Loading...
RF-15-1648 * 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238903 Permit Number: RF-7-15-1648 Scheduled Inspection Date: July 23, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: DEEDS, EMMA Work Classification: Flat Job Address:500 NE 103 Street Miami Shores, FL 33138-2458 Phone Number Parcel Number 1132060170930 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: 305/981-7663 Building Department Comments RE ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238803. CREATED AS REINSPECTION FOR INSP-238209. Half of removed tiles are loose Need renailing affidavit and uplift test Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 22,2015 For Inspections please call: (305)762-4949 Page 14 of 39 Phone 954-784-2941 Lijederal800-848-1919 & TESTING Inc. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng com Dated: Friday, July 17, 2015 Order Number 15-PBR-198 Paul Bange Roofing, Inc, 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Deeds Residence Permit#: RF-7-15-1648 500 N.E. 103rd Street Miami Shores, FL In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on July 16, 2015 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 9 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -4 Corner See Attached Diagram 35± 5 Pounds Passed 5-6 Perimeter See Attached Diagram 35± 5 Pounds Passed 7-8 Field See Attached Diagram 35± 5 Pounds Passed 9 Hip/Ride See Attached Diagram 35± 5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, I th LeBlanc, P.E. Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification# 11-0407.01 MOM G Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation N ufi c`r - � 1 a=0.1(w)= 0.1(52')=5.2' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions = 3.0' Corner Area: 36 S.F. = 4 tests Perimeter Area: 66 S.F. = 2 tests Field Area: 98 S.F. = 2 tests Total Ridge Caps: 8 = 1 tests Test Location Sketch Federal Engineering & Testing Inc. 250 SIN 13th AVE Pompano Beach, FL 33069 (954) 784- Client: Paul Bange Roofing, Inc, Project: Proposed Roof: Deeds Residence Test: TAS-106 Tile Uplift Test Project Address: 500 N.E. 103rd Street (Test location sketch is not to scale) Miami Shores, FL ,SNOREs Miami shores Village Building Department logo gogooM �.► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ORmA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: .]C) INSPECTION AFFIDAVIT r' licensed as a ( Contractor/ gineer/Architect, (Print name and circle License Type)` FS 468 Building Inspector License#: cc—c—C) �---s��� On or about - cl _ ( S' , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at 'TCC NG- O 'S (Complete Job Site Address) Based upon th ami ation I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual ased on 3 44 F nature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. \\a\�� 0%E BORgO ch8�OF�oi�Ff°�_ o0�a •� Sworn to and subscribed before me this day of _ rs 9�,•. N •Q Notary Public, Sate of Florida at La #EE 177632,e�,��' ha uia t WAs�011mini os 'General,Building,Residential,or Roofing Contractors o ed under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 aRE t y\ �5H .ssy� Miami Shores Village �R 10050 N.E.2nd Avenue NEP W ,�. CBSs � t Miami Shores,FL 33138-0000aa \ \ Phone: (305)795-2204 Expiration: 12129/2015 Project Address Parcel Number Applicant 500 NE 103 Street 1132060170930 EMMA DEEDS L!iami Shores, FL 33138-2458 Block: Lot: Owner Information Address Phone Cell I EMMA DEEDS 500 NE 103 Street MIAMI SHORES FL 33138-2458 i Contractor(s) Phone Cell Phone Valuation: $ 9,600.00 PAUL BANGE ROOFING, INC. 305/981-7663 Total Sq Feet: 9.16 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF FLAT Inspection Type: Classification:Residential Tin Cap Scanning:4 Final Roof Review Roof Roof in Progress Renailing Affidavit Fees Due ]AnPay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond Invoice# RF-7-15-56190 