ @@ @ @ @@ 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 4 • 390 NE 93 STREET EARL W. JOHNSTON ROOFING, INC. Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists. insert ?1/A" ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location 110 mph Building Condition based on % of Openings: GROUND LEVEL ,feet 9 feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 , 390 NE 93 STREET Job Address: EARL W. JOHNSTON ROOFING, INC. Contractor , 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 comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 • 390 NE 93 STREET EARL W. JOHNSTON ROOFING, INC. Job Address: Contractor Process No. Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: . Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — • Page -10 Y Built -Up Applications and Modified Bitumen Systems 390 NE 93,STREET EARL W. JOHNSTON ROOFING. INC. Job Address: Contractor Process No. Reviewed Field Test Data ?:_ Y Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner Product Pyrox various AC Foam II various AC Foam -I various Roofgrip Fastener Hy -Therm AP various Hy -Therm Nail -Line various Hy -Therm / Pyrox / Various White Line Anchorbond Fastener DekFast Fastener Nail -Tite Type R Fastener Trade Names of Products Manufactured by Others Dimensions Test Specifications ES -30, ES -45, ES -60, PA 114 ES -900 Fasteners Product Description PA 110 Polyisocyanurate foam insulation PA 1 10 Polyisocyanurate foam roof insulation PA 110 Polyisocyanurate foam insulation. PA 114 Insulation fastening assembly PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation . PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastening assembly PA 114 4 Base Ply fastening system (lightweight concrete decks only) 9 Gil Diamnd, P.E. Product Control No.: 94- 1014.01 Insulation/base sheet ES Product Inc. fastening assembly. Manufacturer Apache Products Co. Atlas Energy Products Atlas Energy Products Buildex Celotex Celotex Celotex Corporation Construction Fasteners Construction Fasteners ES Products, Inc. GAFGLAS® Mineral Surfaced Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various 1 ' x 72', 1 % :' x 72' 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 30.5'; Roll weight: 103 Ibs.; Roll size: 100 R.'. ASTM D 228 PA 114 PA 114 Proprietary 36' x 3'; Roll weight: ASTM D 4897 60 lbs . ASTM D 5147 ASTM D 5147 ASTM D 5147 PA I00(A); UBC No. 52 -2; ASTM D 1929 (Plas.) & 635 (Metal) 3 Gil Diamond, P.E. Product Control No.: 94- 1014.01 An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Polyisocyanurate foam insulation. Basesheet fastener for built -up roof systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. Heavy duty perforated fiber glass base sheet impregnated and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. Asphalt modified bitumen membrane, polyester reinforced and treated for fire resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumen membrane, polyester reinforced. Used in flashing applications for conventional built -up roofing One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. GAFGLAS Stratavent® for nailable decks GAFGLAS® #75 Base Sheet Weight: 52 lbs Type VI Dimensions: 3' x ASTM D 4897 36'; Roll weight: 69 Ibs.. 3' x 108'; Roll weight: 75 lbs.. 2 ASTM D 4601 Gil Diamond, P Product Control No.: 94- 1014.01 glass felt for use in conventional and modified bitumen built -up, roofing. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. f ' / . Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Packing: I and 5 Coating gallon pails GAF Ga[ite Roof Insulation Fasteners GAF Jetblak All- Weather • Packing: 1 and 5 Plastic Cement gallon pails. GAF Jetblak Flashtite® Cement GAF Mineral Shield® Granules GAF Plastic Cement GAF Weather Coat® Emulsion GAFGLAS Ply 4® GAFGLAS Ply 6® Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon -- drums. Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 60 Ib. bags. Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 5 gallon pails. 3' x 180'; Roll weight: 44 lbs.. 3' x 180' Roll 1 Test Specifications ASTM D 41 ASTM D 2824 PA 114 ASTM D 3409 ASTM 4586 ASTM D 1863 ASTM D 4586 ASTM b 1227 ASTM D 2178 Type IV ASTM D 2178 Gil Diamond, P.E. Product Control No.: 94- 1014.01 Product Description GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/l4 R.'. GAF JetblakrM All- Weather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing -grade cement mixture, containing inorganic fibers and mineral stabilizers. Granules for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. A trowel grade cut back bitumen standard -grade cement mixture, containing inorganic fibers and mineral stabilizers. Clay based emulsified asphalt coating with inorganic fibers. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated heavy duty / ,. .' Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional Sub Fiberglass Product Control Notice of Acceptance Roofing System Approval William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 a Product Control No.: 94 .1014.01 Approval Date: NOV 1 0 1994 Expiration Date: i�U 1 i1 7 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 SI3S modified specifications. GAF provides warranted systems over various insulated and non- insulated substrates, copies of which car be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation h 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 distribut 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. • A M_ ETRO-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- 1014.01 EXPIRES: NOV 1 01997 APPROVED NOV 1 0 19 9 4 ER-Q121ICISMIRDIJNI2E-CEIMACCEETANCE 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 Conventional Built -Up Roofing.Svstems 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 Codc Compliance Department to be used in Dade County, Florida under the specific 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 Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. GPiamond, P.E. Product Control Division Supervisor - PLEASE NOTE - THIS IS THE 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 Contmiltee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E., Directo Building Codc Compliance Department Metropolitan Dade County CR -Base Sheet Fastener CR -Base Sheet Plate GlasFast Fastener Glasfast Striker Fastener Paroc Multi -Max Insulfixx Fastener Plate Fixx Fastener Rawl Drive Rawl Spike Fastener Rawlite Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt various various PA 114 ASTM A 525 PA 114 PA 114 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 ASTM D 312 6 CR -10 coated galvanized steel fastener. 2.75" galvalume steel stress plate Insulation fastening assembly Insulation fastening system Non woven fiberglass mat insulation. Polyisocyanurate foam insulation. Insulation fastening assembly Insulation fastening assembly • Insulation fastening system Insulation fastening assembly Insulation fastening system Steel /Wood fastening assembly Insulation fastening assembly Gil Diamond, P.E. Product Control No. 94- 1014.01 Olympic Manufacturing Gro• Inc. Olymlpic Manufacturing Group, Inc. Owens- Corning Owens- Corning Partek, Inc. RMAX SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. ASTM D roofing asphalt. generic • Trinity Engineering, Inc. Tru -Fast ISO 95 + Composite Various AL MB Aluminum Roof Coating Gripdek Fastener Hexcel Fastener Hextra Fastener Tapcon ISO 95+ UltraGard E'NRG'Y 11 ISORoc Con -Tice Fastener Olympic Fastener CR- I.2 Base Sheet Fastener various Various Various various PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 5 Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Polyisocyanurate / Perlite Roof Insulation Roof Coating Insulation fastening assembly Insulation fastening assembly Insulation fastening assembly Insulation fastening system Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam roof insulation Polyisocyanurate foam insulation. Insulation fastening system . Insulation fastening assembly CR -10 coated galvanized steel fastener. Gil Diamond, P.E. Product Control No.: 94- 1014.01 Firestone Building Products Company Grundy Industries ITW Buildex ITW Buildex ITW Buildex ITW/Buildex International Pcrmalite Manville Roofing Systems NRG Barriers, Inc. NRG Barriers, Inc. Olympic Fasteners Olympic Fasteners Olympic Manufacturing Group, Inc. Test Agency Test Identifier Factory Mutual Research FMRC 1994 Factory Mutual Research Corporation Underwriters Laboratories, Inc. OT4A -1.AM J.T. # I V8A4.AM J.I. # 1RIA6.AM J.I. # 0T2Q4.AM J.I. # 0Q6A6.AM Test Reports FMRC Current Insulation Fastening Requirements FMRC Approval Guide 1994 J.I. 3X3A2.AM Wind Uplift 08/02/94 J.I.0Y9Q5.AM Wind Uplift 07/29/94 R1306, 87NK11819 Class A Fire Classification 01/01/93 8 Gil Diamond,,f. Current Insulation Fastening Requirements FMRC Approval Guide 1993 Product Control No!: 94- 1014.01 Test Name/Report Date Uplift Approval 08/26/92 Uplift Approval 06/28/93 Uplift Approval 11/15/91 Uplift Approval 10/17/91 Uplift Approval 07/16/91 01 /01 /94 01/01/94 Product Control No.: 94- 1014.01 ASTM D 41 Primer ASTM D 41 Asphalt Primer generic Fiberglas PA 110 Fiber glass roof insulation generic Gypsum Sheathing . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Fiberboard Nails ASTM A 641 Min. #12 corrosion resistant annular ring shank nails, FF- N- 105 -B, Type 2 Perlite Red Rosin Tin Caps 15/8" - 2" PA 110 Perlite insulation board generic 7 Wood fiberboard insulation. / , 7 Gil DI,mond, P.E. generic generic Rosin paper for barrier generic layer on wood decks Min..010" (32 ga.) x 1" generic corrosion resistant disc SYSTEMS Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19 42 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. I All General and System Limitations shall apply. I Insulation Fastener Fastening Fasteners fastener Layer Type Detail No, Per Board Density 1 One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® ISOTherm R, E'NRG'Y 2 Plus Minimum: 1" x 3' x 4' N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A Approved Type(s): Multi -Max 1 Product Control NO.: 94- 1014.01 'I 1 N/A N / I A N/A N/A I Minimum: l" x 4' x 8' N/A N/A N/A N/A I Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber 1 Minimum: ''A" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard 1 Minimum: 1" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc 1 Minimum: ' /, "x4'x4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite 1 Minimum: 3 /4" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas 1 Minimum: 15 /t6 " x 4' x 4' N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full moppings of hot asphalt at an application rate of 25 lbs. /sq. ± 15 %. Please refer to Dade County Protocol Pa 117 for insulation attachment requirements. Anchor sheet: GAFGLAS® Ply 4 ®, Ply 6 ®, //75 Base Sheet, STRATAVENT® (Vent Ply) for nailable decks or RUBEROID® 20 base sheet app,lied`to deck with app5Oved Gil Diamond, P.C. (--%'i• . -•• :: ..j' Insulation Typea: Basalt Wool Perl ite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -60 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf Maximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Gil Diamond, P.C. 9 Product Control No.: 94- 1014.01 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. Base Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: -60 psf annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation. (Optional) Install one ply of GAFGLAS® #75 directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 25 lbs. /sq. ± 15 %. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Ply Sheet: One, two, or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® Ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; Sec General Limitation #3. Product Control No.: 94- 1014.01 1. GAF Special Roofing Bitumen with an application rate of 3 gal. /sq.; or Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Specification No.: I -13-5M, I- B- 5 -M /P6, I- 0 -4 -G, I- 0- 4- G -/PG, I- 0 -4 -C, I- 0- 4 -C /PG, I -04M, 1- 4 -M /PG, 1- B -4 -G, 1- B- 4 -G /P6, I- 13-4 -C, I- B- 4 -C /P6, I -13-4M, I- B4 -M /P6, 1 -03 -G, I -03 -M, 1- B -3 -G, I -B -3 -C Gil Diamond, P.E. 11 Product Control No.: 94- 1014.01 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 plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 4® and PLY 6® when used as a mechanically fastened base or anchor sheet. 3. 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. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Gil Diamond, P.G. 22 ? �� • General Limitations: Product Control No.: 94- 1014.01 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 Roofing Materials Directory or other fire testing data listed in the testing file. 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 GAF specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control ApprovaTfor slope limitations on these systems. 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.. 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 PA 117 of the South Florida Building Code. 11. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Code. Gil Diamond, P.E. 74 Product Control No.: 94 -. .1014.01 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. GAF roll good materials shall be stored on end and on a clean, flat and dry sur 14. Consult current Underwriters Laboratories Directory for the required coating for each roofing assembly. 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 shall be with asphalt approved by the applicant and sl be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate a 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. 