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RF-15-2231 e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246101 Permit Number: RF-9-15-2231 Scheduled Inspection Date: October 22, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: BACH, STEVEN Work Classification: Repair Roof Job Address:9304 NE 5 Avenue Miami Shores, FL Phone Number (305)754-2705 Parcel Number 1132060140420 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: (954)981-7663 Building Department Comments REPAIR-WILL REPAIR OVER THE AFFECTED AREA 15' Infractio Passed Comments CRICKET. INSPECTOR COMMENTS False ,inspector Comments Passed Er CREATED AS REINSPECTION FOR INSP-242670. No ladder/permit -7 jam. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 21, 2015 For Inspections please call: (305)762-4949 Page 24 of 55 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246101 Permit Number: RF-9-15-2231 Scheduled Inspection Date: October 22, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: BACH, STEVEN Work Classification: Repair Roof Job Address:9304 NE 5 Avenue Miami Shores, FL Phone Number (305)754-2705 Parcel Number 1132060140420 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: (954)981-7663 Building Department Comments REPAIR-WILL REPAIR OVER THE AFFECTED AREA 15' Infractio Passed Comments CRICKET. INSPECTOR COMMENTS False Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP-242670. No ladder/permit Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 21,2015 For Inspections please call: (305)762-4949 Page 24 of 55 edera Phone 954-784-2941 800-848-1919 8 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Dated: Wednesday, October 14, 2015 Order Number 15-PBR-248 Paul Bange Roofing, Inc, 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Bach Residence 9304 NE 5th Avenue Miami Shores, FL 33138 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 October 13, 2015 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the repaired area of roof tiles for the residence at the above referenced project. The subject roof consisted of S-Shaped Concrete Tile Foam Set. Our field engineer visited the site and conducted 9 uplift tests on the repaired area of roof tiles only. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. All test areas of the repaired roof tiles were found to be in compliance with the uplift requirements of TAS-106. 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, Keith LeBlanc, P.E. / Federal Engineering&Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation N 12 FLAT F 9 5 8 i I Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc, Project: Proposed Roof: Bach Residence Test: TAS-106 Tile Uplift Test Project Address: 9304 NE 5th Avenue (Test location sketch is not to scale) Miami Shores, FL 33138 # PF-9 Job Address Q-1 NG bl �J�; Permit - S Complete the re-nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing Affidavit I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby cer ' th the e go p e ental fasteners have satisfied the requirement of table 201.1 (8d roluni ead in C. ) �_ ei 's Signature Date Print Certifier's Name �� ssioNFXMF0 8.206 P Z _ Sworn to and subscribed before me this--�J_day of 'S,e-,D Per lly known to me or or produced TD 119� 1.Ib� 8onded�� :• wa Seal `s 99 :ryPublic�°d. Notary Pub ' , State o lorida(signature) s/z1*1V8L 99s�W Complete econdary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit X am a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced 1D Seal Notary Public, State of Florida(signature) wY 'iYl' i v��\ ,y Miami Shores Village �t t111 lype., 10050 N.E.2nd Avenue NE RElpa1T Rte; Miami Shores,FL 33138-0000 Phone: (305)795-2204 p$"Wt iia AP 0"P tpRlDA Expiration: 03/0°12016 F.. 04 0 '5 Project Address Parcel Number Applicant 9304 NE 5 Avenue 1132060140420 Miami Shores, FL Block: Lot: STEVEN BACH Owner Information Address Phone Cell STEVEN BACH 9304 NE 5 AVE (305)754-2705 MIAMI SHORES FL 33138-2840 Contractor(s) Phone Cell Phone $ 3,675.00 Valuation: PAUL BANGE ROOFING, INC. 305/981-7663 Total Sq Feet: 37.53 Type of Work:Repair Available Inspections: Additional Info:REPAIR-WILL REPAIR OVER THE AFFECT Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# RF-9-15-56919 DBPR Fee $2.00 09/03/2015 Check#: 1608 $79.65 $50.00 DCA Fee $2.00 Education Surcharge $0.80 09/01/2015 Check#: 1596 $50.00 $0.00 Permit Fee-Repairs $110.25 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.65 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 ELECT AL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFI VIT: certi t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio an ni erm r above-named contractor to do the work stated. September 03, 2015 ut oozed Sidnaturg.6wn6rpplicant / Contractor / Agent Date WWilding Departmen/ Copy September 03, 2015 1 l Miami Shores Village Building Department SEP 01 2015 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 201 BUILDING Master Permit No. (21 (-t5 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP ' 1 ++ //�� CONTRACTOR DRAWINGS JOB ADDRESS:G 30"1 ,��14 C 5 N\1 E- City: Miami Shores '' County: Miami Dade Zip: Folio/Parcel#: It- 31U U -O 1`\\�— O y 2 Is the Building Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type:Rexo 6�_Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 5I e.y&n J . 160.611 Phone#: 30 --159- 20 OS- Address: q 3() i�, +��U L. �9 City: M I kyll) S y I a1reS State: S- Zip: 3 Tenant/Lessee Name: Phone#: Email: ! — CONTRACTOR:Company Name:?0-U 1 136-n C1 t' 1� �)10 G Phone#: GA Address: T S L'. ' 2 }�� a C e. City: V k�l ( �;. State: Zip: n� Qualifier Name: C Phone#:61 ) l State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: z Phone#: Address: City: State: Zip: (�`7�j CE' Footage of Work: e'2-7 . 3 Value of Work for this Permit:$ 3, Type of Work: ❑ Addition ❑ Alteration ❑ New nd Repair/ReplaceEl Demolition Description of Work. R 2UC�\12. l�j� t�P -1 (F� V cV" `��e, CC�c(� PP� (+vim, 15' crtcKel Specify color of color tthhru tile: `� 3 Submittal Fee$ �J�' ' Permit Fee$ j ,� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ _ TOTAL FEE NOW DUE$ —1 ' (Revised 02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Z 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 ottac t. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o c seven (7) days after the building permit is issued. In the absenc such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTO LI---", The foregoing instrument was acknowledged before me this The regoing instrument was acknowledged before me this — I Ci—day of 20� , by `_day of 20 1 by V ,who is personally known to l 1 �-end who i ersonally kno to me or o has produc d V t 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: ��,,A5G1NiiBdYlYlir�� ..........oih�,sig '+mss C • � Signign: s_ Print: t: �• "VY—� lit. Seal: ?p' #EE 177832 ;p gF_E 177832 ,o3ea1: � •''� Bonded .• ` ••:3 �nded�N. 'OQ� n �N'�'.•��'� v9` h publicUnCe"'.•(•�,\�� 0 z BIIC,�S1 A��o �'°fi S APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ♦S �RESLi Miami Shores Village NINEBuilding Department r 10050 N.E.2nd Avenue r' p�t Miami Shores, Florida 33138 �LORIpp Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT I licensed as a (n)Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature 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. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large *General,Building,Residential,or Roofing Contractors or any individual certified 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 SNORES z L,� Miami shores Village Bo, J_ Building Department .,o�� 10050 N.E.2nd Avenue �NTes�esg Miami Shores, Florida 33138 I0 57t 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: '-5k\;e,0 J . Rcx C.1/l_ Property Address: 4304 Roofing Permit Number: Dear Building Official: I J�ev� J ; 3C,C..ln certify that I am not required to retrofit the roof to wall connections of my building because: /i 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 cons ed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition offt Sout Florida Building Code (1994 SFBC) 9�V701vj- . 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 propert , Sworn to and subscribed before me this �( day of •p4,%, Ncam•. p�Q'�•� Notary Public, Sate of Florida at 1 ge i*: • 632 • When the just valuation of the structure for purpose o i is equal to or more than$300,000.00,and the building was not constr'� SFBC.Then you must provide a building application from a General contractor for the Roof to wall connection Hurricane Mitigation. �,f11lI 11j+j \ Revised on 5/21/2009 8/18/2015 Property Search Application-Miami-Dade County 11 • OFFICE Summary Report Generated On:8/18/2015 Property Information Folio: 11-3206-014-0420 e Property Address: 9304 NE 5 AVE IMI RES t .. Owner STEVEN J BACH&W MARIAN r - Mailing Address 9304 NE 5 AVE MIAMI SHORES,FL 33138-2840 Primary Zone 1100 SGL FAMILY-2301-2500 SQ , Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,275 Sq.Ft W. Living Area 2,617 Sq.Ft Adjusted Area 2,801 Sq.Ft Lot Size 13,440 Sq.Ft Year Built 1946 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $50,000 Land Value $322,556 $282,369 $249,584 Taxable Value 1 $149,0351 $147,4561 $144,538 Building