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369 NE 97 St (2)Application is will be perf PLUMBIN OWNERS construction Date 01/09/2003 Legal Description owner/Lessee /Tenant Iris Sanguinetti O +s Address . 369 N.E. 97 Street WORK DESCRIPTION FEES: PERMIT • • ••• • • • ••• PERMIT APPLICATIOil f'EI2 MS11 SHORES VILLAGE • • • • • • • • • ••• • • • • ••• Tax Folio j Add 369 N.E. 97 Street Miami Shores /4 -03 Notary as to Owner :rr,. or Condo President Date My Commission Expires. `� MARYLOU HERNANDEZ tt = MY COMMISSION # DO 060579 ` ,= EXPIRES: October 10 2005 A o e: f �, °,.•' Bonded Thru Notary Pubilc UrcJenvdters •• 1 Dusts ica1171 csifcwted: '1'k • ••• ••• • • 'i asterPermit# -- - Fes& (305) 751 -5265 Quality Roofing Contractor, Inc. •• 1S 00 N.W. 1st Ave. Contracting Co.. - - - . Atljlr�s • • • • • • • ••• • - Qualifier Carlos Arocho ss# 265 -21 -4362 State # RC0058627 Municipal # c ompetency # 000017889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Tear off old roof to wood deck, replace rotted wood, tin cap glass base sheet, instl galvanized eave drip & flashing metals, mop ply IV, srface to mop on Mineral Surfaced Cap sheet. Square Ft 18sq. Estimated Cost (value) $5,000.00 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 OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO BEE - ORE RECORDING YOUR NOTICE OF COMMENCEMENT.) a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work of all laws regulating construction in this jurisdiction I understand that separate permits are required for ELECTRICAL ROOFING and MECHANICAL WORK. that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner -B Notary as to Con My Commission Expires: Phone tor or - Builder No (305) 751 -0382 MARYLOU HERNANDEZ MY COMMISSION # is 350579 EXPIRES: October 2.005 Bonded Thru Notary Pub hienvriters Date Date RADON C.C.F. 3 a C °NOTARY BOND C Cf TOTAL DUE /r7 24,3 Electrical APPROVED: — Zoning Building Mechanical Plumbing Structural Engineer Owner' • • ••• • • • ••• •• •• • • • •• •• • • • • • • • I . • Owner'sNotiflcation d I % 'u d tind th 4orida Building Code JIAIAIJJ - DAD S COUN Roofing P GDEPART rmitS ME N TE L E CTRONJCAPPLCATJDN • • ••• • ••• •• •• • • • • Section 1524 - High Velocity Hurricane Zd nes Rr quisetl O1ngrs• fVotification for Roofing Con %tderatlofs • • • 1524.1 As it pertains to this section, it is the responstbit#tyef the•roofing contractor to provide the owner with the required roofing permit, and to explain to the tpi e,tip gootent ,f thi9section.. The provisions of Chapter 15 of Yoe Florida Building Code, Building gcyelnl'pe rrirprrwm requirements and standards 011ie 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 Zo ) are for the purpose of providing that the roofing system meets the wind resistance and water in slon performance standards. Aesthetics (appearance) issues are not a consideration with respect to wo kmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a z 5ng code, should be addressed as past of the agreement betanee the guiltier and the contsarator. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Fda 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 hboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing ontractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Cetttrtgs: Exposed, opes% beam cetttrtigs are ',there the umtesstde of the roof decktrtig 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 pr. vides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and m 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 urtitt the ostgtnat rooftirig system Ss rermied. Porrdtr►g cartidtttortis should be =ceded. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o'vi from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers - oco ance with the Florida Building Code, Plumbing. i d 7. V latton: Most roof structures should have some ability to vent natural airflow through the iro of •�3 uctural assembly (the building itself). The existing amount of attic ventilation shall not be the roo rep uce ;a ( be b ertief at to vartistder adalmat vertitutig vrhlc can result trti extertidutig the ser4ce life of rak Date Contractor's Signature s Signature � , / V , 0 3 http:// www. co. miami- dade. fl .us/bldg/roofing _permiting/owner notification.html 9/26/2002 i U L. i vi 1 1 Master Permit No. ❑ Prescriptive BUR -RAS 150 ❑ Other: Low slope roof area (ft. 18sq. • • ••• • • • ••. • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • High Velocity Hurricane Zone Unifor R o o fi n g P e r mit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION .• •• • • .. • • • • • •• • • • • Section A (General jnfgrmation). • • • • 1 • • Contractor's Name: • • • . . b�Addross; • • • • Quality Roofing Contractor, Inc. •; • • • pep t . 97 Str • • • • • • • • :•• • • Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles U Metal Panel /Shingles LI Wood Shingles /Shakes Roof Type rr � ❑ New Roof LA Re-Roofing ❑ Recovering ❑ Repair Li Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes © No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. n/a Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): Corner Size (a' x a'): -'- - i - 1 -1- - - ' I -- - I - - - - I - - -- I - - I '- I 1 i I i I - i __I - _I I I I I - I I _i i__I_ i T _J- I_I- I- _1 - -1_I 1 _[ I I, I II }JA I I 1 1 1-1-114' - I I - ' - � � I- I - I _ _1 1 1 1 _ I I I I - I I I i,...l 1-1 I I I'S. I I -;N ii ,li I I I I 11 '[ _; i L_, I! - Ij i 1 1 I_I_I te; _- I I I I I_.L_I__ I -I -I - I I I I i I i I j � ;_I I i I 1 I I i x-11 , ; ; I I I 11, i ii i1� I IIII II' I - -I. __ I -. i, I l i 1 1 1 __I 1 1 I i' 1 1i F - IIII111 I I l I I lilt II 1 I `� r I I 1 I I I ' I I I _ I i I I �_ - I f' .� -+-i? I,; I 1' J — 1 ' I I i I I i I 1 I � I t-.. -_L, T I I, I i I I I I I I i I . j I I i i i I - ITS ; . I I I I 1 I I1._I' 1 1i I l I i1_I I I I_ I I I I I[I _ I ! ' I I_!_ 1 I I I ', I 1 '— 1 ' 1' 1 '.1 I I 1 1 ' :I 1' i 1 ' —! ' ; I I 1 1 1 1_ I I I '1 1 I I I I,H ' 1 1 1 ! 1I I I I I I 11,11; 11 'iiili.li ll1lllli 1 11 1 1I1 - Page 2 Total (ft. 18sq. 1 Page 1 of 1 http: / /www.co. miami- dade.fl.us/bldg/roo$ng_permiting /permit app_section_a.HTML 1/13/2003 • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARYMEKT ELFCT[ZQNIC APPLICATION •• •• • • • . • } • • • • • • • • • • • • Illustrate Components Noted and Details as Applicable: • Woodblocking, Gutter, Edge Terminations /Strippi n /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. • . . • Indicate: Mean Roof Height, Parapet Height, rieigh't of B&se'F12sM1 ,Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. k ?::;14 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • 000 • • • Page 3a • • ail inn Page 1 of 1 http: / /www.co. miami- dade.fl.us/ bldg /roofing j,ermiting /section_c_4_2.html 1/13/2003 System Manufacturer: ' GAF Materials Corporation NOA No: 02-0408.09 Other Deck Type: n/a Joist Spacing: n/a Slope: 1 n/a • • •.