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RF-06-2007
Issue Date: 7/28/2006 Owner's Name: MARVIN ARMSTRONG Permit Type: Roof Work Classification: Roof - New Job Address: 138 107 Street NW Comments: RE -ROOF TILE Additional Information Miami Shores, FL 33138- 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: 01/24/2007 Contractor(s) Phone DESIGN HOME REMODELING CORI 305 - 949 -2627 Primary Contractor Yes Type of Work: New Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, 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: Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $13.20 $4.40 $300.00 $9.00 $7.50 $334.10 Invoice Number RF - 7 - 06 - 25722 Total: Parcel #: Block: Section: Total Square Feet: 2136 Re ' uired Ins ' ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Permit Status: APPROVED Permit Number: RF -7 -06 -2007 Phone: Total Valuation: $ 21,360.00 Amt Due $334.10 1121360080200 Lot: PB: Amt Paid 0 0,ti Aug 0 1 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. Permit Number: RF -7 -06 -2007 Invoice Number: RF -7 -06 -25722 Applicant: MARVIN ARMSTRONG Company Name: Date Tuesday, August 1, 2006 08/01/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 3270 Owner Address: 138 NW 107 ST MIAMI SHORES, FL 33168- Job Address: 138 107 Street NW Miami Shores, FL 33138- Amount $334.10 Change $0.00 Total Payment: $334.10 Page 1 of 1 Miami Shores Village . ,b, liRgivco Building Department• t ►� 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING IMOMMTE1 Permit No.' 3- PERMIT APPLICATION JUL 2 7 Eif aster Permit No. FBC 2001 BY: - - - -qr Permit Type (circle): Building Electrical Plumbing Mechanical Roofin Owner's Name (Fee Simple Titleholder) kC.tCV tt1 ACMS}eOr1 � Phone #(4.,35) - }S'1 - -'+'1. Cok 2- Owner's Address 1313 City 14,:c.Advsi S1D(e State t-1... OC % C . Zip 33% 61 Tenant/Lessee Name Phone # Job Address (where the work is being done) 13$ Nu. ics., $# . City Miami Shores Village ;, County Miami -Dade Zip 33% tzt B Is Building Historically Designated YES NO Contractor's Company Name t1 16, i�.1a r - ,aa_• ! - °' hone # (3 05) 9 t t o l " - Contractor's Address 2110 /04.A.) [( % Si . City 1 CaM.t State " I,©r; Zip 33U:A Qualifier ¥ • kmknoel Cp r cc c: $ Value of Work For this Permit 21 3 (0 O Square Footage Of Work: L-13 Sp State Certificate or Registration No. CC-C., OS 40 _I Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 Phone # Type of Work: DAddition ❑Alteratio ❑New Repair/Replace ❑ Demolition Describe Work: C — " Roe* ( ****************************F Submittal Fee $ Permit Fee $ *DO M / CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) NI A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NI 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.; understand that a separate permit must be secured for EJ ECTRICAL 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 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 w "hick 'occalrs seven (7) days ditet the hi'uilding permit is issuers the absence o posted notice, the inspection will not be approved and a reinspection fee will be charged. '111144aiL Signature NOT Sign: Print: Owner or Agent The f egoing instrument was acknowledged before me this i The oregoing instrument was acknowledged before day of, 20OD, b ` s`� s C6 cc day o r` G 20 by , &va'a`i\ 1 ‘ cc:‘• who is per : a y known to me or w 1 • I as produced \ - \ who is pe 1i i - known to me or who has produced As identificatio i - :. did take an oath. , _ as identification and who did take an oath. Chc 05/13/03 My Commission Expires: qty s on puoen .few + I � ' • My COmm1s DD1 — °I of Expires February 24.2007 . Signature My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * ** * * * * * * * ** * * * * ** * * * * * ** * ** APPLICATION APPROVED BY: tra'7 Plans Examiner • 0 Engineer Zoning Mission Sunset Color Coat Finish Capri Trim Capri Hip Starter ri Apex 3 -Way Buckskin Capri Trim • Capri Hip Starter Capri Apex 3 -Way 1ESSS6842 - orida Blend 1CTSS6842 Capri Trim 1CHSS6842 Capri Hip Starter 1C3SS6: Capri Apex 3 -Way 1ESCS0141 1CTCS0141 