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910 NE 99 St (8)BUILDING E M E MY7 Permit No. R —Th5e PERIVIIT APPLICATION 6 Master Permit No. FBC 2004 BY: MCC( Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) d oreeh Phone # 30("- 75 - 1 ��, / Owner's Address 9/ 0 N e 9 9 State Rortd0... City m,' ,Sha Tenant/Lessee Name 4/ /A Job Address (where the work is being done) 9'/(i Ne 9 9 ><" City FOLIO / PARCEL # Miami Shores Village Is Building Historically Designated YES NO V vd Value of Work For this Permit $ 35, i Submittal Fee $ Permit Fee $ Miami Shores Village Building Department Notary $ Training/Education Fee $ Scanning $ \ 00 Radon $ Bond $ Code Enforcement $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami -Dade Zip 4 33 i3' Phone # Contractor's Company Name IA //►( . JS E0 :Y Phone # c5z — 74 3 -7663 Contractor's Address q (cJ I R wao) . :4-e.. �O City f 0r4- L0-od Gfc1o. (ems State I-- L. o Zip 3 .?3 /a Qualifier Name Or'vC.e. uo (( , ' vi9.Cwbr 1 h Phone # 9 5 " 76' 3 - 7 4.43 State Certificate or Registration No. Gcc. 0564 9.2 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Zip 331- Square / Linear Footage Of Work: 3 70 0 Type of Work: ❑Addition ['Alteration ['New Er ❑ Demolition Describe Work: re ro Shdcm alUvtio e and l '/. � ` � > � - CCF $ 2 `60 Technology Fee $ CO /CC DPBR $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3-13 See Reverse_ ilie a'; PAID C 3 °1 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: v Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) &EEA/ C, 69 ..h• Phone # Owner's Address 9/d /VE 99 ∎J0 - .eE:7 City y/. i &Ape.47— State fi= La, 1 ,;; Tenant/Lessee Name Zip Phone # ,) /At Job Address (where the work is being done) 9 /cc //IC 9 ' City Miami Shores Village County Miami -Dade Zip .5e /.3 8' Is Building Historically Designated YES NO )Qi Contractor's Company Name A/1/ZW. `t -S ,Q 00,e LLChone # 9.54/ ' 763 7665 Contractor's Address - 7i/ 4'446 t'S 1!-002 21¢ =10 9 City A3 i ie/6,QC/ /e State �� Zip 333/2 Qualifier 43.4 y0� /y�iSGv 2 7‘ Architect/Engineer's Name (if applicable) Phone # OP $ Value of Work For this Permit " 35: 4/25 Square Footage Of Work: 3700 Type of Work: DAddition DAlteration :New (,/ Repair/Replace ❑ Demolition Describe Work: A3. AP,00/c S2 2�.Qis/i¢GF' � 7` /L/� 9 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * ** * ** * * * * ** * * * * ** * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ • Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Sta 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 acknowledged before me this t / day of G , 20DC4 by Al , L.956 who is ersonally known to me or who has produced As identification and who did take an oath. ') :LIC: ( NOTARY PUBLIC: 9 c \ 4 / G7 Q :/� /0 Sign: <L ' - - % �_: 'a. _ ' N O o My Commission Expires: e n \ Suzanne E Palmer My Commission Expires: g _ / ... /0 U¢ N 2 �� M ; AQk Q s (� a F >2 s Wc � � Q U .m 0 a **************************************************************************** * * * * * * ** * * ** * * * * * * * * * * * * * *p.*** * Chc 10/14/03 • APPLICATION APPROVED BY: a d" Expfres Jenut4Ortjfillate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. y Signature Contractor The foregoing instrument was acknowledged before me this day of 7 l u 6 by g/'IJe p_.. 1 kle who is personally known to me or who has produced as identification and who did take an oath. r3 Plans Ezti Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. • 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: '/L) J& •• , S v -,!'oe /-- / � i &/x9 1 mi. it :..� S'MIP 2. Descr n of i rovement: 1 111111 11111 11111 1111111111 11111 11111 1 1111111 C:FN 2.:u e6R0931431 e INSPECTION R Bk 24860 Pe 2196; Ups) RECORDED 08/28/2006 11 :54 :57 ARVEY R.UVIN, CLERK OF COURT jrNI —DADS COUNTY► FLORIDA �� --OlG SPrBT PAGE 3. Owner( ) name and address: 9c < Interest in property: Name and address of fee simple titleholder: 4. Con 4 :c .r's .me .n. r l' n1 L t 5. Surety: ( bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated .O nw er upon whom notices or other documents provided by Section 713.13(1)(a)7., Florida,Statutes. Name and Address: 8. In addition to himself, Owriers designates the folloM in Section 713.13(1)(6), Florida Statutes. Or Name and dress: s my h �.NITNES —` HA 9. Expiration date of this Notice of Commencement: (the - = '.n .at different date is specified) nature of Owner Print Owner's Name Sworn to and subscri My commission expires: . 1 Notary Public: Z _ Print Notary's Name: „sVr Suzanne E Palmer r My Commission D0285361 o, O Expires January 04. 2008 S &e& At L.9e .y d before me this '/ 5 day of STJZANNE E PALMER A ORIDA, COUPAV OF C ADE ' "''No.itd) `. E C OQ Prepared by M r 1 l� i[, C'..,il/1k/✓1 1( , 200/..e, . 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L.i iD■ I.> I1.■7■■ t7. ■■■■■ ■■■■■fWi ■■■ ■■■■ ■ ■■■■■ ■■ ❑ New Roof Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. CC Ofp v/ Process No. Contractor's Name Ailid.Q,'GYS .000• LLC Job Address 9/0 tif" 99.s Section A (General Information) ROOF CATEGORY Mechanically Fastened Tile Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE /Re- Roofing ❑ Recovering ❑ Repair • • • • ... ia CEP 0 8 2006 jg Z _VA- B Y. ........ • • • ... • • • • • • • • • ••• • • • • • • • • • • • • .. • • • .. • • • • ... • • ❑ Mortar /Ad ❑ Wood Shi gl ❑ Maintena I ce ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /0 00 270 370 O Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow overflow drains. Include dimensions of sections and levels, clearly identify dimensi pressure zones and location of parapets. - sc ns e Set Tile /Sh w Q 0 0 w 0 ppe of I alt kes i EON E OF AN SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 designated space indicates that the item has been explained. L-- 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) 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. C-- 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. (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 owner provides the option of maintaining this appearance. k — . 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. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not • overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Pklrfib111 §. • • • • • • • • • . 7 ---- Ventilation: Most roof s et 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. 