Value $198,917 $193,976 $194,383 School Board XF Value $15,899 $16,045 $16,192 Exemption Value $25,000 $25,000 $25,000 Market Value 1 $537,372 $492,390 $460,159 Taxable Value 1 $174,035 $172,456 $169,538 Assessed Value 1 $199,035 $197,456 $194,538 City Exemption Value 1 $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $149,035 $147,456 $144,538 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $338,337 $294,934 $265,621 Taxable Value 1 $149,035 $147,456 $144,538 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Price OR Book- Board,City,Regional). Sale Page Qualification Description 03/01/1975 $75,000 00000- 2008 and prior year sales;Qual by exam Short Legal Description 00000 of deed MIAMI SHORES SEC 2 PB 10-37 07/01/1973 $68,500 00000- 2008 and prior year sales;Qual by exam LOT 23&24 BLK 51 00000 of deed LOT SIZE 105.000 X 128 CF 75R-49264 10/01/1971 $50,000 00000- 2008 and prior year sales;Qual by exam 00000 of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ��, s •�s38qa BROW:954-981-ROOF(7663) "Plica � ,QP, DADS:305-981-ROOF(7663) FAX:954-964-ROOF(7663) ( .. 1-877-981-ROOF(7663) . � 1'W 7000 S.W.21 ST PLACECDpDgdC STATE CERT. CC C033691 DAVIE,FLORIDA 33317 LICENSED AND INSURED PROPOSAL SUBMITTED TO DATE (3, ? /c PHONE • SO 7 J NAME JOB NAME 8a� STREET 30 �' STREET CITYSTATE ZIP CITY STATE ZIP s 3!3 We hereby submit specification and estimate for t fe' c 04 o V clr -A1c cricKe-�- 6q {1�C.oSSct r U , q- �ltS-�a�0 S� f- (�aSG SL(ee Iry n+ 6,- xa� 11_ er �-r� p %r'eDa i red arca ti i 4-k GOU 5'G 5 GO S r`5 Q a S r0. ru 0.r�G e o er5 a (' Gervt e.N / -7- ravtU 4 G e� ose015_ .`G Ov" d Vca a ra bh . E3-- :]�:AS ` IG S `Vl OVEQ Q8ke-5r\/C q - cAe-QK all brI`s avid de-I5' 'crd . - 1 We hereby pro to furnish labor a d ma s complete in accordance with the above specifications for the sum of 1 h(ee `�-�i0os-1 ptcl s oars $ -s•00 )payment to be made as follows: METHOD OF PAYMENT: -Sri( CN G►^ �Y�1 �fp LKe NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER: Paul Bange Roofing Inc.hereby proposes to furnish the aeove labor and material in accordance with the above specifications.A deposit of$ �:� is required upon acceptance and the balance as work progresses indirect ratio to work completed. Payment in full to be made upon completion of the job. WARRANTY TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrants workmanship for a period of 611d years,but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision 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,foliage,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 tradesmen or parties. Paul Bange Roofing,Inc.cannot be held responsible for damage done to any lumber by termites,car nt r ants,or any other wood boring insects. Such wood will be at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL. Authorized Signature CEPTANCE OF PROPOSAL The above prices,specifications and conditions are sa' actory and a hereby accepted.Paul Barge Roofing,Inc.is authorized to do thew s specified.Payments will be made as outlined above.This proposal has the wer of a contract when signed and accepted.I have read and agree to the terms and conditions as stated on the front and back of this contract. _ ACCEPTED Signature r Print l Date O -� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES i SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) liigh-Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE GIT ;EP 0 12015 COMPLETE THE NECESSARY SECTIONS OF _ .. ... THE UNIFORM ROOFING PERMIT COP APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Li I \ _ Low Slope Application A,B,C 1,2,3,4,5,6,7 n < Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 LL -- 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 c j Wood Shingles and Shakes A,B,D 1,2,4IL ,5,6,7 i ther As Applicable 1,2,3,4,5,6,7 i ATTACHMENTS REQUIRED: •••�•• ...:. 1. Fire Directory Listing Page .... .... .... 2. From Product Approval: ...... •;••• Front Page ..•..• ;0000• ..... 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 of Product Approval 5. Municipal Permit Application S. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof TestinglCalculation Documentation FLORIDA BUILDING CODE 8th Edition (2614)--BUILDING 5.31 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone-Uniform Permit Application Form Sgetion A Lien®ral Master Permit No, Q Pr ocess No. Contractor's Name 901 Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adheslve Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes❑ NoLl ROOFTYPE Type: Natural❑ LPGX❑ ❑ New Roof ❑ Re-Roofing ❑ Recovering p(Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) to '-73,0 a.6 .40fid 3 7-5-3 A' Section B (ft0f plan) Sketch Roof Plan:-illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include. dimensions of sections and levels, clea*asrly onparapets, Identity dimensions o#elevated pressure calocation and orad of � • • .... . �: .... . __IM- : qUT .... - •.. 