CCF 07/02/2015 Check#: 1400 $785.50 $0.00 DBPR Fee DCA Fee Bond#:2775 Education Surcharge Permit Fee-New Roof Scanning Fee Technology Fee Total: 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 co75;9w� re,I authorize the above-named contractor to do the work stated. July 02, 2015 ner / Applicant / Contractor / Agent Date Building Department Copy July 02, 2015 1 r r Miami Shores Village =BY:� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc Zoly 5�h BUILDING Master Permit NoBF_1 — �6y� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP i CONTRACTOR DRAWINGS JOB ADDRESS:C W E i D 3 9TYe� ��qq City: Miami Shores County: Miami Dade Zip: J =Z>l z6 Folio/Parcel#:I�- 3JLQ Q-01-1-(A 3- C Is the Building Historically Designated:Yes NO Occupancy Type:Sj:"Lj—Load: Construction Type: G u Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): -nrna. 01-D JS Phone#:- ) LA(,q-g�JO'S; Address: P2; a- e_e_� City: is )G -e S State: C)Y-(a Zip: ?� S )32 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:' IJCXAIC.Uf _Roc1 V)t4 Phone#:qN)s Address: -�ocn ( (s Z) llQce, City: State: 10. Zip: Qualifier Name: v Phone#:Q g2 1---7U,(.e State Certification or Registration MCC / C Certificate of Competency#: DESIGNER:Architect/Engineer: ( - Phone#: Address: N (f City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: „r Type of Work: ❑ Addition Alteration F-1New ❑ Repair/Replace F-1Demolition Description of Work: 1 q V'o C)-n Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturea11��'t 4ai" Signatu OWNER or AGENT CONTRACTOR L The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1-99 dav of 20 by day of 20 S by ►'Yly lj who is personally known to who i ersonally known o me or who has produced �J as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: --- NOTARY PUBLIC: ign: Sign: Print: 'e Prin ✓� ed �iJ�'�• wcSONQ//����% Seal: \y\��tigORRpM��P�/i • ... 4P �b8 20rs 40 APPROVED BY ter ,",• •„✓.' ��� Plans Examiner . Zoning Polio bgt 1' ••N• O Structural Review Clerk (Revised02/24/2014) f ♦SNoREs�i� Miami shores Village soon Building Department 10050 N.E.2nd Avenue FLORIDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 30 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 0. De-e .S II Property Address CO NE Q:f> Cs e T Roofing Permit Number: Dear Building Official: I C . 5 certify that I am not required to retrofit the roof to wall connections of my b ilding because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) NZ 6"'� Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 4 ���1N111116i0f,�y�� Notary Public, Sate of Florida at Large „�\�`�v•��sSto/V ��mo on t3'?O1s • • When the just valuation of the structure for pu�oe`ooremta,,ti�onis) E)f,qua/to or more than$300,000.00,and the building was not cort�ructwith Femm 1994 ; SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. "�• pEE 1176`32 .• Revised on 5121/2009 DAVIE:954-792-ROOF(7663) pad a STATE CERT.CC C033691 N.BROW:954-566-ROOF(7663) LICENSED AND INSURED S.BROW:954-981-ROOF(7663) [�,Q 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) JJ DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) • Member of 1-877-981-ROOF(7663) Better Business Bureau PROPOSAL SUBMITTED TO DATE " NE NAME -b iE ,MMA JOB NAME *To jt Ai STREET ✓o p ^} 1 03`K STREET J ! CITYI" S ZIP CITY STATE ZIP We hereby submit specification and estimate for PREP. WORK FIBERGLASS/MODIFIED Remove existing roof to a clean workable surface and Af Install# base sheet as per code. dispose of debris. C7 nstall�z� plys of ply IV figerglass felt Replace rotten sheathing at$ r foot. >(install Jn7�3"W in.save drip metal. (Plywood replaced by,suare ft.) /00 - A-104P Install mineral surface cap sheet. Install new lead flashing to all plu4i nglentstacks. &stall new 26 gauge 16"galvanized metal to all METAL valleys and tie-ins. ❑ Install# fire barrier. *xposed ❑Not Exposed / ❑ Install under layment. ❑ Install save drip metal. pe of roof to be removedXTY ❑ Install metal roof. SHINGLE TILE ❑ install# base sheet. ❑ Install# base sheet. ❑ Install in.eave drip metal. ❑ Install In.eave drip metal. ❑ Install figergla fungus resistant shingles. ❑ Install tile underlayment. L3 Mfg; Color ❑ Install 4ile in ❑ Repairs go DS n[n p/Drf 'D �'l1 wl r N( 1 1 l I"-J0 ( 04v►i I�)P�G C l 0Iv JD1 N i We herby propose to fu iisglaborand materials complete in accordance with the above recificationZJeltha sum of )tQ1 -S l-A,�4AfVX I?T ANS N _ n.