4t may be beneficial to.con,sider additional venting which can result in extending the service fife o t�e� oof:: : :. : : • • • • • 0,0 .. • • • • • • • • • l G ‘_ / e, n is /Agent's Signature • :' +at : : •:' :Co�itractor's Signature • • .. • .. ... • • • • ... • • Date Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAF NOA No.: 03-0501.05 Type E Design Wind Pressures, From RAS 128 Calculations: Per ax1 — Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: -75 PSF Deck: Type: 5/8 Plywood Gauge/Thidcness: 5/8 Slope: 1/4 Anchor /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Mate Insulation Base Layer: Base Insulation Size and Thi ess: Base Insulation Fastene onding Material: Top Insulation er: Top Insula •n Size and Thickness: Top I . lation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Ply Fiberglass #75 Base Sheet Fastener /Bonding Material: 1 1/4 Ring Shank Nails Ply Sheet(s) & No. of Ply(s): Ply IV 2 Plies Ply Sheet Fastener /Bonding Material: Type IV Hot Asphalt Top Ply: Mineral Surfaced Fiberglass Top Ply Fastener /Bonding Material: Hot Asphalt Solid Mop Surfacing: Granule Section C (Low Sloped Roof System) • ••• • • • • • •• • • • • • • • • • ••• • • • • • •• ••• • • • ••• Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 " oc Lap, # Rows 2 " oc Perimeter: 6 " oc Lap, # Rows 4 © 6 " oc Corner: 6 " oc Lap, # Rows 4 ®6" oc Number of Fasteners Per In Field Perimet Illustrate C Applicable Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. • • • • • •• • • • • • •••• • •• • • • • • • • • • • • • • •. •• • • • • • ••• • • • • • • •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • •• • • • • •• • • • Granule Cap Sheet 9" Strip Ply IV 3X3 Edging 2 Plies of Ply IV Fiberglass Base tion Board Corner nents Noted and Details as FT. y FT 8 Parapet Height Mean Roof Height Roof System Manufacturer: ,4 14/SO/V X00. " 7 '6t Notic, of Acceptan NUrnber: 02- 09/6. // Minimum DesignIWind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3:_ - • _ • Maximum Design Pressure // �` (From the NOA Specific System): `7' • Method of Tile Attachment: ii ,s A Q e Roof Slope: 4 :12 Ridge Ventilation' Mean Roof Ref ght: Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Ap pliw.tion Form Section D (Steep Sloped Roof ,system) Steep Sloped Roof System Dacription Deck Type: I / j (C ( • to c''o Undertayrneent Type: • Insulation: Fire Barrier: .. ... • ...DH p Edge . . . . . .. . . . • • • • .. • . . . • • ... Trp} & Sire: • ....... • ... .. • .•• • .. ... WI/ IV .. ...•. .. . • • ... • . • • . .. • • • • • • • • • • . .. • • • • ..... • • • • • • • .. • • • .. .. 411 .. • • • 0 .. • • 3 .. ( `) - (f- Fastener Tiype[l2C• 1 l " a & Spacing: 2 ..7 Ca .2'/ I (. ►_ ... -. Cap Sheet Type • .. .. • • • • ..... .... • • Adhesive Type:' C - /Gt 4-LS 4 51 S • cK-- Roof Coveting: 1 • Where to Obtain Information Description Symbol Where to Find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis piepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope F' Job Site • Aerodynamic Multiplier I NOA Restoring Moment due to Gravity 37.4 NOA - Attachment Resistance • •. • • 1■IbiC • • • • - - Required Moment Resistance A. • ; C :.: ' . Minimum Attachment Resistance gi • • • : • • Required Uplift Resistance F Calculated Average Tile Weight W NOA - Tile Dimensions 1 y • : . • NW • • • • • • • w =wt • • • • • • • • • • All calculations must be Cub�it{eeo the auudiag Of$cial aCthii time of permit application. M Required Moment Resistance* Mean Roof Height -► Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 - 36.5 , 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30,4 32.2 y 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 • 30.0 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) - For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. - Method 1: Moment Based Tile Calculations Per RAS 127 (P 4S. ` � x . 2 = - )-M 0, 6 ?= Mr, fo, 372- NOA M 47 1 (P3: q5 .4-x 2439= - ) - Mg: ( C,''= Ma 20. o5 NOA M (a ¢7• 3 : Q55. 1' x il, . 20 9 = ) - M G.. 6.7= M 60. I�6o NOA Mf +7• I Method 2: Simplified Tile Calculation Per Table Below Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for F. If the F' values are greater than or equal to the F values for each area of the roof, then the tile attachment method is acceptable. - Method 3: Uplift Based Tile Calculations Per RAS 127 (P xl: = xw:= ) -W: xcosO: =F NOAF' (P xL = xw:= ) -W: x cosO: =F,: NOA F' (P x L _ - xw: = )-W: x oosO: = F NOAF' • • ... • • • • • • • • • .• • ..• • • •• ••• • • • • • ••• • • • • • • • • • • • • •• •• • •• • • • MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 AIU 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 for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consislsrof tar 1•t 21. The submitted documentation was reviewed k Frjk Nortgl : • • • •• ••• •• • • • •• • • • • • • • • • ▪ • • ▪ • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • • ••• • • • • • • •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTh 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 40, GAFGLAS Flex P1yTM 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 P1yTM 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) Ply Sheet: 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. Cap Sheet: (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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/2.3/03 Page 18 of 21 Surfacing: Maximum Design Pressure: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 201bsJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gallsq.; or GAF Premium•Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gaL /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above •• ••• • • • • • •• • • . • • • • • • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • NOA No: 03- 0501.05 Expiration Date: 11/04/08 • • • • • • • • • • • • • •• • • Approval Date:10/23/03 '•• • • • ••• •• Page 19of21 • • • • • • • • • • • •• • • • • • . • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2 Minimum 1 /4" Dens Deck or Va Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is 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 275 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 valve listed within a specific system. Should 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 ptilize 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 mailers, 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 . comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of ttv„F7pp jlaAcimigistrgtiye Cade. END OF Ti4 PTE • • •• ••• •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • . • • • • •• • • . • • •.. • • • • ••• • • • • .. • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • NOA No: 03- 0501.05 Expiration Date 11/04/08 Approval Date:10/23/03 Page 21 of 21 ...,.. .... ,.... ......b ., Page Bottom See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA UL Online Certifications Directory TGFU.R1306 Roofing Systems Roofing Systems R1306 " Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailabie to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt glass f9ber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or meGtary' ly fa §tened. • • • • Unless otherwise indicated, all insulations may be hot mopped or mar �anniltfa4te tea. ;'; • •• ••• •. • • • •• • • "GAFGLAS Flashing" or "Ruberoid" may be used for flashing In any of the Class A, B or C systems listed below. • • • •• • • • • • • • • • • • • When "periite° is referenced, this includes °GAFTEMP PERMALITER a: aty othei VL:Classifierperlite:insulation. • • • • • • • • • • • •• • • • • • Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. • • . • • • • • .. . • 000 • • • •.• • • A. »b.. . . . http: // database. ul. com /cgi- bin /XYV/ template /LISEXT /1nRAkii hol p$ge.l$ml ?name= TGFU.R1306 &c... 7/13/2006 . ..... . ... 