9` - =_11T,�..;. 777 1 • - � "Q,,, i t.. . rV 1 ` - I -- ---------- : , -------------- ,: _ - - - Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof SYetem) Fill In Specific Roof Assembly Components fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component Is not used,Identify 'NAS Feld:-1"oc a Lap,#Rowe.�,Q.�'oc System Manufacturer.lft) Q '��l y1 � Perimeter: "oc @ Lap,#Rows�.(c�..=L"oc NOA No.: t "I LJ - Comer._�_'occ@ Lap,#Rows'a-a_�_"oc Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmax1:"47 ss Pmax2:_-]Oja Pmax3:- ' Board Max.Design Pressure,From the Spedflc mock System:, Sit�`� Field Perimeter Comer . Deck. '1 a6„i Illustrate Components Noted and Type: 11 sd Details as Applicable: Woodblocking, Gutter, Edge Termination, Gauge/Thldmess:_ Stripping, Flashing, Continuous Cleat, Cant Slope: 1, Strip, Base Flashing, Counter- Flashing, Coping,Etc. Anchor/Base Sheet&No.of PIy(s): tffl indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Ar} a he t Fa ten dB n ghat rfal: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Insulation Base Layer Y Al� Base Insulation Size and Thickness: Base Insulation Fastener/Banding Material: Top Insulation Layer. FT. Top Insulation Size and Thickness: N -- Parapet Top insulation Fastener/Bonding Material:�I r1 ' HeiS1 Base Shset(s)&No.of Ply(s): �/J� • Base Sheet Fastener/Bonding Material: �� • • �,� .. Roof.... ..... Ply Sheet(s).&No.of Ply(s):_ • . ..� HeiQiit•.: .•... Ply Sheet Fastener/Bonding Material: lv Y Y•• •• Top Piy " mFe .•. :...,: Top Ply Fas enerl Bonding Material: C�Uc • Surfacing:. Z!A - Owner's Notification Form HVHZ 2010 MI® "Delivering Excellence Every Clay" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Cote, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the ite has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed a rt of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida ding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or r should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pene rations of the underside of the decking may not be acceptable. The owner provides the option of aining this appearance. 5. Pondin water: The current roofs stem and/or deck of the building ma Xtot drain, C%0000 •• d m g Y g Y ��1.an may..... cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an it dhtlt;)n of st,Iuelural •• /f w• • ♦ f11/1f distress and may require the review of a professional structural engineer. Ponding maj�S1-tojen the fi.e • expectancy and performance of the new roofing system. Ponding conditions may not bo-evident "Lthe orlAttlAt • r*.- g system is removed. Ponding conditions should be corrected. "•' `••' "••"' ...... . . ..... 6. Overflow scuppers (wall outlets): It is required that rainwater flow off 0114111 the rdof is not ""•;• /11w1f w • overloaded from a build up of water. Perimeter/edge walls or other roof extensions inky ;lack tWs dischargc,if,;. w overflow scuppers (wall outlets) are not provided. It may be necessary to install overt o�yvuppers11winf1accor q wi the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Ptumbing. •4•:0: • 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, des ne by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be r ' d. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: MIAMI-DARE D11AMI-DADS COUNTY LTAMM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTAIEN'T OF REGULATORY AND FCONO,MIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) ii•ww.miamidade.aov/econonH,. Johns Manville Corporation 71717th Sheet Denver,CO 80202 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(AI-IJ). 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 County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ."". . . 0000 0000.. This product is approved as described herein,and has been designed to comply with the"PlorlUa Building. • Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000.. 0000 0000.0 0000.. DESCRIPTION: Johns Manville APP Modified Bitumen Roofing Systems Over 0WI.DeckS••0.0 • 0000 0000 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or�lgg,,city stabar�i d P .Q 4a 0000.. following statement: "Miami-Dade County Product Control Approved", unless otherwj,T,gatg:d herein.. 