• • • • .•• • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • - - - -- • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING D .T EPARMEl4T ELECTRONIC APPLICATION • •• • • • ■• • • • • • • • • • • • • • • • ••• ••• • • • Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly cpmpoligntsand Identify Manufacturer (If a component is hot tZsdd,:ic 4tjfy as "NA ") • • Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52 Pmax3:' -131.4 Maximum Design Pressure, From the Specific NOA System: -52.5 Pmax 2: -87.3 Deck type: 1 " "T &G These decks require a fastener pull test by an approved test Iabratory Anchor/Base Sheet & No. of Ply(s): n/a Anchor/Base Sheet Fastener /Bonding Material: n/a Insulation Base Layer /Size & Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top Insulation Fastener /Bonding Material: n/a Insulation Top Layer /Size & Thickness: • • • • • • • ••• • • Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): (1) Glass Base sheet Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (1) Ply IV Ply Sheet Fastener /Bonding Material: Type IV mopping asphalt Page 3 Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Mineral Surfaced Cap mSheet Top Ply Fastening /Bonding Material: Type IV mopping asphalt Surfacing: n/a FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 1 /" R.S. Nails Altemate Fasteners: n/a 1. Field: 9 2. Perimeter: 6 3. Comers: 6 " o/c @ laps & 2 "o /c @ laps & 4 " o/c @ laps & 4 rows @ 9 " o/c rows @ 6 rows @ 6 NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a Page 1 of 1 " o/c " o/c http : / /www.co.miami- dade.fl.us/bldg/ roofing _permiting /section_c_4.html 1/10/2003 MIAMI •DADE - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • .. • • • • • • .•• • • • •.. • • • • •. .. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • .• • ••• • • • •. • .. • • • •• • • • • • ••• •. • • • • • ••. .. •• • • • .. • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 440 WEST FLAGLER STREET, SUITE 1603 • • • ••• •• • • • • MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of.the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION. GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fpr inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.0; Expiration Date: 11/04/ Approval Date: 05/2 Page 1 Deck Type 1: Deck Description: Base sheet: Ply Sheet: Cap Sheet: 000 0 0 O 0 00 0 0 p 0 0 0 0 O 0 000 O 0 0 0 Wood, /la-insulated New Construction or Reroof 00 O O 000 0 0 0 0 000 0 00 0 0 0 0 0 0 19 o$ l'ea.fer plywood ° Q u 'd' oo lank decks 0 0 0 0 00 0 � 0 0 0 0 0 ° 0 0 0 0 0 0 0 System Type E (1): 1) Base s nitrchanieally ° fastened All General and System Limitations shall agipJy **0 0 ° oo ° ° o ° 000 0 O O O GAFGLAS #80 °° ltynpTS;Batenfeet, STRATAVENT® Eliminator Perforated 00 Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9 ",o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 .. Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above • • ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• (Required if no cap sheet is used) Install one of the following: 1. GAF"Special Roofing Bitumep w a„an application rate of 20 lbs. /sq with an application rate of 1.5 COAT® Emulsion (Matrix 305 Fibered ED ulsigq) with:an applioet n rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibere4 391,) wLth ar: apelic ation rate of 1.5 gal. /sq. 2. Asphalt flood coat'at ad appticatipn -a=; of <0 lbs. /sq. ± 20 %; plus gravel or slag with an applic /sg X 84300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix g0'� S'B Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 0; 0 0 000 0 0 WOOD DECK SYSTEM LIM TIN° ° 0 0 0 l A slip sheet is required with P 1y,4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. coo 0 0 o00 o o. • 0 r t 0 • 0 00 00 2. Minimum ' /4 "`Dens Deck or Vi T ®)C g p ° o sun / bo j s acceptable to be installed directly over the wood deck. o o 0 000 0 0 0 GENERAL LIMITATIONS: 0 0 0 .0 o° 00 0 ; O 0 0 0 0 0 O 0 o 0 0 o : : 0 :°0 0 1. Fire classification is not part :of this° aa eo r f i do a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable; for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsisq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment's based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 27:5 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Shouyrj the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 000 0 0 0 0 0 00 00 0 00 00 0 0 0 0 0 0 0 0 0 0 0 END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued GAFGLAS #80 Premium Base Sheet may be used in Any of the following systems. • • "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6". • • "GAFTEMP Permalite Recover Board" may be used in lieu of any pg jjje insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified biitemen membranes. • • • "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of • • "Ruberoid Mop" SBS products in any applicable Classification • • • • Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fibez isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 3. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type Gl " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber; isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/ urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule): Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. ti Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule) 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY • . • LOOK FOR THE UL MARK ON PRODUCT • • • ••• • • • •• •• • •. • ' . :100F COVERING MATERIALS (TEVT) • • • • • Roofing Systems (TGFU) Continued . ,rig Sheety "GATcLAS Mineral Surfaced Cap Sheet", hot mopped. • • • • ' ' • ' Class B j. IIecit: C -1/3j • : Incline: 3-1/2 • • • l sulation•(Optienal): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any • Viirk*ss• • . • :PO Vet: 1 :o or more layers of Type Gl " GAFGLAS Ply 4" or •"ChkFCLAS Pl}• 6" • • • • 1. 173 • Cap sheet: 'type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, petlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. • Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal/sq.. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite;, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type Gl "or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing asphalt. r Surfacing: "CAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 • gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 . Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. r4QrICB of CVMMINCUtMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, TAX FOLIO NO, STATE OF FLORIDA: COUNTY OF DADE: 2, Description of improvement: Reroof to a new Fiat Cap Sheet roof. 3. Owners) name and address: Iris Sanguinetti Interest In property: Owner Name and address of fee simple titleholder: N/A 5. Surety :(Payment bond required by owner from contractor, If any) Name and address: N/A Amount of bond $ n n 8. Landers name and address: N/A 8, Expi Slgnature Print Ow r'a Sworn to and Notary Public Print Notary's ner Name ,'s 5 a subscribed before me this 0 day of t/ ■ Name PF3EMIII. Miami Shores, Florida 33138 369 N.E. 97 Street Miami Shores, Florida 33138 4 r • , : MY COMMISSION # DD 060579 -'A EXPIRES: October 10, 2005 i , `' Bonded Thru Notary Public Underwriters • ,20 . S rATE OF FLORIDA, COUNT Y OF CADE I HERED y CERTIFY mat E is a true copy or Inn Orrgmat Pied in t ()Uwe On - tidy C l , A o 20_ lAl rnius.s . m nand and Ot-lrual Seal. HAVE ) IVIN CLERK, of r' - f,t dn./Count/Courts 03804 - 3397 2003 JAN 21 1114.5 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 stns, address: 369 N.E. 97 Street 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served u provided 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)10 receive a copy of the Uenor's Notice as provided in Section 713.13. lorida Statutes. Name and N/A this Notice of Commencement: (the expiration date is 1 year from the date of recording unlaces a c tied) Prepared by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13Ron NW 1 st AvPnti Miami ,Florida 33168 Phone: 305- 795 -2204 Permit Number: BP2003 -73 Printed: 1 /16/2003 Applicant: IRIS SANGUINETTI Owner: SANGUINETTI IRIS JOB ADDRESS: 369 NE 97 ST Miami Shores Village 10050 NE 2nd Avenue Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 -751 -0382 Parcel # 1132060135770 Building Permit Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 Page 1 of 1 Fees: Description Amount FEE2003 -278 Building Fee $135.00 FEE2003 -279 Buildier's Bond $300.00 FEE2003 -280 CCF $3.00 Total Fees: $438.00 Total Fees: $438.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 7/15/2003 Construction Value: $5,000.00 Work: TEAR OFF OLD ROOF TO WOOD DECK REPLACE ROTTED WOOD AND INSTALL GALVANIZED EAVE DRIP & FLASHING METALS 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 IN This Permit is granted to the cants ordinances pertaining thereto and wit and approved by the proper municipr authorization. A further condition upt ordinances and regulations pertaining by his agents, servants or employee: A Signed:Ig In consideration of the issuance to ° with the plans, drawings, statements myself, my agent, servants or emplo: Signed: eovm c . a _ r s _ - r s _ 1 9 E 7 zimmgrrs•■1 2 1 . O l S e c u r i t y e n h a n c e d d o c u m e n t . S e e b a c k for d e t a i ls. DJ QUALITY ROOFING CONTRACTOR, INC. 13800 N.W. 1ST AVENUE MIAMI, FL 33168 -4849 PAY TO THE ORDER OF V itt4.0 ) ," DATE Bank ofAmerica � . ACH R/r 003100277 ' FOR 9-QA6A. A 3 (o`( • ci 1 , 1110 L8 i8 611' .:0 6 30000 4 7I: 00 L 5 9 5 300 2 4 1 1' BLK 42 LOT SIZE 50.000 X IF 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address .ea/ / l Tax Folio / / 3 (�> 12' 4 � J f Le Descr iption Historically Designated: Yes No Master Permit # � j?) Owner's Address 3 Phone 306 7 O w n e r / L e s s e e / T e n a n t 1 1 Z 1 ) . 4 . f } » r ) 1 1 a 31 a Contracting Co. 6016 �i- 110 Co A Qualifier 1R/V State # lJ Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFINGS PAVING FENCE SIGN WORK DESCRIPTION ` �/d ` � :_) tfr�Z�(1 \ G: �\ (1 : t C- eLk to 5et Square Ft. ` 7 00 f Estimated Cost (value) t j /O s ` WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) .Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wgrk (to do the laws regulating construction and zoning. Furthermore, I authorize the above -named con a e of owner and/or Condo President it ate Notary as to Owner 6/or Condo President Date My Commission Expires: y %A >, FEES: PERMIT (0 RADON C.C.F. Address NOTARY APPROVED: rr� Zoning Building Xi Mechanical Plumbing 1ea60 514) 76/1 SS# Phone 3S" 1 Competency # Ins. Co. Address Notary as to Contract .r or Owner- Builder My Commission Expires: Electrical be done in compliance with all applicable rk stated. wner- Builder Date ceetzAzit,a, Date •ti . KARIN U. t;:•■Uiti;NILL 1* '•` + . MY COMMISStON # CC 9^ r r.. 4C �•% N{'1R *toner 22. ; '. ..Q„h•` BONDED THRU?a,U't INN1:,r•,., !NC TOTAL DUE k" Engineering • 6. Lender's name and address: s ' OF FLORIDA, COUNTY OF DADE i ' s h a Qruo copy a 63' a i .... o;; _... f�'3 tsi' v'uq �J dcl53aie • n, ;. a r c ' L/�l�C ! p<Ca NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. �a � 9.40448 Commencement. 1. Legal description of properly and street address: r1 f 1 at w_ � =d' Y AJA -f 6 1 a vn Pia 1J r n 2. Desc tion of improvement: _PeYtDCD 3. Owner(s) name and address: 7:0A t 5t,.. S r A 31.1 ., E.. q 54-. YY) i erc e 8 , FlL 33131r Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: RnR HTT.SnN & C`n 10460 SW 187 TERR MIAMI FT, 33157 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: WEF NJJ■el___CCI Address: 29 ICE Ti bf .-�.. R. 33,3 8 _...., C.rF {CIf1L [J.^,'CIuKY SL:'►L �. �p� ` Notary Public �� tl'�. WILLIAM J COI I� R Yr l t �� /�� V". f cN J!'. ^ ; ;-U::[.I-. STATE OF FLORfi: Print Notary's Name , . ,{ ^'l NO. CC2 > 29:3 _ Signature of Owner /� Print Owners Name - Dad s d 4. it 01.8710 Sworn to and subscribed before me this g• day of f Udii.) . , t 9 ' 95R497787 1995 DEC 06 08:30 Job Address: A NC cri 5f APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of thc proposed tile system assembly; confirm compliance with the,wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation Contractor: The following documents are required for submission with the Uniform Building Permit application: • Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). One (1) copy of the tilt system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ▪ All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 BOB NILSON & COMPANY 10460 S. W. 187 T E R R. MIAMI, FL 33157 no Proccss No. Is the deck solid sheathed? (circle 'ycs' or 'no') cs no Dcck Type (check one of the following): ❑ Nominal 1/2" Plywood (for rc -roof only) El Nominal V Plywood 3 Wood Plank ` " ❑ Other (fill in) Roof Pitch (fill in): ti iZ /S ": 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 71/2":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, thc first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Tess than ' / which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle 'ycs' or 'no' for each of the following: Have you attached two copies of the tilt system manufacturer's Product Control Approval for the proposed tilt system? ycs no I -lave you attached a copy of the tile system assembly and/er roofing componcnt(s) manufacturer's published, application instnictions and otJJcr literature no Is the proposed underlayment approved for use with this tile system assembly? Job Address: ;q K e T7 l Project Information (continued): Tile Material: ig Clay ❑ Concrete ❑ Other: 4. The Tile System Assembly: Mortar or Adhesive: no Tile: Tile Name: 06Abq FiCIPN5. S Manufacturer: G I bu z c TI \'e. Product Control Approval Number: qtr CY •01 Contractor: If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Arc all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Codc (minimum 12 ga. annular rin hank, corrossion reisistant nails)? l*� no The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Check one of the following which apply to the proposcd tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tilc Systems Page - 2 BOB BW.SON & 10460 S. W. 187 MIAMI, FL ;t' i7 Mortar: Manufacturer: Mixing Ratio: Process No. ❑ Adhesive: Type: Manufactu rcr: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposcd tile system assembly: ogf„ Minimum 12 ga. galvanized roofing nail: ❑ Other: Typc: Length: Length: " Undcrlayment: awl; P'fe- W\ X fAO\ 2 ttJe N/A X pOc.A U '. Q l t r Yl Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Codc. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of/ ", whichever is Icss. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Codc. Job Address: 30 `Ve T1 5f Underlayment (continued): Check all of the following which apply to thc proposed underlayment 4 -0oLe. for use with the proposed tile system assembly: Field: (2- " o.c. n )( f)c,,:/e r Ccui' Laps: " o.c. Chit h x /(1 Rh'I { 3 n cm c ASTM #30 asphalt saturated felt with: 0 19" overlap `v / O 6" overlap 5. Related Accessories: V O.C.. X 4" overlap Manufacturer: 5Z3Y1C' ❑ ASTM 1115 asphalt saturated felt with: ❑ 19" overlap O 6" overlap O 4" overlap Manufacturer: Mineral Surfaced Roll Roofing with: Manufacturer: 3QJYRAk:C ❑ Other: Typc: Manufacturer: Underlayment Fasteners (if applicable): O 19" overlap O 6" overlap 4" overlap Check one of the following which apply to the proposed underlayment attachment: X Minimum 12 ga. clectro- galvanized roofing nail with minimum 32 ga. x 1' / tin cap Length: 19 y Manufacturer: PtaC.UUN) ❑ Other: Type: Length: Manufacturer: BOB HILSOid & COMPANY 104S0 S. W. 187 7 ; S . Contractor: fl .131,7 Proccss No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Edge Metal (refer to Section 3408.2 of the South Florida Building Code): ceid Vv�C L O.0 . Type: Dimensions: ectnk, C \P Finish: Q .C.tn1) kZ0. CJ Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with thc provisions sct forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Gauge or Thickncss: ❑ Cold Adhcsivc: X Flashing Cement: Adhesives (check one of the following): Typc: Manufacturer: Typc: Manufacturer: BOB NUM & COMPANY Job Address: j 9 ICE 9 Contractor: „rZ:- e a 37 TRR. Process No. MIN 's FL 33157 Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing C1 Ua CIn , (L€ ClieuaA- b Adhesives (continued): Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Codc. Ventilation System (check one or more of the following): The following information is required to confirm compliance with ri • 14 d r Ridge: Type in' P2J,3 ( S • x 0-31 9.G ' 1 Soffit: Type Sizc i n' — `v • c7 Subsection 3401.4(e) of the South Florida Building Codc. Sizc Note: If undcrlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems arc required, unless a base sheet is applied as an anchor sheet below the self - adhered undcrlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Qa 5' l2, ( - 12 . " xo'31)° 22.41 5 r' P- ico.s 31)^ 31.1b /6 2 ' 00 Job Address: 369 kE /751 Ridgc Venting: (If app6eob/e ) p T , 1 ype: LAJ Thickness: Undcrlayment: '# 30139e Undcrlaymcnt j t/ � • C __ A Fastener: 5 Y� X�`� �'Ga U /Ll r kin3F; \ clo 4 - w∎ hcA a431ict ( E Contractor: '12" DETAIL 1/1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 BOB HILSO1 & C01 10460 S. W. 187 TiRf. MiP1Ml, FL 's ,f1b1 Process No. FILL IN APPLICABLE ROOFING COMPONENTS WI [ICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SIIOWN ON THIS PAGE. ( Where Roofing Componcnl not used in Tile System Assembly, fill in with "N /A ". ) (I` Q.C. \c4)!-) 1:7(1 0,c, Flcad Lap Dimension: 3 " (minimum 2' unless otherwise specified in the rile system assembly Product Cnnirnl Approval) ortar dhcsive: Existing or Propose Soffit Venting: pt Ani 5 ► �c.�5a S lr Tile Fastener Z, Gdcie (7th'' Edge Metal Gutte o r( ' e - Fastener: r 3 /in I4 Y1 'ap t� VN� Lt" U Bird Stop: WO (I /applicable) Edge Metal or Gutter: �� CI aikt1,'t •Anal, 2', Job Address: 369 NE 9.13+ Ridge Height: Eavc Ilcight: I C feet 14 feet 121 Iz. G BOB il ,SON & COMPANY Contractor: 11145Q S. W. 187 MR Process No. CM, FL 33Th1 Roof Mean Height Its' fed .;:5c G',►Z, '1 BUILDING INFORMATION ill Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Insert Building Ridge Height, Eavc Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: G Classification Category: At I lurricnncc Occanlincl: Y Basic Wind Spccd at Building Location. 110 mph Building Condition based on of openings: (Sce Table 9 of ASCE. 7 -88) Ground Level Io• 15 Fcx S" i'Z RO F '�N Job Address: aci cr Contractor: Mortar or Adhesive Sct Tile Systems Page - 7 BOB BlLSON & V'y A? Y 16456 S. W. 187 kTP,, °? H, F °, 33157 Process No. 23 t'y 1'7 No Sketch Roof Plan, indicating all dimcnsions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and comcr 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 Corncr Dimensions Job Site Identification: Job Address: 30 )t) / 7$f The undersigned certifies that thc Mortar or Adhesive Sct Tile System Assembly is in compliance with thc plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who, being first duly sworn, deposes and says tha herein is true and correct. Contractor: ration submitted , ontrac(or / Owner gnature S orn to and subscribed before me t1 o �® 1 'pm' .!•'• N' •'• fIU}U.30NOA „ 9661 , we , . = S31:11&t3 9L0604OO # NOISSIWI109 My commission expires: i ,,.. • NIUV)I Notary Public State of Florida Q�Q B SOF9 & COMPA T1 :N 2 S. Ca. 93i 1 ;IA. .W, 33157 u:Y. % KARIN U. CHURCHILL MY COMMISSION # CC409076 EXPIRE • _° September 22, 1998 r` BONDED THRU TROY FAIN INSURANCE, INC Mortar or Adhesive Sct Tile Systems Page - 8 Process No. h to t0 IA A h usu Tile Alfamira del Turbio, S.A. 1Wqut time! e, Vat audit £RODL) CONTROL- NO ICF OF ACCF'PT NC'E Year applicarioo for Product Approval of Ti ka wader Clhapier 1 of the Metropolitan Dade Courtly Code governing the use of Altercate Materials and Types of ( instruction. and completely described in the plans, specifications rid alwlnions as submitted by Rediand 1 rdaolapies. The Curter for Applied Ergiatering„ Inc.. and Testwell Craig Laboratories al Consultants, Inc. has been roconunaadrd for acceptance by the Building Code Compliance Deportment to be used in Dade County. Florida tatder die specific and standard conditions set forth herein. The approval shall be valid for pceiod of threw years. The Building Code Compliance Department renews the rigim to sector a product or material at any time for jobsite or meoufactwer plant for quality control