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BP-05-710
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/25/2005 Applicant: Owner: JOB ADDRESS: 173 NW 106 ST Building Permit Permit Number: BP2005 -710 Contractor ALL DADE GENERAL CONST INC Contractor's Address: 3451 NW 16 ST Local Phone: 305 - 637 -0209 Parcel # 1121360080260 Legal Description: DUNNINGS MIAMI SHORES EXT 4 Permit Status: APPROVED Permit Expiration: 11/9/2005 Construction Value: $750.00 Work: TILE ROOF FOR ADDITION TO MATCH EXISTING ONE Page 1 of 1 PB 48 -20 LOT 10 BLK 205 Fees: Description Amount FEE2005 - 6686 Building Fee $100.00 FEE2005 -6687 CCF $0.60 FEE2005 -6688 Training and Education Fee $0.20 FEE2005 -6689 Technology Fee $2.50 FEE2005 -6690 Scanning Fee $3.00 FEE2005 -6691 Submittal Fee ($50.00) Total Fees: $56.30 Total Fees: $56.30 Total Receipts: $0.00 J 1 0 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/25/2005 Applicant: Owner: JOB ADDRESS: 173 NW 106 ST Parcel # 1121360080260 Building Permit Permit Number: BP2005 -710 Contractor ALL DADE GENERAL CONST INC Contractor's Address: 3451 NW 16 ST Local Phone: 305 - 637 -0209 Legal Description: DUNNINGS MIAMI SHORES EXT 4 Permit Status: APPROVED Permit Expiration: 11/9/2005 Construction Value: $750.00 Work: TILE ROOF FOR ADDITION TO MATCH EXISTING ONE Page 1 of 1 PB 48 -20 LOT 10 BLK 205 Fees: Description Amount FEE2005 -6686 Building Fee $100.00 FEE2005 -6687 CCF $0.60 FEE2005 -6688 Training and Education Fee $0.20 FEE2005 -6689 Technology Fee $2.50 FEE2005 -6690 Scanning Fee $3.00 FEE2005 -6691 Submittal Fee ($50.00) Total Fees: $56.30 Total Fees: $56.30 Total Receipts: $0.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Test Location Uplift Pup Test(P or F) Test Location Uplift Pup Tost(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 1' (� 28 51 76 2 27 52 7 3 28 53 78 4 29 54 79 5 30 55 80 8 31 56 81 7 / 32 57 82 8 33 58 83 9 . 34 59 ' 84 . 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 84 89 15 40 65 90 16 41 66 9 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 -kg t® C t' Permit # 5 ' -710 Job Address 3 s Roofing Contractor: Type of Tile:' . , , 5242 -00 f Date Installed: Approximate Roof Height: 9 feet Roof Pitch: ' 12 - Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: Y 00 ft2 Required Testin Force: 35 bs. Testing Equipment: Chatillion100 Date Tested. °30 THIS REPORT Civil Engineer. Lab Certification # 98 0608.04 MITTED BY IN ACCORDANCE WITH T- E CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL T P.E. State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. Project 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 TEST RESULTS P = PASS, F = FAIL S3e712f No 6276 Sketch of Roof Job 17 tU V■ Co ® 517 k!1 A m. e& Sheet Number 2—of Z Contractor A-U. "t Li s. Checked By Scale 1 / s q) 1- t e G Notes: r / 7 3 /WA/ f84.5 74- Inspection Date 6 — 6 rov Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date t Type Insp'n ! L �- C (C- e Permit No. e t - 7(C) Name Vt ...e - 7-- Address / 7 3 w � o C s r C �' Company r ).. d '� (9 �`t e nc�' Phone # G 5� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 4 . Buil4ing Inspection Request Cj`S, e Date Type Insp' n l `e Cola gop Permit No. 1 PO5 ° - 7 (0 • Name Address I . 73 N1.4J t0(034 Company /NI 0A-C) a5\1626..,. Phone # C 2 ©2 ' P Inspection Date CO (Z . App yr ec� T Correction Re -Insp' n Fee ❑ 22 '617-c..5 BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): Building Owner's (Fee Simple Titleholder) Owner's Address / 73 An,t) /o Cit A-110+-Yuli A-110+-Y4 State 7�'L Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Da e Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address £7 /VIA / 67 V /Jen- 0 Ci Qualifier $ Value of Work For this Permit ` 50 00 Type of Work: Describe Work: t Total Fee Now Due $ ❑�} ddition (Continued on opposite side) Miami Shores Village Building Department Training/Education Fee $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. DP O5 /C0 Master Permit NO. e P©V- /I11 MAY 1 3 2!35 le c , Plumbing Mechanical / Ale - -40,-i s- 73 /VC) /O6 . -- II- Dr4k �eRJz) 41 5' ' Phone # Ar fig `` W State Zip .313 State Certificate or Registration No. C6 e4 076 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ❑Alteration * * ** * ** * * * * * * ** *r* * * ** *Fees ** ** * * * * * * ** * * * * *** ** * Permit Fee $ 00 c) a VP Submittal Fee $ Notary $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ ew Pone# Zip Phone # Square Footage Of Work: / U .S ❑ Repair/Replace CCF $ ❑ Demolition CO /CC Technology Fee $ �' �' cioxY Bonding Company's Name (if applicable) or B onding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approvernd a reinspection fee will be charged My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 i Signature x ems_-- Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / 3 The foregoing instrument was acknowledged before me this i 3 day of /�J,4,-)l , 20 01, by si v day of / 'a , 20 US by I../6.@xiA/iJ 4- 64. p t,` /. who is personally known to me or who has produced who is personally�nlc wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: „, „ JOSE PEREZ NOTARY PUBLIC. ° Pay . Notary Public - State of Florida Sign: `� ` = .� • .;�_. , 4�. Sign: Print: # 002667 Print: My Commission - xpires: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Zoning * * * * * * * * * * * * ** Plans Examiner Section A (General InformaSOn) Mier Pe rdt No. Process No. _ Contractor's Nurse ,4 1/ , te ,yti / te®e 1 / `7, 3 . )`'`' /d s '7 ROOF CATEGORY ® Mednanlcafly Fastened Tile Wr arIAdhesive Sat Tile O Metal 0 Wood es Are there Prescriptive BUR -RAS 150 Gas Vent Stack B Yes ❑ No ROOF TYPE Type: Natural 0 LPGX O Ei ew Roof 0 Re•Rooting 0 Recovering 0 Repair 0 Idandenance Job Address O Low Slope ® Asphaltic Shingles ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) .1%1 /i)0 / 0® on B (Roof lanl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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MMMMIMUM .UMrrUrUMrrr IM rUMMM4rLM■ MI%MMrlr_ ■IMMMMrr moll r.r MMUUM MMU MMMM rI IMM rMMMIMrr■ ■I Mrru UMM IMIMMIL/ Mssms11M1@ My :■urMMM MR�1IMorIRBEI.MMr.MIrUM■ IMIrMrMMMMEMUE MMR.' / 1MEM>• ITrM ll Mrr rr�`IrrINWNEWRIMMMMrrrrrr■ MM IMMM mmm ■IrMI■ MMMM■rmmom r urrUmillilm t■ riMrMMMi■MrruMMi^I rr p rMrruMrrrM IENNNrr:NEEiiMNENr r N:NNNNs 7' mns Iarr:NCE'ss■ma:EE mmumu : N:rNr:ENrNENNENNEBNNNi muss mommENNA l IMIrrM■ MN MMMMrMIMMrrMMMMIMMMMMrrMMrrMMMMMMI rrrrMMMUM ■M N M MUMMMMUNIMMrMrIMM E M IurrMMrMM■■MIM #IIIMMrrMEMI IMMUNNMMMMIMMONINUSI INOWN tMMMruMMrrruMlal r J 123_01-48 5/03 PAGE 2 1 Florida Building Code Edi io High VeloaftyliunicanoZoneUmiormPanoRAppficationForm. 1 Roof System Manufacturer. ALMAR (U.S.A.) Notice of Acceptance Number; `' - _ 02-1115. 0 3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 47, 6 P2: 100,6 P3: 100.6 Maximum Design Pressure From the NOA Specific System }: Method of tale attachment Roof Slope: 3 :12' Section D (Steep Sloped Roof System) Steen Sloped Roof System Description Deck Type: WOOD ype Underlayment Insulation: Ridge Ventilation? Mean Roof Height 7 I #30 ASTM 226 N/A N/A astener Type & Spacing: dhesive Type 1 Hot Asphalt Cap Sheet oof Covering: 1 Tin Cap x 1 1/4 R.S. Nails I I #90 Full Mop Type & Size Drip dile: I "S" Clay Altuza 1 1 3x3 26 Gauge Florida BulidUlg Code Edition 2002 High Velocity Haulms Zone Uniform PennaApp1cafion Form. Section E fflle Calculations) For Mont based tie sue, choose either Method 1 or 2. C.orapared the values for limn the val es ikon hiffs Rate Mrvaluesare greater than or. equal to the Mr values, for each area Of tin roof, it m the toe attachment =abed Is Method 1 "Moment Based Tile Calculations ns Per RAS 127" 90 (P 47.6 z1. 0.274= 13,04).-Mw •5,35.. 66 7,69 NOAmr , 100,6:1, 0,274= 27,56)_M 5,35 ...N22 NOA 11% 66.90 100,6 . 