Loading...
1196 NE 98 St (5)Name MIAMI SHORES VILLAGE M/ V BUILDING DEPARTMENT 305- 795 -2204 2 B ilding Inspection Request Dat 1 Type Insp'n J 1 fl Co 1 Permit No. 15PO S-- q Address ' `cK0 CompanyQ��� Phone # Inspection Date Approved Correction Re- Insp'n Fee porno MIAMI SHORES VILLAGE \BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp' Permit No. Name Address Company Phone # Inspection Date Approve Correction Re- Insp'n Fee //1& » i o c643770—d-1;" Date 3\ EM r Type Insp'n Q �� — C L Permit No. �'�'' , f ' Name �-� ; Address 9 il/e 9e ST Company Q 00 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT '305- 795 -2204 Building Inspection Request 3Nq\ Compan Phone # Inspection Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 N ■V Bui ding Inspection Request A' Dat e� /' Type Insp'n 4 ( I &I Permit No. PC)J Name PIUC Address ! Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) pt � 26 ?'(� 1D 51 , (7 r J 76 2 1 27 52 77 3 a 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 / 82 8 33 58 83 9 3 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 \ 88 �J 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 ■ / 50 / 75 100 SITE SPECIFIC INFORMATION Owner's Name. ' U BAO Permit # ?npy - I Job Address 11`''1(" tJ - 9 S 5 T I M 1 Acs -U tv - L -R . Roofing Contract _pr 0 r'�� t- col -t a3 6 w • Type of Tile: t 1-1 1? (_ U Cam-) — 4 )t 'S Date Installed: 3 2 . 8 -e) Approximate Roof Height: 1 feet Roof Pitch: 3 % (2. Type of Access to Roof: Scaffolds "Ladder Other Approximate Square Footage of Roof / t pn ft Required Testing Fgrce: 3 lbs. Testing Equipment: Chatillion 100 Date Tested - �{- Civil Engineer: Lab Certification # 98- 0608.04 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 IN ACCORDANCE WITH TOE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE . THIS REPORT S ( M ITT ED BY : State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. TEST RESULTS P = PASS, F = FAIL P.E. �1 Project �!� 6C U KETCH OF ROOF JOB SHEET 140. CONTRACTOR O ping_ 1 -OO4 ► 1 ,3 b CHEOCED BY DATE SCA(F • NOTES: ,r O ci moommorifF163:411 gr I s ' r1� DI rai. maw NMI% I 9 rar • mom ono mom 32 Chl ��l BUILDING PERMIT APPLICATION FBC 2001 City /F-r'/ / S /6S S State Tenant/Lessee Name ija Ai CC Owner's Address / $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r) City Miami Shores Village County Miami-Dade is Building Historically Designated YES NO l�o ` {5 Permit No. 1astdtr Permit No. Permit Type (circle): Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 71 ✓1 6 iti NOW GC ej 3 ,( ((Q ( Zip 57/ 3 Phone # 3c3 7Cb I ( 9 Job Address (where the work is being done) J 11 ` 4.-- Contractor's Company Name J 1tidr✓/ I20a Er Al C Phone # 3v r 7.07 .1.c f L Contractor's Address / ? 3 0 / NE / 4. 1Q City g.401,44 cC 0,1(1- State _ Zip -- 5 3 ( 3 g- Qualifez - -I - 0 AcvNJO' f— CC& Pi{ 3 , 6 // State Certificate or Registration No. ° Certificate of Competency No. C.lo 0 0 s 16 f ''T Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Zip L( Type of Work: ❑Addition ❑ teration New, Repair/Replace El Demolition Describe Work: ` 6.k, (I.u NilrtAttir Tic c p4D, * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * / ** * * * * * ** Submittal Fee $ Permit Fee $ S.0 ** — CCF $ / 7 40 coicc Notary $ Training/Education Fee $ � 0 Technology Fee $ 8, Scanning $ Radon $ Zoning - Bond $ ^' Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) o ✓`'e— 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 properly 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 e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. who is personally known to me or who has produced As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signatur Owner or Agent Contractor The foregpin instrument was acknowledged before me this / () The fo going instrument was acknowledged before me thus /6 day of - V , 206: by , day of ���' , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB IC: �t NOTARY PUB /J l / Sign' �i+ 7a` Sig 7 � Zf".11d CiIC Print: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning FEB 1 5 2005 4 facia WsLOCITSC »It:Atrs ZON1t3 - R3V13 RIOD OWUURs NQTIN'3CATION ?Olt az1oFINN ca ID. RATIOWS 11524.1 scope. As it pertains; to thin; se:ct.ion, it is the responsibility: of the roofing contractor to provide the owner with the rcqui.red roofing permit, and to explain to the owner the content of chic iaectior-. The previsions of Chapter 25 of the Florida Building Code, Bu,i -idin7 govern the minimum re ,li"fementa and standards of the industry for roofing eyacem installations. Additionally, the following items should he a.'ldreesed as pets or ch: agreement between the owner and the contractor. The owner.:; initial in the designated space indicates that the item has been explained. 