1CHCS0141 1C3CS0141 Khaki Blend Capri Trim Capri Hip Starter Capri Apex 3 -Way imouferc), 1ESCS0140 1CTCS0140 1CHCS0140 1C3CS0140 • Espana Florida Blend 1ESCS3903 New Southern Blend 1CTCS3903 Capri Trim 1CHCS3903 Capri Hip Starter 1C3CS3903 Capri Apex 3 -Way 1ESCS0100 1CTCS0100 1CHCS0100 1C3CS0100 Pinto Blend Color Coat Finish Capri Trim Capri Hip Starter Capri Apex 3 -Way 1ESSS0689 1CTSS0689 1CHSS0689 1C3SS0689 10 11 JC10e�JC/a2�e� yaa. A7z.r-x Gulfstream California Mission Blend 1BECS4960 1BECS6464 Cliffside Buckskin Boosted Barcelona California Mission Blend 20% Application 1BECS3940 1BECS0141 The actual color of Boosted Barcelona Casa Grande Blend and Buckskin Caps differs from Espana Casa Grande Blend and Buckskin field tile because Boosted Barcelona is manufactured outside of the Florida Region. It is recommended that you order a product sample for these and all colors in order to make a color selection. F.O.B.Lake Wales,FL Casa Grande Blend 1BECS6169 Charcoal Brown Blend 1BECS1132 CFN 20O6'RO8O964-6 OR Lk 24760 Ps 38011 Ups) NOTICE OF COMMENCEMENT RECORDED 07/27/2006 10 :53 °54 COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTI}}� t CeDET COUNh1s TY, FL IDFLORIDA A `t��II-UA t}E LAST PAGE PERMIT NO. TAX FOLIO NO. 1 2%36 WI 42O0 STATE OF FLORIDA: • COUNTY OF MIAMI- DADE: 02144 -- 4. Contra,ctor's n- e and add ss: Z4O Nu) 5. Surety: (Payment bon� by owner from contractor, if any) Name and Address: 1 Amount of bond $ 6. Lender's name and address: i)1A Sworn to an • Notary Public: Print Notary's Name" % .:. ....k : My commission expires: 1 11111111 111111 111 1 111 • 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 1 address: 1 $ /..) (Ai %O 514* 1:;N) ► S t`t■OPf Svc fts faot VR 1442 L0 K 2O L� Si2E a e.m© x ltk"'t''3 24.04, %2A0 t *2. Dgscripjjpn improvement: 00 3. Owner(s) rlame and address: 1�l co - v1 rl Orr rns coot N� . t01. t.tvz,,nns f,�tsc-s / �rL 1 331(oS► Interest in property: CIA3 � {, Name and address of fee simple titleholder: PIA 7. Persons within the state of Floride designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name� and Address: t 8. In addition to himself, Owners designates'the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specifie • r . W.111111/ Owner Print Own ed before me this t' \-ccAD epared by ! 0 r \ • ' -raC i day of 0\ , 20 IN . Tony Geraci 0.ddress: NW 161st St rr29 N w1(,)' 16,r)-2%.9t. ..NW - Mi ini, FL33169 STATE OF FLORIDA, I COUNTY G MOE 1HER' - V WYRnri Mat th c trz.K r-r) ; lyo t1'ibP7riiL a 06 4 ?■\ ; J1�_ = 1GJ� Rev 1/20/2005. Computer Services, Building Department • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••• ••� Sgi1dA :1624' •" HIGH VELOCITY HURRICANE FO iES'REQLIRtD b13VNi1$S•NO ' •' • CONSIDEtRATIOIOS• '•' 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'tl3e'A4161r'tbe:c',pntgiflf section.. The provisions of Chapter 15 of the Florida Building Code, Building goverTuth'nnidireturtiblitem sand standards of the industry for roofing system installations. Additionally, the folk/Al/int iter>ls%hbukl phad ressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1, Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurncane Zone) are r the purpose of providing that the roofing system meets the wind resistance and water intruslon pert mance standards. Aesthetics (appearance) issues are not a consideration with respect to workmansnip provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, snouie be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed rdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building (T e 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 townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner otify 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 vie from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pen ations of the underside of the decking may not be acceptable. The Florida Building Code provides tne option ojmaintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structurai dirt s and may require the review of a professional structural engineer. Ponding may