testing. If product or material fail to perform in the approved manner. the Code Compliant Depontornl may revoke. modify of suspend tlic use of such product a material immediately. The Building Coda Compliance Oeparvnent maws pie right so require testing of this product or material should any amendrnenu w die Sault Florida Building Code be enacted effusing this product or material. The upraise of sacs lcating will be incurred by the Manufacturer. PRODUCT PLO.: ACCEPTANCE NO: 91- 0914.O1, EICPISES: iE9 i q 1997 APPROVED: FE9 7 1995 t. ETfOPOUTAN DADE COUNTY, FLORIDA METRO OADE FtAGLEA BUILDING BURr:IN6 COOS COMPLIANCE DEPRRTMENT SUITE IG63 Arc 1r' RIDE FLAMER OVJLOIMO 140 WEST fLAatER STREET MIAMI. FLORIO* 331704663 (766) 3is -2901 FAx 6306) 9620 Raul Rcdrigoez Product Control Division Supavioor • PLEASE NOTE - TIM IS THE CO VERSHBET. SEE ADDmONAL PAGES FOR SPECIFIC AND GEV kAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Uwitdisg Code C.smplianu Department and approved by he Building Code Corntniuee to be used et Dade Cautgy, Florida under Mc tonsil ans*cs fnnh oboe. Qtales Danger, P.E. . Director Building Code Compliance Department Metropolitan Dade County &RpltrALl: Altus* Tile Alfarerie del Turbio, S.A. Bat quisimeto, Venezuela Sub- C.ategrey: Si b IYpt: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOhtvC SYSTEM APPROVAL Prepared Roofing Tile Nail-on/Mortar Set/Adhesive Sel Clay Sgm Dnee�on Product Control No. 94 -0914 01 Approval Date: 1E9 2 ? , Expiration Dam: CIB 1 4 1997 Airmail. del Turbio, S.A. (Aitihsa), located in Barquisimeto, Venezuela. ma iufacturas clay roof tile for nail•on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Productlrhntrol ARpmval mister to ALUtaa'a 'Almia S" tile pmfj}g. Rtfcr t' apt+ pprintc f rnriuctsogtrpl Approvals for other tile profile. The °Altus* S` rile profile is available in a variety of nature/ clay colors and has matching tarn pieces used for rake hip. ridge hip, and valley laminations. These accessories s c manufactured for all profiles and form a pan of This Product Control Approval, Optional rubber a clay cave closures are also available, Alms* roof tiles have been tested in compliance with the Soutb Florida Building Code requirements for clay. nail -on, mortar set or adhesive set tile applications. The minimum roof slope far the "Ahura 5' nail-on tiles shall be 2 ":12'. See the 'Profile Drawing" section in this approval for die "Abuse S" profile drawing. The "Altura S° profile has been tested for bobs wiod characteristic: and static uplift performance. therefore. any consideration for installation shall be done as a 'Moment Based System' Data for attachment calculations is noted in Tables 1 through 4 of tbis Approval. Alma( (USA), ioc., located is Miami, Florida. is the sole approved importer under contract for selling and disusbuling Abuse products in the South Florida jurisdiction. Contact: Carlos 3. Fernandez General Manager Altura Tile. Almsr (USA), lnc 6645 Northwest 17th Avenue Miami, FL 33166 (305)471.5630 1 R aul kndnpurr Produci Almsa'S' Cla. Roof Tile Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED Bt' APPLICANT Dimtations 1. w• 10 ' /i' thick 1 • varies w • varies varying thickness Test &peeification* ASTM C 1167 ASTM C 1 167 Produce Control No.: 94.0914 At Produce DelLLlplloll High profile, Interlocking. cm. piece, 'S' shaped, May roof tile equipped with two nail holes and a single roll. For direst deck nail-on applications only. Accessory trim clay roof pieces for use ae hips, rakes, ridges and valley terminations Manufactured for each tilt profile. Pi491li1 030 Felt 043 Coated Base Shen Mineral Surface Ca. Sheet LenzingsevZH 14C Underlas'rnent Rainproof 11 Ice and Water Sbidd Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Tex Dim�io is SneeiCrtaskras N!A ASTM D226 type 11 NIA ASTM D 2626 NIA 59 "x 164' roll 22 Ibsnoll 30' x 75' roll 36" x 75' roll or 60' x 75' roll 36" x 75'' roll NIA N/A ASTM D249 PA 104 PA 104 ASTI! D 312 type III or IV Ii Aso I Itu ducuci Product Conool No.. 9 4.0414 01 Product Drseriatgan Saturated organic fell to be used as a nailed t.ncbm sheet. Saturated and coated organic base sheet for single or doubk ply undo Iaymenl. Mineral surfaced asphalt roll roofing. _ for use as a top ply in . a double ply underlayment sysecen. Single ply. nail•on undetlayment. Single ply, nail-on underlaymoit with 2' self•adhning top edge. PA 103 Self-adhering undeelaymcnt fw use as a top ply in anvo ply underlaymem system wish approved 100 or 043 as the base layer. Asphall fee bonding a mineral surface cap to a mech. attached base sheet in a double ply underloyment system. ASTM D 4586 Cul Lack, asphalt based, asbestos fits, fiber r einforced. trowel grade cement for repair and flashing applications Manufacturer generic generic genre Lancing Performance. Inc PCA arra.D527.05 Protect-O•Wrap, Inc PCA 99-0)14.01 W.R. Grace Co. PCA 092•1116.Di generic generic e1214113 Asphalt Rimer Hoofing Nails Tin Caps Wood Havens Tile flails Tile Suess Rog Tik Mortar 1'Tdel Dimcazimfls WA min. 12 ga with 'J had min. 32 ga min. 1'1,' o.d max. 2' od. ygplgi Wood Preservers Sall pressure treated InsriMie LP • 2 or decay resistant lumber battens mio. 1" a 4" IIothz00f21 min. I' a 4" for use with vatic :at battens Or mut. I' x 2" for use atone min. 8d a 25S" or smn. 104 x P' mire 88 a 2W or min. 410 a 2" NIA Test by jei licit lone ASTM D41 PA 1(4 Appendix E PA 114 Appendix E PA tt4 Apperidrx E PA 114 Appendix E PA 123 Nwf rile Adhesive NIA See PCA i "P.d'prob A11160 ") 4 It.rirl 11,.•51.'1:• Product Comsat No 94.0914 01 Prod uca Dt c it ruin Cut back, asphalt baud coating used to facaiule bonding of dissimilar maierials. Annular ring shank hot dipped, elccao or mechanically galv roofing nails for use in unde4ayrnent aaachment. Corrosion resistant circular disc for use to underlayment attachment Corrosion resistant. %Crtw. amaorh err annular ring shank nails Corrosion resistant, coated, coarse thread wood screws Pictured mortar rnia designed for mortis set roof tale 3pol:canons TWO component polyurethane adhesive designed for adhesive set roof tale apphcanons Manufacturer generic gemrrc genenc generic generic 6enerx Bermuda Roof Comoros, rnc. PCA a94 -0614 01 Polyfoam Products PCA x94-0401.01 rest P roduEl limtaSkw • Specirrcauo0y Hu mcanc Chp & 'v11P6 PA 114 1 aeienen min_ ''4" width Appendix E min 0 060" thick Valkv Flashing Dnp Edge ctn Fasteners min 8d s W.' nun. 26 ga. min. 16" width mie 26 ga rnut Y face flange min 2" deck flange ASTM A 525 PA 111 Product Control No. _ 94 1q qt ^ Product f)escriprrrt0 Corrosion (cumin generic bronze, atom mum, stainless sl cJ, galvanized steel or Oast c atochmeai clips for supplement uk attachment Clips art inscallesf with corrosion ce IMAM roofing mails compatible *nib the clip. A humunc clip is required on all cave n1a. Galvanized steel valley flashiag Galvanized sleet dnp edge Manufacturer generic generic Test Agency lta'dlanJ Technologies Red /aid Technologies The Center for applied F. np rnee rrrrg. Inc. Ile Center foe Applied Engineering. inc. c. The Center for Applied Engineering. Inc. R tall and Technologies Rcdland Technologies Redland Technologies Redland Technologies The Cents for Applied Engineering. Inc Trust ell Craig Laborataics S Consonant... Inc TEST REPORTS Test 1dentItiet 7161.03 A ppendrs 111 7161 -03 Appendin 111 25. 