1.. Aesthetics-Workmanahip The workmanship provisions of C hapce _I s (High Velocity hurricane Zone) are for the purpose of providing that the roofing ayatem meats the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not,a consideration with reapect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are no[ par of a' zoning code, :should be addressed as part of the agreemeht betweeh the owner and the contractor. Ranailiag wend Decks; When replacing roofing, the existing wood roof deck may have to be r_rrailed ih accordance with the current _ provisions of C ha sh,_15 (High velocity Hurricane zones) of the. (ri root deck is usually concealed prior to removing the existing roof system). Cogan Roofs; Common roofs are those which have no visibl delineation between neighboring tui Gs (i.e., townhouses condominiums, etc.). In buildings with commcl; roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed, 4 it . xposed ceiliag# underside of the wish to maintain penetrations of The provides the 5. I+oudi.ng 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 are of the roof. Portding can be ,a1 indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and au the new roofing system. Ponding conditions may not be evident nt i if the original roofing system is removed. Ponding conditions should be Oorrected. 6. Overflow Scupparsrn (w.0.1 outlets): is is required that rainwater Flow or ao that they of is not overloaded from a buildu Perimeter /edge walls or other roof extensions may block this if overflow scuppers (wall outlets) are not provided. IC may be necessary to install overflow scuppers in accordance with Lhe requiraments of;. 7, Vaae,ilatioar Most: root structures should have some Ability to vent natural airflow through the interior of the structural assembly (th building' itself). The existing amount of attic ventilation shall not 1 ?e reduced, It may beneficial to consider additional venting whsc gpin romy in etendOg the service life'of the roof. irm -- caner 1 e gent 's Signature Exposed, open beam ceilings are where the -s-oof decking oar be viewed from below. The owner may the architectural appearance; cnerefcre: roofing nail the underside of the decking may not be acceptable. option of rnaintaining•thia appearance Date Contractor's Signatu 1 Florlda Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles Section A (General Information) Process N o. 06EN0t14 P.gvA / »G //96 /1/6" 98 Si ROOF CATEGORY ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? / Yes ❑ No �N ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof LJ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 46/# 404 • Section B (Roof Pianl 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. 11111111111111111111111111 • " C' ■••■■•■■••� 'CCCC ` ■C CCCCCC "CCC' ■■ ■■r■.■■■■ 3: ■ 'CCC ' . ■ ■■r .■ C ■�■ � .■C ■ • .. ■ ■■■■ ■ r� ..� ;r ■ ' s 'C ' .■C. "'C C C C'CC'C C CC '■■C -- n . C Mil 1101111111111111"W , C C C��. ■�' �. Ci ■ ..0 CC '. C'CC @G C CCC.. CC' Ill ■C.. ►.■r■.rr ■■ . ■ . ■■.■■ C CCC■.. ■C ..■ ■ .■■■..Fair.■ . 1111111111111101 CG■C CC ■p■ C ■ r ■C■ ■C■ . ■CC ■ CC ■. ■ ■■ ECC C' CCC.. ■C CC C CCCC C • " CCC CCCC C C r • CCC ' C'C' CC ■ ■ C "'C 1C■ ■.■r 1.. CC■ . ■" C■ C . . C�ii C ' i '■ ■Inn 0 C ■ C'CCC. CC na C C re ■ • I• a iui .0.uIu ■.C.C■... ■.C■ C(C ■ �'■ ■ 161111111111 ■ . ■ C 61;i1111: '' ■ ►� '� C � CC C C ' . ■■C'C ' ..u. CCCC minx C C L, ► C'G C l C ■. .:C . ■C"C.CC'C C ' C C r aE, ■a' �■C.CC...0 C C CE CCCC C C C C C CC CCi. as.LI . ■ =C .. ■ C ■ 'C C u u .. ..■ ■ ■ ►. ■ a ■ . .■■■.r r■ ■ C si C C C , C c ■ i CC ..� ■.CC: r ..a C ' .s .....0 .. ■ • ■ : .. i � . C . . ►- .. C'CCCCC . . . 31111811 C ���� CE CCC: CC:� C B . i:. ���:': C C ' .CC■ 5 C ■C C SEC 1411111111111111111111111111/14111. i C C a CCC' : C CCpp C 1'1 C.1pUC U . C CC' C ■ C .. C � .qq r .