[ aonara l$ �— payment to be made as follows: W OROSI T 5-()"o ( �(Ll�l v &- , METHOD OF PAYMENT A P C/0-v'11/4Afi�_, NOTE TO BUYER,GENERAL CONTRAGA R OR OWNER:Paul Bange Roofing Inc.hereby proposes to furnish the above labor and material in accordance with the above specifications.A deposit of$ is required upon acceptance and the balance as work progresses in direct ratio to work completed. Payment in full to be made upon completion otthe job. WARRANTY TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrants workmanship for a period of d v Q years,but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof,for a reasonable fee.Witihout this supemlsion or Inspection,all warranties are null and void.Warranty is transferable to new owner upon written application(subject to approval)and payment of 10%of contract price.Warranty Is contingent upon job payment In full.All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bange Roofing,Inc.will exercise reasonable care when performing the work,but cannot be held responsible in any manner for damage to driveways,sidewalks,foli- age,shrubbery,screening,septic tanks,gutters,pipes or cables,above or below ground.We will not be held responsible for water damage to the exterior or interior of the premises.CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY.We cannot assume responsibility for any damages done to the roof by other tradesmen or parties.Paul Bange Roofing,Inc.cannot be held responsible for damage done to any lumber by termhes, nter ants,or any Pir wood boring insects.Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.Paul Bangs Roofing,Inc,is authorized to do the work as specified.Payment will be made as outlined above.This proposal has the power of a contract when signed and accepted.I have read and agree to the terns and conditions as stated on the front and back of this contract. ACCEPTED Signature Print Data • r Lim �m■m■i■■■mmm■■mmm■■■■■m■m■mom■■■■■■■■smmm■m■■m■m■■mj ■■■■■■os■■smoom■■t■t■ ■■_�■■■\��■!i■■■SOMEONE ■■mNONE ■■■■■■ ■■■■■mm■■■■■■t7■■■r■■■msm■m■■mboum■■■■■■■■■momsONES ■■■; ■ss■ss■■mmmmm■■■\\■m■■■■m■:mms■■/Ism■■■■m■■mmmmmmmms ■■mm■■■■ms■■ ■\■■II■■■�■■■�■■■■■\\m■■■m■■■■o■■NONE NEON■ :■■■■■■■■■■■■s■■■!I■■■smsmfsm■■■■m►\■■mm■ss■mss■■■■; OMMEN soon mss!�ii�UH�lQE■ms�i■t1■■■■■■■■■■i■■■�.�■m■■o■■s■MEMO m; ioim!■!�lfAFEE#■al■i�mlE■■■■!#rA■��■■gym■U■■■MEN m■■mMEN ■ ■■■�ml�Ro�iRlmm�7mm■■■smmiir■■■■■m■�I�i1■m■■os■■mMEN■f It■ms■sm■■■■■■mms■■/■■■■■■■ww■ww��w�inoo■mos■■■■■■■■; '■ios!■11w ��i�swi�Ri■m■■mom■ms■■mmmm�mm■■■ommms■ssm■s� . I-100uA49 MU1.1goASgnRclOrrOp6TRUOjjjgt:$ FlOriehl BuNding Code VdItIolt 20.10 11191,•Voloetly lluurrlomto Zona Uniform P4trtili Applloalion Fomi, j III!!n spocllls roof aertontbllt GonTpnnolt(s "" and identify rmanutnoturar Foutotter 8psning forAuul►ati»aso Bits ofAitauhman(; (It a ootnporisnt Is not«sect.Identify b-4'INA,) t7sidr 1"oa Lap,it kowo,3,@ �"oo system M$uulaolurort. - !'- hrodub#Approval Na:J V �� Perlmpleei n oo 0 Lap,11 Hoots / Gorstort "nu Q Lop,1)11OVJa "uo Design Wild Pretssurep,Prom t7AO 120 m'Galoulnilonar [�rnatdt�"/ t►nrsn?t, � NuriborofFnll#anereflail tnsufatlor►ttoartl: ntnns t s� I IAU.t79slt1n Nrossnro,Yr rtjho epooltlo Prodrtot Field Porlmolor Cornor Approval ny::tonn� Illustrate eornponenta Noted and 13otslls us Eieott: Appllanbiot *Ntsyt Woodblooking,Guiiot,Edge 1t►roiluntton,Shlpetug,rtttaldng, Gonttnuous Cleat,Cant Strip,Daae plashing,Gountor• (tauge/rltlohnaset� Fleshing,Coping,Ro. fildf ntot Monti Boal Height,Parapet Height,Height of Deco Slops; pieoldntb Comnononthlatatial,Material7hlcknoso,Fasionor offsubmit Anohor/Base Sheet A No.of ply(e); t h `�Oblih at"�netqr/Oontl(rlgn Tin..