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RF-13-2215 . o Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-201338 Permit Number: RF-10-13-2215 Scheduled Inspection Date: October 24, 2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: PAREL,JEAN MARIE Work Classification: Flat Job Address:332 NE 92 Street Miami Shores, FL Phone Number Parcel Number 1132060136460 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: 3051981-7663 Building Department Comments RE-ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200176. Seal end of tiles Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 23,2013 For Inspections please call: (305)762-4949 Page 15 of 30 r Job Address33 2 N E g 2 cS+vT-f-+ Permit#�F- 1 � � 3 2 z�S .Complete the re-nailing affidavilr and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing.Affidavit l am a Florida Professional Engineer, Registe a Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under V468. X hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d round head ring sh 6"o.c.max.) er' 1gn Date F .�19���ad6iE98� ` Print Cert Rirer3 s Name ®.., eioNF�,� OU Sworn to and subscribed before is° . y o °'�' 20 I Persa ly Icno ® off prodwW ID .� ` 6m�8e in� d° eal y, Notary Pu State of Florida(s a e Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit I aim 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 IE} Seal Notary Public, State of Florida(signature) Miami ores Village c �j Building e en 0 T 01 2013 V 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 C 20 BUILDING Permit No. PE101IT APPLICATION Master Permit No.W1 `° Permit Type: BUILDING ROOFING JOB ADDRESS: 3`62- IS) '4y-e-e-T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I ," ,--3--©(.P -0,-5- to D Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):tA&V'11 U-n �C�!CR-�, Phone#: Address: Q 5 3 Z 15k " e, City: n NW1 e S State: Zip: �g Tenant/Lessee Name: t`--" t A. Phone#: Email: ✓,` CONTRACTOR:Company Name: t"CIt. Phone# 'Q 4 3 Address:'Z nn k 2-1 std Ct.L� P� City: � _ State: Y---� Zi Qualifier Na Phone# �q T 1 "Z 1„p to 3 State Certification or Registration# C C (oC-1 1 Certificate of Competency#: Contact Phone#.•S VNQ-11 -1( V�' V)4:ZZmail Address: DESIGNER:Architect/Engineer: - Phone#: Value of Work for this Permit:$� � � q co Square/Linear Footage of Work: Type of Work: ®Addition Alteration ®New ®Repair/Replace ODeinolition Description of Work-Rg- .e Color thru tile: Submittal Fee$ E&W Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ K-70 L TOTAL FEE NOW DUE$ a, 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: Y O V i FAILURE TO RECORD A NOTICE OF CONIlVLCNUMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT) 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 mast 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 Signature Signature O r or Agent 5q;1a"c'tor �¢ la The foregoing instrumen as ackno e re me this The fore o�g''' was acknowledged before this �� g g day o ..® ®y !%- day 20/ .by k 8 20� whoss pow y k�o ii or who has produced �' wbwrs per onally known to m who has produced ®� As~cation and who did take an oath. as identification and who did take an oath. 1'n � � 4116fddt® NO NOTARY P® RqQ ®A©�� { S kkkPPP Sign: t: Print: My pines: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 112/2012)(Revised 07110/07)(Revised 06/10/2009)(Revised 3115/09) ♦`�'os Miami Shores Village Building Department 10050 N.E.2nd Avenue 6ar ,r+� Miami Shores, Florida 33138 0 Tel: (305) 795.2204 Fax: (305) 756.8972 D T OWNERS'S AFFIDAVIT O F 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, A 33138 Re: Owner's Name: �,. �e�.