0• RENEWAL of this NOA shall be considered after a renewal application has been filed anq there I00aS•bae�r 0 no change in the applicable building code negatively affecting the performance of thisluduCt. 0 ... :6090: . . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 12-0123.06 and consists of pages I through 15. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-0129.03 MIAMMADECOUNTY Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 1 of 15 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Materials: APP Deck Type: Wood Maximum Design Pressure -52.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description JM APP Base 39-3/8"x 48' ASTM D 6509 APP modified asphalt,fiberglass reinforced,smooth surfaced base sheet. APPeX 4S 39-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester Type] reinforced,smooth surfaced membrane Grade S for use as a Base and/or Ply Sheet only. APPeX 4.5M 39-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester Type I reinforced,mineral surfaced membrane. Grade G APPeX 4.5M FR 39-3/8"x 34' ASTM D 6222 APP modified asphalti polyester • . 0000 0000.. Type 1 reinforced,fire-retardagLiubieral jurfaied • Grade G membrane. 0 0 0.0. 0.:..* 0000.. Tricor MER 39-3/8"x 34' ASTM D 6223 APP modified asphalt,pWyester/glass. ;••••; reinforced,granule surfaced membrave.' 0000.0 . • 0000. Tricor S 39-3/8"x 34' ASTM D 6223 APP modified asphalt'ec4yester/grass reinforced,smooth sulfat1d2nembrane • for use as a Base and/or Pty Shei:�QylV. •••••• .0. 00000.. PermaPly 28 36' x 106; ASTM D 4601 Type 1I asphalt impregAAted and cgSte0•: • 72 ib.roll glass fiber base sheet 00 Ventsulation 36"x 36' ASTM D 4897 Heavy duty fiber glass base sheet Type It impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. GlasBase Plus 36"x 106' ASTM D 4601 Type 11 SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. NOA No.: 13.0129.03 WMAMMADECOUNTYM Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 2 of 15 APPROVED INSULATIONS: TABL>:2 Product Name Product Description Manufacturer (With Current NOA) ENRGY 3, ENRGY 3 25 PSI lsocyanurate Insulation. Johns Manville Fesco Foam,DuraFoam Isocyanurate Insulation with perlite facer. Johns Manville Retro-Fit Board,DuraBoard High-density perlite roof insulation. Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Structodek®High Density Fiber High Density Fiber Board. Blue Ridge Fiber Board, Board Roof Insulation Inc. APPROVED FASTENERS: TABLF.3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. UltraFast Fasteners Insulation fastener for wood Various Johns Manville and steel. 2. UltraFast ASAP Pre-assembled Insulation Various '..jAls Malwillg, • fastener and plate •••••• '•:••' ••••:• 3. UltraFast 3"Round Metal Galvalume AZ55 steel plate 3"round& .jglvis Manvlye. Plate or Square Recessed 3"square *0 0*•0 '.... ..... Metal Plate ...... . . ..... .. .. . ...... 4. #12 Standard Roofgrip Insulation fastener Various :":�:OMG ' . • . • ...... 5. ASAP Roofgrip Pre-assembled Insulation Various : .'.OMG* :....: fastener and plate • • 6. 3" Round Metal Plate or Galvalume AZ50 steel plate 3"round OMG Flat Bottom Metal Plate &3"square 7. Tru-Fast HD Fastener Insulation fastener for steel Various Altenloh,Brinck& (#14) and wood decks Co. U.S., Inc. 8. Tru-Fast 3"Metal Galvalume AZ55 steel plate 3" round Altenloh,Brinck& Insulation Plate Co. U.S.,Inc. NOA No.: 13-0129.03 MIAMFDADECOUNTY Expiration Date: 06/14/16 �FjVVX9Tj41j Approval Date: 06/06/13 Page 3 of 15 EVIDENCE SUBMITTED: Test Aaency Test Identifier Description Date Factory Mutual Research Corp. J.I.OXOA9.AM 4470 03/25/94 J.I.OW6A2.AM 4470 02/05/93 J.I.OX7A4.AM 4470 08/26/93 J.1.3001482 4470 08/11/98 J.1.3002823 4470 04/01/99 J.1.3003468 4450 02/02/00 J.1.3007148 4470 04/19/00 3009499 4470 04/04/01 3011248 4450 11/01/02 3012974 4470 06/03/02 Underwriters Laboratories,Inc. R10167 UL 790 05/27/13 Exterior Research&Design,LLC #4361-2.04.97-1 TAS 114(J) 04/15/97 10390A.12.97-1 TAS 114(J) 12/15/97 10390A.10.97-1 TAS 114(J) 10/15/97 10391.01.03 TAS 114(J) 01/29/03 PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/136222 05/01/13 JMC-054-02-01 ASTM D5147/D6223 06/04/12 JMC-055-02-01 ASTM D 6509 05/29117. JMC-070-02-01 ASTM D 2178 TYPEk • 04/1Wff ••. JMC-071-02-01 ASTM D 2178 TYPE.VL... 04/171U' ••••;• JMC-072-02-02 ASTM D 4601 ...%. 06/04/1.2 . JMC-074-02-01 ASTM D 4897 •••• 0411 WA14 :•••• JMC-093-02-01 ASTM D 4601 ....• 0000*• •« ••• ...... . . ..... •.•.«• .. .. . ...... ••..