■C ■.C.E � ■ "CC ' C C I:IIIiiii: 'CCC CC : r+' I :iiIiiuiibIi ii uii G CCC� C CC CC ■ r. � � ■. IY � C .0 C C .CC■.C.C.CCCe . .r�i C C ■. C .. . C i . . r� . . ... r■ • • • C . '; . � TI111111141111/11 CC ' CE• ' Cr :III Ce ■ACC CC CC C■■�C■ ■ CC C ■ C .■■C .Cill 11111111i1111.411.11.1111 . C ■■■ C .■ C� 111 C CC ■ re • C C C i lin: :11.1i I 'lie .. ii:iill • 123_01-48 5/03 PAGE 2 Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: 123_01-48 5/03 PAGE 1 Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mt Calculated Murimum Attachment Roe F NOA Required Uplift Resistance Fr Calculated Aver ge Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof slope 2:2 34.4 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 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 21.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M 1. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 476 x .18 9 MB / ) - Mg: G 7 8 =111F, G • 8' NOA M, 44:26 (P2: 0 4 t: x a, .249 w •2t o y) - M b. P8 = NOA 11t, . .r (P zX 481 10.24.0 Mg:(r.T = 111 f NOAH, 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. Compared 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 : z I: = w: = ) - W: z cos 8: = F NOA F' __ (P zI: = z w: ) -W: cos 0: = F NOA F' (P3 : z l: = z w: _ ) - W: z cos 8: = Fa: NOA F' 123_01-48 5/03 PAGE 5 Roof System Manufacturer: /4144J4 Notice of Acceptance Number: 02- — 0 q 1(o • ( e Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 4./ P2: 04•4 P3: .2,•.-f Maximum Design Pressure (From the NOA Specific System): / �o. Si Method of tile attachment: Tottr Roof Slope: 3 : 12 123_01-48 5/03 PAGE 4 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Ridge Ventilation? Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: /x.444._ ype Underiayment: nsulatlon. Fire Barrier. Mean Roof Height: r' 4-cr •c 22-t 4.3A 10- j� astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: Z 4srm #4 2- - le Sq44c1 5#f Type & Size DripdacK pizotibs0 dge: 2e re neez I Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, identify as 'NA") System Manufacturer NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thicimess: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s): Base Sheet Fastener/Bonding Material: Pty Sheet(s) .& No. of PIy(s): Ply Sheet Fastener/Bonding Material: Top Ply Top Ply Fastener/ Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc a Lap, # Rows (cis " oc Perimeter. " oc © Lap, # Rows _ © " oc Comer. " oc (4) Lap, # Rows a __ oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Jndicate: 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. FT. FT. Parapet Height Mean Roof Height 123_01-48 5/03 PAGE 3 • d M ,�m i•DAOE BUILDING CODE COMPLIANCE oFFLCE (BCCO) PRODUCT CO,NTROL•DIVISIOf. NOTICE OF ACCEPTANCE (NOA Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34" Ave Deerfield Beach, FL 33442 I lLIJ 1 I tNKHN HI J h:LJUr 1 1 LC '/ 3J 0 i Lid 4t54 ht IAAII -DA DE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 32 130 -1 56 3 (305) 375 -2901 FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials; The 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 Authloriry. 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 A1-1J 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 detcrminedby_.Miarni -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: Nordic Flat 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 <retfie 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 Mianti -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 consists of pages 1 through 6. The submitted documentation was reviewed by frank Zuloaga, RRC NO.&No.: Q2 -0916.t0 Expiration Date: 12/16/07 ApproN al Date: 12/79/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a rooting system using Nordic Flat Roof Tile, as manufactured by 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, as determined by applicable Building Code, does 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 Nordic Hat • Tile Trim Pikes . 