� p�rJn Wj 411 �rl�i h►sulttltan ttassLayar: /"�"7 i ``pft� � Hetet)Inanlallon 8lzo and ThtolulessI i Haselnsnletlon .nor/Dondhiptl4storlait r� arorset �..__ t �•.-. His lt# Too insulation I.ttyarr. A11 , Top ittoviniton 616 and'fii[afutsser...1y� T -�- Top Insulallon�grs tlt?ohdlopffintartnl: f� Mean Root autos ahoat(a)8r No,of ky(a)t Hnlgitt Ha50 Qhsat Irastoriormantflug Maleylalt • r P 1 A�tl�ll�1S Ply 9hool(o)Ik No,01 Ply(s)t ' "/' �tlaP , ••riy about It to • TOPOVYt •• Ytt 't�1 i'nr3Te Hot n t YY.1RIt 40 '.. �QHWlt1►�StUl�t���ti�•--�611.61tJ� #r;.a� . .. . . . . . . . ... . . . ... . ... . . . . ... . . . . . . . . . . . . . .. •• . . . •• .. ... . . . ... . . CHAPTER 16,SECTION 1524 HlGH WILOC➢TY HURMOAME ZONES REQUIRED OWNERS N0711 CATIOM FOR ROOHMG OOMVIDERAVONS 1524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimurri requirements and standards of the fndustry for roofing system installations, Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space indicates fhot fhe item has been explained. V T. Aos1heffcs-Wcrk an9hlp* The workmanship provisions of Chapter 15{High-Veloclty Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and wafer intrusion performance sfondards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic Issues such as color or architectural appearance,that are not part of a zoning code should be addressed as part of the agreement between the owner � and the contractor. . Ren aiNng wood decks; When replacing roofing,the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (High-Velocity Hurricane,Zones) w of the Florida Building Coder Building. (Th-e roof deck is usually concealed prior to Removing the tl,l/Il existing roof system.) 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units (de.,townhouses,condominiums,etc.). in buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4, Exposed cellIngs: Exposed,open beam ceilings are where the underside of the roof decking-con be viewed from below. The owner may wish to maintain the architectural'appearance;therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. S. Ponding water: The current roof system and/or deck of the building may not drain Welland may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indicatlon of structural distress'and may require the review of a professional structural engineer, Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 9> ovedlow scuppers(wale outiells)a It is required that rainwater flow off so that the roof is not overloaded from a buildup of water, Perimeter/edge walls or other roof extensions may block this discharge R overflow scuppers•wall outlets}are not provided. it may be-necessory to install overflow scuppers in accordance with the requirements of:Chapters 16 and-16 herein and the Florida Building Code Plumbing, M--'L Van laUon; Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount.of attic ventilation shall not be reduced. . Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate the atfic venting,venting shall not be required. Owner's/Agent's Signature ate G Factor's re Form"-&16 age 7}we:W*A 4 i09••• SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 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: Roof System Required Sections of the Attachments Required Permit Application Form 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 1,2,3,4,6,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings .3.. 9Desiga Calculations per Section R4403, or If Applicable, RAS 127 or :RAS 128 •.4.