% NOA No.: 13-0129.03 C�Fmvvwqrjapm ECOUPITY Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 4 of 15 Membrane Type: APP Deck Type H: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: (Option#I) One ply of JM APP Base,PermaPly 28,Glasbase Plus or Ventsulation mechanically fastened to the deck with JM UltraFast,OMG Roofgrip or Tru-Fast metal plates and fasteners at a 4" side lap 12"ox.and two rows staggered in the center of the sheet 18"o.c. (Mariutuut Design Pressure—45 psf,See General Limitation#9.) Opti�aneously inimurn two plies JM PermaPly 2 or Ventsulation su fastened to the deck appe an fastened with approved roofing nails and tin caps 9"o.c.at the lap and two rows staggered in the center of the sheet 12" o.c. (Maxinutnr Design Pressure—52.5 psf,See General Limitation#7.) (Option #3)Minimum two plies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck with JM Ultrafast fasteners and Metal Plates spaced 9"o.c. in a 4" lap and 12"o.c. in two staggered rows in the center of the 0000 sheet. • 0000 000000 (Maxiuu nt Design Pressure—52.5 psf,See General Llmitatibm.P7.1 .. •• 000000 0000 0000.. Ply Sheet: (Optional)One or more plies of JM APP Base or APPeX 4S lrU:►ded to baje , sheet while maintaining 4"side laps and 6"end laps. 0000 90 0000 0000 0000 0000• Membrane: One or more plies of APPeX 4.5M or APPeX 4.5M FR heat Nvoldedwhile. 0000.' maintaining 4"side laps and 6"end laps. •• 0000..•• ••+••+ 000000 • • it Surfacing: (Optional)Install one of the following for all systems that do not ackieve ++••:. .Y* ... acceptable fire ratings through the use of FR membrane sheet$.Apq jcoatitig,listed below,used as a surfacing,must be listed within a current NOA* 1. 400 lb./sq.gravel or 300 Ib./sq.slag in a flood coat of approved mopping asphalt at a rate of 60 Ib./sq. 2. Karnak 97,Karnak 97 AF,Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, Grundy AL MB aluminum coating at a rate of 1-1/2 gal/sq. Monsey Aquabrite,Gardner asphalt emulsion,APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 2%2 gal/sq.or APOC 212 Aluminum Roof Coating at 3 gal/sq. 3. Grundy 20 F asphalt emulsion,Endure Asphalt Emulsion,APOC 302 or 302 AF applied at 2%gal/sq.with optional 601bs./sq. of roofing granules embedded in wet coating. Maximum Design Pressure: See Fastening Options NOA No.: 13-0129.03 MIAWD"ECOUNTYM Expiration Date: 06/14/16 • Approval Date: 06/06/13 Page 14 of 15 WOOD DECK SYSTEM LIMITATIONS: I 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 rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows,one at each 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 sliall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attaclunent 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 2751bf. insulation attaclunent 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 system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize(lie withdrawal resistance value taken from Testing Application Standards TAS 10&aud calculations in compliance with Roofing Application Standard RAS 117. •••••• •••••• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure reoreitlents pf jheje •, areas. Fastener densities shall be increased for both insulation and base slieelUe calculAfleti'in compliance with Roofing Application Standard RAS 117. Calculations prepare**i&*ned andealed •••. 00* by a Florida registered Professional Engineer, Registered Architect, or Registel•CdAdof Ca Vii1tpit ••• (When this limitation is specifically referred within this NOA, General LigWation #9 will got be applicable.) ***Go* :•'••' ...... 8. All attachment and sizing of perimeter nailels, metal profile,and/or flashing ter:phi j kVi designs• • shall conform to Roofing Application Standard RAS 1 I 1 and applicable wind loltd rcgbirem(llts,.;. •••••• 9. The maximum designed pressure limitation listed shall be applicable to all roof kesshe zon6s(i.e. ...... field,perimeters,and corners). Neither rational analysis,nor extrapolation shall ge pei mitted to; • 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.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0129.03 MIAMMADE COUNTY Expiration Date: 06/14/16 �FaVV.jPrjq'!j Approval Date: 06/06/13 Page 15 of 15 2009'1100F NG MATE IIALS AND SYSTEMS DIR .GiOW kOOr COVGRiNCi 119ATEHIALB(TEVF) Boor.COVPIiIN(i G9A7GH1ALS•(TFVT) 321 ` = y Roofing Systduis('l'G17U)--Con1hwed ROO&%Systatns(T•GpU)-Cottjltitted iiit&il: APOC."302"or"302AF Asphalt Emulsion",2 gal/sq. Base Sheet: ltvo pltest.Tirntal'ly 28"or"GlasBase"tlype G2). :... ng: 1S fl ,Gardner"Blastongeric•Roof Coaling';21/2 gal/sq. Meutbrane: "APPex 5S",1`APPeX•4S";:BIcor S';"lticor 5;`APPeX t}tti��Sj,12 Ihdtne:•See Below 4.51W,.Moof•Aefender AT'P Cap Sheet","APPeXX5M FR","APPeX - [2s11 is; MO Y',.!'ENRGY 3"or any UL Classified polylsocyanu-• 18W,"Dibiten Poly/4,-"Dibiten Poly/.5';'Dibiten Poly/4.5 Grams- min,with joints in lnsulatiosroffset 6 ht:wlth th`b joints In-. lar","Dibiten Poly 45121;',heat fuse8. _.