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ACT-16-1780 ZT'Y�0:14! rmit! AC" -' '' {�` Miami Shores Village r SGCtq(ki( b'i 1t8;_. 10050 N.E.2nd, 2d ANE � work 01asaffinot. &W Miami Shores,FL 33138-0000 r Phone: (305)795-2204 Stan APpRG?VEI h•LOR3E; 1"usbito.7/1/28116 Expiration: 12128/2016 Project Address Parcel Number Applicant 1201 NE 102 Street 1132050250160 Miami Shores, FL 33138- Block: Lot: MacDAM&DENISE GLINN Owner Information Address Phone Cell MacDAM&DENISE GLINN 1201 NE 102 Street MIAMI SHORES FL 33138-2600 Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 PARADISE AWNINGS CORPORATION (305)597-5714 _,......._ a... .w mm. ... . Total Sq Feet: 275 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work:NEW ALUMINUM STRUCTURAL CANOPY Additional Info: Review Planning Classification:Residential Color Approved:In Review:In Review Review Building Code Comments:: Code Approved::In Review Review Building Code Denied: Scanning:7 Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 Invoice# ACT-6-16-60347 DBPR Fee $6.30 07/01/2016 Credit Card $591.00 $50.00 DCA Fee $6.30 Education Surcharge $2.80 06/27/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $420.00 Plan Review Fee(Engineer) $160.00 Scanning Fee $21.00 Technology Fee $11.20 Total: $641.00 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 certi th t I the4oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru i d zoning. Futh re I authorize the above-named contractor to do the work stated. July 01, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 01,2016 1 T Miami Shores Village , Building Department JUL01 2016 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: i Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 o FBC 20(1.4 BUILDING Master Permit No_j(j= )r _ PERMIT APPLICATION, Sub Permit No. ❑BUILDING ❑ ELECTRIC Fi ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKSCHANGE OF ❑ CANCELLATION [:] SHOP ONTRACTOR DRAWINGS JOB ADDRESS: i Z® I o z S�r Q-Q--4 Ci Miami Shores Count : V Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 1 A OWNER:Name(Fee Simple Titleholder):—, J tsp_ s� qac ,ud& LeJllll(1 Phone#: JyS .y3Y. 22S Address: (`Z—® I K)E7 16 2 S + 2 City: H%-aMl ��re SState: L Zip: 3 J(3 Tenant/Lessee Name: Phone#: Email: S \1e%nwa. z OLaw,4�4� n CONTRACTOR:Company Name: C(�ge � 1�GI� jnfCjD, Phone#: se)5 p::j ` _G7I�4 Address: alt) AjW !��4-thV City: M I A-M I State: FL Zip: 14 2.) Qualifier Name: IM • AL049ftV- �v^• Phone#: 781a *gs? $'A ®4 State Certification or Registration#: �f 7C I,a �2 7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 12. ,0O C] Square/Linear Footage of Work: 2 4-S Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: c Submittal Fee ' W Permit Fee$ CX_s) CCF$ CO/CC$ Scanning Fee$ c31 • Radon Fee$ DBPR$$ Notary$ Technology Fee$ l l D6 Training/Education Fee$ -Z2 '>EI a Double Fee$ Structural Reviews$ Bond$ � TOTAL FEE NOW DUE$ "1 (RevisedO2/24/2014) P 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. 106�� SignatureALL Signature . . 44;�J7L OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this A day of �U L-� ,20 by day of(TU L- re ,20 (6 , by r-J X11 �` rs NG �pL C-',6 o is personally known to N lT �LJ�`JI�P(� ,who is personally knownto me or who has produced v�— l AC "A S'�as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUB : NOTARY PUBLIC: i Sign: Sign: Print: Print: s ( 1 ��i �L.� "c Al Seal: Seal: 5" o`avv'Y*, Notary'-'ui:iic state or`Florida Sindi,Aiv arez J� y p�� nio?ary Pi,i�t�r State of Florida �r -.h-y� Q h/1;1 tom-Miss�o�i FE 156750 Wyss oR c f r10 Expires 05/03'2018 o 0 c dia AN91'ez n(_. �p 5sinn FF 156750 ri op(14*4&,iWV 'I`g** d'9-.'of.„my�'.Ff�kNZ`�'•cni�'ts� '4�' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA 1 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION , CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ALCIBAR, MANUEL JR PARADISE AWNINGS CORPORATION 7586 SW 102 STREET PINECREST FL 33156 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range s'` ;�. STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CGC1512997 ISSUED: 07/02/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more Information CERTIFIED GENERAL CONTRACTOR about our divisions and the regulations that impact you,subscribe ALCIBAR,MANUEL JR to department newsletters and learn more about the Department's PARADISE AWNINGS CORPORATION initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31,20% L1407020MI130 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD12 r ° CGC1512997 The GENERAL CONTRACTOR Named below IS CERTIFIED `f?,nu 1, Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 h� ALCIBAR, MANUEL JR f#,'�• PARADISE AWNINGS CORPORATION }� 7586 SW 102 STREET PINECREST FL 33156 i ISSUED: 07/02/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407020001130 PARAD-4 OP ID: LN /CORD® DATE(M MIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 06/30/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsements). PRODUCER SME:CT Ramon A Rodriguez BROWN$BROWN OF FLORIDA INCPHONE 30b-354-7800 FAX No:30b-714-4401 14900 NW 79th Court Suite#200 Miami Lakes, FL 33016-5869 E-MAIL Ramon A Rodriguez ADDREss: INSURERS AFFORDING COVERAGE NAIC# INSURERA:FCCI Insurance Company 10178 INSURED Paradise Awnings Corporation INSURER B:National Trust Insurance Co. 20141 Marinais,LLC Jacinto Holdings,LLC. INSURER C: 4310 NW 36 Avenue INSURER D: Miami,FL 33142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 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 DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE ADDLSUB POLICYNUMBER MM/DDYEFF MMI DIEXP LIMBS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO IENIE. CLAIMS-MADE �OCCUR GLOO183721 10/26/2015 10/26/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 10,00 X EBL PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY X PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER: Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY (CEO,accidMBINED SINGLE LIMITent $ 1,000,000 A X ANY AUTO CA00310591 10/26/2015 10/26/2016 BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS X AUTOS Cps,.. $ X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS UAB CLAIMS-MADE UMB00221241 10/26/2015 10/26/2016 AGGREGATE $ 5,000,00 DED I X I RETENTION$ NIL $ WORKERS COMPENSATION X STA UTE 7--5T-H- AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N 001WC15A74220 10/26/2015 10/26/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? N� N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) General Contractor License#CGC1612997 CTQB License#OOBS00258 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 Northeast 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 Brown and Brown of Florida,Inc. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD 001120 Local Business Tax Receipt Miami-Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY \-LBTI/ 4722329 c BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES MARINAIS LLC RENEWAL SEPTEMBER 3®, 2®16 UNINCORPORATED LOC 4931094 Must be displayed at place of business MIAMI FL 99999 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED MARINAIS LLC 192 COMMERCUINDUST/OFFICE SPACE BY TAX COLLECTOR Aggregate sq.ft. 17458 $125.00 08/18/2015 ECHECK-15-160045 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Be-276. For more information,visit www miamidade.govhaxcollectnr 001985 Local Business Tax Receipt Miami-Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY 6312854 LB"mn� Tj BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES PARADISE AWNINGS CORP RENEWAL SEPTEMBER 30, 2016 4310 NW 36 AVE 6579222 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PARADISE AWNINGS CORP 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1512997 Worker(s) t BY TAX COLLECTOR$75.00 08/18/2015 ECHECK-15-160047 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must he displayed on all commercial vehicles—Miami—Dade Code Sec Se-276. For more information,visit www.miamidode.moy&xcollector Mimi Local Business cit Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY err 5686838 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES PARADISE AWNINGS CORPORATION RENEWAL SEPTEMBER 30, 2016 4310 NW 36 AVE 5931416 Must be displayed at place of business V MIAMI FL 33142 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PARADISE AWNINGS CORPORATION 214 RETAIL SALES BAYMENT RECEIVED Y TAX COLLECTOR Employee(s) 7 $75.00 08/18/2015 ECHECK-15-160044 This Local Business Tax Receipt only confirms payment of the Local Business Taxx,The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above most he displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276_ For more information,visit www.mlamidade. ovHaxco ler,,,Uo f 001602 Local Business `fax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 5686838 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES PARADISE AWNINGS CORPORATION RENEWAI. SEPTEMBER 30, 2 16 4310 NW 36 AVE 5931424 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PARADISE AWNINGS CORPORATION 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED OOBS00258 BY TAX COLLECTOR Worker(s) 7 $75.00 08/18/2015 ECHECK-15-160044 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0,above must be displayed on all commercial vehicles-Miami-Dade Coda Sec 68-276. Fqr more information,visit www.miamidade.go Aaxcollector Miami Shores Village Building Department �� ,�4zM 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949K FBC 20114 � BUILDING Master Permit No. k-T 6-1-480 PER IT APPLICATION Sub Permit No. PER ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: O ( (t0 � ® �t_ S'k / Com: Miami Shores County: Miami Dade Zip: I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: r' Constru,igxion Type: C Flood Zone:_Wo�__'BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: J Lk �( Address: -ZL o A—) � 10 71 S� City:��.� . �o State: r Zip: Tenant/Lessee Name: �q Phone#:_ 3057 Q Z LQD Email: e Q �s ``�� V CONTRACTOR:Company Name: 0 V—c one#: Address: City: Stater Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of 1�C—ompetency M DESIGNER:Architect/Engineer: (,4-- 1pPhone#: � > Address: City: State: VC Zip: —z' Value of Work for this Permit:$ ( �® f) Squ /Linear Footage of Work: a Type of Work: ❑wdition ❑ Alteration ew ❑ Repair/Replace ❑ Demolition Description of Work: a_ .✓ C'L�o.- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address e— City r— State /� Zip Mortgage Lender's Name(if applicable) �..�. S a r / A Mortgag�1e�Lender's Address �— City V l. c,,�. ��,P•—G C State �( Zip 73� 1 � 1l 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2--� day of JUN s ,20 (G ,by day of ,20 by RACAL (2�-LaN�J ,who is personally known to who is personally known to me or who has produced T:7-L 77)(UV81& hCZ z- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 11111111111////� bV10N iii/ Sign: Sign: Print: rint:r— �-n'm moi; Seal: .�G>: pZ��'�OG;'cco Seal: 4,6. .7' .rnQe ;sFbd kO *��x*�x*******x�a***•�x�*�**x�� *** x� **��****************�x**************�x**�x*��*��xx�***�x*��x�*�x*******�x�x�****t� APPROVED BY f Plans Examiner Zoning //liLve Structural Review Clerk (Revised02/24/2014) L/ r 51!OR, s y Miami Shores Village t Building Department 10050 N.E.2nd Avenue �ORp � Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT / NAME: DATE: ( I ? 