7200.1 94.084 Static Uplift Testing May 1994 PA Of (Maur Set) 94.083 Static Uplift Testing April 1994 PA 101 (Adhesive Set) 7161.03 Appendix )I Later Dated Aug. 1, 1994 P0647 .0I PO402 Project No. )07025 Test 0MDC -78 Lab aAAP•2 Tech: A. Porcelto Static Uplift Testing PA 102 (Qu ik -Drive. Saews. Battens) Product Control No . '.r))3 a 0I_ Test)4ame /Rapers Static Uplift Testing PA 102 Sisk Uplift Testing PA IO2(A) Wind Tunnel Testing PA 108 (Nail•OrI j Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar So) Wind Driven Rain PA 100 Physical Propenir- ASTM C 1167 DAIS Dec 1991 Dec. 1991 FeO. 1995 Dec. 1991 Aug. 1994 Withdrawal Resistance Sept. 1993 Testing of screw vs. sr: _th shank nails Oct. 1994 Oct 1994 Deck Type: Deck Description: SYSTEM A: Slope Range: Underlaymearl: Vertical Battens: Ruoang Tile: Comments: Wood. Nom insulated Coun:er- Batten Application SYSTEMS New :onsnuclion or greater plywood or wood plank. 2. Clizs are required on all eave tile. 7 I(.11) 11uJrr'1i . rn)ducc Cu bent No. 44.11'1 l4 1)1 2 ":12' to 1': l2" Note: Counter- Batteos, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for sloprs of 4 ":12" to 7 ":12 ". For slopes eaceedieg 7 ":12 ", refer to System C. instal. choice of approved underlayment system, noted on Page I or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118 Install vertical bateau of pressure treated or docay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement `l," thick and secured not greater than 24" o.c. irao the sheathing with approved, corrosion resistant fasteners. Vcnical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" a 4 ". Horizontal battens shall be installed ova vertical battens al a spaciog to provide a rile overlap not kss than 3" and secured through the vertical batten and sheathing with approved, corrosion Aug. 1994 resistant fasteners. (See-PA 118.) Install tile in c.omplisasoe with PA 118 using one of the approved methods of attachment for batten applications noted in Table 3. attached. The method of ataachmem utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 11S or PA i27. 1 Foe re -roof applications. ' /„" plywood is an acceptable subsume. Deck Type: Deck Description: SYSTEM D: tT Slope Raoge: h tD f' Underlaymeut: iD In m M Roofing Tile: Comments: SYSTEMS (CormNU EA) Wood. Non - insulated New construction "9„" or greater plywood or wood plank. Mortar Adhesive Set Application 2 ":12" to 7`:12' Note: System D is only acceptable in Ibis slope range. Install choice of approved underlayment system. noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3 02 of PA 120 See System Limitation 07. Install tile in compliance with PA 120 using one of the approved mortars or • adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, anached I. For re-roof applications, ' plywood is an acceptable substrate. 2. For monar set applications, the first three courses of tile shall be nailed with o01 yens than one nail per tile. As an alternate. the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than V," which is mechanically attached to the dock with not less than one roofing nail every 1 ft`. For roof pitches from 6 ":12" to 7':12 ", every third tile of every fifth course, begtnning al the eighth course, shall be nailed with not less than one nail per tile. `/ Pr.:duct Control No: 94.11914 .01 SYSTEM L.IttIITAT1oNs Product Control No 94 - n9) - 1.01 1 The standard minimum roof pitch fog "Altusa 5 ". Dail -on, mortar or adhesive set tile applications is 2" Ise in 12" run (2".12 ") The maximum roof pitch for mortar or adhesive set tile applications is 7" Ise in 12" run (7 " :12 "). 2. All nail -on tile applications having a roof pitch less than 4 "• 12" shall be installed cruet both 'ertical and horizontal battens ('Counter- 13anens "), as noted in System A. All nail-on ule applications having a roof pitch in excess of 7 " 12" shall be installed over horizontal bancns as toted in System C 3. For nail -oa applications. brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter Larger than that of the preformed holes In the tile 4. System installation shall be in compliance with the system specifications outlined in his Product Control Approval. Nail -on tile shall be attached using one of the methods of ana•:hment rioted n Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance detemtined in compliance w th Dade County Protocol PA 115 or PA 127 5 For nail -on rile applications. an cave clip is required on all cave tile. For mortar set applications. the first three courses of tile shall be nailed with not Tess than one nail per tile As an . aternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga wire mesh with square openings of not less than V," which is mechanically attached' to the dick with non less than one 'poring nail every I ft'. For roof pitches from 6" to 7 ":12 ", every laud the •rf every fifth course, beginning at the eighth course, shall be nailed with not Tess than one nail per tilt. 6 For mortar or adhesive net tile applications, a field static uplift test by a Dade Courry accredred testing agency, in compliance with Dade County Protocol PA 106. shall be required net less than 30 days after application to confirm tile adhesion. The results of this testing shall be reponed to the Building Official and the installer slating that the application has passed or failed ?A 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 535 of field area tiles and 10% of perimeter area (t e ridge/rake) the with approved tile adhesive The installer shall place an identriable marking on each repaired tile for future reference. Any PA 106 re -test shalt not include any marked tile. For mortar or adhesive set Ile applications. 30 hot mopped underlayment apps cat ions may be installed perpendicular to the roof pitch prior to June I, 1995 unless stated otherwise by the matenal manufacturer Thereafter. 30/90 underlayment s'sterns shall be Installed parallel to the roof pitch in compliance ss ith Appendix" A' of Dade County Protocol PA 120 K.iul R;,,Iicsa./ Table 3: Attachment Resslance.Expressed as a Moment - M (h41:11) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAJLS APPROVED SCREWS APPROVED FIELD CLIP Wf H: APPROVED EAVES CUP WITH: 1 na l 2 nabs t screw 2 aaews t nail 2 nails 1 neat triads Fnusa'S• Battens N/A N/A WA 28.80` NM WA K'A NM L Direct Der2 6.20 8.40 28.70 31.80 2120 25.30 76.90 34 90 Table 2: Restoring Moments due to Gravity • M, eft -Ibf} from PA 102 Testing 111e Profile 3' 12" - or less 4 " :12" 5 2. 