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. t 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 hot 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 I 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 hot asphalt, panel size shall be 4' x 4' maximum. Gil Diamond, P.E. 75 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re-testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the material.use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval superccdcs all previous approvals. Gil amond ,.P.E.,....... Product Control Division Supervisor i O GAF MATERIALS CORPORATION Non- Nailable Deck or Acceptable Roof Insulation 17" GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS Base Sheet (see below) GAFGLAS Ply Roofing Asphalt 2 "Side Lap North, South & West Zones Non - nailable decks or insulated decks up to 6 inches per foot slope. Poured concrete, precast concrete, acceptable roof insulation. Materials GAF Materials Corporation Asphalt/Concrete Primer (when applicable) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 180-290 lbs. 28 GAFGLAS® Specifications I- B- 4 -M /P6, I- B -4 -M; and NN -B -4 -M Specifications General i Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. j Application of Roofing Membrane 1. Starting at the low point of the roof, mop one plylof GAFGLAS Base Sheet. lapping each sheet into place providing for 2 inch side laps and 6 inch end taps. (See "Special Instructions' below.) 2. 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; solidi/ mopped to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Base sheet and interply moppings of 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 %iplus 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 Type IV On slopes up to' /? inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California.' Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. 1. For roof slopes of 1 inch per toot or more, all pliesImust be back - nailed 4 inches into wood nailers. See "Installation on Steep Roofs," page 10. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT: (Vent Ply) Perforated (which is laid dry, i.e., it is not mopped in, see 'Venting Systems," beginning on page 53), GAFGLAS #75 Base Sheet, GAFGLAS • PLY 6®, and GAFGLAS Ply 4. For insulated decks there arelrestrictions. See Roof Insulation," pages 10-11. 3. For decks insulated with GAFTEMP° Isotherm R, GAFGLAS STRATAVENT (Vent Ply) Perforated must be used as the base - sheet See "Roof Insulation." pages 10 -11. UL Classification Special Instructions UL Class A B Substrate C C Slope 2" 3 l/P Insulation 3A 3A UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. Is /. inch thickness), oriented strand board (min. 1 /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structura concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. 3. Insulation 3A = Optional, GAFTEMP Perlite, Isotherm R and Composite Insulations. Specification I-B- 4 -M /P6 I -B -4 -M and NN -B -4 -M Guarantees Available Liberty Guarantees 20,15 yr. 2 +10,10, 5 +5, 5 yr. Date 04 -25 -95 Legal Description LOTS 1, 2 HALF OF, BLOCK 47. MTAMT SHORFS SEC 1 Owner / Lessee / Tenant Rnhprt .STTT.TJVAN Owner's Address 390 NORTH EAST 93 ST.- MIAMI SHORES, FL. Contracting Co. Earl W. JOHNSTON ROOFING, INC. Qualifier EARL W. JOHNSTON State 4k CC (7(15703 Municipal # Competency # Architect /Engineer N/A Bonding Company N/A Mortgagor N/A Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN * * * * * ** WORK DESCRIPTION RE -ROOF: FLAT DECKS. Install 1 -30 ASTM LB. FELT, 2 Plys of 15 lb. Fiberglass felts, 1 GAF, 3" (If needed) eave drip metal, GAF Mineral cap sheet,. Paint surface with aluminum paint. Square Ft. 400 Estimated Cost(value) $3,700.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR ( YOFAILURE 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. 1 Sign Date: Job Address 390 N.E. 93 STREET PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ** * * FEES: PERMIT APPROVED: owner and /or Condo President $�I Notar a to •yj er and /or . Condo .Pr-esident My Commission Expires. . • i iCIAI NoTAP.Y am MARY HOUSER I NOTARY PUBLIC STA OF FLORIDA * * ck MMIStON Nr.,. C271507 P j M V C`O�i^.: 7 ),„p MAR. PP ;n,. _ , RZA.�d. ?.,1997 RADON C.C. SS# - Fire Zoning Buildin Address Address Mechanical Plumbing Tax Folio 11 5206 13 6310 5 / S gnature o Date: Master Permit I # 3773 Phone (305)758 -1808 5721 DEWEY STREET' Address HOLLYWOOD. FT,ORTDA 33093 Phone (305)989 -7794 Ins.Co. Address ontractor or Owner- Builder to. Contrac _or Owner- Builder ires: 9 1 4 .1e, r7 ion OFFICIAL NOTAR S MARY HOUSER NOTARY PUBLIC STATE FLORID C8MMISSI(I NO. r_ 171507 `YCt "I' 11AR 7'41997 NOTARY TOTAL'DUE 3 Other Electrical 1 Engineering biAIE OF FLORIDA, COUNTY OF DADE 0 HEREBTl CERTIFY that is is a true c original fit ad g,� ce on , A. O. 19 W.TNESS my hand and Officio Seal. I�ARVE ; b CLERK , a� c ult andCounfyCourta a f. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 5206 13 6310 5 STATE OF FLORIDA: COUNTY OF DADE: 95R 163527 1995 APR 26 12:41 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 341) NORTH F.A.ST 9 .4TRRFT - MTAMT .SHORF4, RT(1PID4 LOTS 1, 2 HALF OF, BLOCK 47, MIAMI SHORES SEC 1 2. Description of improvement: RE - ROOF 2 FLAT DECKS 3. Owner(s) name and address: Robert SULLIVAN Interest in property: Name and address of fee simple titleholder: N/ A 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/ A Amount of`bond $ 6. Lender's name and address: N/A 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be serve by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the-date- of- recording unless a, .. . different date is specified) N/A Signature of Owner Print Owners Name - R. n. . Sworn to and subscribed before me this QS day of aPRIL, , 19 C IS Notary Public Print Notary's Name My Commission Expires: 3 • 9,4 .97 390 NORTH EAST 93 STREET - MIAMI SHORES, FLORTDA Earl W. JOHNSTON ROOFING, INC. 5721 DEWEY STREET - HOLLYWOOD, FLORIDA 33023 HOLLYWOOD, FLORIDA 33023 d as provided MARY HOUSER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC271507 1!Y COMMISSION EXP. MAR. 74,1997 Prepared by: Anna WILHOWSKY • Earl W. JOHNSTON ROOFING, INC. Address: 5777 DEWEY STREET 123.01.52 2/93 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. I Owner's Name and Address ( /,�' a _ No..� : � J Street... /, Registered Architect and /or Engineer �I Name and address of licensed contractor.. , . ° .z. c Location and legal description of lot to be built on: Lot Block Subdivision ,....._..._ Street and Number where work is to be done �'- �'+ l> f' CJ .� �� State work to be done and purpose of building (by floors) , l �� 4 ��'�" �� /.�. l� �� ,�,1 r o !�� `,'� � ��; / , , '! STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No. ls�F Disapproved rr C dr � 1 (Signed) t Building In/ ector Chairman Member ...._ Member Council Approved Date ee � 2 .19 11 New Building Remodeling Addition Repairs !~-� No. of Stories To be constructed of Kind of foundation Roof Covering 7 Estimated Total cost of improvements $ _5« < !% A,mount of Permit Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to ,be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Date �. 7 PLANNING BOARD _...._.. / Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires and for no other purpose. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 47: z" 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 ie. Member Member ......._.... .._ _.�._._....__ Member ...._.._......._ .._.._ ..__.. __ _.._ ... ....._..._._...._ ..� _ Date Disapproved D ate NOTE: A charge of $1.00 will be made for making corrections or changes to this application after a the Planning Board. g g PP approval has been obtained from 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. BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 7792 es Owner of Building Architect Contractor or Builder Legal Lot Description II Bl Subdi- vision Work to be performed under this Permit Address of , Value of Amount of Building ' <A Project $ ^F''` l II Permit $ s" This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion 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 statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. i`. Y. Signed. t 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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER DATE. 19 Contractor's License No. BY AUTHORITY All DOT 7 DuQuesne & Associates, Inc. Consulting Engineers Engineering, Testing & Et �irofneptal Services The PA 106 test reported in report No. / 3 has been performed in full accordance to the requirements of Dade County, with no deviations. 7821 S.W. 24 Street, Suite #104, Miami, Florida 33155/Telephone (305) 264 -1425 fax (305) 264 -1426 Laboratory Compliance Letter 991 N.E. 93 ST. Test Location Uplift Pull Test (P or F) Test Location 26 Uplift Pull Test (P or F) Test Location 51 Uplift (Pull Test (P or F) ■ 1 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 68 18 43 19 44 69 20 45 70 21 46 71 r 22 47 72 I 23 48 73 24 49 / \[/ 74 75 25 50 Owner's Name: Job Address Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory Roofing Contractor Type of Tile: Approximate Roof Height: Type of Access to Roof: Approximate Square Footage of Required Testing Force: 35 lbs. Date Tested ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ge Du Quesne, P.E. I Engineer - #24513 Du •uesne & Associates, Inc. E.B. License #0005245 Lab Certification #94.0318.01 2 X16. g/ SITE SPECIFIC INFORMATION Scaffolds Roof � � zDo ft 2 Testing Equipment: ? TEST RESULTS P = PASS, F = FAIL Chatillion DFIS 100 SKETCH OF ROOF IN BACK UTR 13993 Environmental • Civil • Structural Building Inspection Services Permit #. ` t� `r/ Date Installed � 2 '� Roof Pitch 3// Z Ladder Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 WYQ;H QEL Qaf JOB SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE DATE NOTES: a KETCH OF ROOF JOB 77/ it V. '3 c 5 • J /i/ 4/�Lf SHEET NO .2.