•. Coating: Grundy r20-V Asphalt Pmulslon",3 gal/sq or"Fibrated li)slitiofi: "Pesco"oc Duraltoard",':Retro4lft Board';"Fiber Glass 'lbpgard Type B",3 gal/sq.= PSI(nssp(allon":orany ULClassified wood fiber,glass fiber oepertite,. =Surfacing: Roofing granliles,'60lbs/sq. If;.6}-mitt. ;.• 33. Deck:NC Incline:I St%ti 1tvo.yttes•`1'e"rmap)y 28'Nor"GlasBase"elyp�e G2). Insulation: eD�rraBoard", 'Pesm"•o;"Durailaard","Retro-Flt Board'; 4 iltgh; APPeX 5S, APPeX 4S", 'Bicor 9, "fi;Icor u,, APPeX Tesco Foam', IINRGY Y' "Fiber Glass Roof Instdatiah"or any M, hall jtRoof pefender APE Cep.Sheet,"APPeX 4.5K W,.mAPPeX Classified pofyisocyanurald;:urethane, perlite/urethane composite, ;•i i ,' 4(�lenPoly/4","DIbiten Voly/5,"Dibiten Poly/4a Gratin- perlite/polyisocyanttrate composite,glass fiber,perlite or wood fiber, .'�• �b(tea)'oly 4.5 FR'.,heat fused. any thickness or polystyrene(any thickness)covered with 1/Z in,Wn fliJirtng:e)Gntndy"al MB Aluminum Roof Coating",2(b?gal/sq perlite. }' fEll dine);b)ldonsey"Pro Grade Aluminum Roof Coatin ',2 Base Sheet:. Type G2 or"APP Base.". )sq(! td•incBne);c)Kerpak"No.97 AP Alumintim Roof oat- Membrane: "APPeX 53,"APPeX 45;"Blcor S,"TYlcor S, APreX 3"f 1Yantak"No.97 Vibrated Aluminum Roof,Ctiathtg",2 gal/sq 180",.•Dibiten Poly/4","Dibitenyoly/5",heat fissed. 11$�'iilil(ae). Su;facing: Henry"307",M gal/sq. ' I'36'a1. Ve Gl or G2,one or.ttvo plies mechatycalty failened or; �4.,Decir•NC I", a sed" f• "'APP " •.. ' .. ' Instil�f(otr-(Optional):.- "Dhhta)IOard'i :`FESCO'' OF•'DUndllOard", ••� iAi' ase• , I "1 „ , , , •I I }�.. iaitne= "APPeX 45,\4 FR"i"'ticor M FR,"Dibiten Poly,4b PR",: petro Pit board', 1 esco Foam, 7S0 3', 71NRGY 3 , Trber Glass !�u}ed'Jslplace. Roof•Insulation" or.any UL Classified potylsocyanprate, {urethane, 15/3L . Incline:I , perlite/urethanecomposjte,perilie/polylsocyanurate composite,glass s;;;.• �u Bpard:• Gypstun tvallboaid,0.463 in.thick min,Joints to the' fiber,perlite or wood fiber,any thickness or polystrene(any thickness) f•t f' yd offset 6 in.vdth joints in deck, covered with 1/2 in.min pezUte. ` 1 1f m.- o a G2,uwchanlcally fastened or hot mopped. Base Sheer a lype G2 ory'APP•Uaser'." " C •" 1. ' Membxanet Al PeX 5S, APPeX 4S- Blcor S" "Mcor W, APPeX y4t4.PeX 4.alvf FR,'Me-or M FR, Dibiten Pnly 4.5 FR,• , 4.5M',"Roof Defender APP Cap Sheer,"APPeX 4hM FIV,"APPeX , g InciLtet 1/2 180,"Dibiten Poly/4","Dlbitdn Po1y/5,-"Dlb)tM Poly/4.5 Gmnu- gt; Any UL Classified polyisocyarturate,1-1/2 in.thick mint, lar"•,"Dibiten Poly 45 FR!',.heat fused. ; t;�i jnsulation offset 6 in.with joints in deck. Surfacing:.Gntndy"201'-AF"st;8 gbl/Sq. ' 1rlloat +"Pesco"or"Duraboard°3/4 in. tld* min or any UL 35. Decks NC •- •.Incline:l - ppi iBig,3/4 in.thick rntn., Insulation(Optional): Any'dilckness,one•or more la era UL Classi- ' €Sit One or more,p)ies,'TeumaPly 7.8"or"GlasBase"(Type fled perlife, wood fiber, labs•• fiber, t polylsocyanurate, J dd islt}h>ntcally fastened or hot rnioppe . potylsocyanurate/composite, B)SS wood,•fiber, UPS./perlite, M/ ta;►ei"APPeX 45MPR;'7ihcor M FR,"Dibiten Poly 4.5 FR", composite or Partek Insulation'TAROC'roof insulation. sed: Base Sheel: One or more layeis UL Classified-1Ype 01 or G2 or one , 5015/32 Incline:1/7. pry"APP Base". •. slntjon:• '7S0 3","BNI(GY 3"or any UL Classitfied otylsocyanu- Membrane; One or more layers"APPeX 180" "APPeX 4S","APPeX �2tp�Qdek nln,�ointS 1n Insu)atton offset 6 in.with rolnts In deck. 4.5M",'Roof Defender APP Cap Sheef��"APPeX 4.5M FR "Btcor VI, •••, ; 0j�lo 1: Tiber lass Roof Insulation,15/16 in.t to or im UL "7ficor S",'Al l ex 5S"'Dibilen Poly/d.•, DlbltensPoly S Dibitect••• ••.a. •, td Yjod fiber,A hl.thick min or glass fiber,15/16In.mull. Poly/4.5 Gramlar•',"Dibiten Poly 4•.5 P "Dibiten]?dy4. �PR" hept ., (Sllo -%One or more piles'TermaPiy 28"or"GlasBase"('type fused. uficchsiilcally fastened or hot mopped. Surfachtg: Melds"F530 Heat Shield Aluminum�Croat+iior'T63ir ' "'• �'i r7,{f?:"Al'l'eX 4.5M Pit;'''lticor M FR';"Dibltesl Poly 45 FW, •Heat Shield Cibered Alttminttm Coating",1 4/2 gd'I/s?l.' • 86. Deck:NC Incline:1 •••• 00041 • Incline:l Insulation: Polylsocyanurate Insulation,any ttic ' " jsijoA(Optional): Any UL CLassified,any thickness, Base Sheels One or tore pplies ATP Base Sheet,aWS4 jno`.`MR Cold e• Itl11,o l Mad fiber,glass-fiber or perlite 3/4 In.min.