1 V• V .l\1 JVV - S J JSnS5 ✓' JavlkSJ Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or VC. rhe use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board s an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in: perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a >uitable alternate for isocyanurate board in the following Class A, B or C systems. 'BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate Insulation n any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". SAFGLAS #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 perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membrane may be used In lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 2. Deck: C -15/32 Incline: 2 4. Deck: NC 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. 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 PIy 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 "GAFGLAS PIy 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Incline: 1/2 • Insulation: — One or two layers "Isotherm R ", 4 in. max,•ifbt nk ed." Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass_fiber_mat system. 5. Deck: C -15/32 • • • • • • • • • • • • • • • • • • Inci 1. • • • • •• • • • • • • • • • • • •• • • • Slip Sheet (Optional): — Red rosin aper, nailed to deck. Base Sheet: — One layer Type G2 " G #75 Base Sheet (ma ed). • • • • •• • • • • • •• • • • • • • • • • • • ••••• • • • • • • • • • http:// database.ul.com/cgi- bin/XYV /tem to /LISEXT/1fRA1Shopvp4ge.l>�ml ?name= TGFU.R1306&c... 7/13/2006 • • • • • •• •• • • • •• • •• ••• • • • • • ••• • • 1 V1 V .1 \1 JVV - 1\VV111■5 I._ fl #a A1J Ply Sheet: — One or more layers Type G1 " GAFGLAS PIy 4" or GAFGLAS PIy 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 "GAFGLAS PIy 4° or "GAFGLAS PIy 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: — " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: — Two or more layers Type G2 or G3. PIy Sheet (Optional): — One or more layers Type Gl. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberold Mop" (Smooth or Granule) or "Ruberold Mop Plus° (granule). Cap Sheet: — " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet: — One or more layers Type G2, "GAFGLASS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Surfacing: — "Flreshleld MB ", 2.5 - 3.0 gal. /sq. 1. 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. PIy Sheet: — Two or more layers Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6" Cap Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 1. Deck: C -15/32 Incline: 1/2 Class B 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 Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberold Torch Plus" (granule), "Ruberold Mop" (Smooth or Granule) or "Ruberold Mop Plus" (granule). Cap Sheet: — " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. •• ••. • • • • • •• • • • • • C1$s/C• • • ••• • • •• ••• •• • • • •• • • • • •• • • • • • • • • • • • • Insulation (Optional): — One or more layers perlite, Grpbdfibtr,.glgs,ptl r,:isgcy$rSiyra perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate cogyibsRe,•phentile, atiythickrte • • • Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Surfacing: — "Special Roofing Bitumen" 20 Ibs /sq. http: // database. ul. com/ cgi- bin/XYV /template/LISEXi' /1FRASv iShoivp$ge.11tml ?name= TGFU.R1306 &c... 7/13/2006 • • • • • • • • • • • •• • •• • • • •• • •• ••• • • • • • ••• • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34` Ave Deerfield Beach, FL 33442 MIAMI -DADE COUN PL', FLORIDA METRO -DADE FLAGLER BUILDING 140 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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: Palema Double Roll and Hacienda Double Roll Roof Tile 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 for inspection at the job.sit.e4 the .eqn st of the B Nilding Official. • . • •••••• • • • This NOA consists of pages 1 through 6. • • • The submitted documentation was reviewedby Fithfk Ztilbaga, RAC • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • .• •• • • • •• •• • • • • • 000 • • NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: . 1. SCOPE This renews a roofing system using. Hanson `Palema Double Roll and Hacienda\Roof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Palema Double Roll Tile Hanson "Hacienda" Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Roofing Roofing Tile Concrete Dimensions Length: 16 %2" Width: 13" V2' thick • Length: 171/4" Width: 13" Y2" thick Length: varies Width: varies Varying thickness Dimensions Vertical Min. 1"x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 1.0dx 3" • 'A� A'lipentlfx E' .. Test Product Specifications Description Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete . TAS 112 roof file equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Specifications Wood Preservers Institute LP — 2 .. ... • • • • • • • • • • • • • • • • • • • • • • • .. • • • • . • • • • • • .. • . .. • • • • • • • • • • • • • ... • • • • • • • ...... ... • • • • Salt pressure treated or decay resistant lumber battens • • .. ppsrotion resistant $cigw.p{ smooth shank nails .. • • • • .. • • • • Product Description Manufacturer • • • • • • .. • Generic (With current NOA) Generic (With current NOA) NOA No.: 02 -0916.11 Expiration Dater 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Table 1: Aerodynamic Multipliers - X (ft5 - Tile _ Profile X(ft Batten Application X(ft� Direct Deck Application Hanson Palema Double Roll and Hacienda Tile • 0.267 0.289 Product Dimensions #8x 2 /" long Tile Screws 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Hurricane Clip & Min. 'A" width Fasteners Min. 0.060" thick Clip Fasteners Min. 8d x 1 ''A" 3. LIMITATIONS 4.2 Data For Attachment Calculations Test Specifications TAS 114 .Appendix E TAS 114 Appendix E Product Description Manufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse (With current NOA) thread wood screws Corrosion resistant clips with corrosion .Generic resistant nails. (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Miniinum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed • in strict compliance with Roofing Application Standard RAS 118, 119, & 120. ...... • • .. .. • • • • • • • .. ... .. • • • .. • • • • • • • • • • • • • • • • ..... • • • • • • • • .. • • .. • • • • .. • • • • • • . .. . • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. ... • • • ... • • NOA No.: 02 -0916.11 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 3 of 6 Table 2: Restoring Moments due to Gravity. - M (ft -Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or • greater Hanson Palema . Double Roll and Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Tile Profile Hanson Palema Double Roll and Hacienda Tile Table 3: ttachment Resistance Expressed as a Mo ent - (ft -Ibf) For Nall-On Systems astener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 2 #8 Screw 1- !