6 " :12' 7':12" or greater Battens • Direct Deck Battens Direct Doch Battens Drred Deck Battens Direct Dad' Battens Duet! Dec AtlusaS' Tile 4 47 5.35 4.40 5.27 ' 4 31 5.16 420 5.03 4.08 NM 1I L D n D ti SYSTEM LIMITATIONS ICONT I HUED) Product Control No.. Q4 -0914 n l 8 All tiles shall beat the imprint or ideetiftable marking of the manufactures name or logo fos identification in lee field. 9 The Altusa " Altusa S' the profile has been tested for both wind characteristics and static uplift performance. the efore. attachment calculations for installation in compliance with Dade County I'iotocoI PA 115 a PA 12? shall be don: as a 'Moment Based System' 10. Applications for roofing permits shalt include a ooropkted Section 11 of the Uniform Building Permit. a copy o' Altusa Tile's current specifications and details, a copy of this Product Comml Approval and a :opy of the Product Control Approval of any Roofing Component used in the proposed tile appication. Reference shalt be made to appropriate data for the required fire rating. I I. The applicant shall retain the services of a Dade County cenifred testing laboratory to maintain quality control in :ompliance with the South Florida Building Code and related protocols. I2. Any amcndmentsto these provisions shall be in compliance with Sections 201 and 204 of the South Florida Building Code. 12 it tad L4..11, • ,,.•: DATA FOR ATTACHMENT CALCULATIONS Product Control No 91.0'11.5 nil ' Saews tor me installation over be8Bns snarl be IS 2Y: long. corrosion resistant. Omit-Dnve screws installed in two manufactured holes located 1s /, and I Iran the head o11he ®e. .f /t.u,l 6"di et: uu Table 1: Aerodynamic Multiplier- 7t et) from PA 108 Testing Tile Attachment Resistance ), (11 1 r (11') Profile 24 50 Batten Application Direct Deck Application Allusa'S' Tile D.29 0 31 L D n D ti SYSTEM LIMITATIONS ICONT I HUED) Product Control No.. Q4 -0914 n l 8 All tiles shall beat the imprint or ideetiftable marking of the manufactures name or logo fos identification in lee field. 9 The Altusa " Altusa S' the profile has been tested for both wind characteristics and static uplift performance. the efore. attachment calculations for installation in compliance with Dade County I'iotocoI PA 115 a PA 12? shall be don: as a 'Moment Based System' 10. Applications for roofing permits shalt include a ooropkted Section 11 of the Uniform Building Permit. a copy o' Altusa Tile's current specifications and details, a copy of this Product Comml Approval and a :opy of the Product Control Approval of any Roofing Component used in the proposed tile appication. Reference shalt be made to appropriate data for the required fire rating. I I. The applicant shall retain the services of a Dade County cenifred testing laboratory to maintain quality control in :ompliance with the South Florida Building Code and related protocols. I2. Any amcndmentsto these provisions shall be in compliance with Sections 201 and 204 of the South Florida Building Code. 12 it tad L4..11, • ,,.•: DATA FOR ATTACHMENT CALCULATIONS Product Control No 91.0'11.5 nil ' Saews tor me installation over be8Bns snarl be IS 2Y: long. corrosion resistant. Omit-Dnve screws installed in two manufactured holes located 1s /, and I Iran the head o11he ®e. .f /t.u,l 6"di et: uu Table 4: Attachment Resistance Expressed as a Moment - IA, (ft•Ibt) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa '5' Tile Mortar Set 24 50 Adhesive Set 666 500 1 L D n D ti SYSTEM LIMITATIONS ICONT I HUED) Product Control No.. Q4 -0914 n l 8 All tiles shall beat the imprint or ideetiftable marking of the manufactures name or logo fos identification in lee field. 9 The Altusa " Altusa S' the profile has been tested for both wind characteristics and static uplift performance. the efore. attachment calculations for installation in compliance with Dade County I'iotocoI PA 115 a PA 12? shall be don: as a 'Moment Based System' 10. Applications for roofing permits shalt include a ooropkted Section 11 of the Uniform Building Permit. a copy o' Altusa Tile's current specifications and details, a copy of this Product Comml Approval and a :opy of the Product Control Approval of any Roofing Component used in the proposed tile appication. Reference shalt be made to appropriate data for the required fire rating. I I. The applicant shall retain the services of a Dade County cenifred testing laboratory to maintain quality control in :ompliance with the South Florida Building Code and related protocols. I2. Any amcndmentsto these provisions shall be in compliance with Sections 201 and 204 of the South Florida Building Code. 12 it tad L4..11, • ,,.•: DATA FOR ATTACHMENT CALCULATIONS Product Control No 91.0'11.5 nil ' Saews tor me installation over be8Bns snarl be IS 2Y: long. corrosion resistant. Omit-Dnve screws installed in two manufactured holes located 1s /, and I Iran the head o11he ®e. .f /t.u,l 6"di et: uu Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 r 51 2 27 '� ` 52 3 28 I 53 4 29 54 5 30 1 55 6 31 56 ij 7 32 57 8 33 58 9 34 59 1 f 10 35 60 11 36 61 v / r 12 37 I 62 13 38 i 63 14 39 64 15 40 ■ 65 16 i 41 66 17 \ 42 67 18 43 68 19 44 jl 69 20 45 f 70 21 46 / 71 j 22 47 72 23 49 74 24 � 49 � � 74 25 / 50 \ 75 ;/ Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory • - .•S7in . .. :• ggsyket e.EO • e Lc r Q. `QueSFe Assoc ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION S7 4/ _ Owner's Name: -- Per it #: :/ Job Address* )(& 9) N / j , 5I Roofing Contrac OP) Type of Tile: = _ `� Date Installed Approximate Roof Height: = feet Roof Pitch Type of Access to Roof: Scaffo s Ladder Other 'N Licene•;t6CO924� -. . Lab gertifltatiogs1tfl4-�73'1.8.01 Approximate Square Footage of Roof Required Testing F rce: 35 lbs. Te t'fig Eq a t: Date Tested' � /�� � Y TEST RESULTS P=PASS, F =FAIL Chatillion DFIS 100 SI(ETCH.OF ROOF IN BACK UTR Environmental • Civil • Structural Building Inspection Services ( ;,i 0-47/1 4 =0„ IN ACCORDANCE \(ITA 1 CR1tERtA e F pROT QL QA 106 THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY GOf�LR>< L E[J' THIS BIa,$ 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone: (305) 264 -1425 • Fax: (305) 264 -1426 E 2 NOTES $KETCH OF ROOF DATE DATE • """ t••• JOB OF SHEET NO. CALCULATED BY CHECKED BY SCALE •• " , " • 7:: Px _ 2 4- - c SLO . _ se; i.. 14 -Go 34. 4 5 - TEs R ?L.e CHE • ED BY DATE ALE �TS 7 ........ 4 33 � I( a1: Q ty 8 410 2 loo T I 32 1 23 Gil t , . JOB SHEET NO CA. ULATED BY OL.1E OF o I /Q� / L � _ •���• DATE 4 - ' L • - I0 PR 1 Gos . 