1 ADDRESS: 1 [ l7� F ,®�— �°� �- `i o SI,�, c 7 3 i3�e Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. V14:LA=— Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial7V 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,whi folates the exemption. GeV Initial -71 S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initia 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial L-z F 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 3 Initiad� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 2-7 day of -JOIJC , 2016, By f4AC D&H who was personally known to me or who has L �f�U�2 l—�c�-a�15� Produced there License or as identif�ioN•d,�oti* A0• .-n•_ O �• m .�e OWNER NOTARY 9�••s.� oZOz°'cQS;a �ae 07-'0/-/fn _ �� ^•-%�- ,�✓,�Q f' w.r/ � Ij� 5;. F� atter b; OVI I �t pr SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2,and 3.Also complete A. Signature item 4 If Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can retum the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front_If space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addresses to: If YES,enter delivery address below: ❑No Mme. � MRs . Mx��N► G,-tNc� tJ1 i�M i SKoT�s, tL S3( 39 3. Service Type cermed Mall ❑Express Mall ❑Registered 14 Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?Mkft Am) ❑Yes 2. Article Number 7 013 3020 0 0 0 0 8 517 5370 (lYertsfer from service label Ps Form 3811,February 2004 Domestic Return Receipt 102595-02_M_1540 UNITED STATES POSTAL SERVICE First-Class Mail Posta USPSge&Fees Paid Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • M I AMI Srr{os V I�G� '�(lel N G -pEpPCZ"�M EN l 101r) Ar+'P,- 2' �33t3S S}lC� c YL 10050 N.E.2ND AVENUE '�� YS�t�lid' F L O R I D A 33138 • ' r T.; 0 S ,{��g S.`Ti°G l FiFsi-Clasp Eaded From 33138 7013 3020 000[1 A q,7 5370 *' r 12/07/2016 _ O2A 0061803107 ®EC 14 MR.& MRS. MACADAM GLINN of 120 NE 102ND ST. �V( MIA I SHO--- ^' J H RETURN TO SENDER � VACANT 3 "er $5 sar'3a a-epi `ce C UNABLE TO €C,scWAR h 'a J. =� `�� ' 21=° 11I��E�III,eI��f[II��II�4,II�IIIPIIlI��III'�ItI}��IIIIe09��8[lla Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice of Violation DATE: December 7, 2016 TO: Keith Almeida Almeida Industries, Inc 4420 NW 12th Ave. Fort Lauderdale, Florida 33309 RE: RF-6-16-1837 Roof for MR. and Mrs. MacAdam Glinn 1201 NE 102 St. Miami Shores, Florida 33138 FOLIO: 11-3205-025-0160 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami-Dade County. The building official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building official has issue a stop work order for your project. Type of Violation: Failure to pass required roofing inspections and performing work beyond the point indicated by the Building Official on the rejection comments dated September 23, 2016 without first obtaining the approval of the building official. Chapter: 1, Section 110.1, and section 110.6 of the 5th Edition, 2014 Florida Building Code. To wit: [A] 110.1 General. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the permit applicant to cause the work to remain accessible and exposed for inspection i n purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. [A] 110.6 Approval required.Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official.The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. REQUIREMENTS FOR CORRECTION. 1. Remove all work performed without authorization and approved inspection by the Building Official up to the point of the first required inspection. 2. Request inspections as required under section 110.3 of the 2014 Florida Building Code and as specified on the permit card issued for the project. Therefore,you are hereby directed that on or before Tuesday, December 27, 2016 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s) will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also,failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami- Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.0 at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life-safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranioi@miamishoresvillage.com. a a Thank you for your cooperation in this matter. (T4 Y7/ Ismael Naranjo, B.0, CF Building Director. Mail Date Mailed: By:iIV-IA. Return Receipt Number: --�Q 13 �j2c> OOUb e1519 S3--�O CC: Mr. MacAdam Glinn 10201 NE 102 St. Miami Shores, Florida 33138 I(� ® ! `l �� MacAdam Residence "Pool Patio Framed Canopy" 12o1 N.E. 102nd Street Miami Shores, Florida Structural Calculations for the new Pool Patio Can Design Criteria.. The 2014 Florida Building Code, 175 m.p.h. 3-second ultimate Gust Velocity, Exposure"C",Risk Category II,"Open"structure. Specialty Contractor: PARADISE AWNINGS 413o N.W. 36th Avenue Miami, Florida 33142 Phone: (305) 597-5714 Specialty Engineer: Thomas M. Kelaher,P.E. - Structural Consultants Florida P.E. #40i 1108 Southet 149 �3TAC ` Deerfield BeaCh,.Bc; a.3j4i1.'�' Phone: (954) 36o-9628 FAX: (954}$60-017S•. � ® 5 tkelaherengr c7�mcast.net �, • •, �`. �-�- • •� • •n ¢° • •• • • • •�-• �a r 1 - Rin 4�° ti- s ••• • • • • ••• • • jar n b �ja1 �� • •• •• • • • •• •• THOMAS M. KELAHER, P.E. Structural Consultants Florida P.E. #40159 Phone(954)360-9628 FAX(954)360-0173 tkelaherengr@comcast.net 1108 Southeast 14th Terrace, Deerfield Beach,Florida 33441 DESIGN CRITERIA Project: - MacAdam Residences _ -- "Aluminum Framed Pool Patio Canopy" 1. Aluminum framed canopy has been designed in accordance with The 2014 Florida Building Code and ASCE 7-so for wind loads. The wind loads are based on a 3- second gust velocity of 175 m.p.h., Exposure "C", with Risk Category II. The canopy structure has been analyzed as an"Open Structure",since at least two side os the canopy are completely open, with unobstructed wind. Therefore, GCpi = +/- o.00. A copy of the MECA design wind loads calculations is attached (See Appendix A). The critical Components&Cladding design wind pressures are+51.93 PSF and-49.05 PSF. 2. Each roof deck is supported by aluminum tube beam framing, attached to the existing one-story residence's tie beams and to the new 3"x 3"aluminum columns. The canopy roof structure is braced against the building,with all lateral shear laods transferred to the structure through the connections to the tie beams. Critical Design Load Combinations Required: Egn.16-io: Total Dead Load + Total Live Load (15 PSF+go PSF = +45 P F Egn.16-12: Total Dead Load + (o.6 x Positive Wind) Eqn.16-1.3: Total Dead Load + (o.75 x Live Load) + (0.45 x Pos.Wind Load) Egn.16-15: (o.6 x Dead Load) + (o.6 x Negative Wind Load) CONNECTION DETAU S .. ... . . . . . .. . .. . . . . ... . Types of Fastenings: •• ••• •• •• A. Self-Drilling, self-tapping #12-14.self trilling Tek Rex Head screws(by ITW/Buildex) .. . . . . . .. . . B. "Wedge Bolt"threaded concrete f 03tengrs(b�rpvqp Fasgggersl• ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . J Connection Type A — Fastening_to Aluminum Members, using #12-14 Self-Drilling Screws r Self-drilling,self-tapping screws are #12-14 hex head Tek screws by ITW/Buildex(See Appendix B). Screws shall be Stainless Steel,with at least a#3 drill point. As per AISI S1oo standard,apply a minimum Safety Factor of screw connections of 3.o. Note that the allowable loads tables in Appendix B have incorporated this Safety Factor(designated"omega"). Therefore,the allowable shear values for these#12-14 screws = R661bs. Therefore,the allowable tension values for these#12-14 screws = 4341bs. Connection Type B — "Wedge Bolts" threaded concrete fasteners (by Powers Fasteners) "Wedge Bolts"are threaded large diameter self-tapping concrete fasteners(by Powers Fasteners). Desing capacities of proposed bolts are as per the allowable loads tables in the product literature; said values are to be modified by the applicable Reduction Factors for anchor spacing and concrete edge distance. The allowable shear and tension values should be the Average Ultimate Strength value divided by a Safety Factor of 4:1. Refer to the attached product literature in Appendix C. Provide allowable load capacities for each anchor proposed in the design, based on the actual applications, and evaluate based on the corresponding analysis. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . .. . ... . .. . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I,oA d LoMbir�AT� - � i I � -� 1.b'12,: ( .6x SI�R3�+ 15= k4b.ZQ5F � I I I l5t �•1S��a� t �• 4Sx51 q3) I = +��• °I i�F I Q i� I � � 1�-�S : �e �x IS� - �•� x �q.�S� � I � 3 I � II li I � i F+-= .. ... . . . . ..�G s Z-1 "ti 00 . .. . . . . . 121�� . � v Thomas M.Kelaher P.E. A acTdam ltekaifice Structural Consultants ; -Q- = l b' 7-777- V1/A ,,,,,,,� . l��'�•010013,8�'IlGy�' /Z C12� L S�. QO�'�,. �• �5 lar, 5,33 , •3 G Ic.s�� ,o�3x . ytoo9x3, 89�x ��'1� x1n4 _ I foil �� l04 �C Z�.33iw•9' T. 1�r 5ww�r= I •�9� � � _2 3 4 �/_� • •• • • • • ego Thomas M.Kelaher P.E. ae dam keSidence Structural Consultants •"1Xgvj pool J)V&Cagopy; Florida P.E. #40159 1201 N.L.lord Street,l kMt Sbdr& Florida 1108 S.E.14th Terrace Details By: T.K J2%Nio. 4"l-M • ••Mate: 6 6/•170 2616 CHOI: Deerfield Beach,FL 33441 Phone:(954)360-9628 Checked By. T.1{. Rev.Date: Scale: PARADISE Fax:(954)360-0173 AWNINGS,CORP. tkelaherengr@comcast.net A S PI P, 1 x.41 •9,b �/[/ . . .. 00 *09 Thomas M.Kelaher P.E. AacTdain kekaifice Structural Consultants ;lY,ev Pool PVV$Cagopy; MacAdam Residence-Pool Patio Canopy Canopy Beam"B-2" Try 3"x 8"x 1/8"thick Aluminum tube Beam Archon Beam Design Program INPUT DATA Beam Type= Beam Classification=W Total Length=13.00(ft) Unbraced Length=10.00(ft) Young's Modulus=1.01E+07(psi) Moment of Inertia= 10.00(in^4) Section Modulus=0(ie3) Strong Axis Bending! Both ends of the beam are pinned. LOADS ( 1)Point Load= 1870(lbs) Located 3.670(ft)from the left side. (2)Point Load=1870(lbs) Located 9.000(ft)from the left side. OUTPUT Max.Moment=7290(ft-lbs) Max. Shear=1917(lbs) Max Deflection=1.073(in) Reaction R1 =1917(lbs) Reaction R2=1823(lbs) CODE CHECK DATA,AISC(ASD)9th Ed. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ..• . . .. . . . . . .. . . .. .. . ... . .. . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MacAdam Residence-Pool Patio Canopy Canopy Beam"B-2" Try 3"x 8"x 1/8"thick Aluminum tube Beam SHEAR DIAGRAM Max.Shear=1917 lbs MOMENT DIAGRAM Max.Moment=7290 ft-lbs DEFLECTED SHAPE Max.Def.=1.073 in BEAM SYSTEM E) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . .. . ... . .. . ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• v N• �M = Cl.0 5�` x'1�,c 41� )c.IZ-�l — jZ.0-1 0-1 ' ►L • 3 z `p� O�i IL C v�o� .. ... . . . . . .. . .. . . . . ... . Thomas M.Kelaher P.E. MV Allam 1Zesidence Structural Consultants ; IryO�tCdYvG1 Chh.Gtw,jI Aa- & ",� S.F. � z2 �� . .. . . . . ... . Thomas A Kelaher P.E. Miadam Adiclence Structural Consultants ; MecaWind Pro v2 . 2 . 7 . 3 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 6/17/2016 -_ Project : MacAdam Residence - in Miami Shores, Florida "New Pool Patio Canopy" Design Wind Pressures Input Parameters: Directional Procedure Open Building (Ch 27 Part 1) Basic Hind Speed(V) = 175._00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Rd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg D: Roof Len along Ridge = 20.00 ft L: Horizontal Width = 14.00 ft h: Mean Roof Ht = 10.00 ft Type of Roof = PITCHED Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Normal to Ridge - Open Building - Pitched Roof per Figure 27.4-5: L • Y • • • •• • . •.