• Sm•. - or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail. (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Ring Shank Nails Direct Deck (Min 15/32" plywoo 27.8 8.8 16.4 25.8 47.1 19.0 35.5 31.9 • 43.0 0. rect Deck (Min. 19/32" plywood) 37.4 11.8 21.9 25.8 • 47.1 24.3 19.0 35.5 31.9 67.5 Installatidn with a 4" tile headlap and fasteners are located a min. of 2%," from head of tile. Battens 28.8 4.1 7.1 22.9 49.1 24.2 22.1 34.8 32.2 50.9- o • - • : • o NOA No.:.02 -0916.11 • - • • Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) . . For Two Patty Adhesive Set Systems • Tile. • Profile Tile ApplIcation Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. • Table 4B: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) For Mortar Set Systems . Tile Profile Tile Application Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Polyfoam PolyPron" 86.61 Polyfoam PolyProTM 45.55 4 Large paddy placement of 54grams of PolyPron'. 5 Medium paddy placement of 24grams of PolyPro TM.. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ^ ^C0 n 0. 2. n Ln _ NOA No.: 02- 0916.11 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 5 of 6 PROFILE DRAWINGS HANSON PALEMA DOUBLE ROLL ROOF TILE FASTENER HOLES UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK • • •• ••• • • • • • • • ••. ENIt OF S:AtCE 'TANCE •. ... .. • • • .• • • •• • • . . . •.•• • .. • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• • • • . • .•• • . • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OVERLOOK NOA No.:. 02-0916.11 Expiration Date: 12 /16/07 Approval Date: 12 /19/02 Page 6 of 6 M 1 A M I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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: Polystick P, Plus and MU Underlayments • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • .. • • • • • • • ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0818.03 and consips•of p iggs through 6. • • The submitted documentation was reviewed by Jorge L: A t4xC ; ; . ; • • • • • . • • •• . ••• • _ • • • •• • NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick IR/IRX underlayment Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: TAS 103 and 32'10"x3'3- ASTM D 1970 100 mils thick Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3 ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced with a hight strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in •• • • • • • • • • • :slpppd,ivbf assemblies. Designed as a •. • • • 'meal faofmg and roof file underlayment. •• ••• •• • • • •• Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick • •• • • . • • . . . • • .• •..• • • • • •• • • .• • • • • • • • • . . . . . • . . • .. • ••. • • • . ... • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • •. • • . •.• • • • ••• • • Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA - 018-02 -01 Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 NOA No 04-0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 3 of 6 INSTALLATION Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • •• • • • • • •••• • • • •••• •.•• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • . • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • •• •• • • • • • • •• •• ••• • • • ••• • • NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 4 of 6 LEVIITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, and quary slate roof assemblies. Polystick P shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IRIIRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. hi roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof file applications. Polystick IR1IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct - to-deck) tile assemblies shall be as described below: Tile Profile Flat Tile Profiled Tile Polystick LRIIRX 5:12 Prohibited Polystick MU No limitation 5:12 Polystick TU, TU Plus No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. •. ••. • . • • • • • • • • .• • • • • • • • .. ... •. • • • .• • • • • .• • •••• •••• • •.. • • • • . . . . •• •• •• • • . • •.. •••• ••. • •• • • • • •. • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • •.• • • NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 5 of 6 LIMITATTIONS: (CONTINUED) 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. Roofing Tiles (6 Max. Per Siack) 12 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance.. 1.2 . Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. •• ••• • • • • • .• • • '• • END Ok.1i lS 4 CCf fl ANCE • • • • •• • • • • • • • • • • •• • • • • • • • • •• • • •• • • • • • • • •• • • . • • • • •••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No 04- 0810.03 Expiration Date: 09/13/06 Approval Date: 11/24/05 Page 6 of 6 llliaMCt Skews 2/tl�age aft" Dejiaststeat 10050 NE 2 Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305 - 756 -8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: a/ 9 TO,Qni FAX (15 4'5M .57/7 FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: 9- Importance: normal ; urgent ; please reply ; review _; recycle MESSAGE: a��� ) rm Sein gen40 4ku --rof Pic,' of' 11/u) y Toi Or Ihrb rhatdc,s Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk Bill To 1 DOREEN LASCH 910 NE 99 ST MIAMI SHORES, FL 33138 -2567 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 01/05/2007 Reinspection Fee Tuesday, January 9, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -1 -07 -27177 Invoice Date: January 05, 2007 Permit Number: RF -9 -06 -2304 L Permit Type: Roof / Work Classification: Roof - New Fee Type Fixed JAN 0 9 fPMt Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 01/09/2007 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Inspection Number: INSP -35742 Permit Number: RF -9 -06 -2304 Inspection Date: 01/05/2007 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Building Department Comments RE ROOF STORM DAMADGE TILE TO TILE FLAT TO FLAT COLOR THRU M 05 ND Passed Failed Correction Needed Re -Ins tion Fee ($75) Friday, January 5, 2007 ANDREW'S ROOFING No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Inspector Comments CREATED AS REINSPECTION FOR INSP- 35550. Uplift report provided is incomplete. Missing roof sketch showing location of test tiles in perimeter, field and corner areas with dimensions. 12/20/06 CG. 1/5/07 CG. No corrections done to previous rejection. see above. CG Page 1 of 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 BuildinggInspection Request Date 1 Time Type Insp'n 00 r l�Gl Permit No. 49 ( )(p Name L6k5 a �. Address q i o q g Compan Da- Dalit f; , Phone # C 5`7 0 /o N ? For Inspectoi? a5 / .Name & Approved Correction ❑ Re- Insp'n Fee ❑ Job Address y /,2 q' ./ Date Legal Description �- Lessee/Tenet by t'_erk / /A Owner's Address q/0 /d t9 `7 .1.1 Historically Designated: Yes Contracting Co. — 1:) Da a 141-e t b a d Qualifier State # 0 -C C j D PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 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 WORK DESCRIPTION: ieePA /Ie. e3 Square Ft. Leal dL' 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). 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, 1 authorize the above named contractor to do the work stated. ileiZte, of / Cie 11;142_6.... mot +2 -C--- o/?Y c% �S' nat e of owner and/or Condo President ate � p L blo 0- )76. 