• Appileation Adhesive"at 12 gal/sq. • • •••••• �bg`iu 'Type Gl,G2 or vented base sheet or"APP Base". Membrdne; '"Mcore.MFIt"ot`"Bltore•MFR';(IhbdiR�cl bitume>♦), ••••o , 3.heet (0 llonal); "APPeX 4S, APPeX M, "APPeX 180", appBed in MBR Cold Application Ahesive at 1-2 M.• • •4, iMJ0ly7.l","Dibiten Fol),/5",heat fissed. 87. Deck:C-15/37. Incline:l • • • • •••,w ¢ripen "APFeX 4.5M FR',lalcor M FR,"Diblien Poly 4.5 FR", Insudaddn(Optioltal): One or more layers 1/21n"1(eho Itit""PeSMI•••• or'DuraBoard",'Tesco-Poore,"Fibei-Glass Rgoflnsuladwe or 7,;n. C��5(32 Irtcline:1/2 m1 h thickness of'%MGY 3"insulation,medtarti!ffiy restened,ofi • • I on: "IS03",'TM(GY T,"Pesco Foam"or any UhClassified adhered with'MDR Cold Application Adhestve".All insulation Joints• • �anurate,polylsocyanurafe/perlite composite;7.ht.thick min,' offset fiom plywood deck joints,6 In.min. I�iulatton offset 6 in:whit joints in deck, Bass Sheet: 'Avo or more plies G2, "PenmaPly 28", "GlasBase", ijlgfli ITennaPly28"or"GlasBase"('i�pn G1.). " mechanically fastened or hot mopped. Bane: APPeX bSl, AFPeX.4S',"Bicor S',`alcor S,��AI PeX Memblane:. "Ihicore MIR or 1,01core MFR", (modified bllumen), ; '`Roof Defender APP Cap.Sheer,"APPeX 4614;Fit","APPeXheat welded. 'Mkiten Poly/4","Dibiten Poly/5","Dibiten Poly/4.5 Granu-• 36. Deck:C 15/32 Incline.1/2 7uifeh'Poly 4.5 FR",heat hued. Insulation(Optional): One or more layers 1/2 in."Retro-Fie,'Tesco" S:-.Gauhdy"2011 Asphalt Emulsion,3 gal/sq or"Fibrated or"DtsraBoard,"Pesco Foam";'Tibar•Glass Roof Insulation"or 2 in. d1ypeB'1,3gal/sq. .• min thickness of "ENRGY 3" Insulation, mechanically fastened or , rig:-Roofing granules,60 lbs/sq. adhered with"iv1BR Cold Applicattori Adhesive".All Insulation joints 75/32 Inline:I/?. offset.from-plyhvodd deck Johuls,6 In foto"1508","fMGY3"oranyULClasslfiedpot ocyanu- Basa Slteeh lyvv piles 1j� a G2,rp �nts►PTy 28' "GlasBase" orIn.min Joints In Insulation offset 6 In.witlt)ahhta in deck, "DlblGiass B e maehanisa�l tor to opped, ; hon'., "Pesco"on"DuraBoard;."Retro Plt Board","Fiber Glass •.Mtutbrane:j"APPex 4,5M AR, 'Diblted Poly 4:5 PR, (modified Mallon"•orany ULClassified wood fiber,glass fiber orperllie, bitumen),lie uhf,eded:"""--7 rn{n, 1 $9. Deck:NC Incline;1/2 LOOK FOR THE UL PnARK ON Pi1ODUCT l edera Phone 954-784-2941 800-848-1919 A&TESTINGINC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.Com DATE: 8/20/15 Order No.: 15-PBR-223 CLIENT: Paul Bange Roofing ADDRESS: 7000 SW 21"Place; Davie,FL PROJECT: Bach Residence Flat Wood Deck ADDRESS: 9304 N.E. 5`h Avenue; Miami Shores,FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30,Part I Proiect Information: Flat Wood Deck Height= 12' Exposure: C Ultimate Windspeed: V„it= 175 mph Length= 37' Category: II Basic Windspeed: Vasd = 136 mph ,• Width= 29' Slope: <7° KZ= 0.85 . • Parapet Wall: <3' •••••• ••••. ...... .••.•. . .... ...... Design Calculations: •••• •••• ..... Velocity Pressure: q = 0.00256*[(0.85)(1.0)(1.0)(136)2] ••• ••••;• =40.2 psf • Width of Pressure Coefficient: 0.1(29') = 2.9' •• •.. •'•; 0.4(12') = 4.8' } use: 3'0" go. • Effective Wind Tributary Area: <10ft2 For parapet height 3 feet or larger,zone three(3)can be treated as zone two(2) (ASCE 7-10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 1) GCPi = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 Design Pressures: Zone 1 Field: P1 = 40.2*(-1.0 -0.18)= -47.5 psf Zone 2 Perimeter: P2 = 40.2*(-1.8 -0.18)= -79.7 psf Zone 3 Corners: P3 = 40.2*(-2.8 -0.18)= -119.9 psf MIAW (M� DMADE Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation Page 2 8/20/15 Flat Wood Deck Bach Residence 9304 NE 5'h Avenue Miami Shores,FL RAS 117 Design Pressure Calculations: Net Width = 2.67 feet Net Length = 37.5 feet Side Lap Row = 50.0 fasteners/square Center Rows = 75.0 fasteners/square 0.80 82/fastener Fy = 42.0 lbs per fastener Attachment Requirements: •.•• Based on RAS-117 and N.O.A. #13-0129.03; fastening option number 2 with a design press-ape• •••... of -52.5 psf; page 14 of 15, the following are our recommended base'sheet fastDrivg, •, ...... .... ...... requirements: • Zone 1 Field: 9" o.c. @ laps and 2 staggered rows 12" o.c. ,.• •• Zone 2 Perimeter: 9" o.c. @ laps and 3 staggered rows 9" o.c. •• •• •••... Zone 3 Corners: 6" o.c. @ laps and 3 staggered rows 6" o.c. •'•'•• . .. . . ... . . Notes: Corners and perimeter area dimension shall not be less than a=3'0" • All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2014 edition. Wind load calculations based on ASCE 7-10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Sincerely, Keith LeBlanc,P.E. i L!(/r Federal Engineering&Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01