• • Y 7-7-0- eoe ••• ... • • •• •• 000 • •• •. APPENDIX A Since roof slope less than 7.5 Degrees, use pressures for monoslope roof s Gamma = 0 & 180 degrees, Clear Wind Flow Load Cnw Cal Windward Wind Pres.Leeward Wind Brea. Case par per --------------------------------------------------------------- A 1.200 0.300 34.621 8.655 B -1.100 -0.100 -31.736 -2.885 Normal to Ridge - Base Reactions - Roof +GCpi Description Press Area Fa FY Fz Ma My Mz par ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof Windward 34.62 140 .00 .00 -4.85 -17.0 .0 .0 Roof Leeward 8.66 140 .00 .00 -1.21 4.2 .0 .0 ------------------------------------------------------------------------------------- Total .00 280 .00 .00 -6.06 -12.7 .0 .0 Normal to Ridge - Base Reactions - Roof -GCpi Description Press Area F8 FY Fz Mz My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof Windward -31.74 140 .00 .00 4.44 15.6 .0 .0 Roof Leeward -2.89 140 .00 .00 0.40 -1.4 .0 .0 ------------------------------------------------------------------------------------- Total .00 280 .00 .00 4.85 14.1 .0 .0 Normal to Ridge - Base Reactions - Roof MIN Description Press Area* Fs FY Fz Mz My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------=------------------------------------------------------ ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Normal to Ridge Along Ridge - Open Building - Pitched Roof per Figure 27.4-5: Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case par par ------------------------------------------------------------------- <=10.0 Theta<=45 deg A -0.80 -23.080 B 0.80 23.080 >10.0&<=2*10.0 Theta<=45 deg A -0.60 -17.310 B 0.50 14.425 Along Ridge - Base Reactions - Roof +GCpi Description Press Area Fs FY Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof (0 to h) -23.08 70 .00 .00 1.62 5.7 -8.1 .0 Roof (0 to h) -23.08 70 .00 .00 1.62 -5.7 -8.1 .0 Roof (h to 2h) -17.31 70 .00 .00 1.21 4.2 6.1 .0 Roof (h to 2h) -17.31 70 .00 .00 1.21 -4.2 6.1 .0 ------------------------------------------------------------------------------------- Total .00 280 .00 .00 5.65 .0 -4.0 .0 Along Ridge - Base Reactions - R982 -%t$i• • • • •• • •• • • • • ••• • Description Press Areas Fs• • • • • Fz • Mz My Mz psf ft9l •Mp •• K:Lp • •Kip K-ft K-ft K-ft -------------------------------- --------------------------- Roof (0 to h) 23.08 70 .00 .00 -1.62 -5.7 8.1 .0 Roof (0 to h) 23.08 ••• 110 .00: ••t.00 •i 2• 5.7 8.1 .0 Roof (h to 2h) 14.43 • • 7% .000 • .00 • .�1• -3.5 -5.0 .0 Roof (h to 2h) 14.43 •: 74• • ti0IO OE 4-:-11 3.5 -5.0 .0 ------------------------------"•'•'--- -----'•y'F--•-----M'--- ------------------------ Total .00 280 .00 .00 -5.25 .0 6.1 .0 ••• • • • • ••• • • • • • Y • • • • • •• •• • • • of •• s•• • • 0 ••• • • Along Ridge - Base Reactions - Roof MIN ' Description Press Area* Fx FY Fz Mx My Mz psf ftA2 Rip Kip Kip R-ft K-ft K-ft ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- TOtal .00 0 .00 .00 .00 .0 .0 .0 Notes - Along Ridge Total Base Reaction Summary Description FX FY Fz Mu My Mz Kip Kip Kip K-ft K-ft R-ft -------------------------------------------------------------------------------------- Normal to Ridge Roof +GCpi .0 .0 -6.1 -12.7 .0 .0 Normal to Ridge Roof -GCpi .0 .0 4.8 14.1 .0 .0 Normal to Ridge Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Roof +GCpi .0 .0 5.7 .0 -4.0 .0 Along Ridge Roof -GCpi .0 .0 -5.3 .0 6.1 .0 Along Ridge Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to M31FR3 Reactions: Note (1) Cnw- Net Press (contrib from top and bottom surf) for windward roof surf. Note (2) Cnl- Net Press (contrib from top and bottom surf) for leeward roof surf. Note (3) Cn- Net Press (contributions from top and bottom surfaces). Note (4) + = Pressure acting toward surface, - = Pressure acting away from surface. Note (5) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (6) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (7) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (8) MIN area is the area of the surface onto a vertical plane normal to wind. Note (9) Total Roof Area (incl OH Top) = .00 sq. ft Wind Pressure on Components and Cladding (Ch 30 Part 5) �r tw L 3 3 11 311 77 7 77 777 e g too mk 100 PWIWdRo !' All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.00 ft Description Width Span Area Zone Cn Cn Max P Min P ft ft ftA2 Max Min psf psf ----------------------------------------------------------------------- Roof Component 2.00 5.47 •l0"i 0 01.20 -14110 64.62 -31.74 Roof Component 2.00 7.74 20.0 : •..•L.':0'.L-1:1: :34.62 -31.74 Roof Component 2.00 12.24 049.9041 • 01.20 0-14110 84.62 -31.74 Roof Component 2.00 17.32.jA0.%: •..�.24�1�IC ..3%.62 -31.74 Roof Component 2.00 5.47 10.9 2 1.80 -1.70 51.93 -49.05 Roof Component 2.00 7.74 20.0 2 1.80 -1.70 51.93 -49.05 Roof Component 2.00 12. 4 i9 2 �. QQ0 1.10• 34162 -31.74 Roof Component 2.00 17. 2e 1 .0 2 •t. Q r1.19 •36.V -31.74 Roof Component 2.00 5! 'P 1�.9 X01.$6 -1470.:51: 3 -49.05 Roof Component 2.00 7.#.p 21-9 . 1.gg0r1.70 •5 X33 -49.05 Roof Component 2.00 12!24 49.9 3 0001.26 -1.160 34!62 -31.74 Roof Component 2.00 17.32 100.0 3 1.20 -1.10 34.62 -31.74 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1—ITW BUILDEX TEKS SELECT'SCREWS 10-16x3/4° 12-14x7/8" 12-14x1" 12-14x1-1/2" 12-14x2" 1/4-14 X 1" Description HWH Tek/3 HWH Tek/3 HWH Tek/3 HWH Tek/3 HWH Tek/3 HWH Tek/3 Part No. 1076000 1112000 1080000 1114000 1117000 1119000 Drilling 0.150" 0.187" 0.187" 0.187" 0.187" 0.210" Capacity Maximum Ll Load Bearing Area Indicated by Arrows 1/4-14 X 1-1/2" 1/4-20x1-1/8" 1/4-20x1-1/2" 1/4-20x2" 1/4-20x2-1/2" #12-14X1" Description HWH Tek/3 HWH Tek/4 HWH Tek/4 HWH Tek/4 HWH Tek/4 Undercut PFH Tek/3 Part No. 1121000 1124000 1125000 1078000 1126000 1132000 Drilling 0.210" 0.210.0.312" 0.210-0312" 0.210-0.312" 0.210-0.312" 0.187" Capacity a Orr. Maximum Load Bearing i Area Indicated by Arrows .• ••00 • • • • • • • • . • • 410 • • •• •es 0 see • . • • ---- ... Page . . . . . . . . . . 006 . 0 . ... . 0 APPENDIX B TABLE 2—ALLOWABLE TENSILE PULL-OUT LOADS(PNOT/0),pounds-force 1,2,3,4 Allowable Pullout Values(P/G)on Cold Formed Steel and Aluminum;0--3.0 Aluminum Thickness Screw Nominal Steel�auge/Thickness ' Designation Diameter(in.) 6063-T52 6063-T6 18 16 14 12 1/8" 3/16" 1/4" 5/16° 1/8" 1/4" 3/8" 1/8" 1/4" #10-16 HWH 0.190 140 182 211 388 404 250 377 #12-14 HWH 0.216 138 186 230 481 496 809 278 680 434 864 #12-14 UPFH 0.216 140 218 252 473 507 837 274 642 418 812 1/4-14 HWH 0.250 170 224 274 1 431582 971 283 732 403 997 1/4-20 HWH 0.250 157 231 282 427 571 1066 1422 1422 281 1 685 1118 396 J49 L For tension connections,the lower of the allowable pull-out,pullover,and fastener tension strength found in Table 2,3,and 4, respectively must be used for design. 2. Nominal strengths are based on laboratory tests.Steel is compliance with AISI Manual of Cold-formed Steel Design,2008 Edition,Part I: Dimension and Properties for Use with the 2007 North American Cold-Formed Steel Specification with minimum tensile strength 58 ksi. Aluminum is compliance with 2010 Aluminum Design Manual,Part I specification for Aluminum Structures;6063-T52 with minimum tensile strength 22 kst,or 6063-T6 with minimum tensile strength 30 ksl. 3. To calculate LRFD values,multiply values In table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of O.S. 4. The base-metal thickness of 18 gauge steel is 0.048;16 gauge is 0.060";14 gauge is 0.075";and 12 gauge is 0.105"; ABLE 3—ALLOWABLE TENSILE PULL-OVER LOADS(PNS/0), pounds-forcei,z,3'a Allowable Pullover Values(P/0)on Cold Formed Steel and Aluminum;Q--3.0 Aluminum Thickness Screw Nominal Steel Gauge/Thickness 6063-T52 6063-T6 Designation Diameter(in.) 18 16 14 12 1/8" 3/16" 1/8" 1/4" 3/8" 1/8" 1/4" #10-16 HWH 0.190 557 645 718 718 718 578 640 ff12-14 HWH 0.216 619 798 848 1092 1092 1092 586 827783 885 #12-14 UPFH 0.216 489 624 716 716 716 716 561 818 750 818 1/4-14 HWH 0.250 661 958 1074 1514 1 1514 1514 722 1091 944 1183 1/4-20 HWH 0.250 667 916 1076 1568 1 1568 1568 688 1170 1190 922 1 1243 L For tension connections,the lower of the allowable pull-out,pullover,and fastener tension strength found in Table 2,3,and 4, respectively must be used for design. 2 Nominal strengths are based on laboratory tests.Steel is compliance with AISI Manual of Cold-formed Steel Design,2008 Edition,Part I: Dimension and Properties for Use with the 2007 North American Cold-Formed Steel Specification with minimum tensile strength 58 kst. Aluminum is compliance with 2010 Aluminum Design Manual,Part I specification for Aluminum Structures;6063-T52 with minimum tensile strength 22 ksi,or 6063-T6 with minimum tensile strength 30 ksi. 3. To calculate LRFD values,multiply values in table by the Aso safety factor of 3.0 and multiply again with the LRFD m factor of O.S. 4. The base-metal thickness of 18 gauge steel is 0.048";16 gauge is 0.060";14 gauge is 0.075";and 12 gauge is 0.105"; TABLE 4—FASTENER STRENGTH OF SCREWS,pound-force',7,3,4 Allowable Fastener Strength Q--3 Nominal Fastener Strength(Tested) Fastener Tensile,Pt/11(lb) Shear,P./a(lb) Tensile,Pt,(lb) Shear,Ps,(lb) #10-16 HWH 866 536 2598 1607 #12-14 HWH 1076 •• ••• • 0697• • 3227 2091 #12-14 UPFH 1039 • *-:6A : : 3118 1935 #14-14 HWH 1455 .•• •: ••:9i1 ; ; .' 4365 2727 #14-20 HWH 1561 908 4683 2725 1. For tension connections,the lower of the allowable pullout pullgyere fastenw#r tenslon strength found in Table 2,3,and 4, respectively must be used for design. ; : ; ; • 2. Nominal strengths are based on laboratory tes8: :• • •• 0 • • •e 9 • 3. To calculate LRFD values,multiply values in table by tW ASD safa*factor of 3.1%Ad muOply again with the LRFD 0 factor of O.S. 4. The base-metal thickness of 18 gauge steel is 0.048";16 gauge is 0.060";14 gauge is 0.075";and 12 gauge is 0.105"; ... 2 page . . . . . . . . . . . •• •• . • . •• •• ... . . . ... . . TABLE 5-ALLOWABLE SHEAR(BEARING)CAPACITY,pounds-force:42,3,4 + Allowable Shear Values(S/0)on Cold Formed Steel and Aluminum;0=3.0 Steel Gauges/(Thickness) Aluminum Thickness Screw Nominal ges/(Thickness) Designation Diameter(in.) 6063-T52 606346 18-18 18-14 16-16 14-1411/8--3/16- 12-1/4" 3/16"-1/4" 1/8"-1/8" 1/8"-1/4" 1/8"-1/8" 1/8"-1/4" #10-16 HWH 0.190 331 583 475 402 454 #12-14 HWH 0.216 372 646 520 646 456 728 566 603 #12-14 UPFH 0.216 375 662 542 636 520 580 639 542 1/4.14 HWH 0.250 376 622 536 785 838 519 806 731 810 1/4-20 HWH 0.250 356 687 520 760 854 860 860 529 819 692 921 L The lower of the allowable shear(bearing)and the allowable fastener shear strength found in Table 4 and 5,respectively must be used for design. 2. Nominal strengths are based on laboratory tests.Steel is compliance with AISI Manual of Cold-formed Steel Design,2008 Edition,Part I: Dimension and Properties for Use with the 2007 North American Cold-Formed Steel Specification with minimum tensile strength 58 ksl. Aluminum Is compliance with 2010 Aluminum Design Manual,Part I specification for Aluminum Structures;6063-T52 with minimum tensile strength 22 ksi,or 6063-T6 with minimum tensile strength 30 ksi. 3. To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5. 