4 c- 5' , 0 Notary as to Own and/o o : ,. esn an'_ L1Y7AHY Date '' 9_ ANGELA M tarCKER 2 -' + ^ = ' ' coMu as osc owhosEa .4 < CC7166697 c\.9 O MY 3 0 i . pines OF FL. My Commission Expires FEES: PERMIT RADON C.C.F APPROVED: Zoning Building Mechanical SS# Tax Folio 1/ 3;2-0 d /L` g7ij Competency # Ins. Co. Estimated Cost (value) Si Phone No 1` )3P -4 7V /cf/ Address - 7 /t6101 Phone T7 - '7 .c t Master Permit # PLUMBING MECHANICAL ure of Contractor wner Bu er to ry as t C raotpr r thrti- irck • c■ MY C(ta;'dl:._ , 't, I O F\O N' ;'J NOTARY S - 0 0 BOND OOFIN Date TOTAL DUE Electrical Plumbing Structural Engineer rr- - SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Contractors Name Da-1-01 koo Pi 0 6 1' ' Job Address: .'/!o / ! 7 ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) • ❑ (Metal Roofs/Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof���':`. ❑ Re- roofing ❑ Recovering "Repair ❑ Maintenance Flat Roof Arca (ft Sloped Roof Area (ft Total (ft Master Perrnit Exposure category (per ASCE 7 -98): Building Classification category (per ASCE 7 -98): FT FLORIDA BUILDING CODE — BUILDING ❑ (Nail - On Tile) ROOF CATEGORY ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) DECK TYPE: FASTENER TYPE: ATTACHMENT SPACING FIEl D: PERIMETER: CO DETAIL 1&.2 NER: ❑ (Mortar -Set Tile)* sO t FIGURE 152E -1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for 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. 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. 0 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. 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. i5. 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. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. is /Agent's Signature C:\D000NI E— Ikmp\LOCALS- 1 \Temp\SECT 1524.dat �v / c97 / Date Contractor's Signature Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1242 Printed: 7/15/2002. Applicant: DOREEN Owner: LASCH JOB ADDRESS: 910 NE 99 Contractor DALEY ROOFING INC Local Phone: (305)754 - 9892 Parcel # 1132060143410 Fees: Description Amount FEE2002 -3888 Building Permit Application Fee $60.00 FEE2002 -3889 CCF $1.20 Total Fees: $61.20 Total Fees: $61.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: Work: REPAIR 3 LEAKS 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 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: Signed: �, Building Permit LASCH DOREEN ST Contractor's Address: 78 NE 106 ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 11 & 12 BLK 80 LOT SIZE 100.000 X 102 OR 1/11/2003 Construction Value: $1,100.00 ECTOR) BY: 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. (Contractor or Builder) BY: Page 1 of 1 ,WO )•l c h 0 0• 03 . 000 - "rte, ;1L� c,'t O 0 5!' aS 1 - Wl r � r 4 Ned o " LIZoO`` et veS Ott „ a d d • • M y0E 26865 -Z�p� ‘44,11r, �0 $�`s� S ys X196 O � \� c� �N� Issue Date: 9/13/2006 Owner's Name: DOREEN LASCH Permit Type: Roof Work Classification: Roof - New Job Address: 910 99 Street NE Additional Information Miami Shores Village, FL Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/12/2007 Contractor(s) ANDREWS ROOFING Phone (954)763 -7663 Primary Contractor Yes Comments: RE ROOF STORM DAMADGE TILE TO TILE FLAT TO FLAT COLOR THRU Type of Work: Re -Roof Additional Info: Classification: Residential 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 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -9 -06 -2304 Phone: (305)754 -1861 1132060143410 Lot: PB: Total Square Feet: 3700 Total Valuation: $ 35,425.00 Re • uired Ins ' ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $21.60 $7.20 $325.00 $12.00 $8.13 $373.93 Invoice Number RF - 9 - 06 - 26143 Total: Amt Due $373.93 CK OCT 10 pa Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department Engineered Structures & Shutters, Inc. P.O. Box 637 Jupiter, Florida, 33468 (561) 744-1318 Subject: Tile Lift-Off Test Report — Revised Report Lasch Residence Re- Roofing — 910 N. E. Street, Maimi Shores, Florida Provided are the results of Tile Lift -Off Testing in accordance with TAS 106 condition of the existing roof. Attached are the lift-off and holding values for tli ition' Lifting force was stopped at approximately 40 lbs to prevent damage to the tile. The follow was noted: 1) New tile roof was installed with Hansen Roof Tile, Hacienda Double Roll Roof Tile. The roof pitch on this residence is 4 on 12. 2) The installed roof tiles were installed with (2) # 8 screws in accordance with the.:D"dtl'� 3) The lift -off with for these tiles per the NOA is 6.7 lbs. confirmed because the high strength attachment. County NOA #02- 0916.11. 4) The attachment resistance for setting tile with (2) # 8 screws is 47.1#0.• • P e measured resistances were all above 50# with the Lifting force stopped at 48 to 55 lbs. • • • • 5) Attached is a roof drawing showing the lift-off test locations. All tiles resisted 40.1bs force and were well adhered to the base. (R1) Conclusion: The installed roof meets and exceeds Code requirements and the Product Approval and is therefore, acceptable as- built. Should there be any questions concerning this matter, please contact us. With kind regards, Russ''e VGouldy - f' E Presi ent Registered Engineer 431965 December 27, 2006 • The lift- offwtietght was not eye - w g PIA 2001 L E Y: .INu RV • •••• • • • • •••• Speci 1 Inspector 4608 General Contractor 441804 • • • •••• • • • • • •••• • • •' • • • • Lasch Roof Tile Lift -Off Test Sites 910 N. E. 99 Shat, Miami Shores, Florida ANDREWS ROOFING, Inc. .. •. .. • • • • • • • • • • • • • • • ........ .... • • ... • • .. • • • • 4, . • . . • • • • • • • • • • • • • • • . . . 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'1" 10 E 111 T� II a ■a■ aarlalalma ■isaiial, a t1ai•LI as a //• ■■ i Oi 11 1 .■ /r■rl11s>r� rrrar•■11••t••r• 11 �� 1 aaal ■raal•.1 �� ■•e.•.: a'.iesww.....■a..we r,.m■,.i.• , . r s...S■aira1 1QAO61 3 ; III ■tww■ mina l.- rllaaa ■.m•=m••11•■ ■*ale■ iim 1116 1111.■ =■r ■•.l Sw ■11■•• ta�> /••■� ■.i1■■ ■/■- Jt■1.■al•.a■ 911716■ ■• ■alali ■ ea■ ■ / Ma�n1 •! - ■s m∎ff �atww1 11 1.--- z�rri■ ■.l11■•■tal.ri aalal.■.w.. .. - 7i##ui ra /■••■ ■■aa.u. ■■aiiiiial ■a•1....ar�1 .mrommwrrUlI*11Il�Iiisrr■m*I•* Engineered Structures & Shutters, Inc. P. O. Box 637 Jupiter, Fl 33468 (561) 744 - 1318 COA N 72 Dwg N 06 - 280 .01 , Rev. 0 ' Date: 12 1 15 106 FAX TRANSMITTAL COVER SHEET 0c0-3 WeidOti s Alled v 5ld9 Defrant,meat 10050 NE 2 "d Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305. 756.8972 www.miamishoresvillage.com FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: Importance: norms ; urgent ; please reply _ ; review _ ; recycle MESSAGE: ff � resott 1-11\i2J laf ins Aovi TrullikAr 1—(6M )(Mc - FCX0 - 2337 Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk RF -9 -06 -2304 Roof Project: <NONE> Owner: DOREEN LASCH Phone: (305)754 -1861 Job Address: 910 99 Street NE Miami Shores Village, FL Parcel: 1132060143410 Block: Lot: Scheduled Insp # 10/26/2006 INSP -26360 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type Hot Mop Inspection Status Hot mop of flat roof as per pictures supplied by contractor. Pending inspection of hot mop of slope roof. 10/26/06 CG. 10/26/2006 INSP -26359 Tin Cap APPROVED Inspector Date Completed Partially Approved Claudio Grande 10/26/2006 Claudio Grande 10/26/2006 Tin cap of flat roof as per pictures provided by contractor. Tin cap of slope OK by CG. 10/26/06. 