� L Property Address: � �' C l r-i ,., �4�� �� Roofing Permit Number: V Dear Building Official: I /Lt,� l 1/ certify that I am not required to retrofit the roof to wall connections of my building because: o 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. o 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) Signature Print Name State of Florida County of Dade ���e�ga��a�8sds�ep®ia The undersigned being the first duly swom,deposes and says that he/she is the own , Fpplftly mentioned. Sworn to and subscribed before me this day of ® r Notary Public, Sate of Florida at Large bbe �� • When the just valuation of the structure for p ose of ad valorem t on is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search - Report Page 1 of 2 MIAMI-DADE COUNTY y as OFFICE OF THE PROPERTY APPRAISER - PROPERTY SEARCH SUMMARY REPORT w r Carlos Lopez-Cantera ?. ? Property Appraiser Property Information: Folio 11-3206-013-6460 Property Address 332 NE 92 ST Owner Name(s) JEAN MARIE PAREL&W MARILYN PAREL JTRS Mailing Address 332 NE 92 ST MIAMI SHORES FL 33138-3134 tx Primary Zone 1100 SGL FAMILY-2301-2500 SQ Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Adj.Sq.Footage 1,983 Lot Size 10,240 SQ FT Year Built 1948 Aerial Photography 2072 Full Legal Description MIAMI SHORES SEC 1 AMD PB 10- N 70 LOT 7 LESS E45FT LOT 8&E1/2 OF Taxable Value Information: LOT 9 BLK 48 LOT SIZE 80.000 X 128 Current Previous Previous 2 OR 11713-1475 0283 1 COC 24254-2040 12 2004 5 Year 2013 2012 2011 Assessment Information: Exemption/ Exemption/ Exemption/ Taxable Taxable Taxable Current Previous Previous 2 County $50,000/$105,155 $50,000/$102,562 $50,000/$98,119 Year 2013 2012 2011 Land Value $190,159 $127,310 School Board $25,000/$130,155 $25,000/$127,562 $25,000/$123,119 Building Value $154,568 74,467 $174,605 City $50,000/$105,155 $50,000/$102,562 $50,000/$98,119 Market Value $344,727 $320,874 $301,915 Regional $50,000/$105,155 $50,000/$102,562 $50,000/$98,119 Assessed Value $155,155 $152,562 $148,119 Sale Information: Benefits Information: Date Amount OR Book-Page Qualification Code Current Previous Previous 2 12/2004 $0 24254-2040 Sales which are disqualified as a result of examination of the deed Benefit Type 2013 2012 2011 2/1983 $112,000 11713-1475 Sales which are qualified Save Our Assessment $189,572 $168,312 $153,796 Homes Reduction 8/1977 $65,000 09761-1833 Sales which are qualified Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note:not all benefits are applicable to all Taxable Values lie County, School Board,City,Regional). Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its interpretation.Although this website is periodically updated,this information may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries,comments,and suggestions email:pawebmail @miamidade.gov GIS inquiries,comments,and suggestions email:gis @miamidade.gov Generated on:Tue Sep 24 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htm 9/24/2013 DAVIE:954792-ROOF(7663) hd 'B(�[/� STATE CERT.CC C033691 O '"'� LICENSED AND INSURED N.BROW:954 F(7663) • L C S.BROW:954981-ROOF(7663) ""''""1!um 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) an�r�n DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) ./1w• Member of • 1-8'77-981-ROOF(7663) Better Business Bureau PROPOSAL SUBMITTED TO DATE '' '3 PHONE SOS•75 ,`7:SQ, S : NAME 1"1[� 11- JOB NAME 0 1 I 5 P fe d' STREET a E rd ,�` - O , �T"f tee„ EREET ; 4 G- , com CITY fA Q STATE ZZIIP31 a CITY STATE ZIP A We hereby submit specification and estimate for P EP WORK FIBERGLASS/MODIFIED Remove existing roof to a clean workable surface and ❑Install# 'J base sheet as per code. spose of debris. BB II ❑ Install _"('-QQ plys of ply IV figerglass felt. Replace rotten sheathing at$_4'� per foot. ❑ Install 3 X 3" In.save drip metal. (Plywood replaced by square ft.) ❑ Install mineral surface 55 cap sheet In II new lead flashing to all plumbing vent stacks. Install new 26 gauge 16"galvanized metal to all Ileys and tte-ins. El Install# fire ba ,/Exposed ❑Not Exposed ❑ Install er layment. 