4. The base-metal thickness of 18 gauge steel is 0.048";16 gauge is 0.060";14 gauge is 0.075";and 12 gauge is 0.105"; TABLE 6-MINIMUM FASTENER SPACING AND EDGE DISTANCES Screws Screw Nominal Fastened Minimum Minimum Size Diameter(inch) Material Spacing(inch) Edge Distance(inch) No.10 0.190 Steel 0.570 0.285 Aluminum 0.760 0.380 Steel 0.648 0.324 No.12 0.216 Aluminum 0.864 0.432 1/4" 0.250 Steel 0.750 0.375 Aluminum 1.000 0.500 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . .. .. . ... . .. . ... . . . . ... . . . ... 3 1 Page . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL INFORMATION lowers.FASTENING INNOVATIONS GENERAL INFORMATION SECTION CONTENTS General lnfonnadon......................1 316 STAINLESS STEEL WEDGE-BOLT Material Specifications.................2 Screw Anchor Installation huftctions................2 Reference Data(ASD)..... _... .... 2 PRODUCT DESCRIPTION Ordering Irdormation....................8 The 316 Stainless Steel Wedge-Bolt anchor is a one piece,heavy duty screw anchor with a finished hex head.It is simple to install,easy to identify,fully removable and vibration resistant The Wedge-Balt has many unique features and benefits that make it well suited for many applications,both indoors and out.Optimum performance is obtained using a combination of patented design concepts.The steel threads along the anchor body self tap into the hole during installation and provide positive keyed engagement The benefit to the designer is higher load capacities,while the benefit to the user is ease of installation.The Wedge-Bolt can be installed } • with either a powered impact wrench or conventional hand socket. 316 Stainless Steel Wedge-Bolt screw anchors are designed to be used with a matched tolerance Wedge-Bit for optimum performance.The Wedge-Bolt works in fixture clearance holes that are 316 sTawrFss STEEL wEoee-socr '� 1116over nominal,which is typical of standard facture holes used in steel fabrication. ., APPLICATIONS , , HEAD STYLES •USES Stainless Steel Body and hex washer • Interior and Exterior Applications • Storage Facilities head .�,�" •Support Ledgers and Windows • Repairs&Retrofits ANCHOR MATERIALS 1 • Railing and Fencing •Maintenance • Type 316 Stainless Steel FFEATURES BENEFITS ANCHOR SIZE RANGE(TYP!) +High corrosion resistance of Type 316 Stainless Steel 1/4"diameter through 1/20 diameter(see ordering information) +Consistent performance in high and low strength concrete SUITABLE BASE MATERIALS w +Anchor can be installed through standard fixture holes • Normal-weight concrete + Diameter,length and identifying marking stamped on head of each anchor • Grouted Concrete Masonry(CMU) + Can be installed with an impact wrench or conventional hand socket . Brick Masonry h` +Fast installation and immediate loading minimizes downtime + Finished hex head provides attractive appearance and minimizes tripping hazard + Can be installed closer to the edge than traditional expansion anchors + Ratchet teeth on underside of hex washer head lock against the fixture +Removable APPROVALS AND LISTINGS •Tested in accordance with ASTM E488,AC106 criteria and AC193 criteria GUIDE SPECIFICATIONS CSI Divisions:0316 00-Concrete Anchors,04 0519.16-Masonry Anchors and 05 0519-Post- installed Concrete Anchors.Screw anchors shall be 316 Stainless Steel Wedge-Bolt as supplied l by Powers Fasteners,Brewster,NY.Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. .. ... . . . . . .. N O O •• • ••• • •• • m T • • • • • • • • • • 1 wwmpawemcom ' ' "" APPENDIX C -?owers FASTENING INNOVATIONS MATEWSPECIRCAnow MATERIAL SPECIFICATIONS Flw.VIIi w..a� - _may C •�W�}dl6 -�jy • Anchor Body and hex washer head Type 316 Stainless Steel, t. withsaaifldal steel�tipand tappfig threads INSTALLATION INSTRUCTIONS Installation instructions for 316 Stainless Steel Wedge-Bolt Step 1 Step 2 Step 3 I Step 4 Using the proper Remove dust Selecta powered } Drive the anchor Wedge bit and debris impact wrench through the the base le hfrom the that does not fimure and into EM into using a exceed the the hole until materfal m ?.a;. : s.` hand the required compressed�R� maximum T—., .,foy ,. r edwrcn mes depe t 7hQ ora to j selected anchor into contact tnrith a•-V•< tolerances of the .'; ` renove loose (, l diameter.Attach � the torture The Wedge-bit usedpan7des left an appropriate anchorshould ° .• ;': must ethef ~' from drilling. sized hexsocket/ be mug aper the published. 'rit driver to the - installation.Do .P, a•,. .. , < �.... Impact wrench. not rn the Wedgebitrange Mountthesoew her socketoff anchor tread the anchor to into the socket. dimrtgage. 316 Stainless Steel Wedge-Bolt Anchor Detail Hex Head Marking Legend may` Diameter,material,and length identification mark �,..L�.,.. �i.••i•`,,. Ia•'=.a4-1a t Y•°• Nomentat�e d. - Diameter Anchor _ Matched Tolerance System dm = Diameter of NO Bit `i` "`•i" db = Diameter of Clearance Hole -�ti•T;�i b'dfh •L „•L nom h = Base Material Thtdmess. -' �° a„• e�Y•:d The value of h should be 1.516 L. r•L•.t., ,: or 3",whichever i5 " . ha== Minimum NoMnal�dm�rt • <• L =': Her Head Serrated Dualllmad [tluetularldrtg ; ;3�.;r •� h. = Minimum Hole Depth Moe underside PrafBe i=. ;is ^;>„ t.•.i. IT Designed Designed and tested as a systern for consistency and reliability p.4. REFERENCE DATA(ASD) Installation Specifications for 316 Stainless Steel Wedge-Bolt in Concrete ' Anchor diameter in. 0.250 0375 0.500 (mm) (6.4) (9.5)' (12.7) Minimum diameter of do In. 5/16 7116 9/16 hole clearance in biture (mm) (7.9) (11.1) (143) Nominal drill hit diameter deu in 1/4 3/8 112 Wedge-Bit Wedge-Bit Wedge-Bit •• ••i i i •• i ••• Minimum nominal embedment depth h..., *n• -3/q 2 23/4• (mm) • • • • • (51) (70) Minimum hole depth he ••(MMI•: '•: ••(51f : .. (57) (77) 12 Minimum overall anchor length ?gym in. 2 2-12 3 2 hN 51) (64) (76) Maximum impart wrench power(torque) T, : : fLP : 0 915 245 300 • (Nrh►) • • • (156) •• • • (332) (407) Torque wrench/socket size - • is ••• • /16 .• V 9/16 3/4 Head height - in. 7132 21164 7/16 For 51:1 inch=25A mm,1 ft W=1356 Win, 0 • • � • • • • • • • •_• • ••• • • • ••• • • www.powers com 2 REFERENCE DATA(ASD) -Powers FASTENING INNOVATIONS Ultimate Load Capacities 4 316 Stainless Steel Wed u Bolt In Normal-Weight Concrete,.2 00 Ow N N ------- R -f RK 9 01 D I En AY VIR 1-3/4 955 1,3851,045 1,520 1,210 1,755 1,440 2,560 1,660 2,960 114 (4 4) (4.2) ('0.2) (4.6) (6.8) (5.4) (7.8) (6.4) (11.4) (7.4) (13.2) 2-1/2 2,660 1,385 2,915 1,520 3,365 1,755 3,145 2,560 3,630 2,960 (64) (11.8) (6.2) (3.0) (6.8) (15.0) 1 (7.8) (14.0) (11.4) (16.1) (13.2) 2 935 2,400 1,025 2,630 1,185 1 3,035 1,645 3,030 1,900 3,500 -(51) (4.2) (10.7) (4.6) (11.7) (5.3) (13.5) (73) (13.5) (8-5) (15.6) 318 2-1/2 1,92 Z105 2 5 L 2,485 (1720 2,435 3,145 2,965 5,250 3,42 6,060 (64) (8-6) (11.1) (9.4) 2.1) (10-8) (15.0 (27.0) - (14.0) (13.2) (23.4) 2) 3-1/2 4,480 2,485 4,910 2,710 5,670 3,145 6,360 5,250 7,345 6,060 ■ (89) (19-9) (11.1) (21.8) (12.1) (25.2) (14.0) (283) (23.4) (32-7) (27.0) 2-3/4 4,880 8550 5,345 9,365 6,170 10,810 8,185 11,690 9,450 13,495 (70) (21.7) r38.0) (23.8) (41.7) (27.4) (48.1) (36.4) (52.0) (42.0) (60-0) 1/2 3 9,520 6.830 10,430 7,890 12,045 9,315 11,425 10,760 13,190 /2 6,235 Ll (27.7) (423) (30.4) (46.4) (35.1) (53.6) (41.4) (47.9) (50-8) (58.7) 0,430 P42 7,810 9,520 8,555 1 9,880 12,045 11,220 11,425 12,955 13,190 (1 11) 14 (34.7) (423) (38.1) (46.4) (43.9) (53.6) (499) (50.8) (57.6) j (58 7) 1. Tabulated load values are for anchors huge I in concrete. Concrete conpesdve strength must be at a minimum at the time of insWWom zi- 2. Ultimate food capacities must be reduced by i minimum Safety factor of 4.0 or greater to determine allowable v=ft load.The tabulated lead values account for the sacrificial drive Sp o. nut being present during service Iffe. Allowable Load Capacities f 316 Stainless Steel Wedge-Bolt In Normal Weight Concrete'A'14 �-Q N -1 2 M W,� U-4", ARM ]MEL 1-3/4 240 345 260 380 305 40 360 60 415 740 114 (44) (1.1) (1.5 (1.2) (1.7) (1.4) (2.0) (1.6) (2-8) (1.8) (3.3) 2-1/2 665 345 730 380 840 440 785 640 740 (64) (3.0) (1.5) (3.2) (1.7) (3.7) 910 (2.0) (3.5) (2.8) (4.0) (33) 600 255 2 235 660 295 760 410 760 475 875 (51) (1-0) (2.7) (2.9) (13) (3.4) (1-8) (3.4) (2-1) (39) _j rim 620 525 680 610 785 3/8 2-112 480 740 1,315 855 1,515 (64) (2.1) (2-8) (2.3) (3-0) (2.7) (3.5) (33) (5.8) (3.8) (6.7) 3-1/2 1,120 620 1,230 680 1,420 785 1,590 1,315 1,835 1,515 (89) (5.0) (2.8) (5.5) (3.0) (63) (3.5) (7-1) (5-8) (8.2) (6.7) ...... 2-3/4 1,220 2,140 1,335 2,340 1,545 2705 2,045 2,925 2,365 3,375 (70) (5-4) (9-5) (5.9) (10.4) (6.9) (i2. 0) (9-1) (13.0) (10.5) (15.0) 112 3-1/2 1,560 2,380 1,710 2,610 1,975 3,010 2,330 2,855 2,690 3,300 (89) (6-9) (10.6) (7.6) 11.6) (8-8) (13A (10-4) (12-7) (12.0) (14.7) 41/2 1,955 2,380 2,140 2,610 2,470 3010 2,805 2,855 3,240 3,300 (114) (8.7) (10.6) (9-5) (11-6) 1.0) 63.4) (12.5) (12.7) (14.4) (14.7) 1. Tabulated load values are for anduns Installed in concrete. Concrete compressive strength must he at a minimum at the time of Installation. 2. Allowable load capacities are calculated using m applied safety fidcurr of 4.0.The tabulated load values account for the swffldal drive tip not being iresendudng service life. 3. Allowable load capacities must be multiplied b F reduction factors when anchor spacing or edge distances are less than critical distances. 4. Linear Interpolation may be used to determine 3110yJable loads for WAeM bbtdm&b Wit jpmje+*W 0 000 0 6 0 see 0 6 3 www.pawers.com .--Powem FASTENING INNOVATIONS REFERENCE DATA(ASD) DESIGN CRITERIA(ALLOWABLE STRESS DESIGN) Combined Loading For anchors loaded In bath shear and tension,the combination of loads should be proportioned as follow. Nu Where: =d Service Tension Load ,,OIL + (VU No I ble Tension Load Vu (NNn--) Tn-) V.==Sertice Shear Load Vn= le Shear Load 1+ t ' / FACTORS FOR SPACING AND EDGE DISTANCES; Anchor Installed in Normal-Weiaht Concrete 0= Spacing(s) Tension s.=12d Fra=1.0 sit=4d Fis=0-50 Shear s.=12d Fa=1.0 sb=4d Fa=0.75 Edge Distance(c) Tension c.=8d Fra:=1.0 rh=3d FK=0.70 Shear c.