- OF � CALCULATED BY DATE i." I a - ( tP CHECKED BY DATE SCALE 1112111r momaimmwmimmi PIANIIININE sOiG, To Q t Q PIP ROL clemormui NOTES. Date 7 Square Ft. S PERMIT APPLICATION FOR MAMI SHORES VILLAGE 10050 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 J Job Address 3 a Q3 i-d Tax Folio Legal Description Historically Designated: Contracting Co. OWNERS AFF regulating c ssee/Tenet t3& T I/ uij z L 3 es', 7,5" /�C) K Owner Address �4 /�z 9,J S 7 Phone v '(-i #c Qualifier D '' - ~'I State # O-O.L ! O' 1 1 6 ,) 0 Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: tart' as t. Owner an. or Corido My Commission Expires ,g .R Po < • • Io p kiati‘ ( 6°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 ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ti. ' and zoning. Furthermore, I authorize the above named contractor to do the work stated. g ure of It • ner . or Condo President S`1'ls, Ls 4 0 -3 10 - -4- resident RADON Address Estimated Cost (value) ate Sir-,u;,ure of Contractor or Date ° Phone 50 , (SY 5S t d- Competency # Ins. Co. s/' /Oa Date ary as t Contract. or Owntiquil er ` Date My Commission Expire - . ). .. - C.C.F °' NOTARY 0 0 BOND TOTAL DUE Electrical Mechanical Plumbing Structural Engineer FLORIDA °� � 1 The Sunshine State ----- ROBERT EMMETT SULLIVAN JA 390 NE 93 ST MIAMI run or wm 09 -19 -60 M -10 ytkreil /ID MO.. 5415- 765 -60- 339 -0 "' CLASS: E SAFE D WEN ' 0000 .oOosurtxn 04 -90 9 -96 •11 11 u 4 1�. 0 net 1 u • 1 ► • • u • SECTION 1524 HIGH VELOCI'CY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been exp)ained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be Addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ret ail dd in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ' lding Code. (The roof deck is usually concealed prior to removing the existing roof system). • 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of rooting work to be performed. t - 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the o ti //, on of maintaining this appearance. A - 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the opiginal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oLer1oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ccordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. t may be beneficial to consider additional venting which can result in extending the service life of the roof. Signature C A0007VIL -14.., ∎LOCALS -I T.. UCTIOV 1311 /r Contractor's Signature Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 hriit 5/ 13/2002 Applicant: PAM Owner: SULLIVAN JOB ADDRESS: 390 NE 93 Contractor DALEY ROOFING INC Contractor's Address: 78 NE 106 ST Local Phone: (305)754 -9892 Parcel # 1132060136310 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 E1/2 LOT 2 BLK 47 LOT SIZE Fees: Description Amount FEE2002 -2706 Building Permit Application Fee $60.00 FEE2002 -2707 CCF $0.60 FEE2002 -2708 Notary Fee $5.00 Total Fees: $65.60 Permit Status: Approved Permit Expiration: 11/9/2002 Building Permit Permit Number: BP2002 -917 SULLIVAN PAM ST Construction Value: $565.00 Pogo 1 of 1 Total Fees: $65.60 Total Receipts: $0.00 Work: Repair flat roof If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct 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 kriowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration his permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity o f the issuance with the pldansers, , drawings, statements o or r o f p 9 specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. OE Look for: blue background on Cite front of this check, and the imageSafe® logo on back. If not present, do not cash. _ - PAY TO THE ORDER OF FOR BankofAmerica� �� ACH Fla 063100277 DALEY ROOFING, INC. 78 N.E. 106TH STREET MIAMI SHORES, FL 33138 305- 754 -9892 DATE �{ �� A�e � cuu, .-_,,,,L L41/40 efv 11'0039 2 611' 1:0 6 30000 4 71: 001596 21950311/ 1 . 7 .4110Saa/M301.1.—• al /z/to 3926 63- 4 /630'Ft 1035 DOLLARS 8 IVP 0 4 3234 Nos MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I /65 Type Insp'n ! no I 200E PeX I f Permit No. 8 PCL5 X 6 3 - Name Pam W'Il von Address 3qD NE 93 ST Company PC-1 c -i 17 q Phone # (3 05)754 754 - 989 Inspection Date e Approved Correction Re-Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/13/2005 Applicant: PAM SULLIVAN Owner: SULLIVAN PAM JOB ADDRESS: 390 NE 93 ST Contractor DALEY ROOFING INC Local Phone: (305)754 -9892 Parcel # 1132060136310 Building Permit Permit Number: BP2005 -863 Contractor's Address: 78 NE 106 ST Fees: Description Amount FEE2005 -8051 Building Fee $100.00 FEE2005 -8052 CCF $0.60 FEE2005 -8053 Notary Fee $5.00 FEE2005 -8054 Training and Education Fee $0.20 FEE2005 -8055 Technology Fee $2.50 FEE2005 -8057 Scanning Fee $3.00 Total Fees: $111.30 Total Fees: $111.