11/01/2006 INSP -31204 Hot Mop DENIED Claudio Grande 11/1/2006 ROOF ALLREADY MOPPED WITHOUT AN HOT MOP INSPECTION. PICTURES ARE NOT ACCEPTABLE. PROVIDE LETTER OF CERTIFICATION FROM AN ENGINEER CERTIFYING THE WORK DONE AS PER THE FBC AND THE APPROVED PERMIT. 11/01/03 CG. 11/28/2006 INSP -26361 Tile In Progress APPROVED Claudio Grande 11/28/2006 12/13/2006 INSP -26363 Final Roof Denied /Re- Inspection Claudio Grande 12/13/2006 s.■•■ UPLIFT REPORT REQUIRED FOR FINAL INSPECTION. NO REPORT ON PERMIT PACKAGE FOR FINAL. REMOVE ALL EXCESS TILES FROM YARD. 12/13/06 CG. 12/20/2006 INSP -35550 Final Roof DENIED Claudio Grande 12/20/2006 Uplift report provided is incomplete. Missing roof sketch showing location of test tiles in perimeter, field and corner areas with dimensions. 12/20/06 CG. 01/01/2999 INSP -35742 Final Roof None Claudio Grande Not Complete CREATED AS REINSPECTION FOR INSP- 35550. Uplift report provided is incomplete. Missing roof sketch showing location of test tiles in perimeter, field and corner areas with dimensions. 12/20/06 CG. Thursday, December 21, 2006 Page 1 of 1 RE ROOF STORM DAMADGE TILE TO TILE FLAT TO FLAT COLOR THRU Passed ,' � / Inspector specto Comments CREATED AS REINSPECTION FOR INSP- 35742. CREATED AS REINSPECTION FOR INSP- 35550. Uplift report provided is incomplete. Missing roof sketch showing location of test tiles in perimeter, field and corner areas with dimensions. 12/20/06 CG. 1/5/07 CG. No corrections done to previous rejection. see above. CG ,✓ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -36553 Permit Number: RF -9-06 -2304 Inspection Date: 01/12/2007 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ANDREW'S ROOFING Building Department Comments Thursday, January 11, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 1 ROOF ALLREADY MOPPED WITHOUT AN HOT MOP INSPECTION. PICTURES ARE NOT ACCEPTABLE. PROVIDE LETTER OF CERTIFICATION FROM AN ENGINEER CERTIFYING THE WORK DONE AS PER THE FBC AND THE APPROVED PERMIT. 11/01/03 CG. Passed Inspector Comments 10 Failed Correction Needed r Re- Inspection Fee 75 ;� (� ) I' ® � No Additional Inspections can be scheduled re- inspection fee is paid. < I 1,,..... iiitt; until Inspection Number: INSP -31204 Permit Number: RF -9 -06 -2304 Inspection Date: 11/01/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ANDREWS ROOFING Building Department Commen Wednesday, November 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 02 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 Uplift report provided is incomplete. Missing roof sketch showing location of test tiles in perimeter, field and corner areas with dimensions. 12/20/06 CG. Passed Inspector Comments ll Failed r, Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. • until Inspection Date: 12/19/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> LASCH, DOREEN 910 99 Street NE Miami Shores Village, FL Contractor: ANDREW'S ROOFING Building Department Comments Wednesday, December 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -35550 Permit Number: RF -9 -06 -2304 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 UPLIFT REPORT REQUIRED FOR FINAL INSPECTION. NO REPORT ON PERMIT PACKAGE FOR FINAL. REMOVE ALL EXCESS TILES FROM YARD. 12/13/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspection ✓ / Fee ($75) , No Additional Inspections can be scheduled re- inspection fee is paid. I 4i •9 ' until Inspection Number: INSP -26363 Permit Number: RF -9 -06 -2304 Inspection Date: 12/13/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ANDREW'S ROOFING Comments Wednesday, December 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 F 06- 2:30ar MIAMI SHORES VILLAGE 10050 NE 2N0 AVE MIAMI SHORES, FL 33138 (305) 795 -2209 Sale 710: 237828 ;1:41:38 12.14/ Batch 0: 24 VISP PPPr Code: 1;13O NM hoot: $ 1S'K1 lax; $ W ',tal: $ 260 APPROVED 164780 C .Jytomer COPY THANK .AU! DATE TIME S,R -TIME DISTANT STATION ID 12/14 13:05 00'31" MESSAGE CONFIRMiTION MODE TX 12/14/2006 13:06 ID =MIAMI SHORES VILLAGF PAGES RESULT 001 OK D.CODE S.C. 0000 i nspection Number: INSP -26361 Permit Number: RF -9 -06 -2304 Inspection Date: 11/28/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ANDREWS ROOFING Building Department Comments Monday, November 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Nov 2 9 on Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 l 1 Passed v/ / ' Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP -26361 Permit Number: RF -9 -06 -2304 Inspection Date: 11/28/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ANDREWS ROOFING Building Department Comments Monday, November 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Nov 2 9 on Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 Hot mop of flat roof as per pictures supplied by contractor. Pending inspection of hot mop o slope roof. 10/26/06 CG. e D I - - e Attit CI A 10 slcy F. Va ∎ -1 — 0 Passed ° Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -26360 Permit Number: RF -9 -06 -2304 Inspection Date: 10/26/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ANDREW'S ROOFING Buildinct Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 um 26 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Thursday, October 26, 2006 Page 1 of 2 4101 Ravenswood Road • Suite 209 Ft. Lauderdale, FL 33312 November 2, 2006 Sincerely, Bruce Hollingsworth, Qualifier Enc. "Serving Florida Since 1992' dOgQfh so QQQOS6692 Mr. Claudio Grande, Inspector Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 -0000 Re: Permit#RF -9 -06 -2304 Homeowner: Lasch 910 N.E. 99 Street, Miami Shores 33128 MICHAEL J. CHUKINAS 4•74171., • NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD524470 EXPIRES 31112010 •• BOWED THRU 1.888- NOTARY Dear Mr. Grande: This letter is to verify that Andrew's Roofing did install the approved tile underlayment with asphalt application and black nailed to approved building code. We apologize for the inspection scheduling of the Hot Mop In Progress, as we are now aware of the fast response of the Miami Shores Village Building Dept. and thank you for clarifying this for us. Phone: 954.763.