2.1 Tile Screws Hurricane Clip do Fasteners 1 • 1, .Vi 1 1 Lt— Roofing Roofing Tiles Concrete Dimensions Length: 16 %" Width: 13" Thickness 1 /" Length: varies Width' varies Varying thickrtess #8x 2 %;" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. A" with Iviin..0.060" thick Clip Fasteners Min. 8d x 1 1 /1" Product Dimensions Tile Nails Min. 10dx 3" � JIJJ I JL.4J'y VII COMPONENTS OR PRODUCTS MANUFACTURED 6V OTIIERS Test Product Specifications Description Flat profile, interlocking, extruded TAS 112 concrete roof tile equipped with two nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for TAS 112 use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Test Product Specifications Description Corrosion resistant TAS 114 screw of sMooth Appendix E shank nails Corrosion resistant, TAS 114. coated, square drive, Appendix E galvanized, coarse thread wood screws TAS 114 - Corrosion resistant Appendix E .clips with corrosion resistant nails. Manufacturer c (With current NOA) Generic (With current NOA) Generic (With current NOA) J. JeJV V VV. NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19!02 Page 2 of 6 3. LIMITATIONS . 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 required, refer to applicable building code. 33 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 Minimum underlayment shall be in compliance with the applicable Rooting Applications Standards listed section 4.I herein. 3.5 30/90 hot moppc>I 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. wish applicable 4t41 -lding code. 4. INSTALLATION 4.1 Hanson `Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard kAS 118,1 f9, Sc 120 4.2 Data For Attachment Calculations Table Herod namic Multi tiers - ft Tile °-- Profile X (ft3) ti (0) Batten A lication Direct Deck A iication Hanson Nor flat Tile 0.26/7 i 0,259 I • 3 ": 12" I Battens Direct Deck Hanson 5.95 5.78 Fiat Tile Tile Profile 1 IcLi1 1 C.IcIlrll IL:I"11 1\41■■:" 1 11_4: 7 .JCJ■ 1 JUIJ`..0+ Table 2: Restoring Moments due to Gravity - (ft-Ibf) 6 ": 12" Battens Direct Battens Direct Deck Deck 6.67 5.74 61.54 7 ",: 12 "o - _greater Direct Battens Direct Deck Deck 5.60 6.37 5.44 6.19 Battens 5.87 4": 12" 5 ":12" NOA No.: 02 -0916.10 Expiration Date: 12116/07 Approval Date: 12/19102 Page 3 of 6 J Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19!32" plywood) Battens 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 ", 2 -10d Srnooih or Screw Shank Nails 14.0 18.8 7,4 18 2 1 #8 Screw 30.8 • 30.8 2 #8 Screw 51.7 51.7 24.4 1 -10d. Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 34,8 2 - -10d Smooth or Screw Shank Nails (Field Clip) 35.5 . 35.5 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48 !- Hanson Nor Flat Tile 4 La Hanson Nordic Flat Tile Tile Profile 1 ILJL 1LI \I \x11 Y_flt I'•.VUI !ILL_ JU..11 .J'JL'YIJ Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -ibf) For Nai! -On Systems 1 Installation witn a 4" t he h eady Nordic dl. Table 4: Attachment Resistance Expressed as a Moment Mr (ft-lbt) For Two Patt Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile Adhesive 31.3' 2 See manufactures corn orient a roval for installation re uirements, • 3 Flexible Products Company Tile8ond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Avers a wa_i ht er a d rams. Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile e Daddy placement of 45 grams of PolyPro "", ti1c?diucrc paddy placement of 24 grams of PolyPro. ' Tile Application PolyPron" PolyPro rM Minimum Attachment Resistance 118.9' 40.4 NOA No.: 02- 0916.10 Expiration Date: 12116/07 Approval Date: 12/19/02 Page 4 of 6 11U. JUU V!'!UY U7: gib I'ItLJ l 1 tf l HNcHN r UU- !ILL - :.UD f Ocib4b4 Table 48: Attachment Resistance Expressed as .Tile Profile Hanson Nordic Flat Tile for Mortar Set Systems Tile Application Mortar Set 5. LABELING 3.1 All tiles shall be 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. a Moment - M1(ft -Ibf) Attachment Resistance 39.0 NOA No.: 02- . 0916.10 Expiration Date: 12/16(07 Approval Date: 12/19/02 Page 5o(6 I'YU.' Ub WUFJ. I'ICJ 1 1 r.MMHYt_HIV t<U'J 1 1 L_t -! JVJ0 (b04L54 • FASTENER HOLES PROFILE DRAWING HANSON "NORDIC FLAT" ROOF TILE UN17ERLOC K NORDIC FLAT END OF THIS ACCEPTANCE OVERLOOK I'•U . '7UC� NOA. No.: 02 -0916.10 Expiration Date:.12116 /07 Approval Date: 12i19/02 Paj e'b0126 Lbo 1 rt+M I A M I O AOE rvulr'u.l!1 PRODUCT CONTROL NOTICE: OF . &CCCPTANr,-r Pnlyfoam Products, Inc. 2400 Spring- Stucbner Ru;td Spring ,TX 77383 -1132 MI : \f>11 -DADE COUNTY, FLORI METRO -DAI)E .FLAI3LE'R BUILDING nlj1LDING CODE Co,\IrLIANCE QFIICF, nIETaO- D.\DF, R1.AC1,TR D011-011J0 I•IO',Vl ST r'LAGL.ER STREET. I1.r : 1601 hII: \All, FLorul).\ 3]130 -156) 1;3;15) 375-2'Jnl I +\.'