shorten tne i�fe expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing sjstem is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over) de from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow cuppers (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 intenor of ctural ass ' ly (the building itself): The existing amount of attic ventilation shall not be reduced. It may be ial to co ide additional venting which can result in extending the service life of _ oof Property Address — Permit Number —2 ( Date Contractor's Signat re RECIEEIFin JUL 2 7 200 iU1 B Y:� Master Permit No. Contractor's Name e De54 J . rl Job Address GS 104..A-) 104 Si • • O I 0 Florida Buiididg'Cod iili0rf 200# High Velocity Hurricane Zoe Upif®r I}ermlit AaIioation Form • ••• • • ••• • •• • • • • • • . • • Section A (Oarxeral.thfz rma ;i©ra) P N RO CATEGORY 13 L� wv Slope ❑ Mechanically Fastened Tile E Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Prescriptive BUR -RAS 150 • • • •• •••• •• • • • • • • ROOF TYPE ❑ New Roof '0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) • ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Total (SF) 2A3( Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. mac' Roof System Manufacturer: &J . :4i if _ / f ' / i� `/� • • . Notice of Acceptance Number: _ 72o3 :::61'.. - o Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): • P1: 7' 6 P2: Z20 / P3: Z2.' Maximum Design Pressure; (From the NOA Specific System): Method of Tile Attachment: i ,4t / / ve W--irr c t4eb Roof Slope: : 12 - )//11/4 Ridge Ventilation? Mean Roof Height: 1 t t --- /o// : ... Florida Building c ocIe $t6on pa,4 - High Velocity Hurricane Zdne Unifotrfi Pdntit Agnithti'n Deck Type: Underlayment Type: Insulation: Fire Barrier: Steep Sloped Roof System bescription ceb x 71-ywcoD #3o - "Type- Fastener Type & Spacing: Adhesive Type: Cap Sheet Type: Roof Covering: Drip Edge Type & Size: S 44(5. 2 - mss r? int5 e \ U4- T e � n , -- 91•31 `Ti lio I.1 Lip &fm "Viol 3X3 Coal\, 2614 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 prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions w M h NOA All calculations must be submitted to the Building Official at the 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. 312 34.4 36.0 37.4 39.8 l' a,, ° 30.4 `1 32.2 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 • i•• • ;-' • • • •• _ -� - Florida Building po3ie il ob 2004 - = High Velocity Hurricane Zone iintform.Permit Apaiiaatio �• Fonr - Section El g'ilb Calveriattans • • • • • - • • • •- • • ••• • -• • • For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. If the Mr valuel are. greater than or equals o the M values for each area of the roof, then the tile attachmenMettgd it a ;c¢ptab3g. _ - - - • • • • • •• • • - • • • • •; • • • . ♦ - /I - Method 1: Mome • t Based 'file Ca cdla1io 's Pei - RAG 127 (P 7i (D x11. • Zg9 = % ) - M�: Co.I = M • LQ NOA Mf (1 /69 .lD xh 0289 • ) - M Io +ISM = NOA Mr (P /00/49 x X z:- -29, ?) - M . + r3 Z2.9 NOA Mr Method 2: Simplifled Tile Calculation Per Table Below Required Moment of Resistance (M From Table Below �0 NOA Mr *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,: x 1: = x w: _ ) - W: x cos9: = (P x 1: = x w: _ ) - W: x cos B : = F (P xl: = xw:= ) - W: xcos9: =Fri: NOA F' NOA F' NOA F' MIAMD NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 .• • • • • • • • _! • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • .•. • ••• • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • • PRODUCT CONTROL DIVISION • • • • • • • •• • •• •• • This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC • . ••• •• •• • • • • • • • • • • • • • r ' • • • MIAMI DADE COUNTY, FLORIDA • i i � T`O"DA (?E FLAG) EP. BTJILDINO $etwsst FLAGLP.R STREET, SUITE 1603 • • 'WAN% FLORIDA ?3130 -[563 (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: Villa, Roll, and Capri Concrete 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 site at the request of the Building Official. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL ; • ; • • • Category: Sub - Category: Low Profile Roofing Tiles • Material: Concrete • 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC 1 =16 %' PA 112 Villa & Roll w =13" %s' thick Monier Lifeitile LLC Capri Tile Trim Pieces Test AQencv Redland Technologies Redland Technologies Redland Technologies Roofing 2.1 SUBMITTED EVIDENCE: Test Dimensions Specifications L = 17" W =12 3 / B " Y2" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 The Center for Applied 94-060B Engineering, Inc. The Center for Applied 94-084 Engi. • g, Inc. k1( i 11— • •• • • • e • • • • • • • • • • .•• • • • • PA 112 PA 112 ••• • • • • ••• • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • •- • • • • • • • • •••• ••• • •• • • •• ••• •• • • • • • • • • • •• - • ..••• • • • • ••• •• Product Description Low profile, interlocking, high pressure extruded concrete roof the equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one 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 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Aaencv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier • • •• P0631 -0t • Letter Dated Aug. 1, 1994 • •. 224 -47099 ••. • 25- 7094 -1 25 -7094-7 25 -7094-4 Project No. 307025 Test #MAC -760 25- 7183 -1 25- 7183 -2 25 -7214-2 25- 7214 -6 . 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations . " ••• • • • ••• - •• •• -. • • • • ••• •• • • • • .. -. • -. • • -- • • • • ••• • • • • • • • • • • • • • • ••• • • -• • ••.• •• • - • TsstNama/Renj • -• • ■• • •• - • . • • ••• • • • • • • Wtivi Tuttlel;restag: •' P(:08 .l.Eta ) Wind Tunnel Testing . Pk• W ) VtigotariToObities r t •- • t o - •• - r • ] - 1w - St'atic Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quit Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik: Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Proflle 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or greater Monier Ufetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deg , Battens . Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 5.37 6.05 5.24 5.90 5.09 5.73 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Proflle • Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Ufetile Villa and Roll Tile 9.1 1.33 1.08 Monier Ufetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers • I. ft Tile Proflle I, (f0 X (ft Batten Application Direct Deck Apl n Monier Ufetde Villa, Roll and Capri Tile 0267 0128 : 'e ..' 3. LIMITATIONS • •• • • • • • • ••• • • • ••• • '• • •• •• • • • • • • • - • • - ••O • -• • • • • • ' • • ••• • • • • ••• • ••• • ••• • •• • • - • • • • - • • • • • - • - • 0 ' • • 0 • • • - • • • - • • - • • • -•, • • • • -•-. 3.1 Fire classification is not part of this acoaptanc.• • • • - - ; • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • • • • • . • • • 000 ., • • • 3.3 Applicant shall retain the services of It M di•l9a& T..tk Certified Laboratory to perform quarterly test in accordance with TA& ! 13, Weal; `A :Sucl1 kesting shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attachment Calculations NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistanco EScprebs'ed a$ aM o!nc$ixl -tic ; (ft -Ibf) for <) • • • • - Tile Profile Fastener Type Direct Decx (min 15/32 " .• PriwiPO ' : •••. -..• Direct Deck Amin. 19/32" :::�IyO°� • -, . • Battens Monte Lifetle Villa, Roll, and Capri Tile 2 -10d Rin s Shank Nails "273 ' �'" ! 2 See manufactures component approval for Installation reyulrements. 28.8 1 -10d Smooth or Screw Shank Nall • • 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Cli 24.3 - 24.3 24.2 1 -10d Smooth or Screw Shank Nall Eave CII 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Naffs Field Cli 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave CII 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4• tile headlap and fastemers are located a min. of 2W from head of tile. - Table 5: Attachment Resistance Expressed Moment Mr (ft -Ibf) as a for Two Patty Adhesive Set Systems Tile Profile 11Ie Application Minimum Attachment Resistance Monier Lifetffe Villa, Roll, and Capri Tile Adhesive 26.1' 2 See manufactures component approval for Installation reyulrements. 