0,274= 27,56) — my 5,35 = M O 22 21 NOA11fr 66,90 Method 2 "Simplified The Calculation Per Table Below" Required Moment of Itedstartee (M)From Table Below 3 .2 NOA 11% 66.90 N, Required Romer* Resistance *Mud be used ht coolusedon with a Iitt of moment based 01. systems endorsed by the Browmd County Beard of Boles and APB. For Uplift based ISat systems use Method 3. Compared the values for F' with the values for F,. If the F' valves are Stier than or equal to the F values, for each area of the root, then the tie attachment loathed isr M13 "Uplift Based Tile Calculations Per RAS 127" (P : z t: z w: _ __) — W: z cos 8: = Frt: NOA F' (Ps: NOA F' (Pa: zit z w: =. _) —W: i cos 8: = Firs: NOA Where to Obtain Information H B 7771 ,,71 Sdr F 1r 1 =1eh =width Where to find RAS 7 1 or an gocoarodby PE asedm Job NOA •;17 ; iZ "-rr A BUILDING CO MCOMPLIANCE OFFLcE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Abner (USA), 6801 NW ra Avenue Mimi, ft 33166 MIAMI-DADE DOUNI'Y, FLORIDA MBIRO.DADE FLAGLER BUILDING 140 WEST MAGUS STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1363 (305) 375 -2901 FAX (393) 375-2908 SCOPE: This NOA is being issued =der the applicable rates and regulations governing the use of construction materials. The documentation shitted has been reviewed by Miami County Product Central Division and accepted by the Board of Rules and Appeals (BORA) to be used in Amami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA sheall not be valid Ain the expired= date stated below. The County Prot Control Division (in Ma= Dade County) and/or the AHI (m areas other than Maud Dade County) IM MO the right to have this product ce material tested for quality assurance =rinses. If this product or material fat to perform in the =opted =rimer, the mimufecturer will incur the expense of such tesdng and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their kuisdiction. BORA 1121CMCS flea right to revoke this acceptance, if it is determined by h1 -Dade Canty Product Control Division that this product or material fails to meet the requirements of the applicable building This product is approved as described mein, and has been designadto comply with the High Velocity Huuric are Zone of the Florida Building Code. DESCRIPTION: Musa '"S" ChayRoof Tile LABELING: Bach unit shall bear a pennanent label with the manuheturees name or logo, city, state and following statement "Miami -Dade County Product Control Approver, unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there bas been no change in the applicable building code negatively affecting the performance of this moduct. TERMINATION of this NOA will occur after tlx expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Miisuos of this NOA as an endorsement of any product, for sales, advertising or any other vapours shall automatically tote this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERT': The NOA number preceded by the words 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 ent ety. INSPECTION: A copy of this moire NOA shall be provided to the user by the manufacturer or its distributers and shall be available for won at the job site at the rapist of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 11153 ExpinitIon Date: 17116W Approval Date: 12/12/02 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Rooting Material: Roofing Tiles Clay 1. SCOPE This renews roofing system using Ada One Piece S' Clay Roof Tam as mtmufactured by Almswr (USA), Inc.. and described in Section 2 of this Nice of Acceptance. For Ioati m where the pressure requirements, as ditermined by applicable Balding Code does not exceed the design plume values Wormed by cakadations in compliance with RAS 127 using the values listed in section 4 hen. The athethment calculations shall be dose as a moment based system. 