1 2 • 4g ✓e cas Sup, work totbe done an VU ka; New Building To be constructed of Estimated Total cost of i Zone cubage required Kind of founda i mprovements $ purpose pf building (by MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . L Registered Architect and /or Engineer. Name and address of licensed contractor ....J( °. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. rs) Date sass No. .... 0 Street _ and for no other purpose. Remodeling Addition Repairs .......a ..� No. of Stories ion Roof ° Covering Amount of Permit $� 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 employee 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 blic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on ork to by perfo } tinder this pennit, as are licensed by Miami Shores Village. 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 _.. 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 tztte. Permit No.._. .' Date I Read, Sworn to and Subscribed before me. Disapproved Date.._ �. r Notary Public, State of Florida (Signed) B uilding Inspect My Commission Expires LANNINC BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannin Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. to me well known, Owner's Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcincnr ur 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 iuilding 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. Registered Architect and /or Engineer.. .............•. Name and address of licensed contractor ... Building Inspector NOTE: A charge of $1.00 will be made for the Planning llo.rrd. A re- inspection fce of 31.00 will be charged materials anti /or workmanship. Chairman ... .MICrhber Member .. .. _.....__....._..._.�...._ Council Approved Date No. Cf_...._. street _. k Location and legal description of lot to be built on: Lot Block t Subdivision Street and Number where work is to be done. ..G..lF'.��.._.. State work to be done and purpose of building (by floors)..... PLANNING BOARD DATE J New Building Remodeling Addition Repairs No. of To be constructed of Kind of found � st � pn Roof Covering.... �Z Estimates Total cost of improvements $. e.d.a...e„ He,en.en..ee � for no other purpose. tortes 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 inrlcrsigned 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 Si pleent, 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 ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performunder this permit, as are licensed by Miami Shores Village. Remarks (Signed) Notary Public, State of Florida My Commission Expires ... STATE OF FLORIDA, COUNTY OF DADE. Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._a.3. �3 Date f Read, Sworn to and Subscribed before me. V/e/ Pp --�� Date. .--. Disapproved (Signed) Member Member .. Member __......._ _.._..... Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty Date Type Insp Permit No. Name —' Addres Compa Phone # For Inspector: c Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 7 o o Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ! • t C . � � r T hi GC J d No 3 6 / Street ,5[_ < 11 Registered Architect and or Engineer -'7g � �Q - Name and address of licensed contractor C Li 4 4 �" ` /a 4a »T / 4 ..0 4' o s f21 j `/.'i� !� r a� .s5F '/' / - 1-r. C ' Ai 1 fJ,Q Location and legal description of lot to be built on: /d J - 9 ( Lot 0 Block q a. Subdivision T 4 I a < A M ( 'tl� 5 q l r� b d Street and Number where work is to be done ,Y ( / 1 f 7 TV $7 � State work to be done and purpose of building Iby floors). state exterior colors (submit samples) .ejZ 7 et" F AP P/ ITE pi J u D' i fi f i4 0 �•" #f1 New Building Remodeling___ Addition To be constructed of Kind of foundation e Estimated Total cost of improvements S _ 4 S' ' r Q Amount of Permit S Zone cubage required C -IMP —t /PT MC Permit No. .5 °5 Disapproved y_ Date (SignedI MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspector My Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to Notary blic. State of orida mmission Expires Date 9 07 4_ 19 90 and for no other purpose Repairs _ No. of Stories_ _ Roof Covering 4-61 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has co.• ;lied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under .- •rmit: and will pos ._,•!. se to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned f •mploy only j��'ontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. ,/ / Remarks IS r.1: STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared ____ 341D l A L I 0) I$ to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the 9 1 A t t r" 11— 4 - of the above described construction, that he has carefully read the foregoing application. and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to nd Subscribed befo, .a m PLANNING BOARD DATE .;,;;,,, CI.r :.... ii.r Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 825.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed state:w nt ut the plans and specifications herewith submitted for the build • inc 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 iuilding Division of Miami Shores Village shall be complied with, whither herein specified or not. A copy of approved plans a spc tficatipps must be • at budding during progreu of the work. 4e, a Owner's Name and Address , � '...__..l . 4 Registered Architect and /or Engineer Name and address of licensed contractor. �� ��.� _ e Location and lc al description of lot to be built ® on: Lot ! � Block 1 2 4 A Subdivision....... ' .S t C .C..Z `_P Street and Number where work is to be done State work to be one and purpose of building by floors Permit No.. .L. Disapproved .. (Signed) MIAMI SHORES VILLAGE New Building lf Remodeling Addition Repairs To be constructed of Kind / o / f undpktptt f Covering Estimated Total cost of improvements $.d�/. Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot _ .......... ...... .................. _........_ Maximum live load to be borne by each floor I hereby submit all 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 5066, 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performedAhder this pcnnit, as are licensed by Miami Shores Village. Remuks 7 ' Date Date.. Building Inspector BUILDING INSPECTION DEPARTMENT and for no other purpose. No of Stories /'. — oo Amount of Permit S ..... i (Signed) A DD ,7® 2( Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires �. 6ds / -66 /1 A /3 577, . 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 fads therein by him stated ire drue. PLANNING BOARD .._......DATE Ciiairnan Member Member Member — Member Member Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planniri;; hoard. 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. MIAMI SHORES VILLAGE \ BUILDING DEPARTMENT 305- 795 -2204 B . i ling l s.�ecti • Reques Dat Type Insp'n Permit No. Name Address Compa Phone # For Inspector: Approved e09 Arr_7 25 d Name & Date 1 ❑ Correction ❑ Re- Insp'n Fee ❑ 2 D7\ i