< OOS) 375 -291)4 t:or rlt,tC1'Utt LIeV.NsiNC N • :C`I'1(1N (n513/5 -1.527 VAN 13051 -2$Si coy! I(•lC)'t11t1•:i I QItce :Nt1IN uivINtON 00S) 175 - 791,6 VAX (]05) 175 -19n l'It0131 CONTROL at'✓ISIUN (10) 17S-1902 I :Ax (10S) 172-63 ;9 Your application !or Noticc oCAcceptance (NOA) Two Component Polyurethcnc Foam Adhusivc under Chapter 8 of thc Code of Miami - Dade County governing thc use of Alternate ['Materials and Typos or Construction. and completely diticribFd herein, has been recommended for acceptance by the Mlank -Dade County Bui!dinc Code Compliance Office (!3C00) under the conditions specified herein. NOA shall not be valid after thc expiration date stated below. BCC° reserves thc right to secure this product or r aittri:tl at any time from a Jobt,ite or manufacturer's plant for quality control testing. If this proclu:t or material fails to perform in the approved1 manner. ECU) r1,4y revoke, modify, or suspend the use of such product or material inlrr'cdi4tely. L3CCO reserves tht: right to revoke this approval, if it is determined by BCC:O that this product or material fails lo meet the requirements of the South Florida 13uilding Codc, The expense of such testing will be inl-urr',:d by the roanufacturcr, ACC1:IPTANCE NO.: 01- 0521.02 EXPIRES: 05/10 /2011b Raul RodriQuez Chid Control Division TN CS .IS Tlrl; COvI;RS11EF T�ISEE ApnITIONAL t�:v ; ('("5 i'()I2 SPECIFIC nN� C:I:NG[2,hI. COtNni,TiQNS r3UTC,UINc; c1i)Dr & rROnvcT BEv!EW' COMMITTEE Tiiis application for Product Approval has been revie by the I CCO and approved by the null ding Code and Product Review Cornmittac to bC u5Cd Ir, Mia ;ni -Dade County, Florida under the conditions set tbrth above. � I ' P 0 ' s 095000 1 \pc100011tcmphteanoelc )ceepwnte co -icr pip not Inlernct m »it address: pnStmnsIer(nJIst i ingen(Icirnlinc.com 10'd P8t 885.LgDC 01 '4CCEIGSSOC Ilranc■sco J, Quinlnna. R.A. Director Miami -Dade County �luil(lin Code Compliance Oitice 16 002 11 n :l I):rgc; hiIP; ri .rww.buiIdinb cod colt linc.co i) tQt dd r :91 C007 70 ddll 1w I6. ROO1ING ASSEMBLY APPROVAL C :itc. gu : Roo fing Sub -C: rt_e_nry: Ruoff Tiloi Adhesive i M Dial.: Polyorctll'tnc .1J .1. LL 11 • \, 1:1.1 OJ 'l JI'. Prtl,yfnhm Producty, [nc 1. SCOPE This approves r'olypru60 A11160 as manufactured by Poly foam Products, inc. rrs described in Section 2 of this Nclice of Acceptance. For the locations where the design pressure reguirerncnts, as dciermitice_I by applicable building code, does not exceed the design pressure values ()budged by calculations in compliance with Roofing Application Standard RAS 127, for use v approved tlat, tow, and high profile ,(aoftiles system using Polyproa) AH 160. Where the attachment calculations are done as a mornent based system Col' single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Ap�lj4 sat Polypro® Al Poamprock RTr 1000 ProPuckdD 30 Sc 100 Components or products manufactured by others: Any Milani -Dade County PrOuct Control Acccpll:d RoolTile Ap.nithly havinb a current NOA which list uplift resistance values tvitlr the use of Pol 'pro Al 1160 root tilt adhesive. ?.1 2,2 Typical Physical P i upertics: I Tcgt ASTM D 1622 ASTM D 1621 Prnpcm Density Compressive Strength Tansile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability N/A ASTM D 1623 ASTIV1 2127 ASPM E 96 ASTN�;1 D 2126 V1.-1.L \ :\ 11 \IlU V4.1 .' • • • Ct d t'et7e2' Lgoc 01. :71�6C S69g06 ACCEPTANCE No , 01,..Q521,02, Tcs t Sncr.ilic,ttin_�s PA 101 Approval IJalc:.lunq_14 2001 . l;:chirtli Date: May It) 7,00(> Rcsntis 1.6 IbsJft? 13 PSI Parallel to rise 12 PSI Pcrpendicul;trto rise 28 PS1 Parallel to ri:c 0.08 1 ...bs. /Fi 3.; Porn) / loch Product ncscri pt lQ' Two cornpancnt polyurethane Dispensing Equipment Dispensing Equipment +0.02% Volume Chance ct. -40° F._ 2 weeks +6.0;;, Volume Chance r 1Iuntit.Gty, 2 \v .1. ; ti 0 l rink Zuloagn. 12120 Product Control Exci tiner rj.21j dq dd t'S:SI con7 2O •dd , :ya:u4 ►nc 11:ua r,ti.� ra, are au, rvI.arvr.!r Potyronm Protit,cts, 1 ACCEPTANCE i`0. : Oi- 0521.02 Note: The physical properties listed above are presented as typical average vnllocs ns determined by accepted ASTM test methods :rd are subject to nornr:J nranufi cturinc s' riation. 3. L1MiTAT1ONS 3.l Tirc classification is not part of ;his acceptance ILcfcr fo the Prepared hoof Tile Assembly for t1r4 ratinu 3.2 Polypro® Al-1169 shall solely be used with flat, low, high the ,routes, 3.3 Minimum undcrl vmcnts shall be in compliance with the ltoo:ing Application Standard RAS 20. 