1�Type of roof to be removed( �A� ), ❑ Install ve drip metal s I m f. ] I GLES LI Install# be ❑ Installs° base sh Install ve drip metal. ❑ Install .save drip metal. Ins figerglass fungus r nt shingles. ❑ Install underlayment. Mfg. Color s II file set in ❑ Repairs One;' e, pd Rbalr✓ — s .00 S Re• ukao ° n it riv qoo'� b1�h 41x"11 Madi�ie8 &A:g Me'y1 0s1v12 'Q We herby propose to furnish labor and materials complete in accordance with the above specifications for the sum of TOtN 0 aQ a dollars($ y 900'°d payment be made as follows. e N_ l� TO �fi i a t //�Q METHODOFPAYMENT: Catsk , c4ie:ck, Cre-64 Cara NO Asir-Y.) NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER:Paul Range Roofing Inc.hereby proposes to furnish the above labor and matelot in accordance with the above specifications.A deposit of$ !A� is required upon acceptance and the balance as work progresses In direct ratio to work completed. Payment In full to he made upon completion of the job. WARRANTY TO ORIGINAL OWNER:Paul Bangs Roofing Ina warrants workmanship for a period of i\JE3 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(subjectto approvaQ and payment tof 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 spectttcadons will become an extra charge over and above the estimate of labor and usual costs of our agreement Paul Bangs Roofing,Ina 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 promises.CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY.We cannot same responsibility for any damagesdone to the roof by other tradesmen or Was.Paul Bangs Roofing,Inc.cannot be hold responsible for damage done to any lumber by to timer ants,or any other wool 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 Bange Roofing,in authorized to do the work ass ed.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 terms and conditions es slated on the irornt and back of this comract ACCEPTED Signature Print /g A, '62-y, Date If 143 f Phone 954-784-2941 ederal 800-848-1919 LJ&TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com DATE: 9/25/13 Order No.: 13-2627 CLIENT: Paul Bange Roofing; ADDRESS: 7000 SW 21't Place, Davie,FL PROJECT: Residence Flat Wood Deck ADDRESS: 332 N.E. 92nd Street: Miami Shores,FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30,Part I Proiect Information: Flat Wood Roof Deck Height= 9' Exposure: C Ultimate Windspeed: V„it=175 mph Length= 17' Category: II Basic Windspeed: V,,,d= 136 mph Width= 14' 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(14') = 1.4' 0.4(9') = 3.6' } use: 3'0" Effective Wind Tributary Area: <1 W For parapet height three feet(3)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 � • M®E J • Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation j Page 2 9/25/13 Residence Flat Wood Roof Deck 332 NE 92nd Street Miami Shores,FL Desien Pressures: 1) Field P1 = 40.2*(-1.0 - 0.18)_ -47.5 psf 2) Perimeter P2 = 40.2*(-1.8 -0.18)_ -79.7 psf 3) Corners P3 = 40.2*(-2.8 - 0.18)_ -119.9 psf Attachment Reauirements: Based on RAS-117 and N.O.A. #13-0129.03; fastening option number 2; page 14 of 15 with a maximum design pressure of-52.5 psf, the following are our recommended base sheet fastening patterns using approved roofing nails and tin caps: Field: 9" o.c. @ laps and 2 staggered rows 12" o.c. Perimeter: 9" o.c. @ laps and 3 staggered rows 9" o.c. 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 2010 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. flxall1f Federal Engineering&Testing Florida Reg.No. 59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 _ m R j � CEIVED High oc y NurdcansZv ne Unifo ofn P ean Ap lition Fprm Vd � 0 CT D 1 2011 Section A(Gener Process : , Y® Master Permit Nd. - No. Contractor's Name: Job Address:_ Roof Category Low Slope Mechanical) Fastened Tile Mechanically r! Mortar/Adhesive it r Asphaltic Shingles Metal Panel/Shin les 9 Wood Shingles/ k s Ar Aw Prescriptive BUR-RAS 150 Other. Roof Type New Roof Re-Roofing Recovering Repair Maintenance Are there Gas Vent Stacks located on the roof? r Yes/ No If yes,what type? r Natural r LPGX ` Roof System Information Low slope roof area(ft.')P73-0 Steep Sloped area(ft.�F-Total(ft?)P-38 Section B Roof Plan [Sketch Roof Plan:Illustrate ail levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimensions ofsections and levelsarly Identify dimensions of elevated pressure zones and location of parapets. imeter Width(a'): Corner Size(a'x a'): 'P I. EXSISTING ROOF: SHOW ROOF AS IS,BEFORE WORK IS COMMENCED.INDICATE WHICH PART OF ROOF IS HIPPED/GABLED AND WHICH PART IS FLAT,IF APPLICABLE. aTT- NJ I 1'7 t < s L _ r ®:\B &Z Forms\Roofmg Packet\roofing packet complete.doc3/7/2012 II. PROPOSED ROOF;SHOW ENTIRE ROOF AGAIN,BUT INCLUDE PROPOSED WORK.INDICATE WHICH PART OF ROOF IS HIPPED/GABLED AND WHICH PART IS FLAT,IF APPLICABLE.IF A FLAT ROOF IS BEING PROPOSED,PLEASE INDICATE WHAT TYPE OF ROOM FLAT ROOF WILL BE CONSTRUCTED OVER.IF THE ENTIRE ROOF IS BEING REPLACED,PLEASE INDICATE SO. I T7 I'D 1 Contact Name Contact Phone Number d .. k , 0AB &Z Forms\Rdofrng PacicetVoofmg packet complete.doc3/7/2012 HOOF ASSEMBLIES AND ROOFTOP S-'RUCTURES Florida Building Codes Edition 2010 I High-Velocity Hurricane Zone Uniform Permit Application Form. surfacing. : Section C(Low Slope Application) IS Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/base sheet Attachment., f (If a component is not used,Identify as"NA!') @ „oc Field: °cc @Lap,#ROW 8011 — "oc System Manufacturer: "' Perimeter: .oc @ Lap,#Rows a. t Product Approval No.: 13, 19% ® - Corner:�0_- cc @ Lap,#Row cc r Design Wind Pressures,From AS 126 or Calculations• Number of Fasteners Per Insulation Board: gel P3 p2: & P1• . field Perlmete Comer a • Desl n Pressure fr th c f c Product Max. tX Approval system: Illustrate Components Noted and Details as Applicable; Deck: Woodblocking,Gutter,Edge Termination,Stripping, 'type: ®® Flashing,Continuous Cleat,Cant Strip,Base Flashing, Counter-f=lashing,Coping,Etc. Gauge/Thickness: Indicate Mean Roof Height, Parapet Height, Height of Slope: Base Flashing,ComponentMaterial,Material : Fastener-`Type,Fastener Spacing or Submit Manufactur- AnchorlBase Sheet&No.of Piy(s): ers Details that Comply with RAS 111 and Chapter 16 l At IDa Shee F ste r/B di teripl: &I-nsulation Base Layer: Base insulation Size and Thickness; C Base Insulation Fastener/Bonding Material:�J =Herighpt J y °A Top Insulation Layer. I 1 r Top Insulation Size and Thickness; FT. • r r Top Insulation Fastener/Bonding Material:111#q Mean Roof / Height Base Sheets)&No.of Pty(s): ! s Base Sheet Fastener/Bonding Material: r r Y ply Sheet(s)&No.of Ply(s): : Ply Sheet Fastener/Bonding Materlal: : r r i 'fop Ply: ° Top Ply Fastener/Bonding Material: , • Y 76.35 2010 FLORIDA BUILDING CODE—BUILDING f SECTION R4402.14 HIGH VELOCITY HURRICANE 7-ONF-8 UNIpOFiM PERMIT APPLICATION Florida Suliding Code Fdltfo11 2-010 Htgh Velor�ity Hurricane ZODO UnliOtm Permit APP1102 tan Form INSTRUCTION PAGF- COMpl.I~TE THE NraCI SSARY SECTIONS OF TH1z UNIFORM ROOFING PCI�MtT APPLICATION REQUIRED DOCUMENTS AS NOTED REI-OW, Roof Sy$tes Required Sections of the Attachments Required Permit Ap llcation Form $Se List Below _ Low slaps APpiivativn A,B,C 1,2,3,4,6'0'7 Presvriptiv8 SUR-RA A,S,C 4,6,6s7 pAsphaltly Shingles A}13sD Conorete or Clay The p,,B,I�,i~ metal Roofs A,R,D Wood Shingles and A,t3,A shakes I I I I I I I 1 11 1 As ApP1100171 8 1:2e3�4s ►0�7 Other ATTACHMENTS REQUIRED" 1. Fire Ulreotory Listing Page 2. From Notice Of Acceptance: From Page Specific System Dosoriptian Specific system LImItatlons General Limltatlons Applicable Detail Drawling$ 3. Deal n Calcufatians per 8e011on R44 03s or If Applicable,HAS'127 or HAS 128 4, other Component Notice of Acceptances 5. Munialpal Permit Applloatlon Owners a 7. A ired roof Testing toulatlon pecumen atlon oftttf#tii�l n r3aq CHAPTER 16,SECTION IS24 HIGH VELOCITY HURRICAMSZONES REQUIRED OWNERS MOTl1NCATION FOR ROOFING CONSUDEPATIONS 1524.11 Scope. As it pertains to this section,it is the responsibility of the rooffrrg 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 Fforlda Bullding Come,Building govern the minrmurri requirements and standards of the Industry for roofing system Installations. Addltlonaliy,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 indlcates that the Item has been explained. A.1. Aosthe2los-wovkmansh1p.% The workmanship provisions of Chapter 15(HIgh-Velocity Hurricane Zone)are forthe purpose of providing the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship previsions. Aesthetic Issues such as color or architectural appearance,that are not part of a xonrng code should be addressed as part of the agreement between the owner and the contractor. A2. RenallIng wood deaks: When replacing roofing,the existing wood roof deck may have to be renalled in accordance with current provisions of Chapter 16(I-1tgh-Veioelty Hurricane Zones) of the Florfd'a Bullding Cower Building. (TtTe roof deck is usually conceated prior to Removing the exrsfiing roof system.) 3.common roots. Common roofs are those which have no visible delineation between neighboring units(to.,townhouses,condominiums,etc.). In bulldings with cbmrnon.roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. favo-4. Dosed/aelllugs: Exposed,open beam ceilings are where the underside of the roof€Iectdng-can be viewed from below: The owner may wish to malntaln 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. (Pond Ing wafer; The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)In bw lying areas of the roof. Ponding can be an indication 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 cgndlftons should be corrected. 6. Ovetfflow scuppers(MIN ouffafs3: It is required that rainwater flow off so that the roof Is not overloaded from a buildup of water. Ferimeter/edge walls or other roof extensions may block this discharge it overflow scuppers wall aritiets)are not provided, It may be-necessary to Install overflow scuppers in accordance with the requirements of;Chapters 16 and 16 herein and the Afl Florida Bullding Code,Plumblrrg. 7. Veuutllollars: Most root structures should have some ability to vent natural alrflow through the Interior of the structural assembly(fhd bulldfng Itself). The existing amount of attic ventilation shalt not be reduced, EXceplt an: Attic spaces,designed by a Florida-11censed engineer or registered architect to eliminate the affix venting,venting shall not be required. Owner's/Ag f's 5 gnature Da Con ti or's gnature Form.A8,326(page 2 of 71 Now3/16to9 MIAMa E) MIAMI-DA.DE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy Johns Manville Corporation 717 17th Street 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 Contfol 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 County 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: Johns Manville APP Modified Bitumen Roofing 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 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 1 through 15. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-0129.03 MIAMI DARE COUNTY 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 I 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 asphalt,polyester Type I reinforced,fire-retardant,mineral surfaced Grade G membrane. Tricor MFR 39-3/8 x 34' ASTM D 6223 APP modified asphalt,polyester/glass reinforced,granule surfaced membrane. Tricor S 39-3/8"x 34' ASTM D 6223 APP modified asphalt,polyester/glass reinforced,smooth surfaced membrane for use as a Base and/or Ply Sheet only. PermaPly 28 36" x 106; ASTM D 4601 Type II asphalt impregnated and coated 72 lb.roll glass fiber base sheet Ventsulation 36"x 36 ASTM D 4897 Heavy duty fiber glass base sheet Type ll impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. G1asBase 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 � Expiration Date: 06/14/16 . , Approval Date: 06/06/13 Page 2 of 15 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ENRGY 3,ENRGY 3 25 PSI Isocyanurate 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 StructodeO High Density Fiber High Density Fiber Board. Blue Ridge Fiber Board, Board Roof Insulation Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. U1traFast Fasteners Insulation fastener for wood Various Johns Manville and steel. 2. U1traFast ASAP Pre-assembled Insulation Various Johns Manville fastener and plate 3. U1traFast 3"Round Metal Galvalume AZ55 steel plate 3"round& Johns Manville Plate or Square Recessed 3"square Metal Plate 4. #12 Standard Roofgrip Insulation fastener Various OMG S. 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& (414) 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 C®vim Expiration Date: 06/14/16 ,. . , Approval Date: 06/06/13 Page 3 of 15 II' EVIDENCE SUBMITTED: Test AMM 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.I.3001482 4470 08/11/98 J.I.3002823 4470 04/01/99 J.1.3003468 4450 02/02/00 J.I.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 8 11 4 II 10390A.12.97-1 TA (J) 12/15/97 10390A.10.97-1 TAS 114(J) 10/15/97 III 10391.01.03 TAS 114(J) 01/29/03 PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/D6222 05/01/13 JMC-054-02-01 ASTM D5147/D6223 06/04/12 JMC-055-02-01 ASTM D 6509 05/29/12 JMC-070-02-01 ASTM D 2178 TYPE IV 04/17/12 JMC-071-02-01 ASTM D 2178 TYPE VI 04/17/12 JMC-072-02-02 ASTM D 4601 06/04/12 JMC-074-02-01 ASTM D 4897 04/17/12 JMC-093-02-01 ASTM D 4601 08/02/12 NOA No.: 13-0129.03 QMIMAMM®uNTM Expiration Date: 06/14/16 � Approval Date: 06/06/13 Page 4 of 15 Membrane Type: APP Deck Type 11: 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#1) 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" o.c.and two rows staggered in the center of the sheet 18"o.c. (Maximum Design Pressure—45 psf,See General Limitation#9.) esan�eouhy o Mies o M PermaPl 28 or Ventsulation stened to the deck lapped 4" and 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. (Maximum 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 sheet. (Maximum Design Pressure—52.5 psf,See General Limitation#7.) Ply Sheet: (Optional)One or more plies of JM APP Base or APPeX 4S heat welded to base sheet while maintaining 4"side laps and 6"end laps. Membrane: One or more plies of APPeX 4.5M or QEEiM F eat welded while maintaining 4"side laps and 6"end laps. Surfacing: (Optional)Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets.Any coating,listed below,used as a surfacing,must be listed within a current NOA. 1. 4001b./sq.gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at a rate of 60 lb./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 21/2 gal/sq.with optional 60 lbs./sq.of roofing granules embedded in wet coating. Maximum Design Pressure: See Fastening Options NOA No.: 13-0129.03 MADE COUNTY Expiration Date: 06/14/16 ... Approval Date: 06/06/13 Page 14 of 15 WOOD DECD SYSTEM LimrrATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LD41TATIONS: 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 shall be limited to a maximum design pressure of-45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,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 anchorlbase 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 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 attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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.) 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 MtnF,vecoutv7Y Expiration Date: 06/14/16 Approval Date: 06/06/13 Page 15 of 15 2009•ROOFING MATERIALS AND-SYSTEMS DIRECTOny .. A00I~COVI;FflNQAgATEHIAI.S•(T6V7} fI00F:COVBAtNGAgATERIAt_S•{TEVF} 321 Roofing Systems(TGW)--Confintied Roofing Systems(TGF(J)—Goaatdtattect f 8isf bit: AFOC."3o2"or"302AF Asphalt 1lmuls£ore' 2 gal/sq. Base Sheet.- Uvo-plfes:`7.'ermaPly 28"or"GI•asBasa'(Type G' V'..*4 utg. Gardner"Blastomer£c Roof Coating",2112 gal/sq Membrane: "APNX-5S',"APFeX~48'f;.'.B£cor S,"'1'deox S,"APPeX = . ti .Ph' 1hdlue:•See Below, 4.511;RRoof•Defender APF Cap Sheer,"APPeXX5M F i,"APPeX f ulaQ e,n:. f`1503';•"ENRGY8"or any tiL Classified polyisocyanu• 1.80';"Dibitenl'oly/d;'"Dlb£tert PolyJ.S,"t)Ibiten Poly/411 Grant- ;j5 f min,with joints in insulation•offset 6 In,wlth fife joints in; lar,"Dlbiten Poly 4.5 Fir,heat fused. rst3d' ,. ;, „ r , Coating: Grundy 1'20•F Asphalt Bmulslon",3 galjsq or"Vibrated ` In�+lat ao Tesco or°DuraBoaxd., •Metro F£t Board',`Fiber Glass Topgard type B",3 gal/sq.- la Witiatiolo.or any ULClass£fedwood fiber,glass fiber or=perlite,. :Surfacing: RoofingUran1des,60Jbs/uq y j ii(.utl�. *•. 33. Deck:NC Incline:l Ui QQ . " FitEoardInsulation: "DurBoardV esco .o "DuraBoarl;"Retroc$e f' To lies•qerma } 2$"ox"GlasBase" G2) Ifil ia£t�: OAPPeX W, APPeX 0,131tor 5, Alcor W,.-APPeX "Fesco Foam, ` MGY 3","Fiber Glass Roof insulation"or any UL taj1i,,Roof-pefender APE Cap.Sheet',"ALFFeX4.5MFR',,"APPeX Classified pohy£socyanttratc;:urethane, perlftejttrethana camposi#e, I w'�6"I1it?lteltPolyJ4","L1ib£ten�'oly/5;"D£btten Poly/4,5 Gxanu perlite/poiyisocyanuxate composite,glass fiber,perlife or wood Aber, fit;, Ribjfen Poly 4.5 FI2.heat fused. any thickness or polystyrene(any thickness)covered wijli 1 2 irt,min =._.� S:fr(sting:a}Grundy"al MB Aluminum Roof Coating",2 fb�3 gal/sq perlite. Iclitie};b}Mousey"Pxo Grade Aluminum Roof Coating",2 Base Sheet:- Type G2 or"AEI.'Base". l�lg(1 2�u{•£ndine};c}Kan ak Flo.97 AF Aluminum Roof Coat; risCembxane "APPeX,W' 'Al? eX 4S',"8 at 5", 'Alcor S;"APPeX : d}Ywantak"No.97 Fibrated Aluminum Roof•Coating',2 gal/sq 180","Dibi#en Poly/4","Dlbiten P01W,heat fused. 12t:t'ictme}. 3uxfaeiug: Hear galjs 11,307" -3 iwTC, Incljne:l cline:•1/2 $li'eii a GI or G2 one or ttvo lies mechaiucall fastened or 14.,Deck:NC Z. ••g., P , plies, y insul5Ejon-(Optional),- "Duralloard', ;Twe. or "Duralloaxd", ply:,AI'F'Base. f7Urane: "APPeX 45M FR,:"lticoi M F12;"Dlbiten Poly 4 ti FR"': "Retro Fit Board',"Pesco Foam.;'q'SQ 3","B1wIRGY 3","Fiber Glass :... ' ai(uiedlnplace. Roof,fitsulatioe or.any UL Classified polyisocyanprafe, urethane, k;C�15J32 Incline:l perlite/urethane comp os}te,perlite/poly}socyanurate composite,glass • . t•; • it Board:. Gypsum wallboaid,0.463 In.thick thin,joints tat Cite fiber,park#e or wand fiber,any thickness or palystrene(any thEckttess) }_•t E `eltjoatd ofset 6 In.with joints In deck. covered with 1 j2 in.min per fe. It$Heel: Type G2,ihechanicallyfastened or hot mopped. Base Sheet: Type G2 or-"APP-Base''. t i5ri$i,"APPeX 4.5M Fit.","Ilicor M FR","Dlbiten Poly 4.5 VIZ",• �� r" „ n n n'n , Membrane: APPeX 55" APPeX 4V, B1cor S, ,Tdcor S. APPeX fused. 4.5W,'1Zoof Defender APP Cap Sheet","APPeX 4.5M FR,"APPeX _ 1,... incline:I/2 180,"Dlbiten Poly/V,"Dibiidr Polyj51,•"Dibti Poly/45 Grams•• sffop; Any UL Classified polylsdeyanurate,1--1/2 in.thick min, lar","Dibifen Poly 4 S wl,heat fused. ppit 1A Imtdation offset 6 in,with joints in deck Surfaclitgi.Grundy=`20F AF"at;3 gaI/fiq ; t410nt ."Fesco"or"Duialloarct'3/4 In. thick min or any DL 35. Dean NC incline:l ed 'Ate,3/4 In.thick coin., insulation{optional}: Any"tIticlutess,one•or more layers UL Classi- zt#io" One ax more•p}ies,'2'etmaPly 28"or"GlasBase"{Type fled perllte, wvaod fiber, ggIa�s•• fiber, ppalylsocyanurate, t },is€cltanIeally fastened or hat rriopped palylsacyantzra#e/composite, E15S/wvood. fiber, WOZZ rlite, );+i'S/ `bianei"APPeX 4.5M VR,"'Tticor M F.R,"Dlbiten Poly 4.5 FR", composite or Partek Tnsulafion's UL CI"roof insulation. • Base Sheet; One or more layers UL Classified Type G1 or G2 or one GC15J32 Incline:l/2, pry"APPBase". •. >tatjon:. "iso 3","Eit1RGY 3"or any UL Classified polyisocyanu Membrane: One or more layers"APPeX 180","APPeX 4S","APPeX r-•{!i thick min,joints lit fnsu}anion offset 6 In.with joints In deck. 4.5M,"Roof Defender APP Cap Sheet","APPeX 4 5M VR',"B£car S", r f ' " 15116 In. or an UL `1'ricor S" "APPex 5S"•'Dibiten Poly/4':,"Dlbiten Poi JSn,"Dibifen tt�h�1• "Fiber Glass Roof iitsulaHon, � 3' � n „ � shed Vigod fiber,I'm.thick min or glass fiber,15116 In.min. Poly/4.5 Gramalarv,"Dlbiten Poly 4.5 FR, Dibifen Poly 4.5 Vlt,heat Sl el:%one or more plies'TerntaPly 28"or"GlasBase"(lype fused. mechal:feaily fastened or hot mopped. Surfacin • Fields"V530 Heat;Shield Aluminum Caatftfg`or'T530 '. t rule::"APPeX 4 5M PIL,'"llricar, M Fr,,'Dlbiten Poly 4.5 Fr, Ifeat Sbieeld Fibered Aluminum Coating',1-112 gallsq :': y • :. 36. Deck.NC Incline:l I t? Incline:I Insulation: Polyisocyanurate Insulation,any thickness. Jatiott(Optlanal}: Any UL Classified,anp thickness. Base Sheet: One or more plies API'Base Sheet,applied in'.W Cold lal(aid Vti'ood fiber,glass.fiber or perti#e 3/4 In.min.. Application Adhesive"at 12 gal/sq _ $(tggi:'Type G1,G2 or vented base sheet or"APP Base". iYlembxdne: "ftkom MFR"ot°"Bitard.NMI,(madified bitumen}, ijeeF(flpfional}: "APPeX 4S, "APPeX 5S?; "AP.PDX 1$0, applied in MBIZ Cold Application Ahesive at 1 2 a1/sq. lgn`['o1/4","Dlbiten Po Y/5",heat fused. 37. Deck:C-15/32 Incline:1/2 y " dr5nal y"APPeX 4 5M FR','°TYicor M FR;"i�iblten Poly 4.5 VIL", Insulatfon(Optioral}: One or more layers 1/tin:'IZetto-Fie,Tesco ' t . or'9?uraBoaxd,1Tcsco-foam.,"F£bex Glass RQof'Insulalion"or 2 in. X%32 Incline.1/2 mitt thickness of"ENRGY 3" Insulaffon,mechanically fastened or :Alnulatiejoin#s floiis "ISOVTVGX3, adheredvith,MBRCoidApplfcationAdheshe` o konuxate,polyisacyanurateJperlite composite;2 in.thick min,' offset from.plywood deck joints,6 In.min. lttsulation af(jjset 6 itt:with joints ht deck. Base Sheet: Ttvo or more plies G2, "PerntaPly 28", "GlasBase'; ;heti 'q'ermaPly.2$"or"GlasBase"(type G2}. mechanically fastened or hot mopped. Marie: "APPeX 5S"".WeX4S',"Bicor S',"1Ylcor S;"AWeX Membrane:. '"Alcore MFR"or t`Bicore MPIZ", (modified bitumen), ';$loof Defender APP Cap.Sheee,"APPeX 4:5M;FR,„APPeX / heat welted. '; 'Dlbiten Polyj4","Dibiten Poly/5,"Dibifen PolyJ'4.5 Granu• 38. Deck:C-15/32 Incline:1/2 - 7..Ifeh'Poly 4 5 Flt",heat fused. Insulation(Optional): One or more layers 1121n."Retro Fit,"FeWir g:.Gtvndy"20 F Asphalt)3inulslon;3 gaI/sq or"Fibrated or"DuraBoard','Tesco Foam`;T1 iber-Giass Roof.Insulation"or 2 in. e B" . .• min thickness of 'TNRGY 3"Insulation, mechanically fastened or , dTyp3 gal/s q tug:•Roofing granules,60 lbs/sq. adhered w,£fh"MBR Cold Application Adhesive".All insulation joints 15132 '. •Incline:212 offset.fi;omplytvadd deck jo£nts,•6 In ' fimt' 01 803","1WGY3"or any ULClawifiedpolyisocyanu- Base Sheet: 'Itw=o plies Type G2, ar In min,joints In Insulation offset 6 in.with,joints in deck. "D.t'b£Glass B e'_' meehmaleall to ped, '2tesco"oB•"DuraBoard,!1Refro Fit Board","Flber Glass Mdntbrane: "APl'ex 4.5M FR, ib£ted Poly 0 FR", (ntodil£ed rulaflon"-or any UL Classified wood fiber,glass fiber or perlite, bituriten},he wve a IneII»e:1/2 ` 39. Deck:NC LOOK C-011 TH$UL MARK ON PRODUCT Phone 954-784-2941 LJ&ederal 800-848-1919 TESTING INC. Fax 954784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com DATE: 9/25/13 Order No.: 13-2627 CLIENT: Paul Bange Roofing_ ADDRESS: 7000 SW 21't Place: Davie,FL PROJECT: Residence Flat Wood Deck ADDRESS: 332 N.E. 92nd Street: Miami Shores,FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30,Part I Proiect Information: Flat Wood Roof Deck Height= 9' Exposure: C Ultimate Windspeed: Vuy=4 75 mph Length= 17' Category: II Basic Windspeed: Vaw= 136 mph Width= 14' Slope: <7° KZ= 0.85 Parapet Wall: <3' Desian Calculations: Velocity Pressure: q = 0.00256'x[(0.85)(1.0)(1.0)(136)2] =40.2 psf Width of Pressure Coefficient: 0.1(14') = 1.4' 0.4(9') = 3.6' } use: 3'0" Effective Wind Tributary Area: <1 Oft For parapet height three feet(3)or larger,zone three(3) can be treated as zone two (2) (ASCE 7-10). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP 1 = -1.0 1) GCPi = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 v ® M®RODE Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation Page 2 9/25/13 Residence Flat Wood Roof Deck 332 NE 92nd Street Miami Shores,FL Design Pressures: 1) Field P1 = 40.2*(-1.0 -0.18)_ -47.5 psf 2) Perimeter P2 = 40.2*(-1.8 - 0.18)_ -79.7 psf 3) Comers P3 = 40.2*(-2.8 - 0.18)_ -119.9 psf Attachment Requirements: Based on RAS-117 and N.O.A. #13-0129.03; fastening option number 2; page 14 of 15 with a maximum design pressure of-52.5 psf, the following are our recommended base sheet fastening patterns using approved roofing nails and tin caps: Field: 9" o.c. @ laps and 2 staggered rows 12" o.c. Perimeter: 9" o.c. @ laps and 3 staggered rows 9" o.c. Comers: 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 2010 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. 9/Zd�7 Federal Engineering&'Testing Florida Reg.No. 59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01