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/5/2005 Construction Value: Work: RE -ROOF REPAIR Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 E1/2 LOT 2 BLK 47 LOT SIZE $550.00 Page 1 of 1 S 14 Signed: (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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith th a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub ' .1 to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec ii'hi urs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n roved and a reinspect* fee will be charged. Signature ner or Agent The foregoing instrum was acknowledged before me this a The foregoing instrument was acknowledged before me this day of by , day of , 20 , by who is person y known to me has produce who is personally known to me or who has produced A&edenfifc ?tion and w did take an oath. as identification and who did take an oath. t n. NOTARY ' UB :; Sign: Print: * !! My Commission Expires: d% tP * * * * * * * * * * * * * * * * * * * * * * * * * * * * *,1, *1r0 •*************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 2 1. 4 ** * ***** * *** APPLICATION APPROVED BY: chc 05/13/03 Signature Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION Owner's Address City Ali/ qty,/ Sfti(/y'e S State Tenant/Lessee Name .3qo i 43 S k Job Address (where the work is being done) City Miami Shores Village County Miami-Dade Is Building Historically Designated YES City MA cvi ( lurre 5 Qualifier Total Fee Now Due $ 1 ( (. 3 C) (Continued on opposite side) Miami Shores Village Building De • artment 38 rmit No. ( 61 9 05 - 5G:5 10050 N.E.2nd Avenu , ra � teslr Tel: (305) 795.2 0 Pax: ' 3'0 ° 5) g6!89 3qo 1 i3 6d- NO Mas e? Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /P/1-,r) X 44_1_ / (/,q" l Phone # 3 O sm 75 Zip 53/ 31 Phone # Zip 3'3 1 3d Contractor's Company Name tt Eeo h'I!2D iL Phone # 3f)S, Contractor's Address -7e ILE tap a State Zip 33) 3 d State Certificate or Registration No. 57/ 5Q Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit JJ� — Square Footage Of Work: ttet. Type of Work: ❑Addition ['Alteration ENew repair /Replace Demolition Describe Work: 41/1c — COU-4- S DP omPtf. o I" fro P. 3crS a * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** acj Submittal Fee $ Permit Fee $ 1/ CCF $ , 60 CO /CC Notary $ S GO / Training /Education Fee $ , �� Technology Fee $ Q .56 Scanning $ 3. Radon $ / Zoning Bond $ Code Enforcement $ l Structural Plan Review. $ / f SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Fioiida Buing Code, Buifdirg govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Ci 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respell to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof dedk.may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). _3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water. The current roof g system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the fife expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimetededge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the stru « ural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be bene I to consider additional venting which can result in extending the service life of the roof. Property Address s Signature 390 Rev: U20►2005,Computer Services Butldng Department e / / Date Contractor's Signature Permit Number 888I1011e40NUe0eiIU11euseI0I11Ief110 /n1e/n18000Urn48U1I441U 111840011111 I140i 11411 411e0I 118018101 /III /urns 11111101111418111111116 11 /MINIIIIII1UN1n1 408114411411 ,; 1141481461011111148 Iernu4p1psir4 // 001161 611 /1118$U111I4814U Ipr18III /4/414111 mar so u144uIIUih /role IIUIi /UIIl1MI1 81110 1n0Q: 6411814446 u111.IU/iprlr 1440 MO MIN/INI 111111458111181141 r 1e :•l 4488118 _t' 11111111 1114/////1/1 DIM 1111181 IiuunU /81 q8 180411 0118141 4401 ' "' 11488111 ' 111844 044101 "." 4418111114 14108 al 1 n 114 4111i, I8$8U$I81M Id i/88414/8i/1r0U 101 WIIII44r111141UU 14411 eleeee4leelee1111p 1uuw81 81418e18nwn4111rur11/ 411411114 1eeeeeeeeeeeleeeeeeeelll" eeeiIIe11 y►MIII48iieaIUUeeeeiuUUe IIIe18I4eee e► 1Ie4IPIi /IeIII18i /888$ee eeeeeevHelee ee4444118e5eeeee$$eeeeeeelie eeuuiwuuelIee$B I Uleeee4 - eeee5MINee.Aele eeeee lseeeeree eIM Ieeeereeeeneeeee11eseeeererees • •