3.1 RooCTile manuFictures accluiriog acceptance for the u;e. of Puiypro0 Al•II6O root tile adhesive with th6c tile assemblies shall test in accordance wish PA 101. 3.5 Root Tile manufactures acquiring aC ptanc° for two paddy placemcnt with rho use of Polypro' Irth 160 roof tile adhesive with their file assemblies shall test in accordance with FA. 101 and with Section :0.4 as modified herein, ,I t•t.� 4. INSTALLATLON 4.1 Polypro® A.1 -116C ma be used with any roof tilt assembly having a current NOA that lists uplift resistance values with the use of Polyproifii A11160, 4.2 Polyproe Al-1160 shall be applied in compliance with the Component. Application section and tltc corrc:>pend:nb Placement Details noted herein The roof tile assembly's adhesive a \vith the use of folypr .p2) AI-1160 shall provide sufficient attachment resistanc e, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with hMliarnr -Dade County Roof n S Application Standards, RAS 127, The adhesive attachment data is noted in talc roof tile assembly NOA 4.3 Polypro® AI - 1160 toot the adhesive and its components shall be installed in accordance with Rooting ,Application Standard RAS 120, and Polyroam Produces, [nc. PoIypro0 Al Operat instrtitction and Maintenance Booklet. 4.4 Installation must be by a Factory Traincd 'Qualilied Applicator' approved arrtcl licensed by Polyfoam Products fnc. Polyfoam Products Inc. shall supply a It or approved applicators to t,1c authority having jurisdiction. 4.5 Calibration of the Foa dispensing equipment is required before application or any adhesive. The ratio between the ''A" component and the "D" component shall bc maintained between 1,0 -1.15 (A) 1.0 (D). The dispcns� tinier shall be set to deliver 0.0175 to 0.15lpot per tile as dclermined r.t calibration. No other settings shalt bc approved. 4.6 Polypro a Al-1160 $hall, be appticd with Foampro R.- 'I.1000 or Prol'ack0 30 & 100 dispensing equipment Only, 4.7 Polypro r AI.1160 shllll not bc cxposcd permanently to sunlrii CE]' d '79t789SLS0E: 01 t';.CC969 SOC t anal: Ziloaba, IZR:C Product Control astnincr OD(J da dd SS:91 COOZ ark dII Table 1: Adhesive, Placement For Each Gincric 'File 1'rotitc - � —_ 1 TileProfile 7j I'Iacculcnt Detail Siog,lc Paddy Wcig 1t , t'w'o faddy \Ycight 1?1irt. (grants) per paddy Min. rnms_.i__ Flat, Low, I-144h Profiles I 111 35 ,_ N/A t-iigh Polite (2 Pike Barret) ! 1 17/side. on cap and NIA 3c1,/pan Plat, Low, l'lit'hPro(tics N? 24 NIA 111t, Low, 1.14 Profiles I a3 _ i; Lilt. 1 1 . 1-. 1 0 4 1 0 P u lxip m Products r r o d u c t s Inc. 4.3 Tiles most be adhcrid in fre.shly applied adhesive Tile must be set within 2 to 3 minutes a r Polyp1o' A1-I160 has been disp 4.9 Polypro0 AHIGO pliac,enrcr and minimum potty weight shall be in accordance with thc'Placmcnt Delals' herein, Caen generic tile prolilc requires the specific placement nOtcd herein. LABELING AJI Polypro l60 coo tainers shall comply with the Si iiditrd Conditions listed herein. .6. BUILDING PERMIT Tt.T� 6.1 As required by the Building Official or applicable auilding Code it order to properly eval i airs the installatiOn of this systcro t•u d t8t88SLSOC 01 b!LCCSGSSA rn,i1't.'' 1J, 101,. .t ACCEPTANCE. No. 01-052 1.02 Frank Luloaga, RRC: Product Control lxalnincr o '0uid8 'ld SS:91 C00=' 20 THIi 17:10 1 A.1. 95.1 57..5 Poly(onnri Products, Jim Nall t170:A0 pi 0.11 t' 04011 N..I' Ihe°ugn plAtlic Lire 0nl UnAAfAyrlanl / ff 00 Glum �.1 (bun 10 In, 1.0 coon. ..N• 11.0 n Whiz'. q nom, 1 b, ap 1 l°In , 0110611 . Sit • d VBP3SSLSOS 01 r U'{2 uuL, FU, ADHESIVE PLACEMENT 'DETAIL 1 SINGLE PA'T'TY d116.n0n 14.1 --- v hniI' V1010/ 00 I0010 4 Ir. Jt It 4 1 •pAdb. lam 14 t 7.1 :In NnA 1110 ugn ■I :e01.4l /" Padd•. 0)0041. IL.1 10 In: ACCEPTANCE No- . 01-0521.02. Vietrl.Pn.ry s 00 CI .0w f.w aun. .ely , 4.p adAe.h..rporcP 1 In ut Iern ,.A ept0ln f 14 0011(0 / Vlenthi, ruts, Bd al i..101 •M*,11 pl,nA1 0e 0 0 l I Plot Ina4t, )Jnedu; u. unho 111° 13 Ia11i'A L1 fr1 In (°nl� y .110 00 PP7 1111 1 O1104 Apfllc�dJ4I 11 om 0. 011'09 OM del, P o ce J e1ed:0 lr1 In l■ 1 11, Prom 0W7144 .dg. 01 e0•.f On, : ,1I,. / ll \ ` 0 0, {� / ' .7.' 1 1( V r e ° / c' ---y t d l.a � t / lam / 5101 1PrA1 MAO AO.cn 11.16. v l' \ � �,_ C Ab�i lc aeon; num d` 'JOiaml (.nd0 0 0Ury 00 YIJ 01 ..