• •Ottrer CothAdifent Notice of Acceptances 5. Municipal Permit Application • 6; Ovyn�rS NotiftcatiAn for Roofing Considerations (Re-Roofing Only) ��; 7;• AiW R@quiretl.Rtzof Testing Calculation Documentation ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Property Search Application-Miami-Dade County http://www.n ian idade.gov/propertysearch/#/report/summary r- - OFFICE OF THE PROPERTY APPRAIER Summary Report Generated On:6/26/2015 Property Information r Folio: 11-3206-017-0930 Property Address: 500 NE 103 ST - Owner EMMA C DEEDS Mailing Address 500 NE 103 ST MIAMI SHORES, FL 33138-2458- Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,047 Sq.Ft Lot Size 12,200 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $100,500 $100,500 $100,500 Land Value $263,700 __, $218,118 $193,047 Taxable Value 1 $62,578 $61,284 $58,894 School Board Building Value $121,101 $117,969 $117,969 Exemption Value $25,500 $25,500 $25,500 XF Value $0 $0 $0 Taxable Value $137,578 $136,284 $133,894 Market Value $384,801 $336,087 $311,016 City Assessed Value $163,078 $161,784 $159,394 Exemption Value $50,500 $50,500 $50,500 Benefits Information Taxable Value 1 $112,578 $111,284 $108,894 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,500 $50,500 $50,500 Cap Reduction $221,723 $174,303 $151,622 Taxable Value 1 $112,578 $111,284 $108,894 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead p O Pre� Senior Homestead Exemption $50,000 $50,000 $50,000 Sale'ous PriceORDescription Widow Exemption 1 $500 $500 $500 11/01/1987 $83,000 13490-1974 2008 and prior year sales;Qual by exam of deed Note: Not all benefits are applicable to all Taxable Values(i.e.County, School • • • • • Board,City, Wggiona•j• . • •• •. • • ••• Short Legat eeseriptioh• • • •• MIAMI SHORES SEC 4 AMD PLAT PB 15-14 • ••• ••• • • • LOTS 11 A 12 BLK 93 •• • • • LOT SIZE 100.000)(122• • • • • • • • • ••• • OR 13490-•1974•• 1•7719-1241 1187 1 The Office of the Qropaity Appiaiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade Courgy as:umes$o 94&y,s&fulllisclai;er and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp • :.0.: • • • • • • Version: ... • • • ••• • • 1 of 1 6/26/2015 12:06 PM MIAMI•DADE MIAI II-DADS COUNTY o PRODUCT CONTROL SECTION 13 805 SN 26 Street,Roan 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Munni,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) tvws.n,iamlaade.eov/economy CertainTeed Corporation 1400 Union Meeting Road,P.O.Box 1100 Blue Bell,PA 19422-0761 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Count), Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems over Wood Decks. 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 tine 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. •• 000 • • • • • •• :'his N(W-Jets Stn$rIviles NOA No.08-0410.07 and consists of pages 1 through 16. '11w suMi&ed&Anienlatiotl,was reviewed by Jorge L.Acebo. •• ••• •• • • • •• . ... ... . . . • NOA No.: 13-0204.14 Expiration Date: 06/19/18 •• MIAM!•tA4D!COUNTY ••• • p V U. , Approval Date: 05/30/13 Page 1 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Built-Up Roofing Material: Fiberglass Deck Twe• Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire 36"x 65'10"; ASTM D 4601 Asphalt coated, fiberglass reinforced base Base Sheet Roll weight: 86 lbs. Type 11 sheet. (2 squares) UL Type 15 Flirrtglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Roll Weight:78 tbs. glass fiber surfaced with mineral granules (I square) used as the top ply in conventional built-up roof membranes. Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap CoolStar Roll Weight:78 lbs. glass fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-tip roof membranes. Covered with reflective CoolStar Coating. Flintglasm Ply Sheet 36"x 1647"; ASTM D 2178 Fiberglass,asphalt impregnated ply sheet. Type IV or V1 Roll weight:40/55 Type IV or VI lbs. UL Type G1 (5 squares) Flex-l-Glas Base Sheet 36"x 98'9'; ASTM D 4601 SBS Modified,fiberglass reinforced base Roll weight:90 lbs. Type II sheet. (3 squares) UL Type 62 Flex-l-Glas FR Base 36"x 983913; ASTM D 6163 SBS Modified, fiberglass reinforced base Sheet Roll weight:90 lbs. Grade S sheet. (3 squares) Type I GlasBaseTM Base 36"x 98'9"; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight: 69 tbs. UL Type G2 (3 squares) Vja"iajnQnd;M . . 36"x 687';Roll ASTM D 1970 Self-adhering fiberglass reinforced ;Base Stet.: : weight: 78 tbs. modified bitumen base sheet . . . . . . ... . • .• • • • • • • •(2 squares) •• ••• •• • • • •• • ••• ••• • • • • NOA No.: 13-0204.14 • M NI•DADG o N rY :•• •.• Expiration Date: 06/I9/18 Approval Date: 05/30/13 Page 2 of 16 ... . . . . ... . . . . . . . . . . . . . .. •• . . . •• •• ... . . . ... . . APPROVED INSULATIONS: TABLr 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corp. ACFoani-II Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: TAnLr;3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. Dekfast Fasteners it 14& Insulation fastener SFS Intec,Inc. #15 HS 2. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2'/$"x 3 '/a" SFS Intec,Inc. Hex Plate 3. Dekfast Dekflat Round Polypropylene plate 3"x 3 '/4" SFS Intee,Inc. Plastic Lock Plate 4. 412 Standard Roofgrip& Insulation fastener for wood OMG,Inc. 414 Roofgrip and steel. 5. AccuTrac Hextra Insulation fastener for wood OMG,Inc. and steel 6. 3 in.Ribbed Galvalume Galvalume stress plate. 3"round OMG,Inc. Plate 7. AccuTrac Plate Galvalume stress plate. 3"square OMG, fnc. 8. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round OMG,Inc. 9. Trufast#12 DPH& insulation fastener for wood Altenloh,Brinck&Co. Trufast#14 HD Fastener and steel decks U.S.,Inc. 10. Trufast 3"Metal Galvalume AZ50 steel plate 3"round Altenloh,Brinck&Co. Insulation Plate U.S.,Inc. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . •• • • • • • • • NOA No.: 13-0204.14 •• MIAMI•DADE COUNTY • Expiration Date: 06/19/18 Approval Date: 05/30/13 ••• ••• • Page 3of16 . ... .. .. 000 .. .. EVIDENCE SUBMITTED: Test Aaency/Identifier Name Report Date TrinityjERD TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490.04.07-R1 06/27/07 TAS 117(B)/ASTM D6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D4601 040050.09.12-1 09/28/12 ASTM D3909 C44200.03.13 03/22/13 ASTM D1970 040050.09.12-2 09/28/12 Momentum Technologies,Lie. ASTM D 4601 AX31 G8D 09/05/08 ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8A1.AM 03/23/96 FMRC 4454 J.1.OD3A3.AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.T. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 PRI Construction Materials ASTM D2178 CTC-122-02-01 03/I3/12 Technologies LLC ASTM D2178 CTC-123-02-01 03/13/12 ASTM D6163 CTC-066-02-01 08/09/11 ASTM D4601 CTC-127-02-01 03/13/12 .. ... .. . . . .. . ... ... . . . •• • • • • • • • • MOA No.: 13-0204.14 •• MRMIOAD COUNTY ••• Expiration Date: 06/19/18 •� u Approval Date: 05/30/13 ... . • • ... . . Page 4 of 16 . . . . V: . . . . ... . .. .. . . . .. .. ... . Deck Type 1: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank attached using approved nails spaced 4" o.c.at wood joists spaced maximum 24"o.c. System Type E(3): Base sheet mechanically attached. Base Sheet: All Weather/Empire Base Sheet,G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with I 1 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet8"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a frill mopping of approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 300 Ib./sq,respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -60 psf(See General Limitation#7) .. ... . . . . . .. see . .. . . . . ... . • . .