(ROOF) 7663 Fax 1: 954.587.3717 Fax 2: 954.587.3711 Tin cap of flat roof as per pictures provided by contractor. Tin cap of slope OK by CG. 10/26/06. Infractio Passed Comments TIN CAP SPACEING True per'` ` Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/26/2006 Inspector: Grande, Claudio Owner: LASCH, DOREEN Job Address: 910 99 Street NE 6 � R Miami Shores Village, FL Project: <NONE> Contractor: ANDREWS ROOFING Building Department Comments Thursday, October 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 !Inspection Number: INSP -26359 , Permit Number: RF -9 -06 -2304 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)754 -1861 Parcel Number 1132060143410 Lot: Phone: (954)763 -7663 Page 1 of 2 Date Tuesday, October 10, 2006 10/10/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -9 -06 -2304 Invoice Number: RF -9 -06 -26143 Applicant: DOREEN LASCH Company Name: Owner Address: 910 NE 99 ST MIAMI SHORES, FL 33138 Job Address: 910 99 Street NE Miami Shores Village, FL Payment Type Check Number 3693 Amount $373.93 Change $0.00 Total Payment: $373.93 Page 1 of 1 Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address g i o &) 91 £ 1 ` ee-A Tax Folio Legal Description er / Tenant M 5 • Do azto L-F SCA Master Permit # '7 rj / t Owner's Address t 0 1 6 1 1 `► Phone 3C YS - t° 1 Contractin Co. DA-i 120 O +r'i C �� C. Qualifier Q VI I e l 1Datel State # CO, OA 5 I ° l 0 Municipal # Competency # Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor / Address PA 1.Z Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFIN �' PAVING FENCE SIGN WORK DESCRIPTION 'J l A ale au, g &SE RASH /66 fit Pt pra e4 )0/u / No P/ rcii PA ►us +may (Lici - -Da a) epv4 14 1,04 k ! o N - Rk P -n LE A a-4 /A) R Square Ft. (j iLtf c?•S-61 3 - Estimated Cost (value) qto WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Si <:' / 7 Notary as to Owner and/ My Commission Expire FEES: PERMIT f owner and/or Condo President Date do Pr RADON AP NO. CC71 03 Tf 41:3S t�ION EXP. MAR 91 r_ APPROVED: Zoning Building Mechanical Plumbing Historically Designated: Yes No v C.C.F. NOTARY Address i I OL SS# Phone 3D.S.- gg �1� as to Contrac My Commission Exp q 9--/o I Date N t. 1 V Date S'k rr�7fisit L "LIAR AW( FOLIC STATg Or FLOFIDA COMNI'MION NO. CQ14 C9y4M ?ION EXP. iviPJt 1. or Own Signatur- >.f Contractor or Owner- Builsier / BOND TOTAL DUE S ,/ /2 ( Electrical Structural Engineer ,11'I'I..:IiIIX "v "Illi.(01111::I) OWNliAlS NOTIFICATION FOIl I1OOFII'IC COI' I)I;IIA'IIONS As it pctl Io phis Appen "I 0 , it is Illc responsibility of Illr. roofing conllaclor to provide Illc owncr 11;1111 111e IerllIIIClI rooting pantie, Ip provide Ills owner with this appendix and lu cx1ilnin 10 Ills owner Ills. c0nitnl Of This IOr "1. The pIuvislt)ns of Chnpter')4 of the Soulll floridu (luilding Cock. (SFLIC) govern the minimum rc'luilcnicnls and standards of t industry for roofing syslcnl iuslnlluliuns. AdJilionnlly, the following items should be addressed as port of the agreement between the uwnci and the cunlrnclor. The uwn(I's inilinl in the nJjnccnl box indicates Ilrnl the itch has been explained. 1. ,\cslhelics- \Vurknr;lllshi I III; wodu ilitt5lil proviSioitS of Clla ) ate for the purpose of lnuviding Iltnl Ihc. tontine. sysIcnr meets the wind Icsislnncc and wnlci inlrusiun 1111w1a1lcc slnndnnl , \cslhr.Iil:s (rlppc.11rance) issues nit nol a cunsidcralion (cspecl lu wutkntnnsltilr lu0Y1S10ns, Arsthclic Issues srrelr as color o' alchilcchiral appearance, Mat are not part of 1r ,oning dude, should be iidtliesstil as pint of the ngucement between the owner and (hc conl(nclui. 1. Ilenallinl; \'Yond I)tclts: When icplaci0g roofing, the existing wood roof deck may have to be !co ell in accordance with the cut rent luovisiontiof Chapter '29 ofllic SI:IIC. (Flit Ioul ilcc.k is usually t:otit.nlc.d prior to it:iitoving the existing roof syslcnl) .1. 0 11 111 111 0 11 fluids: Common roofs arc (hose which hove: nu visible delineation between nl:igtiboring units (i townhouses, cund0nriniimis, etc.). In buildings willi common ro0(s, the roolinl; cool'nt.lul and /oi ownci should notify Illc occo of ntljaccol units of roofr \yolk lo be pct furnittl. I. I i posed ceilings: I_xpuscel, open hcnrn ceilings me v,hctc the unticisitic OI (hc roof decking elm be viewed (rout below. The owner may' wish to maintain the nrchi(ccluinl nl:pcn mice,. therefore, tooling nail penetrations of (hc tutticrsidc of the decking ntay 1101 be ncccpinblc.. Thr. sm piovidcs II�c option of ntainlnining this appealancc. 1/S Pointing \Vice': flrc current tool system rod/of deck of Ills building may not drain well and may cause water to pond (accuniuln(e) in low -lying areas 01 the roof I'ondirlg con be 1111 ind10111011 of sltuelut■l distress and may iegiliic the ievlcw of n profcssiolinl 511 c11giucci. 1 shortest • the lilt txliccl uu:y and ptrfotniancc of 1111 new rooling 5ysleln. funding conditions may uitl lie evident until the original tooling syslcnl is removed. funding conditions should be collected. 6. Ovct now Scupjrcrs (wall ottll:IS): It is rcrluiredd Thal rainwntcr now oil so 111111 Ihr. tool iI not overloaded (lino n buildup 01 wnlcr. I'crinicicf /edge walls or unlit 1001 cx(tns1011s luny block this discb;rl gc. it (willow scuppers (wall outlets) arc not ptuvidcd. It may he ncccssiu y to ilulnll ore' Iluw sl:uppeis in iiecultlunce.. with (Ample' 1.1 of the SIT)(:. /l. Vtn(ilnlloa: Most roof struclures slwuld have some ability 10 vent nnitrnl nirlluw Through the inlctioi of the s(rucl irnl assembly (the building itself). The existing amount oIoleic ventilation shall not be rtducetl. 11 t ly be beneficial 10 consider nddilionnt venting which can resell in extending Ilic service life of the roof. c1 ;iigualurc 1:1111111 i APP L ('I1)IX " r" r s:% .5 - /z>/ Unlc Contractor's S 1 Contractor's Name: TA"Cal /l,() L► .0C) ) C✓ UNIFORM ROOFING PERMIT APPLICATION . PROCESS No. Job Address: 4/6 ke ROOF CATEGORY • ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar-Set Tile) * ❑ (Asphalt/Fiberglass Shingles) ❑ ( Meta1 Roofs\Wood Shingles 8t Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering epair 0 Maintenance Flat Roof Area (ft Sloped Roof Area (fe) Total (fi Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 748 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) A W W Ft. Deck type: ATTACHMENT Fastener Type: Field: *Includes Mortar and Adhesive Set Tile SPACING Perimeter. DETAIL 1 & 2 Corner. Page -1 r- ROOF PLAN ---- - - - - -= r Date. _�P Owner's Name and Address Dean ���� ......._— ._ No...._... « Street N� Registered Architect and /or Engineer. Application is hereby uindc for the approval of the detailed statement ur 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 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 prggreu of the work. 06enocut 700 Name and address of licensed contractor Location and legal description of lot to be built on: STATE OF FLORIDA, COUNTY OF DADE. Permit No.. 4 Disapproved (Signed) APPLICATION FOR BUILDING PERMIT SS. Date Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT ate Chairman \fcrr,bcr Member.. .. _.....__....._._._._ .._._....... Council Approved Date NOTE: A charge of $1.00 will be made for the Planning 13uard. A re- inspection fce of 31.00 will be charged materials anu /or workmanship. PLANNING BOARD DATE Co. 7357 N. z <-cv- Notary Public, State of Florida My Commission Expires 76 7t / Lot �.e A. Block re Subdivision .. 110 Street and Number where work is to be done 910 N. • 99A St• l em0ve 6uc.Ct vt n00 and imp w.it�t State work to be done and purpose of building (by floors).. ..._.. 8 ....._...__ /4 . _ . p4 6 , up c h Ct qj td 9 A veL .w _..