�� hos1 MOnar CM and 1uKr tits llal duouph 114.1; 0x01 Al Font 11 .In 11n/ 0900I/11So to 0(1 6 I ,calk. Luloag 1, RAC 1'roclu, L Control Esa.r linc.r 1 CCS6S OC O:JGU8S dd 9Q:91 000:2. ZO '�dFl .1,1■4,0 tA.. 00 Ji* Po lyfonni Products Inc. .0 90'd t'8t788SLS0C 01 i,LOCSE9SOC ryLlr ADHESIVE PLACEMENT DETAIL 2 Si NC; LE PATTY 6 ACCEPTANCE.' No. : 01-0521.02 Frank Zulonga, RRC Product Control Ex:Arnim:I OD017313 d.d 9S:9I 0002. TO dc.Pi Poltfo:int Products Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY in, I7 !n. medium site ptddyouu Falcla courao oily thre pI IIa eemenl tare Cdelit trig eturse Single padd - under Isle Single paddy between the Nall through plaallc cement ca ��+ Singlt paduy Ip• undor Ile $Ingo paddy on i-'1 I n. under. 'f hymen) / / / Single ;may an Iola of tile Pang( (beINeon tilnl LO • d tS1788S SOC 01 t'1CC9E9SOO r , , ACCEPTANCE, No. : P1-05?-1.02 Itad thrcugn plea tic cen:en!.r� Single paddy under Ilia Unetrlaymret N } el)(1, 1 ] In, I Sinalc d Ir " r, , i In. paddy nn � oCar• I7y M�nl Eire Chstre 1 In. medhod size paddy ti.e Courlo only "^ Fascia Smble paddy celweer Ille 2 In. z 7'n meowm the paddy arvo Celalc only cingl_ paddy � y � � Fa scla on tap of Ills Ease ✓ Wevehole - DYIiB\ `�eVa C107Y(a / w � ' /' Drip tap fr,iik Zulort , kfRC l'ruducl Control C ImI1l.r ooadaH 'dd LS :9I COOT: 20 eldU 3EJHd - 1U191 Nt>K p PuIvfq,am Products, Inc. Acceptance. 1 .1 I I Renewal of this ACccptanct; (approval) shill bu cory id, allc „ renewul application it :ls box. liked and the Orignial submitted clocul'.lrnts, Including :1-:,0.• data. ctigincer.ny documents, ar,: no older than cibh: (li) year;, I Any and all approved pro4ucts shall 'ac per\ lab :Icc, ■Nair the inanut :,ctucer's namL, city, state, and 1.1', following: 4tulemen:: •'lNliauv -Uadc County Product Coulroi Approval'', or as spccif ically stt din the spc it is conditions of tl:i�t Acceptance. 3 Renewals of Acceptance tvill1 not be considered if: a, There has been a ch :1 in the South FlOrickl Ouildin3 Code affecting the evaluation of this product and the produ is not in compliance ) t h t lto. cotic. Ch tne,c:. b. '1"hc prod.let is uo IoniGr the. ;arnl: product (tdt ntical) as the one originally approved. c. IF the Acceptance holder has noc complied y:ith all the requirements of this acceptance, including the correct it staliatii,n of :he pfad;lct. d. The engineer who on inaily prepared, signed and scaled the rcciuired documentation initially submitted, is no lonbc I practicing the enginu:rin+j piol'ession I 4. Any revision or change :n lice ma,erials, use. andior m.inuiacutrc of the product or process shall automatically be cause for lernlination of this Acceptance, unless prior written approval has been r„ quested (through the filinj or a revision applicatiolt with appropriat,: fee) and gray fed by this office, i i. Any of the following shall alio be grounds for removal of this Aeci_plance: a. Unsatisfactory performance of this p roduct or process. b Misuse of this Accupt ncc a$ an endorsement or" lily product. for sales, aJv�crti,inb or any other purposes (i The Notice of Acceptance nu tlbt:r preccdcd by the. words tili;ttni -D de County, Florida, and fol:owcd by Ilia exp,ralion eats ma) \)c displayed in 1dverlising liter:mi rc. 11 any portion of the Notice of Acceptance 17 displayed, then it Shull b done in Its cnlircty. 7 A copy of this Acceptance as well as approved drawings and oiln :r documents• \vhcrc it applies, sh',II be provided to the user by the manufacturer or tts distributors and shall be available for Illsl;eclion at the job sit_ at all time. The engineer need not reseal the copies. B, failure to comply with any sect of t:iis Acceptance shall be cause for tcrmil;ation and rcmor';ll of I 9. This Notice of Acceptance consists of piScS l through S. 80'd 178t7S8SL' E1C 01 4LCOSES Oo END OF THIS ACCEI'TANCi:; ACCEPTANCE No. : 01 -052 t,02 i ia,ik 1ulo;.