• • • NOA No.: 13-0204.14 AMI-DAO COU TY ••• ••• Expiration Date: 06/19/18 •� + Approval Date: 05/30/13 ••• • • • • ••• • • Page 15 of 16 • • • • • • • • • • • •• •• • • • •• •• WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a fate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 Ibf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific systern. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attaclunent and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) • •! Ufa. Al procudsis�dhaeui shall have a quality assurance audit in accordance with the Florida •• E4:1(ong Qa*gnRu%9N-3 of the Florida Administrative Code. •• '°• •• • • • •END OF THIS ACCEPTANCE . ... ... . . . •• • • • • • •• NOA No.: 13-0204.14 • MI I•DAD cou rr ••• • Expiration Date: 06/19/18 •••� Approval Date: 05/30/13 ••• • • • • •.• • • Page 16 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fiber or wood fiber,any thickness. Base Sheet:Type G2"Glasbase"base sheet. Ply Sheets:Two to three layers of Type GI "Flintglas"ply sheet or Type G-2"Glasbase"base sheet. Surfacing.Gravel or slag. 7. Deck:C-15132 Incline:3 Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polyisocyanurate,perlite,glass fiber or wood fiber,any thickness. Membrane;Three or four layers of Type G1 "FlIntglas"ply sheet. Surfacing:Gravel or slag. 8. peck:0-15!32 incline: 1 Vapor Retarder(Optional):Type G2"Glasbaso"or UL Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polyisocyanurate,perlite,glass fiber or wood fiber. Base Sheet:One layer Type G2"Glasbase Base Sheet". Ply Shoals,Two layers Type G1"Flintglas Ply Sheer'. Cap Sheet:One layer Type G3"Flintglas Cap Sheer'. 0. peck;NC Inoline:112 insulation(Optional):One or more layers or combination of the following:Johns Manville"ENRGY 3", potyisocyanurate,perlite,glass fiber or wood fiber,any thickness. Base Sheet:Two layers Type G2"Glasbase Base Sheet"or two layers Type G1 "Flintglas Ply Sheet". Surfacing:Type G3"Flintglas Cap Sheet". 10. peck:C-16/16" Incline: 112 'All joints blocked. Insulation(Optional):One or more layers polyisocyanurate,2 In.min,wood fiber,1 in.min,perlite,3/4 In. inin,glass fiber,15116 In.min. Base Sheet;Two layers Type 02"Glasbase Base Sheer°or two layers Type G1 "Flintglas Ply Sheet'. Surfacing:Type G3"Flintglas Cap Sheer'. i L peck: C-16132 incline: 3 Insulation(Optional): Any thickness,one or more layers or combinations(optional of"Hy-Therin AP", "Hy Therm TAPERED" ,"Hy-Therm COMPOSITE","Colo-Thorm""HY-Tec(Energy-1-0k)"."TRI-Star",wood fiber or glass fiber,mechanically fastened or hot mopped. Base Sheat: Type 15 asphalt organic felt,or"Glassbase Base Sheet",nailed or hot mopped. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt,"Flintglas Type VI Premium Ply Sheer', "Flintglas Type IV Ply Sheet",hot mopped. Surfacing: Gravel or slag. 12. Deck; NC Incline: 2 Insulation(Optional): Any thlcknoss,ono or more layers or combinations(optional)of"Hy-Therm AP", "Hy-Therm TAPERED","Hy-Therm COMPOSITE","Celo-Therm","HY Tec(Energy-LOK)",wood fiber or glass fiber,mechanically fastened or hot mopped. Base Sheet: Type G2"Glassbase Base Sheet",Type G1 "Flintglas Type VI Premium Ply Sheet"or "Flintglas Type IV Ply Sheet". Ply Shoot: Min one piy Type G1,"Flintglas Type VI Premium Ply Sheet"or"Flintglas Type IV Ply Sheer', hot mopped. Surfacing: Type G3 cap sheet,"Flintglas Cap Sheet",hot mopped. Class D 1. Dock;C-15132 Incline:1/2 Base Sheet:Two layers Type 15"All Weather/Empire Base Sheer'. Surfacing:Type G3"Fiintglas Cap Sheet". ••2. •Uec&-Lie/32 : ••• incline:3/4 • Awrr keUrlei phonal):Type G2"Glasbaso"or UL Classified vapor retarder. ..' .Asdla4A(Ap4o&l) One or more layers or combination of the following:Polyisocyanurate,perlite,glass fiber or wood fiber. Base Sheet.One layer Type 02"Glasbase Base Sheer'. •• • • Ply ghf o .Qne Iaye:TW%G1"Flintglas Ply Sheer'. • • • • •• • • • • • opytigl• • • C10nli?UM.,, itus Laboratories Inc. •• • • • •••• ••• • • ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •