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RF-17-1523 (2) F+9A NO z - 7-� "� Root Miami Shores Village pe^ 10050 N.E.2nd Avenue NE eS O Tilelf(et •"• ""' Miami Shores,FL 33138-0000 Phone: (305)795-2204 �# e �R P fiGN R issueDate:611 121"7 Expiration: 12/10/2017 Project Address Parcel Number Applicant 1116 NE 92 Street 1132050270420 VICTORIA NEWTON DUNN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell VICTORIA NEWTON DUNN 1116 NE 92 Street (305)303-2906 MIAMI SHORES FL 33138- 1116 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 22,000.00 DCG ROOFING (305)989-9452 Total Sq Feet: 3628 Type of Work:Re Roof Available Inspections: Additional Info:TILE AND FLAT REROOF Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-17-64253 CCF $13.20 06/13/2017 Credit Card $831.96 $50.00 DBPR Fee $4.88 DCA Fee $4.88 06/08/2017 Credit Card $50.00 $0.00 Education Surcharge $4.40 Bond#:3430 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $17.60 Total: $881.96 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and g Futh Bove-named contractor to do the work stated. June 13,2017 At orized Si re:Owner licant / Contractor / Agent Date Building Department Copy June 13,2017 1 3oS - 9 � r- 9 �ts� AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: I h-,- P,i rr&_CU_ - certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qu ali g Agent Si a{t1ure o ua t. mg Agent Print Name STATE OF FLORIDA COUNTY OF MIA MI-DADE Sworn to and subscribed before me this I day of J,-Jr'\e ,20 ( (SEAL) MARIA C. MONTENEGRO pLe(''i /Personally known +. ��- Notary Public-State of Florida or Produced Identification ?N •e My Comm.Expires Jul 8,2017 Commission if FF 034353 Bonded Through National Notary Assn. C:Uktcuua<mt and 4aings47clWy l)taummisVIutislicsU'rophs 2lliaol-vtg AllidavitComplianm-926071'illablc.doc C Miami Shores Village �; ju 08 � 7 Building Department sY: 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`4 BUILDING Master Permit No� "I - I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 12400FING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -140 �z F,-r City Miami Shores County: Miami Dade Zip: a13 23 Folio/Parcel#: -'Sxos-01-2 - o`{)0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):V, Ciyr6� ®� �"N-J Phone#: 3 c�' 3=�3�0(, Address: (r16 PZ city:1,-04-41 '&"L � State: Fi— Zip: Tenant/Lessee Name: Pr I/N Phone#: Email: CONTRACTOR:Company Name:"N-,4A-"� w� Cor\\ � V s C-)CiTPhone#: �y Q, Address:^^ City:�/G1V(AA�'c Lyke_S State: Zip: Qualifier Name: CC.< ay_n cG-, Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �q City: State: / Zip: Value of Work for this Permit:$hho o•o' Square/Linear Foot of Work: , Type of Work: EJAddition ElAlteration ElNew Repair/Replace ❑ Demolition Description of Work: �`� � ��rO"[H Specify color of color thru tile: Submittal Fee$SO' Permit Fee$ CIF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 0° TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature V1 t Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J day of 1 20 1 by 'day of /A,. 20 by who is personally known to (A(- wh is personally know o me or who has used as me or who has produced as identification an identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ) Sign: Print: II` Print: kti : Seal: Seal: MARIA C.MONTENEGRO .;�pRy P�a.,,� MARIA C.MONTENEGRO Notary Public-State of Florida ?P�� +`�'s Notary Public-State of Florida tog •z My Comm.Expires Jul 8,2017 '' ••? My Comm.Expires Jul 8,2017 43 Bonded Through ationat t Asan. '�� Bonded Through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Data CERTIFICATE OF LIABILITY INSURANCE 3/24/2017 producer: Plymouth Insurance Agency This Certiflcate Is Issued as a matter of Inforhnation only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727)938-5562 Insurers Affording Coverage MAIC# insured: South East Personnel Leasing, Inc.&Subsidiaries Insurer A. Uon Insurance Company 11075 2739 U.S.Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages policies of insurance 119W below have been issued to the Insured named above for the policy period Indicated. Notwithstanding any requirement,term or condition of any contract or other docurne with rasped to which this certificate may be Issued or may pertain,the insurance afforded by the policies described herein is subject to all the temps,exclusions,and conditions of such policies.Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence 1 Commercial General Liability Damage to rented premiaee(FA Claims Made 13 Occur occurrence) ; Med Exp Personal Adv Injury eneral aggregate limit applies per: General Aggregate Policy ❑Project ❑ LOC Produce-Comp/Op A99 UTOMOBILE LIABILITY Combined Single Llmlt Any Aero (EA Accident) d Bodily Injury All Owned Autos (Per Person) Scheduled Autos Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2017 01/01/2018 XwC Statu- OTH- Employers'Llabllity I tory Limits ER Any proprietor/partner/executhre officer/member E.L.Each Accident $1,000.000 excluded? NO E.L.Disease-Es Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company Is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-71-034 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Distinguished Contractors Group,Inc. Coverage only applies to Injuries Incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or Independent contractors)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 03-24-17(TD) Booln Date:1/2612017 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the Issuing Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall Impose no obligation or liability of any kind upon the Insurer,Its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 �/ � ♦ ORS�� Miami shores Village �n sear U1111" Building Department �. �.� 10050 N.E.2nd Avenue fi�R> Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ® N S'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: /7 10050 NE 2nd Ave Miami Shores, FI 33138 a � Re: Owner's Name: ✓ -- Property Address:__ Roofing Permit Number: Dear Building Off' 'al: 4- I I&tk,& certify that I am not required to retrofit the roof to wall connections of my Z g because: 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 Sout Florida Building Code(1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3J-T day of MAV p MARIA C.MONTENEGRO ♦4P VB/- +°. Notary Public-State of Florida ° :•e My Comm.Expires Jul 8,2017 Notary Public, Sate of Florida at Large 2�& :",9.F°F�`�,a,� Commission�FF 034353 �''e,, � Bonded Through National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation 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 N 6/6/2017 Property Search Application-Miami-Dade County 3 r, When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the assessed value of the property may reset to full IMPORTANT market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 1116 ne 92 street Suite CL Back to Search Results PROPERTY INFORMATION Folio:11-3205-027-0420 Sub-Division: BAY LURE Property Address 1116 NE 92 ST Miami Shores,FL 33138-2935 Owner SYLVAIN FABER VICTORIA NEWTON DUNN Mailing Address 1116 NE 92 ST MIAMI SHORES,FL 33138 PA Primary Zone 1100 SGL FAMILY-2301-2500 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,030 Sq.Ft Living Area 2,675 Sq.Ft Adjusted Area 2,840 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1956 el 77W Map View Layers. http://www.niiamidade.gov/propertysearch/#/ 1/3 6/6/2017 Property Search Application-Miami-Dade County all4 1 J w 1 e 2016 Aerial Photography 80^ Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 2017IMPORTANT NOTICE:The assessment and exemption values currently shown are preliminary and are subject to change until they are certified on July 1. Year 2017 2016 2015 Land Value $337,500 $314,250 $285,750 Building Value $197,663 $197,663 $197,979 Extra Feature Value $24,702 $24,928 $18,481 Market Value $559,865 $536,841 $502,210 Assessed Value $559,865 $536,841 $502,210 TAXABLE VALUE INFORMATION 2017 2016 2015 COUNTY Exemption Value $0 $0 $0 Taxable Value $559,865 $536,841 $502,210 SCHOOLBOARD Exemption Value $0 $0 $0 Taxable Value $559,865 $536,841 $502,210 CITY Exemption Value $0 $0 $0 Taxable Value $559,865 $536,841 $502,210 http://www.miamidade.gov/propertysearch/#/ 2/3 6/6/2017 Property Search Application-Miami-Dade County REGIONAL Exemption Value $0 $0 $0 Taxable Value $568,885 $538,841 $502,210 BENEFITS INFORMATION Benefit Type 2017 2016 2015 Note:Not ell benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION BAY LURE PB 44.83 LOT 3 BLK 3 LOT SIZE 75.000 X 125 OR 17973-0246 0198 4 SALES INFORMATION Previous Sale Price OR Back-Page Qualification Description Previous Owner 1 05/08/2017 $985,000 30529.3376 Qual by exam of deed SUSAN KNAPP PINNAS 09/25/2015 $630,000 29800.1422 Qual by exam of deed PRRN HOLDINGS LLC 052812015 $435,005 29634-0088 Qrml by exam of deed MICHAEL SALZVERG&W AMY 01/01/1988 $0 179730245 Sales which are dlsqueltffW as a result of examination of the deed 12!0111988 $150,000 1394448W Solea which ere qualtflad 01/01/1981 $172,505 10579.0824 Sales which are qualMled For more Infomhetlon about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 LAND INFORMATION Land use Muni Zone PA Zone Una Type Unita Cele Value GENERAL R-20 1100-SOL FAMILY-2301-2605 SQ Front Ft. 76.05 $337,500 BUILDING INFORMATION Building Number Sub Area Year Bulk Actual Sq.PL Living Sq.FL Adj Sq.FL Cale Value 1 1 1956 1,919 1,564 1,729 $120,338 1 2 1960 597 567 667 $39,403 1 3 1966 544 544 544 $37,862 Building Sketches Available] EXTRA FEATURES Description Year Built units Cale value Wood Fence 1993 275 $3,476 Chatn-link Fence 4-5 It high 1970 140 $784 Patio-Concrete Slab 1988 2,128 $6,192 Pool 6'res AVG 3.8'dpth,plain feat 250.649 sf 1988 1 $15,260 ADDITIONAL INFORMATION The Information listed below is not derived from the Property Apprelser's Ofite records.it Is provided for convenience and Is derived from other government agerx les. httpJ/wwwaniamidade.gov/propertysearch/`#/ 3/3 ROOF ASSEMBLIE Florida Building Code 6th Edition(2014) ojUN $ 2017 High-Velocity Hurricane Zone Uniform Permit Application 1 Section A(General Information) 1 Master Permit No. 1 Process No. 1 Contractor's Name �` 1 Job Address • • ROOF CATEGORY .... .... . . Low Slope C3 Mechanically Fastened Tile Mortar/Abli lsive Set TIN 13 Asphaltic Shingles E3 Metal PaneUShi les 000000 n9 ❑ Wood.$MGgIbs/Sha1S% . .....r 0 Prescriptive BUR-RAS 150 ...... . eel' ROOF TYPE •••••• ❑ New roof 0 Repair ❑ Maintenance Reroofing '..'•b Rnev%rirT ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF)- Steep Sloped Roof AREA(SSF&M Total(SF)4 1 0 Section B(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dim n. 1 sions of sections and levels,dearly identify dimensions of elevated pressure zones and location of parapets, 1 1 ICU LU _ U _j ". J 1 � = C n F-1 Z r' 26, e LI W 7_ FLORIDA BUILDING CODE—BUILDING,6th EDITION(2014) 16.97 1 J 1 1 1 Copyright to.or licensed by ICC(ALL.ROM RMERVED):accessed by Mk=Palacio on Jun 8,201510 3212 AM pursuant 11&37 Ag mama.No fltnher reproductions autbod md. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify 1 manufacturer 1 (If a component is not used,identify as"NA") Surfacing: 1 17 Fastener Spacing for Anchor/Base Sheet A#achment: • 1 • •• 1 System Manufacturer • � • 1 Field: �"oc @ Lap,#Rows '66 '. oc •••:•. 1 •. 1 I ` /' 00•. 00 . 1 0000•. 1 Product Approval No.:—]--y 1030,01 Perimeter:.a-7 oc @ Lap,#Rows •@• °oc • 1 • 'Al0000 0000 1 • 0 1 Design Wind Pressures,From RAS 126 or Calculations: Comer:=oc @ Lap,#Rows oc 00000• 1 0 0.•• 1 • P � '�� --7 0000•• •• • 1 0000• 1 P1 r aZ,0 P2:�L_ P3• b L9 Number of Fasteners Per Insulation Bo,,t� • • • • o • 1 •••••• 1 Field Perimeter ;";Lamer ' '. Max.Design Pressure,from the pe fic product • • • ; 000000 1 approval system--_______S 1. Illustrate Components Noted and Dellis s• licabte*0• p 1 :0000: 1 per(; t Woodblocking,Gutter, Edge Terminetiorr 8M�pping,fleshing, 1 Ply&'00d Continuous Cleat,Cant Strip,Base Flashing,CCounterflasRRipg, 1 1 TYPe- Coping,Etc. 1 o' Indicate: Mean Roof Height, Parapet Height, Height of Base 1 GaugelThidcness:��p Flashing, Component Material, Material Thickness, Fastener 1 Type,Fastener Spacing or Submit Manufacturers Details that 0 1 Slope: „L 1 Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No.of Ply(s):_ ( a6e7� 1 1 1 1 Anchor/Base Sheet Fastener/Bonding Material: 1 1 / lil T c 1 Insulation Base Layer. u`' J 1 ; ✓� 1 Base Insulation Size and Thickness: pet He-ght Base Insulation Fastener/Bonding Material: lb 1 1 Top Insulation Layer: 1 1 1 Top Insulation Size and Thickness: 1 Mean 1 1 Top Insulation Fastener/Bonding Material:�� Roof 1 1 Height 1 Base Sheet(s)&No.of Ply(s): ( �r69 1 Base Sheet Fastener/Bonding Material: 00, 1 1 Ply Sheets)&No.of Ply(s): t 1 1 PI Sheet Fastener/Bonding Material: 1 1 Top Ply: l 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) , Copyright to,or Ncanscd by,ICC(ALL RIGHTS RESERVED);axassed by Eliezcr Palacio on!un 8,2015 10:32:12 AM purvant to License Agrccmcnt.Na furtluu tepretluctioas authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 1 Roof System Manufacturer: -v Notice of Acceptance Number: • 4190011 • • 00001100690•• Minimum Design Wind Pressures,If Applicable(From RAS 1 or Calculations): /y, • • • • P1: P1: s P1: `/off .? •• • 09.0.1 •0 •6•••• 90 ••699• • 000000 • 1 • • 416••6• 0000 410.0` • • Deck Type: ••41• • ••1 •6••• �•p® 41 • __•••.6_•. . •L 00000 .1 00.41•• Type Underlayment: AA ,y�- � 0 0 41:6! 41 1 0• R Slope: —� : 041 • •••• • 12 •.Insulation: / •' '•' • � • • - eve 9.41... Fire Barrier: AIA �•0 9 Ridge Venue o 7 Fastener Type&Spacing: 01 &ds jC(-,Fa 1 1 Adhesive Type: Type Cap Sheet I v v 8 1 Mean Roof Height: Roof Covering: 1 Type&Size Drip Edge: 1 1 1 FLORIDA BUILDING CODE —BUILDING,5th EDITION(2014) 15.39 s 1 1 , Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED):accessed by Eiiem Palacio on Jun 8,2015 IP32:12 AM pursuant to License Agrecmen1.14o further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES o Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane tone Uniform Permit Application Form. 1 i 1 Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt.If the M,values 1 are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptable. ++++ 1 .... ...... 1 Method 1'Moment Based Tile Calculations Per RAS 127" ++'•/1 0• • x 7l = t Mg: Mf1 Q Product Approval Mt ••• ••31 •tom i ****a* 1 (P2. x7v =a_Mg:r=M'a1&P1 -Mg: Mrs Product Approval Mt •••• •c+/y �-^J • • (P3`1 3x7�_ Product Approval Mt ••••••• 0.00 • • • • • 1 ••• 0000 0009• Method Z"Simplified Tile Calculations Per Table Bet " • • 1 . 0.00• Required Moment of Resistance(M,)From Table Below .0•00• •• Product Approval M, • . • • 1 •• • 0000•• M,required Moment Resistance* • 1 •Mean Roof Height i • :000:0 1 Roof Slope 15' 20' 25' 30' 40' ••.+ • 1 2:12 34.4 36.5 38.2 39.7 +42.2• • :ease: -AAL ••• • • • 1 3:12 32.2 34.4 36.0 37.4 39.8 • •• 1 4:12 30A 32.2 33.8 35.1 37.3 I 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 1 28.0 29.4 30.5 32.4 1 7:12 24.4 1 25.9 27.1 28.2 30.0 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals, 1 For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L_=_x w:=-j-W: x cos 0_=F„_ Product Approval F' 1 (P2 x L_=_x w:=_)-W:T x cos 0_=Fr,_ Product Approval F' 1 (P3:_x L_=_x w:=_}-W:-x cos 0_=Fra_ Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier % Product Approval 1 Restoring Moment due to Gravity Ms Product Approval 1 Attachment Resistance M, Product Approval 1 Required Moment Resistance M0 Calculated i Minimum Attachment Resistance F Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 16.40 FLORIDA BUILDING CODE-BUILDING,6th EDITION(2014) 11111 IN 11 IN ' s 1 1 1 Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Eliezcr Palado on Jun B,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. gN�g�s a SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor ro de the ��O p tY 9 �p W dlWls~'t iMth ...... the required roofing permit,and to explain to the owner the content of the section.The AN iflods of SeQIioq 84402 govern the minimum requirements and standards of the industry for roofing system installations.Additioaalry,1he ....:* following items should be addressed as part of the agreement between the owner ant theftractor.The owner's • • initial in the designated space indicates that the item has been explained. """. .... .... . .... .... ..... ...... .. . ..... 2. Renailing wood decks:When replacing roofing,the existing wo88 roof deck ma7NOOe to be renailed in accordance with the current provisions of Section R4403.(The r0Tec*9 is usually concealed prior to removing the existing roof system). :..... 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4 R4403 and R4413. 17 ner/Agent's Signa u Date Coat ctor Signature Dat 111� rte. iia S-T' . Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; MIAM11 E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldadeaw/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 0000 SCOPE: ****`*** 0000.. This NOA is being issued under the applicable rules and regulations governing the use of constK to materWo..The .' documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Patrol gmtion`to be ••••:• used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdictibh•CW. • • 0000 0000 . . This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Prdlil'iet Control Seetion ••••• (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve thd'fipf yh have t'lii$•• ••'•• product or material tested for quality assurance purposes.If this product or material fails to ped form in the ac'c'epted '•• •• manner,the manufacturer will incur the expense of such testing and the AHJ may immediatelt*revo�e,modify,or •• • suspend the use of such product or material within their jurisdiction. RER reserves the right tQ revoke this geeaptence, if it is determined by Miami-Dade County Product Control Section that this product or materift4ollsfto meq, toe ;•••• 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:Polyglass Polystick Underlayments 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.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. AY--A— NOA No.: 15-0410.04 MMMIJUME Expiration Date: 09/13/21 _ c Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Cateeorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'33/8" ASTM D 1970 A fine granular/sand top surfaceyself-#dhering'.0. .00006 Manufacturing Or 65'x 3' polymer modified,fiberglass r~en,bitun444iis 6• Location#1 &#2 60 mils thick sheet material for use as an undaia)wont in good toof Soso% assemblies. Designed as an ice qs +shield. . 0 0000 .0000. Polystick Dual Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adherAT,gifts-fibe�i jUgloster 0*0 0 0 60 mils thick ASTM D 1970 reinforced waterproofing membaaaa.pesigneg s a 00:000 Manufacturing . 0 . . Location#2 metal roofing and roof file underiaysaent. 64' 0 0 000000 000 0. Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adher0* 0 0. s-fibjr/polyester a• : Manufacturing60 mils thick ASTM D 1970 reinforced waterproofing membrane..Designed M Iftetal • • • Location#2 roofing and roof tile underlaymea16 000 •0000• 00 Polystick TU Max 658"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof file Location#1 &#2 underlayment. Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a file roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 6518"x 313-3/811 TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefmic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x 313-3/811 TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefmic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 33-%" TAS 103 and Polyester reinforced,SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. NOA No.: 15-0410.04 ff'e' Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103&TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 1ttogi09 DX23D8B TAS 103/ASTM D4798&:G153. 02x1.8/10 ...•:• DX23D8A TAS 103/ASTM D4798&15155 .0211'8110 '. ....0. .0 . 000000 00000 . .0000. LABELING: •0 0 0.0 • .00. 0000 0000. 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufaekwaiis name yr logo,cit} .:.•' and state of manufacturing facility and the following statement: "Miami-Dade County Pmdnet Contro+4pproved%••••• or the Miami-Dade County Product Control Seal as shown below. :'.:.: 0 • . 0 0000.. MIAMI-DARE COUNTY • • • • • ,.N' 0 . . 0.000. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 E c'O 'f Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Elastofleg S6 G,hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank 060060 System Type E(3): Base sheet mechanically fastened to deck, subsequent cap me nb�►ne self-&(tared. .. . 00.. . Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 0: ' 0 00000 0 Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a tninirr0=6 4"headlap.(for:0..0: base sheet only) 0000 0000 0 0 0 0 0 0 00.0 0•000.• Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps vfdnainimup4Vwertica1••:0 laps. .. .. .. 0 0000.. Membrane: Polystick 0000.. TU Plus self-adhered. • 0 . . .... . 0 0 0 .. 0 Surfacing: See General Limitations Below. • . 0000.. .. . .0. . NOA No.: 15-0410.04 tie c'- Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-1/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofings •••• ••• • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofingapfl roof tile 1)Vgms. •• Polystick TU Max may be used in non-structural metal roofing and roof tile systems....... '..' ....:. Elastoflex S6 G may be used in roof tile systems only. •••••• • ...... .... .... . . 3. Deck requirements shall be in compliance with applicable building code. 0090 • 4. Polystick IR-Xe,Polystick Dual Pro,Polystiek Tile Pro,Polystick TU Max,PolystieV4V P,Polystiek TU ••:••• Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and drp surface. etleck ••••;• shall be free of irregularities. :":': '• . . . ...... 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polys;ck TU P,PRAHU TU . • Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre.a Astmg roofenembrane as a recover system. •• 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Exposure Lindtattons(Days) MTS IR-Xe Elastotlex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 ac'oiwa Expiration Date: 09/13/21 a Approval Date: 08/11/16 Page 5 of 8 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. y Elastoflex S6 G may be used in both adhesive Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof file applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)file assemblies,the maximum roof slope shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoftex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens 6:12 4:12 Profiled Tile Prohibited 4:12 6:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles laid perpendicular to slope followedl�blyT3�h hs all four tile stack loaded onto bparallel to the slope,for a total of 6 tiles—for all underlayments except Polystic = . . .... ...... Roofing Tres • • (s Max.Per Mack) •• 6600•i •• • 0000•• 0000•• • • • •0066• 000• •0•• • • 12 0000 • 6•••06 0.06• L s r- • • S •• •• • • •0.06• • • 0 00.600 0000• • • • • FbW Deck preparedWth • • • •••••• PDLWnCKTU R S •• • •• • • • • NOA No.: 15-0410.04 rnacff Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick 1R-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEWTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 W metal disk as required in Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) .... 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact •.• sees** 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform Payer 8f PolyOW •, Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB VI=g Cement, ""•• ...... . XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cemqppphed in be(ween .... the application of the lap.The use of mastic between the laps does not apply to Polystiek MTS. •:0 o 00• 006:000 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments.Reftt8S:he Polfts%Tile *so**• .. .. ...... Loading Guidelines. See General Limitations#9 and#10. ..•�•�•� .. �• 6. Battens and/or Counter-battens,as required by the file manufacturers NOA,must be used.on$ll projects for 000000 pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"42",precautions Muld be. taken,such as the use of battens to prevent file sliding during the loading process. •• 000 . "': 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 atatore r _ Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)89414563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING MUTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .. . . . 0 0000•0 .990• • • • • • • 0 • •0000• • •v NOA No.: 15-0410.04 ria�'auCua�r Expiration Date: 09/13/21 6 Approval Date: 08/11/16 Page 8 of 8 s M1,4kMI�1DE , � MIAMI-DADS COUNTY , PRODUCT CONTROL SECTION •B �, , 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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.aov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441 Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade 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. 9999 DESCRIPTION:ICP Adhesives Polyset®AH-160 ••9990 9999 0:0. .. 9999 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.dvA state and following....:. statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 9 9.9.. 0 9 9999.. .999 ..9. 9 9 RENEWAL of this NOA shall be considered after a renewal application has been filed and thele has been changes •;••• in the applicable building code negatively affecting the performance of this product. 0*:**: 0.9.9. 0*000 00 90 90 . 9099.6 TERMINATION of this NOA will occur after the expiration date or if there has been a:reWi&n or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoAement of ani-proaact,for• •• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to oppoy;with W.sec�ion of•••• this NOA shall be cause for termination and removal of NOA. 0.: 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 NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.:17-0322.03 MUV*D 1DE COUNTY Expiration Date: 05/10/22 • 1 Approval Date:04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriution Snecitications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset'AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack' N/A Dispensing Equipment 30& 100 .... PRODUCTS MANUFACTURED BY OTHERS: "" .. . 0000 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NQ Lvb ch lista bent ....:. resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. 0 0 0:6 9 0 0000.. 9669 6696 . . MANUFACTURING LOCATION: • . .""0 "0 0 0000.. .. . 0000. 1. Tomball,TX. ' .. .. .. . 0000.. 99..00 9 9 PHYSICAL PROPERTIES: ' ' ' ' """ 0000.. Property Test Res t$ ' """ ... 9 Density ASTM D 1622 1.6 lbs./ft' 00 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.:17-0322.03 MIAWDADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Repo rt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743814 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 ..e. 528454-10-1 •... • . . . ...... 520109-1 TAS 101 '..' 12/28!9$ 520109-2 * : ...... .. . ...... 520109-3 • 520109-6 •••• •••• • 520109-7 •••• •••• ••••• 520191-1 TAS 101 ••;'•; 03402/99. •••••• 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile AssembgforTue ratht. ' 2. ICP Adhesives Polyset®AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.:17-0322.03 =-=- we cout�r Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset'AH-160. 2. ICF Adhesives Polyset'AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of ICP Adhesives Polyset'AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack'30& 100 dispensing equipment only. 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset'AH-160 has been dispensed. 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accordance with t1iL . 'Placement Details'herein. Each generic file profile requires the specific placement notid herein. •••. 0060 . 0000 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. .. 0000. • • • • •• •. •• • 000.0 ••••0. • 00 . . . . ••.••• •000.0 • • • • s • • 0+0000 • • NOA No.:17-0322.03 couN�nr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control�ppri�ved" or.&S Miami- •• ••• Dade County Product Control Seal as shown below. • • NAMMME ems, sees•• •• • sees.• • •sass• • • • easeaese e a a r s e BUILDING PERMIT REQUIREMENTS: "" "" a a"` ...... .. . ..... As required by the Building Official or applicable building code in order to properly evaluate tbe`wct•allatioll4.0 ...... system. ...... . a' . . . . ...... s . sessea NOA No.:17-0322.03 Mwrn•DADe counmr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 !=ugh al°®ac canal wadyIs.,►•mror�, Flat/Low Profile Tile quIndi Wesd•,aaym•n1 {- - 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the file being set. satee s OPOW t j' 2. Continue in same manner.Insure approximately 17 a;+ s -: ={` (109.7 cmZ)-23(148.4 cmZ)square inch adhesive contact with the underside of the tile. :- e•3. - rJt}i� ERA flmuw—__ - :a. .� :.f• _ Nall through ptas*eemerst Medium Profile/ Double Pan Tile (when require i Paddy Msn*ad,Tarl 1. Starting at the eave course,apply a minimum 2" u'naswiaynware r ''- (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the � k .-=:_ f:�;;'-'` overlock of the tile being set. •••• ,._ N 2. Continue in same manner jpsut;appro4i%tely 17 • (109.7 cm2)-23(148.4 GRd2j.StWaTe ift, sive • s `+ti - -•,.�•-.. .. -'•--•:----.._;�;'.a`{� contact with the underside,pCU tile. :see* •" r''�+'.•~ —°q'�f tia- ?'� 0000 0 0100 000• Eaxc c1miure • • 0000•• •• • 0000• Pavatmurso=-_ —Fnda • • • • • •• •• •• 0 0000•• •••••• • • No`hmush 04� la•aRilhral•I High Profile/Single Pan Tile *00000 •060*:•••• �wftie rcqudndF _ • . • •0000• 60* *219 0 1. Starting at the eave course, 0 apply a minunu (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam ''':-' paddy onto the underlayment positioned as shown 101nal `` /._ under the pan portion of the tile closest to the 'In.`l" _ overlock of the tile being set. ealezas :i, ',ti' 2. Continue in same manner.Insure approximately 17 (109.7 cm2)-23 (148.4 cm2)square inch adhesive contact with the underside of the tile. ►11 E•Metoureoi Ni %o7Ia. NOA No.:17-0322.03 MIAMMAD,COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 ftwalft Fussit ram•ne4rdFlp I mwt�+�la el Flat/Low Profile Tile .e " 1. Starting at the eave course,apply a minimum 2"(50.8 ~ mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlock of the rile being set.Insure approximately 17(109.7 cm2) 5 23 (148.4 cm2)square inch adhesive contact with the - i underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Fay x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile *henrewlmdl 0000 1. Starting at the eave course,Iplya minimum•�'0(50.8••••:• mm)x 10"(254 mm)x 1"(�5.�4 min)foam paddy • 6Jn d•el.yrn•ne' . . . • onto the underlayment posittmcpas shown t ndcr the ..... • z-- '---. pan portion of the tile closes'151118 overlock bf the • • ~` -w _ the being set.Insure approxiMfeiy 17(1097Lh�)– '�''''� �, 23(148.4 cm2)square inch adhesive contacf vc+ith the underside of the tile. • • • • • 2. At the second course,apply utn%num?�"(50,8mm) • 5'.. 1"'�� x 7"(177.8 mm)x 1"(25.4anm)foam p�'d�ito the. . ' r _.�.ti-�•1,,��.��¢..:1- ��,,, underlayment positioned as'shewriunderithe pax► portion of the file closest to the overlock of t$s file �...z�►.•-�;_ .� �'r�-�' v—Fes®. being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.:17-0322.03 Muu��onoe eourmr Expiration Date: 05/10/22 APPROVED Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) N•(IdMOU0025tza° "' eddy r�•�zawc+IsTi�.3 High Profile/Single Pan Tile Whma re4uked1 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ~'-�s44'-4.q-' `'--;L..�. ,'`•T onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set.Insure approximately 17(109.7 cm)— a�'-,� � 23(148.4 cmz)square inch adhesive contact with the underside of the tile. ~tip r'ai.. 'a�` �'`�• �r, �� irs` 2. At the second course,apply a minimum 2"(50.8mm) ItGa." = ',F ' .�}`�a . x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile HP Qd*Q being set. 3. Continue in same manner.Insure approximately 17" (109.7 cmz)- 19(122.6 cmz)square inch adhesive contact with the underside of the tile. 0000 . . 0000 0000.. .. 0000 • • • 0000.. .. . 0000•• 0000.. 0000.. 0000 0000 . . • • • • 0000 •00• 40.06 66.00• •0 • 066•• •• •• •0 • 666.6• • • • • • 0000•0 • • • • NOA No.:17-0322.03 MAMMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Hall duough plastic cement paddy fttwm tiles) 4whan ne0med) 1. On the eave course only,apply a minimum 2"(50.8 Battens optional • mm)x 10"(254 mm)x V(25.4 mm)foam paddy slunderte) onto the underlayment positioned as shown,under yn&paddy the strengthening rib for flat tile or under the pan _ portion of the tile for low or high profile tile closest es41e to the overlook of the tile being set.Leave s ►e�p�1d '� ` approximately 4"(10 1.6 mm)up from the eave Wdy -,�`'-�! edge free of foam to prevent the expanded adhesive 2z4 '�� from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of ton6•,_�``; adhesive contact with the underside of the tile Fasda - race ea°sue 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x V(25.4 mm)foam paddy onto the underlayment just below Flat/Low PraflleTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the MU Single paddymdert)1e pan portion of the tile,closest to the underlock for (when re**ed) pa (6etru mea) the second course file to be installed. Insure - approximately 8-9 int(51.6-58.1 cm2)of adhesive Baum na�y(undertne) contact with the underside of the tile. optional If (Instructions continued on next ptag� •••• •• +�4ut41n. '`! •••••• •• • •••••• yen •••••• • • • y •••••• 000000 000000 aln. • • _-.Emclosure •• •• •• • •••••• • Eave Course Fascia :00:0: ••i•i • •• Medium PraflleTile i ••• • i••••i NOA No.:17-0322.03 MU141•DADECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nail Rough PIN* M]ergte paddy under dle 1vrhenregaired9 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x V Paddy 4 "tits) 3. mm)paddy on top of the eave course tile Banes Paddy CunderWe) surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, r closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 9(58.1 cmz)- 11 (71cmz)square inch adhesive 4x 4 in. "•"` contact with the underside of the tile at the overlap ::ainand 7(45.2 cm2)-9(58.1 cm2)square inch Wotoe ,• adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Eare Cocvse 4 i fa9da Weephab 1011L 2 in. Fare dasure Drip edge High ProfllaTQe s •• •• •• • •••••• • • • • • •••••• • • s• NOA No.:17-0322.03 MCAMMADE COUNTY Expiration Date: 05/10/22 r Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achleve 8S to O sq in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" In contact vr(th the pen tile. ,.l,en required) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.tron outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.in.contactarea. -�° tiles from rocking until adhesive has a chance to IUnderlayment , cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 Cm2)—70(451.6 cm2) = , square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing the underside weephale F Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion•+the eave course cover die.Abut msecond course•+ edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at save One. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of aaaa foam to allow for expansion, .000*a 640096 4. Tum cover tile over aft"JW"is app gc abed •• place onto pan tile coWg.JVyre a minigium of • • 20(129 cm2)-25(161.3arin;)square" :0400: contact area on each sida►of We cove'fstiie48 the ..... pan tile.Continue in samewmener.Trim away .•:..' any cured exposed foamQhesive.Pomhirg of e e e o a longitudinal edges of tlV eM tiles are• • considered optional. a a ;...;. •••••• 1 e •a• •wawa• 5. When additional nailingis required,'21(50:8 ' mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.:17-0322.03 MIAMPDAD,COUNTY Expiration Date: 05/10/22 �® Approval Date:04/27/17 Page 11 of 11 MIAMI•GINDEt: MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 0000 This product is approved as described herein,and has been designed to comply with the Flor f a Iluiilding eed&• •••••• including the High Velocity Hurricane Zone of the Florida Building Code. •• • see* •• 00000. ... . Goes:* .000. DESCRIPTION: Saxony 900 Concrete Roof Tile 00000 •••••• 0000 . . •••• •••• 00000 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,@ilyJ•state and fdlowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.•• •• •• • •••••• 0.0.00 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and Mere has been nochange 0000:0 in the applicable building code negatively affecting the performance of this product. •••• • . 0000.. 00 0 000 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 00 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 NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.:16-0711.05 " ®� r 1� Expiration Date: 04/26/22 l Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateeorr Roofing Sub-Cateeory: Roofing Tiles Material: Concrete Deck Tvpe• Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Snecifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two Bail holes. Far a geyot deck,..... thickness= 1-9/32" batten,mortar set or adhesi-ft S&*plicatipgg,Top 6 surface produced with 4 diffarentconfiglah'ont: ....:. 1. Complete tile brushed*:** 0 2. Right half brushed(sem in drawing) �0• 0 0 0 3. Left half brushed 0000 :000 •0 0•• 4. No brush 00.0.0 • • 0.00• .. .. .. . ...... Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high p"sure extriWed 0• Width= 13" concrete roof file with two Bail holes. For direct deck,...:. thickness= 1-9/32" batten,mortar set or adhesije sit-jpplic 'ons. 0 Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete•roof • Width:varies pieces for use at hips,ridges and rakes. varying thickness NOA No.:16-0711.05 Mt14MI•o,ADe COUNTY Expiration Date: 04/26/22 .tell Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Reuort Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108(Nail-On) •• Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing ••; Aug, X94 • TAS 108(Nail-On) ...... 11.00 ; .• .;• Redland Technologies P0631-01 Wind Tunnel Testing ...:.. July 1994 . TAS 108(Mortar Set) •••• •... Redland Technologies P0402 Withdrawal Resistance Testing df••• Sept+49§3 --:o-. screw vs.smooth shank nails*••..• .• • ••••• .. .. •• . ...... Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties ••••.. Aug.1994 .' Engineering,Inc. TAS 112 0000% Celotex Corporation 520109-1 Static Uplift Testing I�p.1998 ;-0-• Testing Service 520111-4 TAS 101 '.: Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.:16-0711.05 MAWDADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900(Slate,Shake&Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight W(lbf) Length-1 (ft) . Widtnsry.(m •••••• Saxony 900 10.9 1.417 1.w:•; ••• ;• Slate Shake&Split Shake Table 2: Aerodynamic Multipliers-X(ft3) •....• •....' ..... Tile (ft3) ft 3 • Profile Batten Application Dlregt j;grk Appllc$tlon •• Saxony 900 0.291 0.315 ;•••;• •••• Slate, Shake &Split Shakeguy.•. ...: . . Table 3: Restoring Moments due to Gravity-Me(ft-lbf) Tile 21':12" 3":12" 411:12" 5":12" 6":12" 7":12"or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake& Deck Deck Deck Deck Split Shake 1 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 MAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft4bf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mr(ft4bf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistgpw•• Saxony 900 Slate, Shake&Split Shake Adhesive' *,,0- 31.32&E:•000200 �• . . 1 See foam adhesive manufacturer's component approval for installation requirements. • • 2 The Dow Chemical Company Til®BonC one-component foam minimum weight per paddy 13.9 grarrA.• •• ••• 3. ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8 grams. 000000 ••• •• s•• : ' . . Table 6: Attachment Resistance Expressed as a Moment-Mf#ft=llafj ' for Single Paddy Adhesive Set Systems •••••• • Tile Tile Application •Min`mument Profile '..' tesiapce� • •••• Saxony 900 Slate, Shake&Split Shake ICP Adhesives PolysetO AH-160 118.94 •• Two-component foam 40.45 3 Large paddy placement of 45 grams of PolysetO AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7:Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake&Split Shake Mortar Seth 43.96 5 Tile-rite Roof Tile Mortar NOA No.: 16-0711.05 MONMADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ••0• . . 0000 0000.. .. 0000 . . 0000.0 .. . 0000.. 0000.. NAIL HOLES •••• 0000 o 0000 egos 00:00 0000.. .00 . 00000 • .. .. oo • se 0000 0000.. . . . . 0000.. 0000.. 0 . e . 0000.. 0 000 . o s e 0 00 1-5/32"(Slate) 17" COVERLOCK 13 „ UNDERLOCK I SAXONY 900-SLATE NOA No.:16-0711.05 htu►htanlwe CouN rr Expiration Date: 04/26/22 APPROVED Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS z NAIL HOLES t t 1-9/32"(Shake) 17 " 13 " Note:Available Top Surface Finishes •.• ....�. 5. Complete the brushed •• •••• 6. Right half brushed (shown In drawing) goo:** •• • •••••• 7. Left half brushed '•"'• • 8. No brush 0••'•0 0"•' ...... .. . ..... .. .. .. . ...... SAXONY 900-SPLIT SHAKE •••••• •• • • • • •••••• NOA No.:16-0711.05 honMawwe courmr Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 PROFILE DRAWINGS NAIL HOLES ..ti IIQ •t - 1-9/32"(Shake) 17" 0000 13 " • . . 0000 0000.. .. 0000 41,4141,41 ,00 410004141 4141,414141 0 0 0 0000.. 0000 0000 . . 0 0000 410041 41000. SAXONY900-SHAKE •••••• •• • ,•••• . . . .. .. 00 0 0000.. 0000.. 41 41 414141,4141 0000.. . . . 0000.. END OF THIS ACCEPTANCE •, • •••0 ; • NOA No.:16-0711.05 a�u►htae�eeouw7Y Expiration Date: 04/26/22 ,...OD- Approval Date: 09/29/16 Page 8 of 8 MIAMaMIAMI-DADE 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) ww,m1am1dade.eoy/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade 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 BuildiAp Ob& see*** including the High Velocity Hurricane Zone of the Florida Building Code. ..•:*• ...... .... .... . . DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. •••.' '....' ..... LABELING:Each unit shall bear a permanent label with the manufacturer's name or logRf,c*,state add •• ••••;• following statement: "Miami Dade County Product Control Approved",unless otherwise$8feterein. '. RENEWAL of this NOA shall be considered after a renewal application has been filed •d • has been no •••••• PP a4 �i� :....: 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 revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-1030.01 z!; Expiration Date: 11/04/18 JAPPROVED1 Approval Date: 03/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Catep-ory: Roofing Sub-Cateaorv: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification DescriD n GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply®Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. GAFGLAS® 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced F1exPly 6 Wide with fiberglass mat. GAFGLAS8#75 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. • Tri-Ply®#75 Base 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base4)lyshvet renribtWd ••••;• Sheet Wide with fiberglass mat. ..... '. . .. . ...... GAFGLAS®#80 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or baseMy%beet reinforced • Ultima'Base Sheet Wide with fiberglass mat. •••• *Soo** • .... .... ..... GAFGLAS® 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic per1amM&ventingbase ..:..' Stratavent® Wide sheet reinforced with fiberglass 0 •• •0 •••••• Perforated Venting Base Sheet ... . •0000• GAFGLAS® 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic naifabie venting hese *•': Stratavent®Nailable Wide sheet reinforced with fiberglass mat.Bottom si(6 Venting Base Sheet surfaced with granules. Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS polymer-modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid®Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® HW 25 39.37"(1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.:14-1030.01 h co t Expiration Date: 11/04/18 • Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT° TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37"(1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS® 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri Ply®BUR 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS® 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCapm Wide with fiberglass mat. Cap sheet is factory coated Mineral Surfaced with TOPCOAT®EnergyCoti-Elastomeric Cap Sheet Coating. Topcoat®Surface 5 or 55 gallons ASTM D6083 Solvent-based thermoplastic rubber Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat® 1,5 or 55 gallons ASTM D6083 Water-based elastomeric coating Membrane •• . . 0000 0000.. Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer desigAed to b •, asphalt bleed-through. fee:** •0 • •••••• 0000.. 0 Topcoat®FireOue' 5 or 55 gallons Proprietary Low VOC,water based fire barrier coating0 0•• 0000 Fire Barrier Coating •••• •••• ••••• VersaShield®Fire- 12"x 100'rolls ASTM D226 Non-asphaltic,fiberglass refilWed finderl4mW ...... Resistant Roof and/or fire barrier .0 0000 .• Deck Protection 0 • 0000.. VersaShield®Solo' 42"roll wide, 100 ASTM D 146, Non-asphaltic,fire resistant fiDag'la$ ... 0 6000 Fire-Resistant Slip ft. D828,D4869, underlayment •00 Sheet D6757 Topcoat® 1,5 gallons or TAS 139 Solvent-based elastomeric sealant. F1exSeal' 1 qt.tube NOA No.:14-1030.01 heAMa ecu1D Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuarC Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard"Ultra.Polyiso Glass-faced polyisocyanurate foam insulation GAF Insulation EnergyGuard7 RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard7 RA Composite Polyisocyanurate foam insulation with high GAF Polyiso Insulation density fiberboard or permalite EnergyGuard'RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuarC RH Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard7 RN Polyiso Polyisocyanurate foam insulation GAF • . . .... ...... Insulation • . EnergyGuarC Perlite Roof Perlite insulation board "tx4F Insulation .... ...... .... . . EnergyGuard'Perlite Recover Perlite recover board •QaF •••• •0:.. Board •••••• '• . ••••• .. .. .. . ...... Securock®Gypsum-Fiber Roof Gypsum board United S6ypsum Corp. • Board 0.00•• Securock®Glass-Mat Roof Glass faced gypsum board United Sfaias'G-psun;-r"r+p.. :"": Board Structodek®High Density Fiber High density fiberboard Blue Ridge Fiberboard,Inc. Board Roof Insulation DensDeck®Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.:14-1030.01 E couNrr Expiration Date: 11/04/18 APP;OVED Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descrlotion Dimensions (With Current NOM 1. Drill-Tec"'#12 Fastener Phillips head,modified #12 x 8"meat. GAF buttress thread,pinch point, length,#3 carbon steel fastener for use Phillips head in steel or wood decks.With CR-10 coating.Available with a pinch point or drill point. 2. Drill-Tec"°#14 Fastener Truss head,self-drilling, #14 x 16" GAF pinch point,high thread max.length, fastener for use in steel,wood #3 Phillips or concrete decks. head. 3. Drill-Tec7'ASAP 3S Drill-Tee#12 Fastener with See GAF Drill-Tec"'3"Standard Steel components Plate. 4. Drill-Tec'3"Steel Plate Round Galvalumev steel 3"Round GAF stress plate with reinforcing sees ribs and recessed for use with • . . .... ...... Drill-Tec"fasteners. • 99 a 5. Drill-Tec'"3"Standard Steel Galvalume®coated steel 3"Round ..•;•'GAF••• ' 0000:0 Plate stress plate for use with """ ' approved Drill-Tec 000000 00000 0 ..... fasteners. • 6. Drill-Tec''AccuTrac®Flat A2-SS aluminized steel plate 3"square; ::::::GAF'::':' •••••• Plate for use with Drill-Tee .017"thick ;••;•; 0 • fasteners. .. .00.0. 0000 7. Drill-Tec"°AccuTrac® Galvalume®steel plate with 3"square; :GAF... Recessed Plate recess for use with Drill- 017"thick Tee fasteners. 8. Drill-Tec 3 in.Ribbed Round Galvalume®plated 3"Round GAF Galvalume Plate(Flat) steel stress plate with reinforcing ribs for use with Drill-Tee fasteners. NOA No.:14-1030.01 aMN o nrnr Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Agencv Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 02/13/13 3047636 4470 08/08/13 ODOA8.AM 4470 07/09/99 OD1A8.AM 4470 07/29/94 OY9Q5.AM 4470 04/01/98 1B9A8.AM 4470 09/04/97 2B8A4.AM 4470 07/02/97 3B9Q1.AM 4470 01/08/98 3D4Q2.AM 4470 05/30/97 797-03221-267 4470 011f,97. 797-03825-267 4470 : 07/71MB 797-10228-267 4470 •• OOWN. •. 0..060 .. . 0000.. UL LLC R1306 UL 790 ••• •• 04/0017 ••• 0000 0000 . . PRI Construction Materials GAF-012-02-02 ASTM D4977 '0000' 1 f/06,G[lf .0 0.. Technologies,LLC GAF-020-02-01 ASTM D4977 0.0... 02/0a/020 0:0 0• GAF-082-02-01 ASTM D6083 ••e••0 OS'/69706' ...•;- GAF-084-02-01 ASTM D6083 :0-:-: 05109t06 00 GAF-122-02-01 TAS 139 0 ' 031974% 00.0 0 GAF-270-02-02 ASTM D226 1 f/15/10 :0 0 0 0 GAF-276-02-01Rev ASTM D6083 0 11/19ALI • GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 NOA No.:14-1030.01 hue►tN a eout�rr Expiration Date: 11/04/18 ___]APPROVEDI Approval Date: 03/04/17 Page 6 of 31 EVIDENCE SUBNII'I°TED: (CONTINUED) Test Aaeacv Test Identifier Description Date PRI Construction Materials GAF-559-02-04 ASTM D 1876 10/01/14 Technologies,LLC GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(I) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 GAF-559-02-09 ASTM D 903 10/02/14 GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/15/14 GAF-559-02-16 TAS 114 10/15/14 GAF-559-02-18 TAS 114 10/15/14 GAF-559-02-19 TAS 114 04/16/15 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD C8500SC.11.07 TAS 117 11/30/07 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31t1'Q G33470.01.11 ASTM D6164 11/ fl G34140.04.11-2 ASTM D6163 '• 04/2UP6 •. G34140.04.11-4-R2 ASTM D6401 ... .. 06h?4!11 •• G34140.04.11-5-R3 ASTM D4897 •••• O6/OW ;••••; 636780.07.11-R1 4470-TAS 114 •....' onslLP ..... G40630.01.14-1 ASTM D6163 ...... 01/06/1.4 ..:..' G40630.01.14-2A ASTM D6164 ••••• 0 x/0014 •••••• G40630.01.14-2A-1-Rl ASTM D6164 ;••;•; 04/10K4 •, G43610.01.14 ASTM D3909 0 z1=4k •••••• G6850.08.07-1 ASTM D3909 09/13/07 :....: SC6870.08.14-R1 ASTM D3909 •• 04/bU1400 • Atlantic&Caribbean Roof 11-053 TAS 114 08/12/11 Consultants,LLC NOA No.:14-1030.01 pppp� C Expiration Date: 11/04/18 APPROVEDApproval Date: 08/04/17 Page 7 of 31 Membrane Type: BUR Deck Type 1: ood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks secured 6 in.o.c.at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in.o.c.at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat®FireOut"Fire Barrier Coating,VersaShield®Fire Resistant Roof Deck (optional) Protection,VersaShield®Solo"'Fire-Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: GAFGLAS®#80 Ultima Base Sheet,Stratavent®Nailable Venting Base Sheet,Ruberoi& 20 Smooth,Ruberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld`25 base sheet mechanically fastened to deck as describe ow; Fastening GAFGLAS®Flex Ply"'6,GAFGLAS®#75 Base Shee Tri-Ply®#75 Base Sheet or any of Option#1: the above anchor sheets attar a annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the fiel tG imum Design Pressure–S2.S psf.See General LimM�or 2eroidl Fastening AS #80 Ultima' Base Sheet,Ruberoid 20 SmooMopSmooth Option#2: attached to deck with approved 1'/a"annular ring shank nails and inyerteq 3"stent pjjt••e aat a .... • fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a f$stener Wping of •• 9"o.c.in the center of the membrane. 0 6.0 0 6 ' : 0900:0 (Maximum Design Pressure–60 psf.See General Limitation#7) 009:80 0 0000.. Ply Sheet: g a or more plies o GAFGLAS®Ply 4 Tri-Ply®Ply 4 or GAFGL�ta; ®UltiaY.4e Sheet d in a full moppmg approved asphalt applied within jt%$9VT range gni at a .6;..• rate of 20-40 lbsJsq.installed per manufacturer's installation instructidn& 6966.6 Cap Sheet: (Optional) a ply of GAFGLAS®Mineral ce a Tiq-* iUR 9raZ#e 6 0 • Cap Sheet or AS®EnergyCap Mineral S ac eet adhered in a�•• 0 0 mopping of approved asphalt applied within the EVT range and at a'Wdof 20-441hs./sq. installed per manufacturer's installation instructions. '.: Surfacing: Optional on granular surfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 3001bsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Membrane or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat®MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer)followed by Topcoat®Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.:14-1030.01 6 Expiration Date: 11/04/19 JAPPROVED1 Approval Date: 05/04/17 Page 25 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply'6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/"DensDece Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTATIONS: 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 sidelap 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275.1W,U tested in compliance with Testing Application Standard TAS 105. If the fastener value,as lieWasted,are below •'•• 2751bf.insulation attachment shall not be acceptable. 000000 ••• a 60600: 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment i&I*pd on a minimum • fastener resistance value in conjunction with the maximum design value listed within a sped stem. S add the :•**"; fastener resistance be less than that required,as determined by the Building Official,a revisedfadfener spaaiag,' •••.. prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Arcbisc o*or Registarpd. •" ••• Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal rek6nce value •••••• taken from Testing Application Standards TAS 105 and calculations in compliance with RQdftV4kpplicatioft •, Standard RAS 117. :0000: 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of less areas. fastener :•••• densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Appligition . 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 comers).(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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:141030.01 e ou Expiration Date: 11/04/18 "R Approval Date: 05/04/17 Page 31 of 31 7/1/2016 TGFU.RI306-Roofing Sysoems ONLINE CERTIFICATIONS DIRECTORY L TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofina Systems OAF R1306 1 CAMPUS DR PARSIPPANY,N]07054 USA "RUBEROID®20 Smooth"or"RUBEROID®Mop Smooth"or"RUSEROID®Mop Smooth 1.5"may be utilized as an alternate to Type G2 "GAFGLAS®#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"or"GAFGLAS®#80 Ultima""Base Sheet"base sheets in any of the following Classifications. Thin.thick(minimum)gypsum board or Yh-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck®Roofboard"or"DensDeclk®Prime Roofboard"or"DensDeck@ DuraGuardT Roofboard"or'A-In.thick(minimum)United States Gypsum Co."SECUROCK®Roof Board"(Type FRX-G)or"SECUROCKO Glass-Mat Roof Board"(Type SGMRX)may be used in any existing noncombustible deck Classification.When this Is done,the resulting roofing system is acceptable for use over combustible(15/32-In.thick minimum)roof decks.However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDec k®Roofboard"or"DensDeck®Prime Roofboard"or"DensDeck®DuraGuardTM Roofboard"are to offset a minimum of 6-In.with the butt joints In the roof deck.If polystyrene is part of the roof system,It must be placed below the overlayment board.1&-in.thick(minimum)"SECUROCKO Roof Board"(Type FRX-G)and"SECUROCK®Glass-Mat Roof Board"(Type SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type GI"GAFGLASO Ply 4"or"rri-Ply®Ply 4"or"GAFGLASO Flex Ply 6"or"Tri-Ply®Ultra-Flexible Ply 6"mayered to Georgia-Pacific Gypsum LLC"DensDeck®Roofboard"or"DensDeck®Prime Roofboard"or"DensDeck®DuraGuardT"Roofboardf n hotsroofing asphalt. ••• •••• ••••:• "GAFGLASO FlexPlyT"6 SO and"GAFGLASO FlexPlym 6"may be used Interchangeably in any roof covering sysM used beloN.• • ••• • "EnergyGuardT Ultra"is an acceptable alternate W"EnergyGuardT""in any applicable Classification. •••••• • • • "GAFGLASO Stratavent®Nailable Venting Base Sheet"may be mechanically fastened or fully adhered with hot rooAng asphalt ever*•• • noncombustible decks and as a recover over existing roof systems. •••• `••• `•;•• EnergyGuardT"Perlite Insulation"may be utilized as a cover board over"EnergyGuardT"'"in any of the following smTs. 000000 •••.•• Unless otherwise indicated,the roof insulation is mechanically fastened,fully adhered with hot roofing asphalt or WWVasslfied urethane •• Insulation adhesive.Polystyrene referenced In any of the following Classifications include insulation. ; ` ; : . •.•0 0 6 Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the rn tufbiftpr's Installation ; •• Instructions(excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications. •• • ••• • • • "EnergyGuardT"Tapered"is an acceptable alternate to"EnergyGuardm"in any applicable Classification. "EnergyGuardm Ultra Tapered"is an acceptable alternate to"EnergyGuardlm Ultra"in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet('GAFGLASO#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"or"GAFGLASO#80 UltimaT"Base Sheet") is a suitable alternate for Type GI asphalt glass fiber ply sheet("GAFGLASO Ply 4"or"Tri-Ply®Ply 4"or"GAFGLASO Flex Ply 6"or'Tri-Ply® Ultra-Flexible Ply 6")In the Class A,B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS®Stratavent®Nailable Venting Base Sheet"or"GAFGLASO Stratavent®Perforated Venting Base Sheet".Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLASO#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"or"GAFGLAS®#80 UltimaT" Base Sheet"or"GAFGLASO Stratavent®Nailable Venting Base Sheet")may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLASO Ply 4"or"Tri-Ply®Ply 4"or"GAFGLASO Flex Ply 6"or'Trt-Ply®Ultra-Flexible Ply 61)as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated,all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLASO Flashing"or"RUBEROID®"may be used for Flashing in any of the Class A,B or C systems listed below. When"perllte"is referenced,this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel In any of the Class A,B or C systems listed. http9/database.ul.com/cgi-bin/XYV/templateUSEXT/iFRAME/showpage.htmlbamo=TGFUR1306&croshor ide=Roofing+Systems&objid=1074351933&cfgid=... 1/45 7/1/2016 TGFU.R1306-Roofing Systems Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of rh-in.minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin paper(parlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board in the following Class A,B or C systems. Trumbull"Parma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 UltimaT"Base Sheet"may be used in any of the following systems. "GAFTEMP Permalite Recover Board"may be used in lieu of any periite insulation In any of the following NC Classifications. Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"United Coatings'"FlreShield MB Roof Coating"applied at a rate of 2'h to 3-gal/100-f:2. Class A,B and C Hot roofing asphalt,for use with glass felts or modified bitumen membranes. "RUBEROID@ Heat weld"SBS roofing membranes may be used In lieu of"RUBEROID@ Mop"SBS roofing membranes in any applicable Classification. Clams A 1.Deck:C-15/32 Incline:3 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard*"Roofboard",minimum'A-In.thick,or United States Gypsum Co."SECUROCK@ Roof Board° (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum'/4-in.thick. Insuhtion:—One or more layers perlite or woad fiber or glass fiber or polyisotyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurete composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLASS Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS@ Flex Ply 6"or'Tri-Ply®Ultra-Flexible Ply 60,fully adhered with hoot roofing asphalt. Surfacing:—Gravel. 2.Deck:C-15/32 Incline:2 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard%or"DensDeck@"we •••••• Roofboard"or"DensDecke DuraGuardT"Roofboard",minimum TA-in.thick,or United States Gypsum C(?.g`$ DtOCK@ Mg#oard" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum'/4-In.thick. • • • • Insulation:—One or more layers periite or wood fiber or glass fiber or polylsocyanurate or urethane or?�tVpolylsoc�a4rura;e 0000"' composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickmat.•• • • • Ply Sheet;—Three or more plies Type GI "GAFGLASS Ply 4"or"Trl-Ply@ Ply 4"or"GAFGLAS@ Flex Plydtsos"Tri-Plyo"Va-Flexible:"": Ply 6",fully adhered with hot roofing asphalt. • • • • Cap Sheet:—Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or'M*GLASS Ene'rgyCap- �';' • Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. • �'• •• • • �'• e• so •• • *egos* 3.Deck:NC Inciine:2 ' • • o e Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard*or"De9sDecj?itrv4o 000000 Roofboard"or"DensDeck@ DuraGuardT"Roofboard",minimum 1/4-in.thick,or United States Gypsum C4"S1�0U.tOCKf87Roof Board" :0000: (Type FRX-G)or"SECUROCKS Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. •• • ••• • • • Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or • g perlite/polylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type GI"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or`Tri-Ply@ BUR Granule Cap Sheet°or"GAFGLAS@ EnergyCap- Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. 4.Deck:C-15/32 Incline:1 Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OIyBo s nln tem"or an UL lation adhesive. Base Sheet: One ply T G2"GAFG #75Base Sheet or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima""Base Sheet° or"GAFGLAS@ v n a s e V ee mechanically fastened. Ply Sheet: ne or more les T FGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or GAFGLAS@ Flex Ply 6"or°Tri-Ply@ Ultra-Flexible Ply 6",fully adhe roofino as alt. Cap Sheets—Type G °GAFGLAS@ Mineral Surfaced Cap She or"Tri-Piy@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCap'" Mineral-Surfaced Cap She-ellrfally-b-dHereo with notroc ng asp air. Coating(Optional):—"United Coatings*"TOPCOATS EnergyCoteT"Roof Coating°or°TOPCOAT@ MB Plus Coating"or"United Coatings'"Roof Mate MB Plus Coating"applied at a rate of 2-gal./100-ft.2. S.Deck:NC Incline:3 Base Sheets—One ply Type G2"GAFGLASS#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima*"Base Sheet" or'GAFGLAS@ Stratavent@ Nallable Venting Base Sheet'or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet"or"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheets—One or more plies Type G1"GAFGLASS Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASS Flex Ply 61 or'Tri-Ply@ Ultra-Flexible hdp://database.0 xmWcgi-bin/XYV/template-ABEXT/1FRAME/showpagelMW name=TGFUR1306&mnshor ide-Rooting+Syswms&,*id-1074351933&cfgid=... 2/45 1.�1201 Miami Shores Village Building Department AUG 22 2017 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. �'j -Zi ZZ PERMIT APPLICATION sub Permit No. IAF- (9' Q '�SZ BUILDING ❑ ELECTRIC 0 ROOFING M REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1116 N E 92 Street 3312 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3205-027-0420 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Victoria Newton Dunn Phone#:305-303-2906 Address:1116 NE 92 Street City. Miami Shores state: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: 0S - c-) �- CONTRACTOR:Company Name: DCG Roofing Phone#: 305-989-9452 Address: 15476 NW 77 Ct. #422 City. Miami Lakes State: Florida Zip: 33016 Qualifier Name: Rick Barrera Phone#: 305-989-9452 State Certification or Registration#: CCC 1330913 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: G •® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Description of Work: Revision due to added Skylights 37 24"x48° 1- 48"x48" Specify color of color thru tile: Submittal Fee$ Permit Fee$ C0 CCF$ CO/CC$ Scanning Fee$dt-:-'�T Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rr TOTAL FEE NOW DUE$ (Revised02/24/2014) � R -Fsonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa— Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �to day of Amq c, 20 by 15 day of AU9USt 20 17 by �u C-a b--- "['4� i,who is personally known to Rick Barrera who rsonally kno to me or who has produced as me or who has produced as identification and who did take an oa h. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: _ - Q -yS Sign: ign: Print: ��'� l'`�� Print: Q�i Seal: .a��r'a,,o MARIA MONTENEGRO Seal: Notary Public-State of Florida ..•1►aY "•�, MARIA.MONTENEGR0 a Commission I GG 096968 , �A-Notary Public-State of Florida • My Comm.Expires Jul S,2021 •�; Commission#►GG 096968 +� x***x* ** ** i +x'BgA�I@tl !►Ila<iaRakttafset�lAeB xx* xxx** x lm. x* xl@ato�0�ti* * x*x****xx Bonded through National Notary Assn. APPROVED BY Plans Examiner Zoning a Structural Review Clerk (Revised02/24/2014) I • :. 11;1 • ll • M • • • . 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N�ir�iiGiiii'/i�i�ii� GGineG4�4ia'�/q�ii�l'�iG�"inrGs� tR�r■GsiRs>ri■�Irrs»_>rGl� ossa s ■ r MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 �a_s __ NOTICE OF ACCEPTANCE OA j — -_ www.mlamlaade.ggv_/eeonumY Birdview Skylights, � 'I`y D.B.A.Guy E.Bird Enterprises,LTD 201 Longhorn Road - i� 11 Ft.Worth,TX 76179 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 Jvtbisdiction . . 0000 .600.6 . .. . This NOA shall not be valid after the expiration date stated below. The Miami-Dade.elrlty Proltot Control.... :• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Co[rhWt'eserve theright to:.... have this product or material tested for quality assurance purposes.If this product or mat rialifails t6WrfQrni in 0 • the accepted manner, the manufacturer will incur the expense of such testing and thelm may immediately 0 0: revoke,modify,or suspend the use of such product or material within thea jurisdiction,1�reseryes toe right.... 0000.. to revoke this acceptance, if it is determined by Miami-Dada County Product Control.Swtiun that thi4product or material fails to meet the requirements of the applicable building code. : ' : . . 06 0 0.6 This product is approved as described herein,and has been designed to comply with the*VrglhVeloQiN HttrricanO0.0 Zone of the Florida Building Code. DESCRIPTION: CMDADE Skylight APPROVAL DOCUMENT: Drawing No.CMDADE08,titled"Large Missile Impact Resistant",prepared by Birdview Skylights,sheet 1 of 1,dated July 11,2007,with no revision,signed and sealed by Scott Wolters,P.E., on June 12,2015,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved or MDCPCA",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 revises NOA#12-1126.11 and consists of this page 1,evidence submitted pages E-1,E-2,&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,jM..S✓. QMIANDMADE COUNTY �✓i`� NOA No.15-0415.09 Expiration Date:01/07/2018 0707,/ J o Z J Approval Date:07/02/2015 J / Page 1 Birdview SWIPhts D.B.A. Guy E.Bird Enterprises,LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0117.02 A. DRAWING 1. Drawing No. CMDADE, titled "Birdview Skylights",prepared by Birdview Skylights., sheet 1 of 1, dated 06128199, with no revision, signed and sealed by Scott Wolters, P.E. B. TEST 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 .... 4)Large Missile Impact Test per FBC, TAS 201;94.•• •*see • •••• • S)Cyclic Wind Pressure Loading per FBC, TAS 203-94 .•• Y � hs,pr .•. :0000: along with marked-up drawings and installation of the Birdvie ePared by Hurricane Test Laboratory, LLC, and Test Report No. T180-Q2Q2-07, dgt.,-d. :0009: 08122107, signed and sealed by Yinu J.Abraham, P.E • SSSS . .. SSSS. SSSS.. os . Soso. C. CALCULATIONS SSSS . .. SSSS.. 1. Anchor calculations prepared by Wolters Engineering Inc. damd 12;'•18/07.sigr}ed •;;• and sealed by Scott Wolters, P.E. SSSS.. s . . SSSS.. D. QUALITY ASSURANCE •• 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Test Compliance and no financial interest statement issued by Hurricane Test Laboratory, LLC, dated 08122107, signed and sealed by Yinu.T. Abraham, P.E. 2. Code compliance letter issued by Wolters Engineering, Inc. dated 01104108, signed and sealed by Scott Wolters, P.E. 3. No financial interest letter issued by Wolters Engineering, Inc. dated 01104108, signed and sealed by Scott Wolters, P.E. 1016y'.k.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0415.09 Expiration Date:01/0712018 Approval Date:07/02/2015 )a-1 Birdyiew Skylights, D.B.A.Guy E.Bird Enterprises.LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0811.09 A. DRAWING 1. Drawing No. CMDADEO$ titled `Large Missile Impact Resistant", prepared by E. Bird, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by.Scott Wolters, P.E., on October 31, 2011. B. TEST 1. None. 6666 C. CALCULATIONS •••• 0000:0 1. None. •• •• • 600.06 66 6 .0000. 6666.. D. QUALITY ASSURANCE 000000 6666 .. . . 0 1. By Miami-Dade County Department of Permitting, Environment!iwd RegulafoiV 00:00. Affairs. 666666 60 6 6666. .. .. 6 60 6666.. 666666 6 •6 E. MATERIAL CERTIFICATION . • . . . 6666.. 6666.. 1. None. 6 . . 6666.. 60 6 066 F. STATEMENTS 6•• 1. Code compliance letter issued by Wolters Engineering, dated October 31, 20111 signed and sealed by Scott Wolters, P.E. ifi 2. Certcate of Filing with the State of Texas, dated August 09, 2011, signed by Hope Andrade, Secretary of State. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-1126.11 A. DRAWING 1. Drawing No. CMDADE08, titled `Large Missile Impact Resistant". prepared by E. Bird, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on October 31,2011. B. TEST 1. None. C. CALCULATIONS 1. None. 4 ACZr-=— H y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0415.09 Expiration Date:01/07/2018 Approval Date:07/0212015 E-2 , Birdview Skyliehts, D.B.A.Guy E.Bird Enternrises,LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. FBC 2010 Code compliance letter issued by Wolters Engineering, dated November 19, 2012, signed and sealed by Scott Wolters, P.E. .... . . .... ...... 4. NEW EVIDENCE SUBMITTED "sofa • A. DRAWING 0000 .. . :"": 1. Drawing No. CNIDADE08, titled "Large Missile Impact Resistant'z•prepared by.Birdvietiu.... Skylights, sheet 1 of 1, dated July 11, 2007, with no revision, sighed 84id segkd by Scott•%•- Wolters,AE., on June 12, 2015. " " • . . • B. TEST of """ 1. None. 0.00•• w • •• C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. FBC 2014 Code compliance letter issued by Wolters Engineering, dated March 31, 2015, signed and sealed by Scott Wolters, P.E. " 4 AZ�� my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0415.09 Expiration Date:01/0712018 Approval Date:07102/2015 E-3 GUIERPOLYCAR TEDOME(GE LEXANXLIOGRSHEFFEILDMW92DLDNSL).1NrTHICK BIRDVIEW SKYLIGHTS " INNER POLYCARBONATE DOME(GE LEXAN M OR SHEFFEILD MAKROLON GP).100'THICK a D13A of Guy E Bird Enterprises,Ltd. 2.375° E.SILICONE ADHESIVE SEALS(SCS 1000) 201 LONGHORN RD.FT.WORTH TX.76179 #10 X 1'HWHSD WITH NEOPRENE WASHER Ph.817.439-9266 FX.817-232-8468 LOCATED 4"FROM EACH CORNER AND, DRAWING# CMDADE08 SHEET 1 OF 1 1.50' 10"MAX ONCENTERTHEREAFTER DRAWN BY: E.BIRD 8° 6 112' .070'EXT.ALUMINUM ANGLQ6063-T5) DATE: 07/11/2007 SCALE FULL ad NOTED DESIGN PRESSURES CONTINUOUS 101-64 SANTOPRENE Positive+60psf Negative-106psf 1.50° RUBBER GASKET LARGE MISSILE IMPACT RESISTANT CONDENSATE GUTTER #10 X 316 STAINLESS STEEL HWHSMS LOCATED 4"FROM EACH CORNER AND, 10"MAX ON CENTER THEREAFTER 8Cp7T WOLTERS 3.250° FL PE# 62354 .072°EXT.ALUMINUM CURB FRAME(8063-T5) WOLTERS ENGINEERING (COA# 27194) 15211 97TH ROAD N #14 X 1'LAG SCREW(BY OTHERS) WEST PALM BEACH, FL 33412 LOCATED 4°FROM EACH CORNER AND, PH/FAX: (561) 225-1982 10'MAX ON CENTER THEREAFTER JUN 12 2015 (SEE LAYOUT BELOW) GENERAL NOTES CURB AND ROOFING(BY OTHERS) 1. THIS SKYLIGHT MEETS THE HVHZ PROVISIONS 4'MINIMUM SEE OF THE 5w EDITION(2014)FLORIDA BUILDING GENERAL NOTES CODE. Scale:FUO 2. 4'CLEAR MINIMUM REQUIREMENT FOR SHINGLE&OUR WITHOUT INSULATION. OUTSIDE CURB DIMENSION(OCD) FOR INSULATION AND TILES ADD THE INSUATION THICKBESS AND THE TILE ROOF DECK 601!2"X 981/2°MAX HEIGHT T04' 2.330 3. WEEP HOLES ARE NOT REQUIRED, 094 4. THE CURB(BY OTHERS)SHALL BE PROPERLY •065-I DESIGNED AND ANCHORED TO THE STUCTURE 150 10 Spaces Q 10°On Center Max. a ANDIOR TRUSSES. . ,185 Tj 813 .100 T .3 .100 .125 U 070 1" 750-1 .3�5T •• ••• • • • • • •• O • • • • • • • • 6 PRODUCPREVISED ,150 1.171 .37 • •0 ••0 0 0 0•i •• p�CoaMwirh u.FWdn �• ••• •• • • • •• t�aJj Datuo e Ozgj � I •c .072 2.250 N t° ecoufrel • ••• ••• ••• s • 4'ftp)Each direction Scale:Full 00 at each comer • I • �MAX • • • • All aluminum shall be 6063 T5 alloy fully mitered •• •• • i • i • • ••• i i and heliarc welded at carers. ••• • • Fa9tener Lay0� • Scale:N/A ••• • • • • ••• • • • • • • • • • • • • • •• •• • s • •• •• ••• • • 0 ••• • • F � A+ Engineering Testing Lab. LLC R E C E I.V E O 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 AUG 31 2017 Email: Aplusetl@yahoo.com r F.1+� 's39i +�c��^: ` TRUCTURAL CALCULATION FOR ...... ...... .. . ...... SKYLIGHT •••••• .... •• .. ••••• ...... . . ..... AT000000 . ...... •••••. 0 • • • :000:0 •••••• 1116 NE 92 STREET, MIAMI SHORES, F' : :.• :••••0 INDEX Report Findings.................. .,) Wind Load Calculation ....... ," ........... c®aoemeaa®a®a S �\C E N S •�� ® 0 69687 © m m m AdbilgM'•Sa$ of 411,- P.E. 0P.E. #� •• R1. AL�N�O®®®� eaema®ae h � , A+ Engineering Testing Lab. LLC 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 Email: Aplusetl@yahoo.com CONTRACTOR:. Distinguished Contractors Group Inc. JOB ADDRESS: 1116 Northeast 92 Street, Miami Shores, FL SKYLIGHT REPLACE eeee Description: f.0: 6040:0 .s . Slope 3:12 •••:•• ••••:• Roof Height: 12'-0" f e. fees . . e e NOA No: 15-0415.09 ee.. ee f: see** ...... ..... Maximum Design Pressure, from the specified NOA Positive + 60.00 psf •e•e•• :...•.• ...... Negative - 100.00 psf 606::0 • . . . . ...... Scope of Activities&Findings, •• ••• • -Minimum Design Wind Uplift Pressure, from Wind Calculations(See Attach) Field =44.49 psf <-100 psf OK Perimeter=-77.44 psf < -100 psf OK Corner= -77.44 psf < -100 psf OK a=4.40 ft Skylight is located in Any AREA is OK(see drawing) Skylight is acceptable for install on ALL zone. 8/22/2017 WIND- 10 Detailed Wind Load Design (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft Ht La , 44 i , . 0000 "goes 5 .. . .,5 1a --- % 6006 a a a 0600 .. go 06666 a 666• 6 0000... g 00:00' g . 0000 . 0000.. Hipped Roof •••••• .' 7 <Theta <= 27 •••••• . . 0000.. a= 4.4 =_> 4.40 ft Double Click on any data entry line to receive a help Screen Component Width Span Area Zone GCp Wind Press(Ib/ft"2) (ft) (ft) (ft-2) Max Min Max Min Roof zone 1 10.00 1 0.50 -0.90 28.01 -44.49 Roof zone 2 10.00 2 0.50 -1.70 28.01 -77.44 Roof zone 3 10.00 3 0.50 -1.70 28.01 -77.44 Note: *Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises,Inc.Copyright 2012 Page No.4 of 5 8/22/2017 WIND- 10 Detailed Wind Load Design (Directional Procedure) per ASCE 7-10 Analysis by: 1.R. Company Name: Description: WIND LOAD FOR ROOF User Input Data Calculated Parameters Structure Type Building 1 Basic Wind Speed (V) 175 mph Hurricane Prone Region(V>100 mph) Risk Category(I, ll, III, or I II Table 6-2 Values Exposure(B, C, or D) D Alpha = 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.000 ... Slope of Roof 3.5 :12 + .••` •..+.. Slope of Roof(Theta) 16.3 Deg �••�! • • •• Type of Roof Hipped •••;•• • • •+•••• •es&** • Kd(Directonality Factor) 0.85 •�•••� Eave Height(Eht) 10.00 ft + • Ridge Height(RHt) 12.00 ft . + Mean Roof Height(Ht) 11.00 ft _ • • :4 sees 2222• Width Perp. To Wind Dir(E 60.00 ft At= 04101 e • • Width Paral. To Wind Dir(L_ 60.00 ft Bt= 12)00 ; ease:. Bm = 0.650 • . e" e • :•••e: )0 . Calculated Parameters Cc= 0.2 Type of Structure I= _ 500.00 ft Height/Least Horizontal Dim 0.18 Epsilon = 0.200 Flexible Structure No Zmin = 15.00 ft Gust Factor Category 1. R id Structures-Simplified Method Gust1 For rigid structures(Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor'Category fl: Rigid Structures-Corn pl to Anal sis Zm Zmin 15.00 ft Izm Cc*(33/z)"0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9116 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8785 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Mace Enterprises,Inc.Copyright 2012 Page No.1 of 5 • 1116 NE 92 ST ROOF PLAN (Skylights Ubication) Quantity Skylights: 5 . . gapoov as 0 .. ... . . •••• •• •• •• •• 9 -9 20-0 12°—E" 15'__,x,° ...... .. .. .. .. . .. ... so ...... . .= .. ... f •• . I ... (TILED ROOF) 0 �Wa i LEj tY_g^ El t (FLAT ROOF) 1.53' 2" AA Engineering Inspection Services,Inc. 4225 SW 71 Ave Miami,FL 33155 Tel:305-662-3710 Fax:786-800-2627 a I roofinspection @,gmail.corn LAB CERTIFICATION#16-0510.15 t r Width )Pressure l. -n&:Ca1* ...erimew-- September 4,2017 Project Information Job Address-1116 NE 92 St Miami Shores Fl. Owner Name: Phone Number: Site Contact Name&Phone Number(if applicable): Gate Code: Permit Contractor: Email: Phone: Process Number. Permit Number: Permit City:Miami Shores Exposure D,Risk Category 2 Mean Height 12' Slope 3:12 Bldg Dimensions:62'x 63' Zone Pressures Slope Zone Pressures Flat-MH 10' Zone 1: 29.63,-47.07 Zone 1: 20.92,-51.42 Zone 2: 29.63,-81.93 Zone 2: 20.92,-86.29 Zone 3: 29.63,-81.93 Zone 3: 20.92,-129.87•. so. soos, oeoo:e See attached MecaWind Pro v2.2.706 ASCE 7-:OJWWrt 00 **Goes 0000 **Goes 0 6 10'high at save :•fees *see so** esee so:** .0 :6: Goes* of, so so 6 sees: zone I e 14'High at Ridge 2M3 PSI` % **see f • .0. 0 :so** Slope 3:12 '/ so 6 sees Mean,1-14ht 12' -47.07 p so 2'x 4'Sicylight 2'x 2'Skylight in Zma 2 in Z*re 2 Zone 2 29.63 psf -81.93 psf R Roof oof 32' x 32?Skylight '01"e I 2)c 4 Skylight 4' in Zone 1 20.92 W in Zuni -51.42 psf YgNAN TonL r P"t PE 671§' Zone 2 f 20.9'z P4 -W.29 psf 1k ecaWind Pro v2 . 2 . 7 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Ccpyright. aYn:.mec<;er.'.:erpri.sers.c:a:n Date 9/4/2017 ProjEct No. JobNo Company Name Al Engineering Designed By Address 4225 SW 71 Ave Desr_ription Design pressures Flat Roof City Miami Customer Name State FL Proj Location 1116 NE 92 St Miami FL File Icca:Aon: C:\gS4srs\ ar:ny,Aprd?ata`F? +-.m.tnq\n1. cr;�i.nri\,;;e:aclt.r;m.l Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 180.00 mph Structural Category = I1 Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc 0.15 1 = 650.00 ft Epsilon 0.13 Zmin = 7.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 10.00 ft Type of Roof = FLAT RHt: Ridge Ht = 10.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Overheari Type = No Overhang Bldg Length Along Ridge = 63.00 ft Bldg Width Across Ridge= 62.00 ft Gust Factor Calculations Gust Factor Category I Ric- -id Structures - GliCplifleu etnCKI Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Figid Structures - C,mp.lete Anal s'.s 0000•• Zm: 0.6*Ht = 7.00 ft 0 0 0000 000000 lzm: Cc*(33/Zm)^0.167 = 0.19 so.*• • • Lzm: 1*(Zm/33)^Epsilon = 535.47 ft •• • : s00G •• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 000.0• ••G•• 0000•• Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 • 0000•• • • 0000•• Goes •o•G • • Gust Factor Summary • • • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 G••G 0000 GG••e 0••300 • o•o ••G•• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi • • s e e •• •• GCPi Internal Pressure Coefficient +/-0.18 •• • 003•:0 •s•o•• • • Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • • • • 0.0000 0.0.00 Kh: 2.01*(Ht/Zg)^(2/P.lpha) = 1.03 •Ge• i oe• • i•••G: Kht: Topographic Factor (Figure 6-4) = 1.00 • • Qh: .00256*(V)^2*I*Kh*Kht*Kd = 43.58 psf •• Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3906.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 63 ft Wall (Normal to Ridge) A11 pressures shown are based upon ASD D:siln. with a Load Factor of. Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -26.37 -10.68 Side Walls -0.70 -33.77 -18.09 Wall Elev Xz Rzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 1.03 1.00 0.80 43.58 21.79 37.48 48.16 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------- Roof: 0.0 ft to 5.0 ft -0.90 -41.13 -25.49 Roof: 5.0 ft to 1G.D ft -0.90 -41.18 -25.49 Roof: 10.0 ft to 20.0 ft -0.50 -26.37 -10.68 Roof: 20.0 ft to 62.Oft -0.30 -!8.96 -3.27 Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-£t K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.37 630 .00 16.61 .00 83.1 .0 D Side Wall -33.77 620 -20.94 .00 .00 .0 104.7 D Side Wall -33.77 620 20.94 .00 DO .0 -104.7 .0 Windward Wall 21.79 630 .00 13.73 .00 68.6 .0 .0 Roof (0 to h/2) -41.16 315 .00 .00 12.97 369.7 .0 .0 Roof (h/2 to h) -41.18 315 .00 .00 12.97 304.9 .0 .0 Roof (h to 2h) -26.37 630 .00 .00 16.61 265.8 .0 D Roof (>2h) -18.96 2646 .00 .00 50.16 -501.6 .0 .0 ------------------------------------------------------------------------------------- Total .00 6406 .00 30.34 92.72 590.4 .0 .0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy rz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.37 630 .00 16.61 .00 83.1 .0 .0 Side Wall -33.77 620 -20.94 .00 .00 .0 104.7 .0 Side Wall -33.77 620 20.94 .00 .00 .0 -104.7 .0 Windward Wall 21.79 630 .00 13.73 .00 68.6 .0 .0 ------------------------------------------------------------------------------------- Total .00 2500 .00 30.34 .00 151.7 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft •••• -------------------------------------------------------------------------------------0 • • • 0000 0000•• Leeward Wall -10.63 630 .00 6.73 .00 33.6 .0 0•.' • Side Wall -18.09 620 -11.21 .00 .00 .0 56.1 •• .0 • •• 0 Side Wall -18.09 620 11.21 .00 .00 .0 -56.1 • • 0 • 0.0004 0000 0000•• Windward Wall 37.48 630 .00 23.61 .00 118.1 .0 0.0 Roof (0 to h/2) -25.49 37.5 .00 .00 8.03 228.9 .0 0•001e • • • 0000•• Roof (h/2 to h) -25.49 315 .00 .00 8.03 188.7 .0 0.000 0000 0 • Roof (h to 2h) -10.68 630 .00 .00 6.73 107.6 .0 • S • • Roof (>2h) -3.27 2646 .00 .00 8.65 -86.5 .0 000!0 0000 00.0• ------------------------------------------------------------------------------00.+00 • 000 00000 Total .00 6406 .00 30.34 31.44 590.4 .0 00.001 00.0 0000.0 • Normal to Ridge - Base Reactions - Walls Only -GCpi i00i0. 0 00 • • • • ••000• •00.0• Description Press Area Fx Fy Fz Mx My • Mz 0 0 • • psf ft^2 Kip Kip Kip K-ft K-ft 0 oft • *s 0 0 •0 0 0 0 ------------------------------------------------------------------------------------- 0 0 Leeward Wall -10.68 630 .00 6.73 .00 33.6 .0 .0 •• Side Wall -16.09 620 -11.21 .00 .00 .0 56.1 .0 Side Wall -18.D9 620 11.21 .00 .00 .0 -56.1 .0 Windward Wall 37.46 630 .00 23.61 .00 118.1 .0 D ------------------------------------------------------------------------------------- Total .00 2500 .00 30.34 .00 151.7 .0 -D Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz NX My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 630 .00 6.05 .DO 30.2 .0 .0 Roof (0 to h/2) 4.8D 0 .00 .00 .DO .0 .0 .0 Roof (h/2 to h) 4.80 0 .00 .00 .00 .6 .0 .0 Roof (h to 2h) 4.80 0 .00 .00 .00 .0 .0 D Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 630 .00 6.05 OC 30.2 .0 .0 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base talcs on Eave Ht Note (2) Wall s Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= .0 Deg, h/1= 0.16 Note (6) Y= hlonq Building ridge, Y = Normal to Building Ridge, Z = 7.'ertical Note (7) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf I Q � f Note (8) Area* = Area of the surface projected onto a vertical plane normal to wind. MMM-Wall Pressures for Wind Normal to 62 ft wall (Along Ridge) All pressures shown are based upon ..5D Design, ;with -, Load Fade= Of .n Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -26.25 -10.56 Side Walls -0.70 -33.77 -18.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 1.03 1.00 0.80 43.58 21.79 37.48 49.04 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.0 ft -0.90 -41.18 -25.49 Roof: 5.0 ft to 10.0 ft -0.90 -41.18 -25.49 Roof: 10.0 ft to 20.0 ft -0.50 -26.37 -10.69 Roof: 20.0 ft to 63.0 ft -0.30 -18.96 -3.27 Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area FX FY Fz Mx MY Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.25 620 16.27 .00 .00 .0 -81.4 .0 Side Wall -33.77 630 .00 21.23 .00 106.4 .0 .0 0000 Side Wall -33.77 630 .00 -21.28 .00 -106.4 .0 • 60 • • 0000 0000.• Windward Wall 21.79 620 13.51 .00 .00 .0 -67.5 0 0 .6 • Roof (0 to h/2) -41.18 310 .00 .00 12.77 .0 -370.2 •• .Sn 00 0 0 •• Roof (h/2 to h) -41.18 310 .00 .00 12.77 .0 -306.4 09000• 0000 0000•• Roof (h to 2h) -26.37 620 .00 .00 16.35 .0 -269.7 0 .0 Roof (>2h) -18.96 2666 .00 .00 50.54 .0 505.4 ••••!Q • :0000 -------------------------------------------------------------------------------•.W"- 0900 • • Total .00 6406 29.79 .00 92.42 .0 -589.9 0009i8 0090•0 00090 Along Ridge - Base Reactions - Walls Only +GCpi 0000•• 0 00• 00.00 •• •• 0• . 99...9 Description Press Area Fa FY Fz Mx MY .. .• • •0 psf ft^2 Kip Kip Kip K-ft K-ft :X-ft i • • 0 0..:0 ------------------------------------------------------------------------------------- 0000.• Leeward Wall -26.25 620 16.27 .00 DO .0 -81.4 • 40 • • • Side Wall -33.77 630 .00 21.28 .00 106.4 .0 00.0 . : 000 . ia 0••0 Side Wall -33.77 630 .00 -21.28 .00 -106.4 .0 .0 • 0 Windward Wall 21.79 620 13.51 .00 DO .0 -67.5 .0 •• ------------------------------------------------------------------------------------- Total 00 2500 29.78 .00 .00 .0 -148.9 .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area FX Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -10.56 620 6.55 .00 .00 .0 -:32.7 .0 Side Wall -18.09 630 .00 11.39 .00 57.0 .0 .0 Side Wall -18.09 630 .00 -11.39 .00 -57.0 .0 .0 Windward Wall 37.48 620 23.24 .00 .00 .0 -116.2 .0 Roof (0 to h/2) -25.49 310 .00 .00 7.90 .0 -229.2 .0 Roof (h/2 to h) -25.49 310 OC .00 7.90 .0 -189.7 .0 Roof (h to 2h) -10.68 620 .00 .00 6.62 .0 -109.2 .0 Roof (>2h) -3.27 2666 .00 .00 8.71 .0 87.1 .0 --------------------------- --------------------------------------------- Total .00 6406 19.78 00 31.14 .0 -589.9 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area FX FY Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -10.56 620 6.55 .00 .00 .0 -32.7 .0 Side Wall -18.09 630 .00 11.39 .00 57.0 .0 .0 y ♦ � • Side Wall -18.09 630 .00 -11.39 .00 -57.0 .0 .0 Windward Wall 37.48 620 23.24 .00 .00 .0 -116.2 .0 ------------------------------------------------------------------------------------- Total 00 2500 29.78 .00 .00 .0 -148.9 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX Fy Fa Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 620 5.95 .00 .00 .0 -29.8 .0 Roof (0 to h/2) 4.80 0 .00 GO .00 .0 .0 .0 Roof (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 620 5.95 .00 .00 .0 -29.6 .0 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (Ali), h/1= 0.16 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = "ertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx FY Fz Mx My Mz Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 30.3 92.7 590.4 .0 .0 Normal to Ridge Walls Only +GCpi .0 30.3 .0 151.7 .0 .0 0000 Normal to Ridge Walls+Roof -GCpi .0 30.3 31.4 590.4 .0 .0 • • Normal to Ridge Walls Only -GCpi .0 30.3 .0 151.7 .0 00.0 •••• 00.0:0 Normal to Ridge Walls+Roof MIN .0 6.0 .0 30.2 .0 •• 00 • •0 0 Along Ridge Walls+Roof +GCpi 29.8 .0 92.4 .0 -589.90 • • • 0 0 i ••0. Along Ridge Walls Only +GCpi 29.8 .0 .0 .0 -148.9 • .0 0000 ••000• Along Ridge Walls+Roof -GCpi 29.8 .0 31.1 .0 -589.9 9990.00 • 0 • Along Ridge Walls Only -GCpi 29.8 .0 .0 .0 -148.9 0 0000 •0.00• Along Ridge Walls+Roof MIYT 6.0 .0 .0 .0 -29.8 • 00 0 • •00• 0000 •0••0 Notes Applying to RS Reactions: •0000• • 00• •••00 Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or with�pyl"8f. 00•• •000•• Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = 'vertical • Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf ••0••• • • Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. o • • ••000• Note (5) Total Roof Area (incl OH Top) = 3906.00 sq. ft •0000• Wind Pressure on Components and Cladding (Ch 30 Part 1) •• • ••• • • • • • A1I rresscxes al-:ovrn are based upon ASD Design, with u L,a_l ^actor eti .� •• Width of Pressure Coefficient Zone "a" _ = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Field P1 2.00 5.00 10.0 1 0.30 -1.00 20.92 -51.42 Perimeter P2 2.00 5.00 10.0 2 0.30 -1.80 20.92 -86.29 Corner P3 2.00 5.00 10.0 3 0.30 -2.80 20.92 -129.87 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khoo*Kht*Kd = 43.58 psf MeoaWind Pro v2 . 2 . 7 . 6 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Ccpyright sviw.meca n err._i.srac-.r,•^r Date 9/4/2017 Project No. JobNo Company Name Al Engineering Designed By Address 4225 SW 71 Ave Description Design Pressure Sloped Roof City Miami Customer Name State FL Proj Location 1116 NE 92 St Miami Shores FL Fi ie :,cation: C:19ssrs\crar:ny',Apg>Dat.a\R:aurin.\P•!ac:a'rii.nr.\u::fault.ur:d Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 180.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 At = 1.07 Am = 0.11 BM = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Fitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof Ht = 11.88 ft Type of Roof = HIPPED RHt: Ridge Ht = 15.75 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 63.00 ft Bldg Width Across Ridge= 62.00 ft Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 16.30 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simpli.fied Methna Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 0000 Gust Factor Category II Figid Structures - Complete Analys:.s • • 0000 000000 Zm: 0.6*Ht = 7.13 ft • • • • lzm: Cc*(33/Zm)^0.167 = 0.19 •• • • 00 • Lzm: 1*(Zm/33)^Epsilon = 536.66 ft 000000 ••000• ••••00 Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 0000•• • %006i 0000 0000 • • Gust Factor Summary 0000 0000 0000• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 • • 90000• • •0• 0000• • • • • • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi •• •• 0• • •0••:• GCPi : Internal Pressure Coefficient = +/-0.18 000000 0 • • • • • 0000•• Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 •00.0• • • • 0 0 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 •• • ••• 0 • • • Kht: Topographic Factor (Figure 6-4) = 1.00 •0 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 43.58 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4122.53 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 63 ft Wall (Normal to Ridge) Al pressures shown are based upon ASD D,�aign, Leith Loa:lFactc'r of .., Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 --26.37 -10.68 Side Walls -0.70 -33.77 -18.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 8.00 1.03 1.00 0.80 43.58 21.79 37.48 48.16 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.54 -27.85 -12.16 Windward - Max Cp -0.03 -8.96 6.73 Leeward Norm to Ridge -0.46 -24.98 -9.20 Hipped End (.00 to 5.94 ft) -0.90 -41.18 -25.49 Hipped End (5.94 to 11.88 ft) -0.90 -41.18 -25.49 Hipped End (11.88 to 23.75 ft) -0.50 -26.37 -10.68 Hipped End (23.75 to 62.00 ft) -0.30 -18.96 -3.27 Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx FY Fz NX My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.37 504 .00 13.29 .00 53.2 .0 .0 Side Wall -33.77 496 -16.75 .00 .00 .0 67.0 .0 Side Wall -33.77 496 16.75 .00 .00 .0 -67.0 .0 Windward Wall 21.79 504 .00 10.98 .00 43.9 .0 .0 Roof Windward -27.85 1166 CO. -7.88 31.51 394.9 .0 .0 Roof Leeward -24.88 1166 .00 7.04 28.16 -352.8 .0 .0 Roof End (h/2 to h) -41.18 52 0.60 0.00 2.04 45.0 51.0 -13.2 Roof End (h/2 to h) -41.18 52 -0.60 .00 2.04 45.0 -51.0 13.2 Roof End (h to 2h) -26.37 206 1.53 -0.00 5.22 68.8 109.1 -20.1 Roof End (h to 2h) -26.37 206 -1.53 .00 5.22 68.8 -109.1 20.1 Roof End (>2h) -18.96 194 1.03 -0.00 3.52 12.8 57.5 -3.7 Roof End (>2h) -18.96 194 -1.03 .00 3.52 12.8 -57.9 3.7 Roof End (0 to h/2) -41.18 16 0.18 .00 0.62 16.6 17.0 -4.9 Roof End (0 to h/2) -41.18 16 -0.18 .00 0.62 16.8 -17.0 4.9 Roof End (>2h) -18.96 428 2.28 .00 7.79 -80.5 152.4 23.5 Roof End (>2h) -18.96 428 -2.28 .00 7.79 -80.5 -152.4 -23.5 ------------------------------------------------------------------------------------- Total .00 6123 .00 23.43 58.04 265.0 .0 -0.0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft 0000 Leeward Wall -26.37 504 .00 13.29 .00 53.2 .0• % 0000 000000 Side Wall -33.77 496 -16.75 .00 .00 .0 67.0 0.0* D . •0 Side Wall -33.77 496 16.75 .00 .00 .0 -67.0 .0 • 0-6 0 Windward Wall 21.79 504 .00 10.98 .00 43.9 .0 0.0:!s 0000 •00.00 -----------------------------------------------------------------------------T•owwo, . • 9 Total OD 2000 .00 24.27 .DO 97.1 .0 0 0000•• ...: 0000 . • Normal to Ridge - Base Reactions - Walls+Roof -GCpi 0000 0000 00000 ..••.• . •.. 0.900 Description Press Area FX Fy Fz Mx M 14.• • • • psf ft^2 Kip Kip Kip K-ft K-ft R-ft • ---- � . • •• Leeward Wall -10.68 504 .00 5.38 DO 21.5 .00 .40 • • •••.•• Side Wall -18.09 496 -8.97 .00 DO .0 35.90 0.0 X00000 0 • Side Wall -18.09 496 8.97 .00 .00 .0 -35.90 . aD •00.0• Windward Wall 37.48 504 .00 18.89 .00 75.6 .0 00 .b ••• • • • Roof Windward 6.73 1166 .00 1.90 -7.62 -95.5 .0 .0 0 0 Roof Leeward -9.20 1166 .00 2.60 10.40 -130.4 .0 .0 Roof End (h/2 to h) -25.49 52 0.37 0.00 1.26 27.9 31.6 -8.2 Roof End (h/2 to h) -25.49 52 -0.37 .00 1.26 27.9 -31.6 8.2 Roof End (h to 2h) -10.68 206 0.62 -0.00 2.11 27.9 44.2 -8.2 Roof End (h to 2h) -10.68 206 -0.62 .00 2.11 27.9 -44.2 8.2 Roof End (>2h) -3.27 194 0.13 -0.00 0.61 2.2 10.0 -0.6 Roof End (>2h) -3.27 194 -0.18 .00 0.61 2.2 -10.0 0.6 Roof End (0 to h/2) -25.49 16 0.11 .00 0.38 10.4 10.5 -3.0 Roof End (0 to h/2) -25.49 16 -0.11 .00 0.38 10.4 -10.5 3.0 Roof End (>2h) -3.27 428 0.39 .00 1.34 -13.9 26.3 4.1 Roof End (>2h) -3.27 428 -0.39 .00 1.34 -13.9 -26.3 -4.1 ------------------------------------------------------------------------------------- Total .00 6123 .00 28.78 14.20 -19.9 .0 -0.0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Py Fz Mx My Mz pof ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -10.68 504 .00 5.38 .00 21.5 .0 .0 Side Wall -18.09 496 -8.97 .00 .00 .0 35.9 .0 Side Wall -18.09 496 8.97 .00 .00 .0 -35.9 .0 Windward Wall 37.48 504 .00 18.89 DO 75.6 .0 .0 ------------------------------------------------------------------------------------- Total .00 2000 .00 24.27 .00 97.1 .0 D Normal to Ridge - Base Reactions - Walls+Roof MIN Ik { e Description Press Area* Fx FY Pz NX My Mz psf ft^2 Kip Kip Kip R-£t K-ft R-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 504 .00 4.84 .00 19.4 .0 .0 Roof Windward 4.80 283 .00 1.36 .00 16.1 .0 .0 Roof Leeward 4.80 283 .00 1.36 .00 16.1 .0 .0 Roof End (h/2 to h) 4.80 0 .00 0.00 .00 0.0 .0 -0.0 Roof End (h/2 to h) 4.80 0 .00 0.00 .00 0.0 .0 G.D Roof End (h to 2h) 4.80 0 .00 0.00 .00 0.0 .0 -O.D Roof End (h to 2h) 4.80 0 .00 0.00 DO 0.0 .0 0.0 Roof End (>2h) 4.80 0 .00 0.00 OO 0.0 .0 -0.0 Roof End (>2h) 4.80 0 .00 0.00 .00 0.0 .0 0.0 Roof End (0 to h/2) 4.80 0 .00 .00 .00 O .0 .0 Roof End (0 to h/2) 4.80 0 .00 .00 .00 .0 .0 .0 Roof End (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof End (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 1070 .00 7.55 DO 51.6 .0 .0 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge For all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 14.0 Deg, h/1= 0.19 Note (7) X= Along Building ridge, Y = Normal to Building Ridge, Z = 1'ertical Note (8) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (9) Area* = Area of the surface projected onto a vertical plane normal to wind. MUM-Wall Pressures for Wind Norval to 62 ft wall (Along Ridge) 0900 Al prFHSL're:n s)'.:iwn are 1,viced 'ap•:-n AS.) De8ign, with a load Fact,.:.' of 9 • 000000 99•••• Wall Cp Pressure Pressure sees • • : .00. ••0 •0 +GCpi (psf) -GCpi (psf) 0.0.•0• •0•• •0.0•• Leeward Wall -0.50 -26.25 -10.56 000000 Side Walls -0.70 -33.77 -18.09 0 0000 0000 0 • 0000 00•• 0.0•• Wall Elev Kz Kzt z Press Press Total 0 0 CP 4 •090•• • 00• •0.90 ft psf +GCpi -GCpi +/-GCpi •• •• •900 • • • • • ------------------------------------------------------------------ - •• • •• Windward 15.75 1.04 1.00 0.80 43.95 22.04 37.73 48.29 000000 0 •0 Windward 8.00 1.03 1.00 0.80 43.58 21.79 37.48 48.04 • • • • • • • • ••000• 000••0 Roof - Dist from Windward Edge CpPressure Pressure • •0 • • • • •0.0.0 +GCpi(psf)-GCpi(psf) •• • •••• • • 0 ------------------------------------------------- - --------- ----- • Roof: 0.0 ft to 5.9 ft -0.90 41.18 25.49 Roof: 5.9 ft to 11.9 ft -0.90 -41.18 -25.49 Roof: 11.9 ft to 23.8 ft -0.50 -26.37 -10.68 Roof: 23.8 ft to 63.0 ft -0.30 -18.96 -3.27 Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My NZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.25 496 13.02 .00 .00 .0 -52.1 .0 Side Wall -33.77 504 .00 17.02 .00 6R.1 .0 .0 Side wall -33.77 504 .00 -17.02 .00 -68.1 .0 .0 Windward Wall 21.79 496 10.81 .00 .00 .0 -43.2 .0 Roof (0 to h/2) -41.18 341 -3.94 .00 13.46 .0 -349.2 .0 Roof (h/2 to h) -41.18 255 -2.94 .00 10.07 .0 -196.2 D Roof (h/2 to h) -41.1B 74 .00 -0.74 2.97 69.8 -67.2 -16.8 Roof (h/2 to h) -41.18 74 .00 0.74 2.97 -69.8 -67.2 16.8 Roof (h to 2h) -26.37 251 -1.86 .00 6.36 .0 -62.5 .0 Roof (h to 2h) -26.37 298 -0.00 -1.90 7.62 136.6 -104.3 -26.1 Roof (h to 2h) -26.37 298 .00 1.90 7.62 -136.6 -104.3 26.1 Roof (>2h) -18.96 97 0.00 -0.45 1.79 23.9 -11.4 -2.9 Roof (>2h) -18.96 97 .00 0.45 1.79 -23.9 -11.4 2.9 Roof (>2h) -18.96 320 .00 -1.47 5.88 73.6 .0 D Roof (>2h) -18.96 320 .00 1.47 5.88 -73.6 .0 .0 Roof (0 to h/2) -41.18 21 .00 -0.21 0.85 22.5 -23.4 -5.8 Roof (0 to h/2) -41.18 21 .00 0.21 0.B5 -22.5 -23.4 5.8 Roof (>2h) -18.96 9 -0.05 .00, 0.17 .0 -0.4 .0 M t ` Roof (>2h) -16.96 856 4.55 .00 15.57 .0 304.8 .0 Ronf (>2h) -18.96 423 .00 -1.95 7.79 140.3 107.7 26.9 Roof (>2h) -18.96 423 .00 1.95 7.79 -140.3 107.7 -26.9 ------------------------------------------------------------------------------------- Total DD 6179 19.59 0.00 99.42 -0.0 -595.9 0.0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Rip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -26.25 496 13.02 .00 .00 .0 -52.1 .0 Side Wall -33.77 504 .00 17.02 .00 68.1 .0 .0 Side Wall -33.77 504 .00 -17.02 .00 -68.1 .0 .0 Windward Wall 21.79 496 10.81 .00 .00 .0 -43.2 .0 ------------------------------------------------------------------------------------- Total .00 2000 23.83 .00 .00 .0 -95.3 .0 Along Ridge - Base Reactions - Wa11s+Roof -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -10.56 496 5.24 .00 .00 .0 -20.9 .0 Side Wall -18.09 504 .00 9.12 .00 36.5 .0 D Side Wall -18.09 504 .00 -9.12 .00 -36.5 .0 .0 Windward Wall 37.48 496 18.59 .00 .00 .0 -74.4 .0 Roof (0 to h/2) -25.49 341 -2.44 .00 8.33 .0 -216.2 .0 Roof (h/2 to h) -25.49 255 -1.82 .00 6.23 .0 -121.5 .0 Roof (h/2 to h) -25.49 74 .00 -0.46 1.84 43.2 -41.6 -10.4 Roof (h/2 to h) -25.49 74 .00 0.46 1.84 -43.2 -41.6 10.4 Roof (h to 2h) -10.68 251 -0.75 .00 2.58 .0 -25.3 .0 •0060 Roof (h to 2h) -1D.68 298 -0.00 -0.77 3.09 55.3 -42.2• -10P.6 0606• 0000•• Roof (h to 2h) -10.66 298 .00 0.77 3.09 -55.3 -42.2*.0r0. • •0 •• Roof (>2h) -3.27 97 0.00 -0.08 0.31 4.1 -2.0 -0. • • 0 • Roof (>2h) -3.27 97 .00 0.08 0.31 -4.1 -2.0••••60.5 060• •60000 Roof (>2h) -3.27 320 .00 -0.25 1.01 12.7 .000.6" 0 • • Roof (>2h) -3.27 320 .00 0.25 1.01 -12.7 .0 .0 6••00• Roof (0 to h/2) -25.49 21 .00 -0.13 0.53 14.0 -14.510•R3.06 000006 • 0 Roof (0 to h/2) -25.49 21 .00 0.13 0.53 -14.0 -14.5 0.0:1.6 0600 •0060 Roof (>2h) -3.27 9 -0.01 .00 0.03 .0 -0.1•• •t 0 • • • • 60 Roof (>2h) -3.27 856 0.79 .00 2.69 .0 52.6 • � •• •6•• 0. 1 Roof (>2h) -3.27 423 .00 -0.34 1.34 24.2 18.6•• 040.6 •• • 0•0000 Roof (>2h) -3.27 423 .00 0.34 1.34 -24.2 18.60 10404 0 0• ----------------------------------------------------------------- ------------ 0 Total .00 6179 19.59 0.00 36.09 -0.0 -569.20 0.0 �000i0 000000 Along Ridge - Base Reactions - Walls Only -GCpi 06.0 i 006 6 :60600 Description Press Area FX Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -10.56 496 5.24 .00 .00 .0 -20.9 .0 Side Wall -18.09 504 .00 9.12 .00 36.5 .0 D Side Wall -18.09 504 .00 -9.12 .00 -36.5 .0 .0 Windward Wall 37.48 496 18.59 .00 .00 .0 -741.4 D ------------------------------------------------------------------------------------- Total .00 2000 23.83 .00 .00 .0 -95.3 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz Mx My Mz psf ft^2 Rip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 496 4.76 .00 .00 .0 -19.0 .0 Roof (0 to h/2) 4.80 96 0.46 .00 .00 .0 -4.1 D Roof (h/2 to h) 4.60 71 0.34 .00 .00 .0 -3.6 .0 Roof (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (h to 2h) 4.80 71 0.34 .00 .00 .0 -4.5 .0 Roof (h to 2h) 4.SD 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (h to 2h) 4.80 0 0.00 CO .00 .0 -0.0 O.D Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.60 0 .00 .00 .00 .0 .0 .0 Roof (0 to h/2) 4.80 O 0.00 AO .00 .0 -0.0 -0.0 J i Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 3 0.01 .00 .00 .0 -0.2 D Roof (>2h) 4.80 240 1.15 .00 .00 .0 -12.2 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 977 7.07 .00 .00 .0 -43.6 .0 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.19 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = ':'ertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Rase Reaction Summary Description Fx FY Fz Mx My Mz Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 23.4 98.0 265.0 .0 -0.0 Normal to Ridge Walls Only +GCpi .0 24.3 .0 97.1 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 28.8 14.2 -19.9 .0 -0.0 Normal to Ridge Walls Only -GCpi .0 24.3 .0 97.1 .0 .0 Normal to Ridge Walls+Roof MIN .0 7.6 .0 51.6 .0 .0 Along Ridge Walls+Roof +GCpi 19.6 0.0 99.4 -0.0 -595.9 0.0 Along Ridge Walls Only +GCpi 23.8 .0 .0 .0 -95.3 .0 Along Ridge Walls+Roof -GCpi 19.6 0.0 36.1 -0.0 -569.2 0.0 Along Ridge Walls Only -GCpi 23.8 .0 .0 .0 -95.3 .0 Along Ridge Walls+Roof MIN 7.1 .0 .0 .0 -43.6 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. •••• Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = 7ertical 0 • 40000• *Soso* Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf • • • • Note (4) MIN area is the area of the surface onto a vertical plane normal to Ahd. 0 : sees e• Note (5) Total Roof Area (incl OB Top) = 4122.53 sq. ft •••:e• Soso •Soso• Wind Pressure on Components and Cladding (Ch 30 Part 1) 444404 4 %see: AL oress,::res shown are based upon ASD Ge=:iqn, with r, L-:,J ?act:r of .o •f•• 00e0 • • •S•• Sees 00600 Width of Pressure Coefficient Zone "a" _ = 4.75 ft • e SOSoo• • •S• •See• Description Width Span Area Zone Max Min Max P Min P •S s• 00 e ••e•0• £t ft ft^2 GCp GCp psf psf ••0••0 o S • • ----------------------------------------------------------------------- s • a0 00000 Field Pl 2.00 5.00 10.0 1 0.50 -0.90 29.63 -47.07 000000 Perimeter P2 2.00 5.00 10.0 2 0.50 -1.70 29.63 -81.93 0 0ea a :so*09 Corner P3 2.00 5.00 10.0 3 0.50 -1.70 29.63 -81.93 •• 0 •o0 • 6 4 • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 44 Qhcc:.00256*V^2*Khoo*Kht*Kd = 43.58 psf