=12d Fvc=1.0 cm=3d Fvc=0.15 1. Allowable load values finiml in the performance data tables are multiplied by reduction fams when anchor spacing or edge distances are less than crifical distances.linear interpolation is allowed for(mermecliate anchor spacing and edge distances beween offical and mh*num distances.When an anchor Is affected by bolh reduced sparing and edge&-Mncp,the spacing and edge reduction factors must be combined(multiplied).Multiple reduction fams for anchor spacing and edge distance may be required depending on the anchor group configuration. qj LOAD ADJUSTMENT FACTORS FOR NORMAL-WEIGHT CONCRETE Spacing,Tendon(Fas) SpachsShea oks) ° `t 1 0.50 1 0.75 1-112 0.63 0.50 1-1/2 0.81 0.75 2 0.75 0.58 0.50 Notes:For anchors loaded in 2 0.88 0.79 0.75 Notes:For anchors loaded in 2-1/2 0.88 tension,the affical spacing(c.) shear,the critical spacing(s.)is 0-67 0-55 is equal to 12 anchor diarriem 2-1/2 0.91 0.83 0.78 equal to 12 anchor diameters achieves(11 2d)at which the anchor 12d)at which the anchor 3 1.00 0.75 3 1.00 0.63 100%of load. 0.88 0.81 achieves 1001°of load. 0.81 Wmimurn spacing(sW Is equal 1.00 0.91 Minimum spacing(s,.)is equal to 4-1/21 1.00 to 4-1/2 -- 4 anchor diameters(4d)at which 4 anchor diameters(4d)at which 1.0() the anchor achieves 50%of load 6 1.00 the anchor achieves 75%of load. Edge DWanm Tendon M4Edp Distance Shear(kc)314 0.70 3/4 0.15 1-1/8 0.79 0.70 1-1/8 0.29 0.15 1-1/2 0.98 0.76 0.70 1-1/2 0.43 0.24 0.15 1-7/8 -- For anchors loaded in Notes:For anchors loaded in 0.97 0.82 0.75 tension,the critical edge distance 1-7/8 0.58 034 0.22 shear,the critical edge distance Is I to 8 andior diameters 2 1.00 0.84 0.76 2-1/4 032 0.43 0.29 ca)Is equal to 12 anchor - at i theanchorachimes diameters(12d)at which the 10OD/o of bad. 00* 0 --- 0.88 0.79 9 0 0.43 14 -9 .06• 0.62 anchor achieves 100%of load 1 Minhurn edge (C-445 Minimum edge distance(corm)is 3 1.00 0.88 equal to 3 4Z/24 a:- 61 1.00 0.72 equal to 3 anchor diameters(4 at which the anche ieftwall at which the anchor achieves #4 1.00 of load. 1.00 15%of load 12 6 guy 8 www.powers.com 4 MIAWrE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 t BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF EverGuard®TPO Single Ply Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MEMMINATION of this NOA will occur after the expiration date or if there has been a revision or •••••• change in the aiatenals,use,and/or manufacture of the product or process.Misuse of this NOA as an ...•.. etid(nepent of any Product,for sales,advertising or any other purposes shall auto_ tically terminate •. this NOA.Fai s 3rt � • V4� • nijlr r""mss: 1 : f cause for�rr�n tion and removal of ...... NOA. •• L• _ _ _> �h • iDV)I:RTISLM : The N` number preceded by the words Miami-Dade Co ,Florida,and ••••• m fd)�oevl by they �'rrtortFd 1 '. r g literature. If any po ion of the NOA is displayed,thep� S al' e doi1�;,.an tt�erttu • •••• ITS��:CTION:' Loy of tlus,�ntuI (�Asl brovtded to th user by the man facturer or its • .... �. � .; dist jttors alxq sh K lair available for 1 oh at tttd- 'Che request of the ilding Official. TRIS"15A renews 1 n&revises NOA 110 l"�20 ,.20, t .` f pages 1 through 7. The submitted docp�itati"btt revie ?�Jorge F OA No.: 15-0729.18 MIAMI-DADE COUNTY Expiration Date: 09/22/20 • • Approval Date: 09/10/15 Page 1 of 27 N CTC T t Q rAwkew DURING THIS REVIEW DO NOT RE CONTRACTOR FROM OOMPLJAIN *Myl PLANS AND f TIONS THt ONLY FOR G .... VoNg ESIGN INTENTRACTORI �iIRMINGALL AIIt.... •. • SELECTING FAI3RtM;� CATtQA!AND • .... QTIIER N OE SPE AN MOM •••••• 'WORK INA AM .. . ... ...... .. .. . • TH W�R ...... . . . . a ROOFING SYSTEM APPROVAL �! Category: Roofing Sub-Category: Single Ply Roofing Material: TPO 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 Description EverGuard®TPO Various ASTM D6878 Thermoplastic olefin reinforced TAS 131 single-ply membrane. EverGuard Extreme®TPO Various ASTM D6878 Thermoplastic olefin reinforced TAS 131 single-ply membrane designed for advanced protection against heat aging and UV degradation. EverGuard®TPO FB Ultra Various ASTM D 6878 Thermoplastic olefin reinforced, TAS 131 fleece back single-ply membrane EverGuard Extreme®TPO FB various ASTM D6878 Thermoplastic olefin reinforced fleece Ultra TAS 131 back single-ply membrane designed for advanced protection against heat aging and UV degradation. GAFGLAS®#80 Ultima Base 39.37" ASTM D4601 Smooth asphaltic base or base/ply Sheet (1 meter)wide sheet reinforced with fiberglass mat. Ruberoid®20 Smooth 39.37' ASTM D6163 SBS polymer-modified asphalt base (1 meter)wide or ply sheet reinforced with a fiberglass mat. Ruberoid®Mop Smooth 1.5 39.37' ASTM D6164 Smooth surfaced mop applied SBS (1 meter)wide base or ply sheet reinforced with a • • Goes .0polyester mat. . . GA11GLAM Stratavento 39.37' ASTM D4897 Smooth surfaced asphaltic nailable Nail§ble Ventin 4a***Sheet (1 meter)wide venting base sheet reinforced with • fiberglass mat.Bottom side surfaced ..... . ... ...... . . ..... .. .... with granules. 0000 LRF Adhesive U.0., 1:1 applicator Proprietary Two-part VOC free polyurethane ...... . .. .....0 foam adhesive. 000000 LRF."&sive O.• �; 1:1 applicator Proprietary Two-part VOC free polyurethane 00000. foam adhesive. GAF 2-Part Roofing Adhesive 1:1 applicator Proprietary A two-part VOC free polyurethane foam adhesive NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 2 of 27 Test Product « Product Dimensions Specification Description EverGuard®#1121 Bonding 5 gallons Proprietary Solvent based adhesive for fully Adhesive adhered TPO systems and membrane flashing. EverGuard®WB 181 Bonding 5 gallons Proprietary Water-based bonding adhesive for use Adhesive with smooth TPO, fleece backed TPO and fleece backed PVC membranes. EverGuard®Low VOC TPO 5 gallons Proprietary Low VOC adhesive for TPO fully Bonding Adhesive adhered systems and flashings. VersaShield®Fire-Resistant 12"x 100' rolls ASTM D226 Non-asphaltic fiberglass reinforced Roof Deck Protection underlayment and/or fire barrier. VersaShield®Solo'Fire- 42"roll wide, ASTM D146, Non-asphaltic,fire resistant fiberglass Resistant Slip Sheet 100 ft D828,D4869, underlayment. D6757 EverGuard"TPO Coated Metal 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick GAF TPO for edge detailing. EverGuard Extreme® TPO 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Coated Metal GAF TPO for edge detailing and designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Cover Tape 6" x 100' Proprietary GAF TPO laminated to white butyl 10" x 100' tape primarily used for edge metal details. EverGuard®TPO Cover Tape 6" x 100' Proprietary Flashing strip manufactured from Heat-Weld unreinforced GAF TPO laminated to a six inch wide strip,half the strip with a self-adhered side and half the strip with a heat-weldable edge;used • •• for edge metal details. 0 0000 0 00 %690: EverGuard ExtreTPO i PO 6" x 100' Proprietary Flashing strip manufactured from 0000.. Cover Tape He4-'Veld unreinforced GAF TPO designed for 00 0::"::• advanced protection against •••••• •• heat aging and UV degradation. • 0000 Laminated to a six inch wide strip .. 0000 • half the strip with a self-adhered side ••••: 0000.. and half the strip with a heat-weldable •;•••• •••• •••••• edge;used for edge metal details. •••• . .. •:••.. EverGtwd®TPQQDetAling 24" x 50' Proprietary Unreinforced flashing material Mermbrevie manufactured from GAF TPO. NOA No.: 15-0729.18 MMI-DADE COUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 3 of 27 Test Product Product Dimensions Specification Description EverGuard Extreme®TPO 24" x 50' Proprietary Unreinforced flashing material Detailing Membrane manufactured from GAF TPO 1 designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Flashing Various Proprietary Reinforced flashing membrane Strip manufactured from GAF TPO. EverGuard Extreme® TPO Various Proprietary Reinforced flashing membrane Flashing Strip manufactured from GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Pourable 9"x 6"x 4" oval Proprietary Pourable sealer pocket is molded with Sealer Pocket with 3"base GAF TPO compound to a nominal 70 flange mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard Extreme® TPO 9" x 6"x 4" oval Proprietary Pourable sealer pocket is molded from Pourable Sealer Pocket with 3" base GAF TPO designed for advanced flange protection against heat aging and UV degradation compounded to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard®TPO RTA 6"x 100'roll Proprietary Reinforced GAF TPO membrane with (Roof Transition Anchor) pressure sensitive adhesive primarily Strip' used to secure membrane transitions from the field to vertical surfaces. EverGuard'TPO Split Pipe 1"-2" Proprietary Reinforced GAF TPO membrane split :*foe* Boet;•0• 3"-5" to accommodate most common pipes • ' • 691-811 and conduits. 0000.. EveiC uard Extjpr�OjPO 119-2" Proprietary Reinforced GAF TPO designed for SpUt.Pipe Boot .. .. 351-5" advanced protection against heat . 611-8" aging and UV degradation split to ••••• •• ....00 accommodate most common pipes . 0 :0000: **Go: and conduits. 0000.. •••••• EvjrCjna:d®TPO kgtwe Tube 4" x 4" Proprietary Reinforced GAF TPO with split as Wrap .. ; .00. 4" x 6" design overlap to be wrapped around 000000 "'• 6" x 6" square or rectangular tubing. 0000 NOA No.: 15-0729.18 MLAMMADe courmr Expiration Date: 09/22/20 • Approval Date: 09/10/15 Page 4 of 27 Test Product Product Dimensions Specification Description EverGuard Extreme® TPO 4" x 4" Proprietary Reinforced GAF TPO designed for Square Tube Wrap 4"x 6" advanced protection against heat 6" x 6" aging and UV degradation with split design overlap to be wrapped around square or rectangular tubing. EverGuard®TPO Corner Curb Various Proprietary Corners fabricated from reinforced Wrap GAF TPO. EverGuard Extreme®TPO Various Proprietary Corners fabricated from reinforced Corner Curb Wrap GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Scupper 4"x 65'x 12" Proprietary Scupper manufactured from coated 8"x 10"x 12" metal and unreinforced GAF TPO. EverGuard®TPO T-Joint 100 patches per Proprietary T-Joint patch manufactured from Cover Patch box unreinforced GAF TPO. EverGuard Extreme®TPO 100 patches per Proprietary T-Joint patch manufactured from T-Joint Cover Patch box unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent 2 vents per Proprietary Vent manufactured from reinforced carton GAF TPO membrane and galvanized steel. EverGuard®TPO T-Top Vent 4" or 6" Proprietary Vent manufactured from reinforced GAF TPO membrane and galvanized steel. EverGuard®TPO Walkway Rolls 1/8"x 30" Proprietary Standard duty TPO walkway rolls. Rolls x 50' Evd®TPO Inside 6"x 6"x 5'/4' Proprietary Inside corner manufactured from Corner" .". unreinforced GAF TPO. •••••• EverGuard ExtrCnje®f PO 6"x 6"x 5'/4' Proprietary Inside corner manufactured from Inside Corner """ unreinforced GAF TPO designed for advanced protection against heat ..... . ... ...... • aging and UV degradation. ..... .. . .... ••••% EverCruar�®TPO`�J`niversal various Proprietary Universal corners manufactured from ...... CoWe*q �; GAF TPO that are heat seamable and • designed to accommodate both inside •:•••• •••• .• and outside corners of base and curb . . 0000 flashings manufactured from GAF TPO. NOA No.: 15-0729.18 MIAMtiDADE COUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 5 of 27 Test Product Product Dimensions Specification Description EverGuard Extreme® TPO various Proprietary Universal corners manufactured from Universal Corners GAF TPO designed for advanced protection against heat aging and UV degradation are heat seamable and designed to accommodate both inside and outside corners of base and curb flashings. EverGuard®TPO Vent Boot 1" -6" o.d. Proprietary Vent pipe boot molded from GAF 6 pcs.crtn. TPO and supplied with stainless steel clamping rings. EverGuard Extreme® TPO V -6" o.d. Proprietary Vent pipe boot molded from GAF Vent Boot 6 pcs.crtn. TPO designed for advanced protection against heat aging and UV degradation and supplied with stainless steel clamping rings. EverGuard®TPO Expansion various Proprietary Low profile joint cover manufactured Joint Cover from reinforced GAF TPO. EverGuard®TPO Cut Edge 1 quart squeeze Proprietary Clear solvent based sealant for TPO Sealant tube cut edges. EverGuard®Low VOC Cut 1 quart squeeze Proprietary Low VOC clear solvent based sealant Edge Sealant tube for TPO cut edges. EverGuard®TPO Drain various Proprietary Spun aluminum drain pre-flashed with unreinforced GAF TPO. EverGuard®TPO Seam 1 gallon Proprietary Solvent based seam cleaner. Cleaner EverGuard®TPO Primer I gallon Proprietary Solvent-based VOC compliant TPO primer • . Ev;rjqu�*Loi'V"C TPO 1 gallon Proprietary Low VOC TPO primer Primer •„ EverGuard®TP %gWing 6" Proprietary White butyl cover tape. Seam Tae .. .. ..... . ... . •,�;�� Evei f4diV TPO...P..p}.ten Seam 10' length Proprietary Accessory applied over GAF TPO . Prd%le'.; 'too• 1 '/2"base roofing systems to simulate a standing • "" 1 '/4"vertical rib seam metal roof. • Ev;OV94,*?d1 TPp Standing 10' length Proprietary Accessory applied over GAF TPO .:.... Seam.Unofile : 1 ''/z"base roofing systems to simulate a standing 900000 1 '/4"vertical rib seam metal roof. EverGuard®TPO Fluted 8" diameter Proprietary Flashing for outside corners of base Corner nominal .05" and curb flashing manufactured from non-reinforced non-reinforced GAF TPO. NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 Page 6 of 27 Test Product Product Dimensions Specification Description EverGuard Extreme'TPO 8" diameter Proprietary Flashing for outside corners of base Fluted Corner nominal .05" and curb flashing manufactured from non-reinforced non-reinforced GAF TPO designed for advanced protection against heat aging and UV degradation. TOPCOAT'Membrane 1,5 or 55 ASTM D6083 Water-based elastomeric coating gallons TOPCOAT'TPO Red Primer 1 gallon Proprietary Solvent-based primer for TPO membranes TOPCOAT'FireOuf'Fire 5 or 55 gallons Proprietary Low VOC,water-based fire barrier Barrier Coating coating. TOPCOAT'F1exSeal' 1 or 5 gallons or TAS 139 Solvent-based elastomeric sealant. 1 qt.tube APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuard'T'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"HD Polyiso High density polyisocyanurate foam GAF Insulation insulation EnergyGuard'HD Plus Polyiso High density polyisocyanurate foam GAF Insulation insulation EnergyGuard'Ultra Polyiso Glass-faced polyisocyanurate foam GAF Insulation insulation. EnergyGuard'RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard'RH Polyiso Polyisocyanurate foam insulation GAF Ins4laS1b% •••• • •• EnergyGwd'WH13 Polyiso High density polyisocyanurate foam GAF ••• ... Insu t On: • insulation .' Ener 'Guard'PS P Tyiso Polyisocyanurate foam insulation GAF ..... Insjlat�°fin. :..0 000 00:80 Dei^cI'Roq,�;Ond Gypsum board Georgia Pacific Gypsum LLC :'•••: SECLjROCK'Cjyp%W-Fiber Roof Gypsum board United States Gypsum •s••s• Board •• ••:••• Corporation • • • • 6:0699 SEC•"AbCK'dlass!Iat Roof Glass faced gypsum board United States Gypsum Bo8;0. • Corporation a Structodek'High Density Fiberboard High-density fiberboard Blue Ridge FiberBoard,Inc. Roof Insulation NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 ILIUM • Approval Date: 09/10/15 Page 7 of 27 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'°'#12 Fastener Phillips head,modified #12 x 8" GAF buttress thread,pinch point, max. length, carbon steel fastener for use #3 Phillips in steel or wood decks. head 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, #3 Phillips wood or concrete decks. head. 3. Drill-Tec'AccuTrac® Galvalume®steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017" thick. Tec'fasteners. 4. Drill-Tec'AccuTrac®Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017"thick Tec "fasteners. 5. Drill-Tec'2-3/8 in. Round galvanized steel 2-3/8"round GAF Barbed XHD Plate stress plates for use with Drill-Tec'fasteners. 6. Drill-Tec' 2 in.Double Round galvanized steel 2"round GAF Barbed XHD Plate stress plates for use with Drill-Tec'fasteners. 7. Drill-Tec''Eyehook Round Galvalume®steel 2-3/8" round GAF AccuSeam Plate plate for use with Drill- Tec'fasteners. 8. Drill-Tec'3"Steel Plate Round Galvalume®steel 3" round GAF stress plate with reinforcing ribs and recessed for use with Drill-Tec'fasteners. 9. Drill-Tec"'3"Standard Galvalume®coated steel 3"round GAF Steel Plate stress plate for use with approved Drill-Tec' fasteners. 10. Drill-Tec'3 in.Ribbed Round 4a;v�jO a le:Iaied 0* 3" round GAF Galvalume Plate(Flat) sttgl sftsIpjtt4 Ait$': '. Felnforcing n'bs for use'with Drill-Tec''fasteners. . ... . ... . . . . . . . .. . . . . . .. . . .. . . . . . . .. . ... . .. . NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 • . I "' ' Approval Date: 09/10/15 . . . Page 8 of 27 .. .. . . . .. .. .... . . . ... . . APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) ^ 11. Drill-Tec"'ASAP 3S Drill-Tec"°#12 Fastener See GAF with Drill-Tec'3" Standard Components Steel Plate. 12. Drill-Tec11"RhinoBond® Gold primer coated plate for 3"Round GAF TPO XHD Plate use with TPO membranes. 13. Drill-Tec'RhinoBond® Round,coated Galvalume® 3"Round GAF TPO XHD TreadSafe Plate plate(Gold primer coating) used for TPO membranes. EVIDENCE SUBMITTED: Test Agency/Identifier Name Reyort Date UL LLC 03CA38009 UL 790 01/21/04 08CA37926 UL 790 09/23/09 08CA49140 UL 790 09/23/09 R1306 UL 790 05/22/13 R10689 UL 790 03/14/13 R19254 ASTM D226 09/13/01 Factory Mutual Research Corp. 3139QLAM FM 4470 01/08/98 3020588 FM 4470 03/24/04 3023458 FM 4470 07/18/06 3026964 FM 4470 07/25/07 3029832 FM 4470 05/11/07 3033135 FM 4470 11/24/08 3035658 FM 4470 09/16/09 3038278 FM 4470 11/18/11 3038318 FM 4470 12/10/10 3036980 FM 4470 08/14/09 3040738 FM 4470 11/16/10 3041769 FM 4470 05/26/11 3042905 FM 4470 01/10/12 3045166 FM 4470 07/24/12 3045363 FM 4470 10/12/12 3047636 FM 4470 08/08/13 IRT-ARCON 02-005 TAS 114 01/24/02 •02 098 •� TAS 114 01/24/02 Atlantic&Caribbean Roof Consulting, •. 08-0 R: : :•: TAS 114 01/15/15 LLC .}f-d'-.4RN •• TAS 114 01/26/15 Exterior Research&Design,L.L.C. 01509.03.04-2 TAS 114-J 03/16/04 . ... . ... . . .. . . . . . .. . . .. . ... . .. . NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 Approval Date: 09/10/15 • Page 9 of 27 ... ... ... . .. .. ... ... . . EVIDENCE SUBMITTED: (CONTINUED) Test Aeency/Identifier Name Report Date Trinity-ERD G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D4601 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 PRI Construction Materials GAF-122-02-01 TAS 139 05/07/06 Technologies, LLC GAF-270-02-02 ASTM D226/ASTM D146 08/03/10 GAF-276-02-OIREV ASTM D6083 01/04/11 GAF-306-02-01 ASTM E96 08/23/11 GAF-349-02-01 TAS 110 07/03/12 GAF-369-02-01 ASTM C1289 10/23/12 GAF-411-02-01 ASTM C1289 05/02/13 GAF-412-02-01 ASTM C1289 05/02/13 GAF-417-02-01 ASTM C1289 05/28/13 GAF-421-02-01 ASTM D6878/TAS 131 10/23/13 GAF-422-02-01 ASTM D6878/TAS 131 10/29/13 GAF-424-02-01 ASTM D6878/TAS 131 11/11/13 GAF-425-02-01 ASTM D6878/TAS 131 11/11/13 GAF-434-02-01 TAS 117 09/16/13 GAF-435-02-01 TAS 117(B) 01/29/14 GAF-462-02-01 ASTM D413 11/18/13 GAF-462-02-02 TAS 117(B) 11/18/13 GAF-462-02-09 FM 4470 07/01/14 GAF-462-02-10 FM 4470 07/01/14 GAF-462-02-11 FM 4470 07/01/14 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-508-02-01 Various 03/12/14 GAF-515-02-01 FM 4470 05/13/14 GAF-516-02-01 FM 4470 05/13/14 GAF-516-02-02 FM 4470 06/06/14 GAF-516-02-03 FM 4470 05/13/14 GAF-559-02-01 TAS 117 10/16/14 GAF-559-02-04 ASTM D1876 03/04/15 GAF-559-02-11 TAS 114 10/16/14 GAF-559-02-12 TAS 114 10/16/14 GAF-559-02-13 TAS 114 10/16/14 GAF-559-02-16 TAS 114 10/16/14 GAF-559-02-18 TAS 114 10/16/14 GAF-567-02-01 ASTM D1876 01/23/15 ."GAF-S8Q-Oa�91: ••• ASTM C1289 07/23/15 •••GAt-58 j+j 1;•; ••• ASTM C1289 07/23/15 .. ••• •• • • • .. . ••• . ••. . . . • • • .. . . . . . .. . . .. • • • •• • ••• • •• • NOA No.: 15-0729.18 MIAMI-DARE COUNTY •• • • • ••• Expiration Date: 09/22/20 • Approval Date: 09/10/15 . . • Page 10 of 27 . •. .. . . • •• •• 000 0 0 0 060 0 • APPROVED ASSEMBLIES: Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 15/32"thick plywood attached to structural wood supports spaced maximum 24"o.c.using 8d ring shank nails spaced 6"o.c.at panel edge and intermediate supports. System Type B: Base layer(s)of insulation mechanically attached to roof deck. Top layer of insulation is adhered. Membrane is subsequently fully adhered to top layer of insulation. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- (Optional) Resistant Slip Sheet or TOPCOAT'FireOut'Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'Polyiso Insulation,EnergyGuard'RH Polyiso Insulation, EnergyGuard'Ultra Polyiso Insulation Minimum 2"thick 2,3,4,8,9, 10 1:2 fe Note: Base layer(s)shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' SECUROCK®Gypsum-Fiber Roof Board Minimum 0.25"thick N/A N/A Note: Apply top layer of insulation with GAF 2-Part Roofing Adhesive applied in 2.5"wide ribbons spaced 12"o.c.or with LRF Adhesive M applied in 1"wide ribbons spaced 12"o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment.Insulation listed as base layer only shall be used only as base layer(s)with a layer of approved top layer insulation installed as the final membrane substrate. Membrane: EverGuard®TPO,EverGuard Extreme®TPO,EverGuard®TPO FB Ultra, EverGuard Extreme''PPO FBoUjtrq ijadhVW to the substrate as follows. Broom or roll the top surf%ce ot*ie fi*njb •ISer manufacturer's installation instructions after adhering the mtmhrine'4 tha subsiratepto ensure complete bonding. Membrane side laps are minimum 3.0 in.wide and sealed with minimum 1.5 in. wide heat welds for Oytomatic jn4Qhine welding or with minimum 2.0 in.wide heat welds for hand:wldik . . .. .• • • •• . . • 00 0 000 0 00 NOA No.: 15-0729.18 MIAMMADE COUNTY Expiration Date: 09/22/20 • . I .:. : •:• Approval Date: 09/10/15 • • •.• • • • . • • • • • • Page 11 of 27 • •• •• • • • •• •• Membrane: EverGuard®TPO or EverGuard Extreme®TPO adhered with EverGuard®TPO (Continued) #1121 Bonding Adhesive applied per manufacturer's installation instructions at a total rate of 1.67 gal./sq. One half of the adhesive is applied to the substrate and the other half is applied to the back of the roof cover and sealed with minimum 1.5 in. wide heat welds for automatic machine welding or with minimum 2.0 in.wide heat welds for hand welding.. OR EverGuard®TPO or EverGuard Extreme®TPO adhered with EverGuard®Low VOC TPO Bonding Adhesive applied per manufacturer's installation instructions at a total rate of 0.91 gal./sq. One half of the adhesive is applied to the substrate and the other half is applied to the back of the roof cover and sealed with minimum 1.5 in.wide heat welds for automatic machine welding or with minimum 2.0 in.wide heat welds for hand welding. OR EverGuard®TPO or EverGuard Extreme®TPO adhered with EverGuard®WB 181 Bonding Adhesive applied per manufacturer's installation instructions at a total rate of 0.83 gal./sq. Three quarters of the adhesive is applied to the substrate and one quarter of the adhesive is applied to the back of the roof cover and sealed with minimum 1.5 in.wide heat welds for automatic machine welding or with minimum 2.0 in.wide heat welds for hand welding. OR EverGuard®TPO FB Ultra or EverGuard Extreme®TPO FB Ultra adhered with GAF 2-Part Roofing Adhesive applied in a spatter pattern at 3.751bs./sq. and sealed with minimum 1.5 in.wide heat welds for automatic machine welding or with minimum 2.0 in.wide heat welds for hand welding OR EverGuard®TPO or EverGuard Extreme®TPO adhered with LRF Adhesive M applied in 0.75—1.0 in.wide ribbons spaced 4 in.o.c. for full coverage and sealed with minimum 1.5 in.wide heat welds for automatic machine welding or with minimum 2.0 in.wide heat welds for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT' Membrane. Maximum Design Pressure: -52.5 psf(See Gpe rag"Vign#7: .•• . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . .. . . . . . . .. . ... . .. . NOA No.: 15-0729.18 MMMI•DADECO"' Expiration Date: 09/22/20 �Fj � UNTY •i• i i i i •i� i i Approval Date: 09/10/15 • • • • • • • • • • Page 12 of 27 • .. .. • • • .. .. Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: 19/32" CDX Plywood nailed 6"o.c.at the field of the sheet with#8 ring shank nails and 6"o.c.at the perimeter of the sheet with#8 ring shank nails.Plywood installed over wood rafters spaced 24"o.c. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- (Optional) Resistant Slip Sheet or TOPCOAT'FireOui' Fire Barrier Coating applied per manufacturer's installation instructions. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' SECUROCK®Gypsum-Fiber Roof Board Minimum 1/4"thick 1 &4 1:1.33 ft.' Insulation Note: All Insulation layers shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density. See Roofing Application Standard RAS 117 for fastening details. Membrane: EverGuard®TPO FB Ultra or EverGuard Extreme®TPO FB Ultra is adhered to the SECUROCK®Gypsum-Fiber Roof Board in an approved asphalt applied within the EVT range and at a rate of 20-25 lbs./sq.with a 3"side lap and sealed with a 2" wide heat weld. Broom top surface of membrane to ensure complete bonding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT'TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. .. ... . . . . . .. Maximum Design . .. . . . :Vit ... . Pressure: -82.5 psf. (See Ggjera j%--rn W: iAij#7t ; . ••• • ••• . . 0 . . . • . .. . . . . . ... . . •• • . . • .. . ... . .. . NOA No.: 15-0729.18 MIAMI-DADE COUNTYExpiration Date: 09/22/20 ••• • • ••• • Approval Date: 09/10/15 • . • • • • • • Page 13 of 27 ... •• • 000 • 0 •• •• . . •. ••• 0 . Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 15/32"thick plywood attached to structural wood supports spaced maximum 24"o.c.using 8d ring shank nails spaced 6"o.c.at panel edge and intermediate supports. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to stress plates used to fasten insulation layer. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck"Roof Board, SECUROCK®Gypsum-Fiber Roof Board, SECUROCK' (Optional) Glass-Mat Roof Board,minimum'/4"thick(see insulation note below for preliminary attachment details). OR VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- Resistant Slip Sheet or TOPCOAT®FireOut�Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard'Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, EnergyGuard'RH Polyiso Insulation, EnergyGuard'RN Polyiso Insulation, EnergyGuard"'Ultra Polyiso Insulation,Structodek®High Density Fiberboard Roof Insulation, EnergyGuard'HD Polyiso Insulation,EnergyGuard'HD Plus Polyiso Insulation, EnergyGuard"RH HD Polyiso Insulation Minimum 0.5"thick 2 and 12 or 13 1:2.67 ft' DensDeck®Roof Board,SECUROCK®Gypsum-Fiber Roof Board, SECUROCICI Glass-Mat Roof Board Minimum 0.25"thick 2 and 12 or 13 1:2.67 ft' Insulation Note: Insulation shall have preliminary attachment. Preliminarily attach insulation through the top layer and underlying layer(s),when present,with the RhinoBond®membrane stress plates applied as specified in the membrane section of this roofing system. See Roofing Application Standard RAS 117 for fastening details. .. ... . . . . . .. • .. . . . . ... . • ••• • ••• • • •• • • • • • •• • • NOA No.: 15-0729.18 MIAMI•DADE COUNTY Expiration Date: 09/22/20 .• q • Approval Date: 09/10/15 �•••� �•'•� Page 14 of 27 ••• • • • ••• • • Membrane: EverGuard®TPO,EverGuard Extreme®TPO mechanically fastened using Drill- Tec''#14 Fasteners and Drill-Tec'RhinoBond®TPO XHD Plates or Drill-Tec' RhinoBond®TPO XHD Tread Safe Plates applied at a rate of 12 fasteners per 48 x 96 in.board(2.67 ft'per fastener). The membrane is bonded to stress plates using the RhinoBond®Portable Bonding Tool per manufacturer's installation instructions. Weighted cooling magnets are placed over the bonded membrane/plates for a minimum of 45 seconds.Side laps are minimum 3"wide and sealed with a minimum 1.5"wide heat weld for automatic machine welding or a minimum 2"wide heat weld for hand welding. `Drill-Tec'RhinoBond®TPO XHD Tread Safe Plates shall only be used with a minimum insulation thickness of 2"and require a 5/8"diameter pilot hole when used with gypsum or wood fiber top layer insulation. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT' Membrane. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) . .. . . . . ... . .. ••• •• . . . .• • ••• • ••• • • •• • • • • • •• • • NOA No.: 15-0729.18 MIAMM E COUNTY Expiration Date: 09/22/20 • °°° ° • ° ° ••• • ° Approval Date: 09/10/15 °••: °••� Page 15 of 27 Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 15/32"thick plywood attached to structural wood supports spaced maximum 24"o.c. using 8d ring shank nails spaced 6"o.c.at panel edge supports and 12"o.c. at panel intermediate supports. System Type C(3): All layers of insulation are mechanically attached to roof deck supports. Membrane is subsequently adhered to stress plates used to fasten insulation layer. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck"Roof Board,SECUROCK®Gypsum-Fiber Roof Board,SECUROCK® (Optional) Glass-Mat Roof Board,minimum Y4"thick(see insulation note below for preliminary attachment details). OR VersaShield®Fire-Resistant Roof Deck Protection VersaShield®Solo'Fire- Resistant Slip Sheet or TOPCOAT®FireOuf 'Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, EnergyGuard'RH Polyiso Insulation, EnergyGuard'RN Polyiso Insulation, EnergyGuard'Ultra Polyiso Insulation,Structodek®High Density Fiberboard Roof Insulation, EnergyGuard'HD Polyiso Insulation,EnergyGuard'HD Plus Polyiso Insulation, EnergyGuard'RH HD Polyiso Insulation Minimum 0.5"thick 2 and 12 or 13 See Below DensDeck®Roof Board,SECUROCK®Gypsum-Fiber Roof Board, SECUROCIO Glass-Mat Roof Board Minimum 0.25"thick 2 and 12 or 13 See Below Insulation Note: All insulation shall have preliminary attachment prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.and four fasteners for any insulation board having no dimension greater than 8 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment requirements. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . .. . ... . .. . NOA No.: 15-0729.18 CMIAMI-DMECOMUNTY ... . ... . Expiration Date: 09/22/20 • • Approval Date: 09/10/15 • • • Page 16 of 27 . •• .. . . . •• .. ... . . . ... . . Membrane: EverGuard®TPO,EverGuard Extreme®TPO mechanically fastened using Drill- - Tec'#14 Fasteners and Drill-Tec'RhinoBond®TPO XHD Plates or Drill-Tec' RhinoBond®TPO XHD Tread Safe Plates. Fasteners are driven through the plywood roof deck and into the structural wood supports as described in the fastening details below. The membrane is bonded to stress plates using the RhinoBond®Portable Bonding Tool per manufacturer's installation instructions. Weighted cooling magnets are placed over the bonded membrane/plates for a minimum of 45 seconds. Side laps are minimum 3"wide and sealed with a minimum 1.5"wide heat weld for automatic machine welding or a minimum 2"wide heat weld for hand welding. `Drill-Tec'RhinoBond®TPO XHD Tread Safe Plates shall only be used with a minimum insulation thickness of 2"and require a 5/8"diameter pilot hole when used with gypsum or wood fiber top layer insulation. Fastening#1: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 24 x 36 in.grid. Maximum Design Pressure: -52.5 psf. (See General Limitation#7) Fastening#2: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 24 x 24 in.grid. Maximum Design Pressure. -75 psf. (See General Limitation #7) Fastening#3: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 18 x 24 in.grid. Maximum Design Pressure: -82.5 psf. (See General Limitation#7) Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®'Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. Maximum Design Pressure: See fastening options above. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • •• • • •• • ••• • •• • NOA No.: 15-0729.18 MIAMI•DADE COU ••• • . . . ..• • . Expiration Date: 09/22/20 • ; ; V: ; Approval Date: 09/10/15 :•'•; : ; ;••., Page 17 of 27 .•. • • . .•• . . Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood secured 6 in.o.c.at panel end and intermediate supports to structural lumber joists spaced maximum 24 in. o.c using 8d ring shank nails or wood plank. System Type D(1): All insulation is loose laid with preliminary attachment to roof deck. Membrane is subsequently mechanically fastened through insulation to the wood deck. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- (Optional) Resistant Slip Sheet or TOPCOAT®FireOut"'Fire Barrier Coating applied per manufacturer instructions. One or more layers of any of the following. Base Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, EnergyGuard'RH Polyiso Insulation,EnergyGuard'RN Polyiso Insulation, EnergyGuard'Ultra Polyiso Insulation,EnergyGuarC HD Polyiso Insulation, EnergyGuard'HD Plus Polyiso Insulation,EnergyGuard'RH HD Polyiso Insulation Minimum 0.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' DensDeck®Roof Board,SECUROCKI Gypsum-Fiber Roof Board, SECUROCKI Glass-Mat Roof Board Minimum 1/4"thick N/A N/A Insulation Note: Insulation layer(s)above shall have preliminary attachment prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.and four fasteners for any insulation board having no dimension greater than 8 ft.All Insulation panels shall be mechanically fastened along with the roof membrane as specified below.Please refer to Roofing Application Standard RAS 117 for insulation attachment requirements. Membrane: EverGuard®TPO,EverGuard Extreme®TPO or EverGuard®TPO FB Ultra is mechanically attached with Drill-Tec' #14 Fasteners and Drill-Tec'2-3/8 in. Barbed XHD Barbed Plates,Drill-Tec'2 in.Double Barbed XHD Plates or Drill- Tec'Eyehook AccuSeam Plates spaced 6"o.c.within fastener rows spaced maximum 11 4. o.c; A;min 44 5- wide side laps are sealed with minimum 1%"wide heat%eldt�bt ajtt tteTachi ie welding and with minimum 2"wide welds for hanTwel'd'i$g. '• • • • •• •• • • • • • •• • • •• • ••• • •• • NOA No.: 15-0729.18 MIAMI-DARE COUNTY ••• • • • • •• • • Expiration Date: 09/22/20 • • ; ; •. ;s; ; ; Approval Date: 09/10/15 r•••: : ; ;.•.; Page 18 of 27 Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT'TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. Maximum Design Pressure: -45 psf. (See General Limitation#7) .. . . . . . .. • .. . . . . ... . • . .. ... .. . . . .. . •.• . ... . . . . .. . . . .0 . .. . . • " NOA No.: 15-0729.18 MIAMI-DADE COUNTY Expiration Date: 09/22/20 • ••• ... Approval Date: 09/10/15 . . . . . . : : : : Page 19 of 27 . . . . . .. .. . . • .. •• ... . . . ... . . Membrane Type: Single Ply,TPO Deck Type II: Wood,Insulated Deck Description: "/32" or greater plywood attached to structural wood supports spaced maximum 24" o.c.using 8d common nails spaced 6"o.c.at all panel edges and intermediary supports. System Type D(2): All insulation is loose laid with preliminary attachment to wood deck. Membrane is subsequently mechanically fastened through insulation to the wood deck. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck®Roof Board, SECUROCK®Gypsum-Fiber Roof Board, SECUROCK® (Optional) Glass-Mat Roof Board,minimum '/4"thick(see insulation note below for preliminary attachment details). OR VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- Resistant Slip Sheet or TOPCOAT®FireOut'Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard"Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, EnergyGuard'RH Polyiso Insulation, EnergyGuard'RN Polyiso Insulation, EnergyGuard"Ultra Polyiso Insulation Minimum 1.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft' Dens Deck®Roof Board,SECUROCK®Gypsum-Fiber Roof Board, SECUROCK®Glass-Mat Roof Board Minimum 0.25"thick N/A N/A EnergyGuard'HD Polyiso Insulation,EnergyGuard'HD Plus Polyiso Insulation, EnergyGuard'RH HD Polyiso Insulation Minimum 0.5"thick N/A N/A Insulation Note:All insulation shall have preliminary attachment prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft and four fasteners for any insulation board having no dimension greater than 8 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment requirements. .. ... . . . . . .. • . • . • • • • • .. . . .. . . . . ... . • • . • . . • • .. ... .. . . . .. . •.• • •.• . . . . .. . . . . . .. . . 046 4 .0 NOA No.: 15-0729.18 MIAMMADE COUNTY Expiration Date: 09/22/20 ••• � ••• • • ••• Approval Date: 09/10/15 • . . . • . ••• . Page 20 of 27 . . . . . . . . . .. •• . . . .. •• ... . . . ... . . Membrane: EverGuard®TPO,EverGuard Extreme®TPO or EverGuard*TPO FB Ultra mechanically fastened using Drill-Tec'#14 Fasteners and Drill-Tec'2 in. Double a Barbed XHD Plates,Drill-Tec'n'2-3/8 in.Barbed XHD Plates or Drill-Tec' Eyehook AccuSeam Plates spaced 6"o.c. in rows spaced 55"o.c. The outside • 1.75"of the 5"lap is heat welded and the fasteners are centered within the remaining 3.25"lap area. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . . . . .• . .. .... ..• . . .. . •.. . ..• . . . . . . . .. . . . . . .. . . .. . .. . ... . .. . NOA No.: 15-0729.18 MIAMI-DADE COUNTY • Expiration Date: 09/22/20 • 0 . . Approval Date: 09/10/15 :': : : Page 21 of 27 . .. .. . . . .. .. ... . . . ... . . • Membrane Type: Single Ply,TPO Deck Type 1I: Wood,Insulated • Deck Description: Min. 19/32"thick plywood attached to structural wood supports spaced maximum 24"o.c.using 8d ring shank nails spaced 4"o.c.at panel end and intermediate supports. System Type D(3): All insulation is loose laid with preliminary attachment to roof deck. Membrane is subsequently mechanically fastened through insulation to wood deck. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: DensDeck®Roof Board, SECUROCK®Gypsum-Fiber Roof Board, SECUROCK® (Optional) Glass-Mat Roof Board,minimum VV thick(see insulation note below for preliminary attachment details). OR VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- Resistant Slip Sheet or TOPCOAT®FireOut'Fire Barrier Coating applied per manufacturer's installation instructions. One or more layers of any of the following. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard'Polyiso Insulation,EnergyGuard'RA Polyiso Insulation, EnergyGuard'RH Polyiso Insulation, EnergyGuard'RN Polyiso Insulation, EnergyGuard'Ultra Polyiso Insulation,EnergyGuard'HD Polyiso Insulation, EnergyGuard'HD Plus Polyiso Insulation,EnergyGuard'RH HD Polyiso Insulation Minimum 0.5"thick N/A N/A Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft, Dens Deck®Roof Board,SECUROCK®Gypsum-Fiber Roof Board, SECUROCK®Glass-Mat Roof Board Minimum 0.25"thick N/A N/A Insulation Note: All insulation shall have preliminary attachment prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.and four fasteners for any insulation board having no dimension greater than 8 ft. Please refer to Roofing Application Standard RAS 117 for insulation attachment requirements. Membrane: EverGuard®TPO or EverGuard Extreme®TPO mechanically fastened using Drill- Tec'#14 Fasteners 4ridDriu-Tec';in.Dquble Barbed XHD Plates,Drill-Tec''2- 3/8 in. Barbed AHD Plateg&Drill-TeV '.Eyehook AccuSeam Plates spaced . maximum 8"o.j..in fajs.j*.en.er-. o.*Ws.+sj*.aae..d rhaximum 55"o.c. The minimum 5" wide side laps are sealed with minimum 1.5"wide heat welds for automatic machine welding or r ith minimum 2"welds for hand welding. . . . . . . . .. . . . . . .. . . •• . . . • . • .. . ... . .. . NOA No.: 15-0729.18 MIAMI•DADE COUNTY ••• . • • • 960 . • Expiration Date: 09/22/20Approval Date: 09/10/15 . .. •.. . . . ..• ..: Page 22 of 27 Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT® Membrane. Maximum Design Pressure: -45 psf. (See General Limitation#7) .. ... . . . . . .. . .. . . . . ... . . •.• . ... . . •• • • • • • •• • • 000 0.0 NOA No.: 15-0729.18 MIAM4DADECOUNTY •.• • • • • ••• • • Expiration Date: 09/22/20 • • ; ; � Approval Date: 09/10/15 ' • • • Page 23 of 27 . .. .. . . . .. .. • Membrane Type: Single Ply,TPO Deck Type 1: Wood,Non-Insulated Deck Description: "/32" or greater plywood or wood plank System Type E(1): Anchor sheet mechanically attached to roof deck. Membrane fully adhered. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield"Fire Resistant Roof Deck Protection,VersaShield®Solo'11 Fire- (Optional) Resistant Slip Sheet or TOPCOAT®FireOut7 Fire Barrier Coating applied per manufacturer's installation instructions. Anchor sheet: GAFGLAS"#75 Base Sheet,Tri-Ply®#75 Base Sheet,Ruberoid®20 Smooth or GAFGLAS"Stratavent"Nailable Venting Base Sheet is secured as described below. Fastening Miami-Dade County Approved min. 12 ga.annular ring shank nails and min. 1-5/8 Option#1: in.diameter tin caps are spaced 8 in. o.c. in the min.4 in.wide anchor sheet side laps and 8 in.o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure—45 psf.See General Limitation#7) Fastening Miami-Dade County Approved min. 12 ga.annular ring shank nails and min. 1-5/8 Option#2: in.diameter tin caps are spaced 6 in.o.c. in the min 4 in.wide anchor sheet side laps and 6 in.o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure—52.5 psf.See General Limitation #7) Fastening Drill-Tec'#14 Fasteners and Drill-Tec'3 in. Standard Steel Plates,Drill-Tec" Option#3: AccuTrac"Flat Plates or Drill-Tec'3 in.Ribbed Galvalume Plate(Flat)are spaced 16 in.o.c. in the min.4 in.wide anchor sheet side laps and 16 in.o.c.in the field of the sheet in two staggered rows. (Maximum Design Pressure—52.5 psf.See General Limitation #7) Fastening Drill-Tec'#14 Fasteners and Drill-Tec'3 in. Standard Steel Plates,Drill-Tec' Option#4: AccuTrac"Flat Plates or Drill-Tec'3 in. Ribbed Galvalume Plate(Flat)are spaced 12 in.o.c. in the min 4 in.wide anchor sheet side laps and 12 in.o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure—60 psf.See General Limitation #7) Fastening Drill-Tec'#14 Fasteners and Drill-Tec'3 in. Standard Steel Plates,Drill-Tec' Option#5: AccuTrac"Flat Plates or Drill-Tec'3 in.Ribbed Galvalume Plate(Flat)are spaced 8 in.o.c. in the min.4 in.wide anchor sheet side laps and 8 in.o.c. in the field of the sheet in three staggered rows. (Maximum Desjjn lrehlr4-97JAsf.SeVGeneral Limitation #7) . .. . . . . ••• • • • • • • 00 000. . ... . . .. . . . . . .. . . of •. NOA No.: 15-0729.18 MIAMI-DADE COUNTY ••• • • • • ••• • • Expiration Date: 09/22/20 �FAMUOBVJ— : : : :•: ; ; ; Approval Date: 09/10/15 • :-90:• • • • • • • Page 24 of 27 • • • • •• •• ••• • • • ••• • 0 Membrane: EverGuard®TPO FB Ultra or EverGuard Extreme®TPO FB Ultra adhered to anchor sheet in a full mopping of approved asphalt applied within the EVT range ' and at a rate of 20-40 lbs./sq.with a 3"side lap and sealed with a 2"wide heat weld for automatic machine welding or a minimum 2"wide heat weld for hand welding. Broom top surface of membrane to ensure complete bonding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane applied at 1 to 1.5 gal./sq. 3. TOPCOAT®'TPO Red Primer applied at 0.5 gal./sq.prior to applying TOPCOAT'Membrane. Maximum Design Pressure: See fastening options. see • •• • • • • ••• • as ••• •• • • • •• • ••• • •.. • • •• • • • • • •• • • •• • • • Y • • NOA No.: 15-0729.18 MIAMI•DADE COUNTY ••• • • • • ••. . • Expiration Date: 09/22/20 PPR• D • ; Approval Date: 09/10/15 i i•••i i i i i•••i Page 25 of 27 ••• • • • ••• • • Membrane Type: Single Ply,TPO • Deck Type 1: Wood,Non-Insulated Deck Description: Min. 15/32"thick plywood attached to structural wood supports spaced maximum 4 24"o.c.using 8d ring shank nails spaced 6"o.c.at panel end supports and 12"o.c. along panel intermediate supports. System Type E(2): Membrane adhered to stress plates which are mechanically attached to structural wood supports. All General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire-Resistant Roof Deck Protection,VersaShield®Solo'Fire- (Optional) Resistant Slip Sheet or TOPCOAT®FireOut'Fire Barrier Coating applied per manufacturer instructions. Membrane: EverGuard®TPO or EverGuard Extreme®TPO mechanically fastened using Drill- Tec'#14 Fasteners and Drill-Tec"°RhinoBond®TPO XHD Plates.Fasteners are driven through the plywood roof deck and into the structural wood supports as described in the fastening details below. The roof cover is bonded to stress plates using the RhinoBond®Portable Bonding Tool per manufacturer's installation instructions. Weighted cooling magnets are placed over the bonded membrane/plates for a minimum of 45 seconds. Side laps are minimum 3"wide and sealed with a minimum 1.5"wide heat weld positioned on the outer edge of the lap. Fastening#1: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 24 x 36 in.grid. Maximum Design Pressure: -52.5 psf (See General Limitation #7) Fastening#2: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 24 x 24 in.grid. Maximum Design Pressure: -75 psf. (See General Limitation #7) Fastening#3: Fasteners are driven through the wood deck and into the structural wood supports in a maximum 18 x 24 in.grid. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions.Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard'TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. TOPCOAT®Membrane a�plie4 at 1:o•1.5•galdsg. ••• 3. TOPCOAT'TPO Red Pri6.r appiierl j$.5;gj1!lgq prior to applying TOPCOAT® Membrane. •• 090 •• • • • •• Maximum Design ... Pressure: See fastening options . . ... . . above. • • •• • ••• • •• • NOA No.: 15-0729.18 MIAMMADE COUNTY •.. . . . . ... Expiration Date: 09/22/20 �HNXIAIVI ; ; ; ;.; ; ; 0 Approval Date: 09/10/15 :.0.: ; ; ; :.0.: Page 26 of 27 ••• 0 0 0 ••• 0 0 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials a Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF T1gK A'-C,VF� • . .. . . . . ... . so 0 • . • . . • •• • • • • • •• • • NOA No.: 15-0729.18 MIAMI-DADE COUNTY Expiration Date: 09/22/20 • • • • • Approval Date: 09/10/15 • • • ••• • • Page 27 of 27