►;a, IZIZC Product Control LNarnincr oDauda eld :.fit CO02. '20 ddb Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -198 Printed: 2/25/2005 Applicant: BENNET PUMO Owner: PUMO BENNET JOB ADDRESS: 1196 NE 98 ST Contractor OBENOUR ROOFING Local Phone: 305 - 757 - 2612 Parcel # 1132050180410 Legal Description: 5 -6 53 42 Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A - 101 PB 43 -69 REV PL MIAMI SHORES SEC 8 LOT 24 BLK 180 Fees: Description Amount FEE2005 -2524 Building Fee $350.00 FEE2005 -2525 Training and Education Fee $5.20 FEE2005 -2526 Technology Fee $8.75 FEE2005 -2527 CO /CC $50.00 FEE2005 -2528 Scanning Fee $21.00 FEE2005 -2529 CCF $15.60 FEE2005 -2530 Submittal Fee ($50.00) Total Fees: $400.55 Total Fees: $400.55 Total Receipts: $0.00 4 Q, Permit Status: APPROVED Permit Expiration: 8/9/2005 Construction Value: $26,000.00 Work: RE -ROOF COLOR THRU Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department Permit Number Review Completion Date P.EF MfT NO. STATE OF FLORIDA: TAX FOLIO NQ. COUNTY OF DADE: .THE UNDERSIGNED hereby gives notice that Improvements will be made to certain re al ro a rry, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Com P P 1. Legal description of property and street address: mencement. I -o7S S 6 Lem aeT /O/- 2. Description of Improvement: 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder: 4. Contractors name and address: S. Sure ry:(Payment bond required by owner from contractor, Il any) Name and address: Amount of bond 8. Lender's name and address: 7. Persons within the State of Florida b designated by Section 713.13 1 9 Y Owner upon whom notices or other documents may be served as provided ( )(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the follow n Section 713.13(1)(b), Florida S 9 Parson Notice s) to receive a copy of the Uenor's N Nam@ provided In and addres;�: — • 9. Expiration dais ofthls Notice of Co mmencement: (the expiration date Is 1 9 Jfierlant date Is so> led) Year from the dale of recording unless a - S3onaauu or Owner Print Owners Nam SlYOfT.t l0 1 l��Yvl� and s u b scribed before n'ie this / day of Notary Public 1 , :Print Notary's Marne NOTICE OF COMMENCEMENT t . Commission # D Sche 9, a " Ths s. 111111111111111111111111111111 111111111111111 4 Prepared b . Address: STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY C /RTIFYthat rs true copy r,f th ongrnal file in thr ( office on ' 1 • - � WITNE _ I Seal. HARVEY BY RK , coif and County Courts � . +• .-... D.C. CFN 20048019193607 OR Bk 22454 Ps 4755; tips) RECORDED 07/06/2004 13:56 t 27 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY! FLORIDA LAST PAGE 331127 STATE OF FLORIDA, COUNTY OF DADE. ss. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement (if 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 progress of the work. Dace..... June 20, 85 ._ Owner's Name and Address Devis � ._. 6 S'tree 9 " ......._ N o,... - ..— ... —.._ Street._....... Registered Architect and /or Engineer Name and address of licensed contractor Obenour Roofing Co. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done Ciaair:nan Ucrr,ber Mtember _.�...._..... _ Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 1196 N,E,_98th Street State work to be dope and purpose of building (by floors) ... .. . Reroo shingle ti roo with while shingle tile Remodcling.RL000f Addition Kind of foundation WOOd Roof Covering New Building Repairs No. of Stories _ To be constructed of shingl ti le _ Estimated Total cost of improvements $ 12 , 750 Amount of Permit 20.00 Zone cubage required _.._....Plan Cubage 50 St1,S . 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 • 7357 N. W. Miami Ct. ' Miami, FL 33150 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 S966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be „ performed under this pennit, as are licensed by Miami Shores Village. o G� �� Rein.uks (Signed) 71��! i'2' / Before me, ndersigned au rity, a olgry lie, duly authorized to administer oaths and take acknowledgments, personally ap- peared ,.�1�� CC_66 _.. 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 appli therein by him stated true.. Permit No.._... J„lJ Date... Dt5 o and Subscri bef Disapproved .._. `.:. �_ ilea ....... Date.._.. . (Signed) � k ` 1 �.,..._..._ Building Inspector 731 1C 1n1. Miam1 E. Miami, FL PLANNING BOARD and for no other purpose. ion, and that he did sign the same, and that all facts Notary Public, State of Florida NOTARY PUBLIC STATE OF FLoRIDA My Commiuion Expires DATE in COMMISSION EXPIRES FEB. 18. 1989 Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has the I'l.tnnir,g l/u.rrd. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for materials anu /or workmanship. to me well known, been obtained from inspection or faulty