3 Fledble Products Company Tiietiond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 prams. Table 5A Attachment Resistance Ex rase as a Moment - Mr (ft -Ibf) :¢ ' ( \? 64'.yy � t'w:1 J e•�.. / ,�� Tile Profile Tile Application Minimum Attachment Resistance ier Lifetiie Villa, Roll, an °.'r .7100 Polyfoam PolyProTM 86.61' Polyfoam PolyProTM ettk 4 ` e Paddy placement of 54grams of PoiyPrei. 5 Medium paddy placement of 24grams of PoyProTM. • • - • • i • • ••• • • • - • - -• •- • •- •- -• • • • ••- -• • •- • • + •- • • • • •• •- • - • • • • ••• -• •-• - • -•••- • • • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment ReeisleKc5trglressfirtfekir for MbrlaCtat snits y Iflorztort - >1Mf(ft -Ibt) "' v ' 1:::: • - A tachment Resistance Tile Profile ' -110 - — - — — `T Application Monier Lifetile Wla, Roll, and Capri Tile ldbl'taCSOt ;' • ti • • V • • •••`'`'`° • •,• • • • �- • w • -• • • • `• -• -• • y • •' • • J• - • .' - - 20.60 • • • • ••• • • • ••• •• ••- • '• r ••J•r r • • • ‘".• " • r r -• • •'- r '•• • "• r • • - • "• r • " J• • • • -••• -• r • or ••r • •• • • - •• • • *•-• w i 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. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE RooF TILE NOA No.: 02- 1205.05 Explratlon Date: 12/16/07 Approval Date: 01/02103 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE 11 16 -1!Y" • • • • ••• •• •• _ • .. •- •• .•.. •- • • • • -• - • •_ • • - •• • • ••. • • _ -• . •_ • • • • •_• - 41 • • • ••• • ._ • _ ... •••L • ••• • ••• • •• • • • .. _ • • • .. • •_ • • _ • 1 • -.J 1_ • • .•.. . • • • - •- •_ • • 1 a - . • • • - • • - _ • • 1 • - • • ••• •- - • - • -' MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE •• ••• •• • • • .- •• • • ••- • • - - • • - - •• ••-, 13" NOA No.: 02- 1203.05 Expiration Date: 12/16/07 Approval Date: 01/02../03 Page 7 of 7 MI AM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • ••• • • • • • • • • • • • • • • • . • • • ••• • • • ••• •• •• • • • •• •• • •. • • • • • • • • • • • • ••• • • • •. • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • ••• • • • •• ••• •• • • • • • •••.••••• • • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • MNRO -DADE FLAGLER BUILDING • 14 VEST FLAGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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 BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AHI60 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 No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: • • • • • Category: Roofing • • • • • •' • • `• • Sub Category: Roof tile adhesiLs' : : • • Materials: Polyurethane SCOPE: This approves Polypro® AH16O as manufactured • �Y P�a1n Iri'od�ncts, Inc, as described in Section 2 of this Notice of Acceptance. For the locations where The design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTFI000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Meade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • •••• • • • •• • • • • • ••• •• Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs./ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsiFt 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No. 06- 0201.02 Expiration Date: OS/10 /11 Approval Date: 04/13/06 Page '2 of 7 Miles Laboratories Polymers Division EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering i F ' MS • • ••• • • • •• • • • •• • • • • • • • . • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • ••• • •• • ••• • •• • • • • • • • • • Test I le itiMii er • • • • • Tgst Na>iieh rt Date #94 -060 • • • • TAS•101 ' 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438,-3 • • • • • SSA 11.93 10/25/95 25- 743% -4 • • • 25- 7438 • , • • 6 5S 169 11/02/95 25-7492 SSTD 11-93 12/12/95 NB- 589 -631 ASTM D 1623 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454-9 -1 52845410 -1 520109 -1 TAS 10I 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ( F ' W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 i ne rrowe Placement Detail Single Paddy Weight Min. Two Paddy Weight per paddy Min. � Flat, Low, High Profiles #1 3 35 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High. Profiles #3 8 • • • •• • • • ••• •• •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••. • •. • • • •• INSTALLATION: 1. Polypro® AH160 may be used with any, Sef fiT a ssemblM ri ng p NOA that lists uplift resistance values with the use of Polypro®A14160. • • • • • • 2. Polypro® A11160 shall be applied in compfiaace with'th Componeft Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AHI60 shall provide sufficient attachment assistanoe, expressed as an uplift based system, to meet or exceed the uplift resistans cretiniiredin conlp with Miami -Dade County Roofing Application Standards RASA. the plhtsi *e Iltttpcloent data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • •• ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 1 SEKCL a grA'l Y ••• •'• •• • • • • • • • • • • .. • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •. •• • • • •. •• • • • • • • • • • • • • • • • .. • • • • ••• • • • • ••. ADHESIVE PLACEMENT DETAIL 2 SIVGLP FATIN •.. • •• • • . .. • • . • ..... • • • • • • •.• •••• • ••.• • •• • • • .. ••• .. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 DORL 4WrIm ••: .'..•• • • • • • • ••••• •.• • • • •••• ••• • • •••• • • ••• • • • END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 T ion Nu.' Inspection Date: 11/01/2006 Inspector: Grande, Claudio Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Miami Shores, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, October 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Block: NOV 0 2 2006 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1121360080200 Lot: Phone: 305 - 949 -2627 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until T ion Nu.' Inspection Date: 11/01/2006 Inspector: Grande, Claudio Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Miami Shores, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, October 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Block: NOV 0 2 2006 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1121360080200 Lot: Phone: 305 - 949 -2627 Page 2 of 2 Inspection Number: INSP- 23330 Permit Number: RF- 7- 06 -2OO7 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Miami, Shores, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 5 2000 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Ndrrlber 1121360080200 Lot: Phone: 305 - 949 -2627 Page 1 of 2 f ,v Inspector Comments e r x Passed • Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 23330 Permit Number: RF- 7- 06 -2OO7 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Miami, Shores, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 5 2000 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Ndrrlber 1121360080200 Lot: Phone: 305 - 949 -2627 Page 1 of 2 Inspection Date: 09/06/2006 Inspector: Grande, Claudio Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Project: <NONE> Miami Shores, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, September 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360080200 Lot: Phone: 305 -949 -2627 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed ` � y Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/06/2006 Inspector: Grande, Claudio Owner: ARMSTRONG, MARVIN Job Address: 138 107 Street NW Project: <NONE> Miami Shores, FL 33138- Contractor: DESIGN HOME REMODELING CORP Building Department Comments Tuesday, September 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360080200 Lot: Phone: 305 -949 -2627 Page 1 of 2 Tin cap slope is OK. No permit 8/31 /06 CG. available for inspection. Infractlo Passed Comments TIN CAP SPACEING True - Passed �7 - - =" .' - Inspector Comments Failed l 1 1P: 1111' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/29/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> ARMSTRONG, MARVIN 138 107 Street NW Miami Shores, FL 33138- Contractor: DESIGN HOME REMODELING CORP Thursday, August 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SIEP ®1 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360080200 Lot: Phone: 305 - 949 -2627 Page 1 of 2