2. PRODUCT DESCRIPTION MOST red by /LOMB MEMMIkIN Altusa One Piece `S' Tile Trim Pieces Clip Clip L =18 W' W = 10.5" Yen" thick meal 3,25" high Unfit varies Width: varies varying thickness L= 6 " D = 0.125" L&h=2" W 'A" 0.05" thick 2.1 SUBMITTED EVIDENCE: DAMS= The Center for Applied Inc. The Center for Applied Engineering, Inc. The Center for Applied Inc. The Center for Applied Engineering, Inc. Celot s Gummi= Testing PRI Asphalt Technology, Inc. Redlaad Tech Teat bona TAS 112 TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley Manuthctured for each tile profile. PA114 Tie dip 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDCG78 MTS 520649 C11-003 -02 -01 7161-03; Appendix M Product Hlgh profs clay roof tale. For direct deck or batten nail-on, mortar set or adhesive int applic atirms. PA 114 L Shaped tale clip Teat IstEssAgsmd it tg Static Uplift Testing April 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing Feb. 1995 PA 102 ( Quit' k-Drive S ) Wind Driven Rain Oct 1994 PA 100 PA 102(A) May 2000 PA 102 October 2001 PA 102 Dec. 1991 NOA No.: 02- 1115.03 Espiration Date 12(16107 Approval Data 12/12/02 Page 2 of 7 Tats 9: Average Weight (W) and dons (1 x w ) Tile Profile Weight-W (ft) Of t o PheceS Tile 8.9 _ 1.52 0.875 Te. Redland Technologies Redbird T Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Enginceing, Inc. Walton Engineering, Inc. Teat I 7161-03 APPendix lI Letter 1, 1994 P0631 -01 Calcadations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations ledliondlistel Wind Tunnel Testing PA 108 (Nail -On) Wind Tumtel Testing PA 108 (Nail On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistmce Testing of screw vs. Booth shank's Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25 -7584 25- 7804b -8 25 -78044 & 5 25- 7848.6 gel De. 1991 Aug. 1994 July 1994 Sbpt.1993 1999 March 1995 Felsruary 1996 Aprfi 1996 Dew 1996 3. LIMITATIONS 3.1• Fee classifcation -issnot part of this 32 For mortar or adhesive set tie applications, a static field uplift test shall be pfd in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Cry Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testng shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum mderlayment shall be in compliance with the applicable Roofing Applications Standards listed sect km 4.1 herein. 3.5 3W90 bit mopped underlcyment applications maybe installed perpendicular to the roof slope unless stated otherwise by the midedayment material manufacturers published literature. 3.6 This acceptance is for wood deck application. Minimum deck napdrements shall be in compliance with applicable building code. 3.7 Maybe installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Abner `Altoua One Piece S' Clay Roof The and it components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attainment Calculations NOANo.: 92-1118.03 Expiration Date 12/16/07 Approval Date: 12/12102 Page 3 of 7 Table 511: Attadimind Ftedstance Expressed as a Moment - M `tt-[bf) for Sin& Patty Adhesive Set Systuns TSe Profile One Piece `13 Tie TN Appliadion Potytoan PolyPm' P y P ro vt Whims Attadement Resistance 66.5' 38.7 4 Woeyaddy placement of of Po11Pto"'. 5 Medium paddy placement of of P 11 . Talmo 513: Attachment Resishmce Expressed as a Moment - M, (f t4bf) for Mortar Set Sistems One Piece `S' drib Tile Application Mork Set' Attachment Resistance 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturers name or logo, or following statement "Maud-Dade County Product Control Approved'. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pew shall be sca am pa ued by copies of the following: 6.1.1 TMs Notice of Acceptance. 6.1.2 Any ode documents reignited by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFII.E DRAWINGS ONE PIECE'S' CLAY ROOPTn.E NOA No.: 024115.03 Ern Date: 12/16517 APPreval Data 12112/02 e5of 7 Cur Drums NOA No.: 02-111103 Expiration Data 12/16/87 Approval Dana 12/12/02 Page 6 of 7 LIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 02-1115.03 Ern Win 17A6J/7 Approval Date: 12/12102 Pagel! of 7