__ and for no other purpose. Ncw Bui!ding Remodeling Addition Repairs No. of Tories To be constructed of Kind f �f o bladion o � Roof Covering �{ Estimated Total cost of improvements $ Amount of Permit $. 0'e 2a. 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.. 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 59G6, 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 , formed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) 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 staled are true. Read, Sworn to and Subscribed before me. Mcmbcr Member Member ...._ Disapproved Date making corrections or changes to this application niter approval has been obtained from when such re- inspection is made necessary by improper notice for inspection oe faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur ine plans and specifications herewith submitted for the build • ine 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 complied with, whether herein specified'or not. A copy of approved plans and specifications must be kept at building during progress of the work. 30 squares Owner's Name and Address C l au s s en .. _ N o . . . 9 . Q _....... StreettTa ! LA 9-9 th. .Y.t. Registered Architect and /or Engineer Name and address of ltcensed contrOctoriang,_.Roofing_& Tile Co ,i . 3 .. _ . .._ 7� .. , „ 71st, Niami r. _ Fla. 33 Location and legal description of lot to be built on: Lot Block Subdivision. _..._..___...__ May 12th .� 80 Street and Number where work is to be done...910 N.E. 99th Street State work to be done and purpose of building (by floors). ga. rcro; E. isi&._&•.. n. e. w.... c. ons.tru .c.ti.an.:..._5.- .p.Ly.....G.r. .1 New Building Remodeling To be constructed of Kind of foundation Estimate Total cost of improvements $ 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 Libor 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 si . • e work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subco on . be performed under this pennit, as are licensed by Miami Shores Village. s .. Rem.uks (Signed) 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 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 C a r e true. Permit No. c 1 JO Date .5 ' 13 ' $ 0 Read, Sworn to and Subscribed before me. Disapproved (Signed) Date. Chair,nan \Icrr.bcr Member .. Council Approved Date NOTE: A charge of $1.00 will be made for the PLrnnir.g Board. A rc•in.pection ice of $1.00 will be charged materials and /or workmanship. and for no other purpose. eroaf & new const. Addition epairs No. of Stories Roof Covering 5 — ply Gravel& Tile 5.D.11.0.. Amount of Permit LL..15...0Q Building Inspector My Commiuion Expires Notary Public, State of Florida to me well known, PLANNING BOARD DATE Member Member Member _.._..... Disapproved Date making corrections or changes to this application after appmval has hecn obtained from when such re- inspection is made necessary by Improper notice for inspection or faulty 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 , 19 Owner's Name and Address Dr. Black N 910 N. E. Street 99th St. Registered Architect and /or Engineer Brady Roofing & Sheet Metal - 2955 N. TAT. 73rd Street Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision 910 N. E. 99th St. Street and Number where work is to be done State work to be done and purpose of building (by floors )__.R.es..___._.Reranf_ing._ _._.of... ax l'ge and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ) 4-ply builtup Estimated Total cost of improvements $.148.._0.Q Amount of Permit $..,5.00 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 The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an em ver of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General La s of Florida, Permanent Sup nt, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub ontractors employe . i im in the work to be performed under this permit; and will post or cause to be posted for • spection . t t site . t e work such ubl .tice or notices as are required by the Act. The undersigned agrees to employ only such s . ontractor on wo o /be performe.,� .: �; this permit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ackn ledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No O Date 1— _ Read, Sworn to and Subscribed before me. Disapproved (Signed) 9,0 Date Building Inspector to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..._.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Jwner of 3uilding L E PERMIT Architect Contractor or Builder Legal Lot Description II Bl CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA ✓_. N° 5468 Contractor's License No Work to be performed under this Permit DATE. , `` " 4 et 19 Subdi- vision Address of Value of � 1 Amount of Building . . Project $ ' ". a' ^ ,i II Permit $ 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. 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 ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ABeor BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Address of Building MIAMI SHORES VILLAGE, FLORIDA o PERMIT N? 3724 Contractors License No. ❑ Work to be performed under this Perini Architect Contractor or Builder Legal Lot Description B1 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. Signed r / 1 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinanc9s 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 ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY Value of Project $— i .: J r� DATE 19 Subdi- vision Amount of Permit $ AUTHORITY ABBOT PRINT 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 , 19 Owner's Name and Address......',___rd'KIS No 910 N. E9treet 99th Street Registered Architect and /or Engineer Name and address of licensed contractor __Bradat__Raofirig.__ &__ Sheet...M etal.._. ._._2955__$...W....nrd._Street Location and legal description of lot to be built on: Lot Block Subdivision..._._ t Street and Number where work is to be done 910 N, E, 99th Stree State work to be done and purpose of building (by floors) Reroofing_ __ $__SQ.9_._Q ' roof.... -plar builtup, asphalt and gravel and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering. - 5- p1y___4__gravel Estimated Total cost of improvements $ 290.00 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 mployer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent S f `element, and has complied with the provisions thereof, and will require similar compliance from all contract s or sub - contractors empl d by him in the work to be performed under this permit; and will post or cause to be posted for inspectio . the s'. e of the work such 'bile notice or notices as are required by the Act. The undersigned agrees to employ only such s.. contract . , .n rk to be perfor under this permit, as are licensed by Miami Shores Village. / , Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a 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 Disapproved �tsr D (Signed) B lding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date_. / ✓ ! 7 — (Q 3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida