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HomeMy WebLinkAbout505 Valencia StBonding Company: Address: CITY OF ,1 SAR 2 7 2018 -krFIRE DEPART Job Address: Marcel ID: &.wilding & Fire Prevention Division PERMIT APPLICATION Application No: [ g' (S 31 Documented Construction Value: $ ' ' 000 GJ Historic District: Yes ❑No� Residential Commercial[]Commercial Type of Work: NewRl Addition❑ A;lt�er"ation ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: �Q�%$G� ,lam:C%iyei�y Plan Review Contact Person: / UZZ667273 Title: eQ-'Ne�_ Phone: 0022- �16Z % Fax: �/6 ;7 3Z_1 / �3� Email: fi-112 1-b Pla-0,1 , &-71 Property Owner Information Name 7d,,L4,4a_ C �'( ��% Phone: 7 Street: �7(J �G�-�.�i�it� .�� Resident of property? : p A w City, State Zip:,,- �L(' r( Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: 1G(--,Z/- L L,0 Street: 4-lfl / /ih&Lfi4i2pZ) City, St, Zip: 0,�D?a'1� 1 �� ��G/����/� �% ZSZ_ � Mortgage Lender: �G` S O Address: ,— c,&d rl, 3 Z7-7� Phone: Fax: E-mail: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE ,OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. �l FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits 1. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, to accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be-chage in compliance with all applicable laws regulating construction and zoning. of Owner/Agent Print Owner Agent's Name JOANN M.JOANSON MY COMMISSION # FF 956284 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriters Date Date Owner/Agent is Personally Known to Me or Produced ID Type of ID F-C— 0 L Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building, Electrical Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: CI" 114VNTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: it 6 - &Lt Ok to construct 40' x 29.68' (1,187 s.f.) garage as shown on plan. Meets area and dimension regulations for SR-1A zoning districts. Accessory building shall be designed to blend aesthetically with the main structure. Accessory buildings or structures of two -hundred (200) square feet or greater shall match the principal building in materials, color and architectural style. Revised: January 1, 2018 rermu /XPP11UdL1 .. C C G C G OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I 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. I 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 perniiffiled' in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I 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 own 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 in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual 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 licenses required by law and by city ordinance. I understand that it is a frequent practice 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 her 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. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed 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 laws may subject me to serious financial risk. Rev. 9.14.2009 n L I agree that, as the party legally and financially responsible for this proposed construction activity, I will n abide by all applicable laws and requirements 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. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed 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 property licensed and the status of the contractor's workers' compensation coverage. y , Property Address: 7 71 I, -::J-&04e5 M , (�l 6-`eb , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Owner -Builder Form of Identification I�/1 (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 Revision City of Sanford Response to Comments 1 Building & Fire Prevention Division A e c s. '° a �° �.,� c;. Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # i f l7✓Submittal Date Zl Pr, eject Address: aJ� V L���� �� <�'�'�� , �z % 7� 1 Contact:ozi Ph:7-- 7��'iG?2z Fax: !_ �( Email: &?O !'J�I��T 5 �Ct Vl d l Trades encompassed in revision: Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: ROUTING INFORMATION Approvals 15r C.-- C& It CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION p �,2 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 18-1532 Date: 05/03/2018 Project Description: New Garage Contact Name: Mike Roberts Jolt Address: 505 Valencia St Contact Email: mroberts(&Iandirr.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. PLAN REVIEW COMMENTS: 1. The plans indicate I -beams will be installed however engineered trusses were submitted for review. Please revise the plans to show the correct truss type that will be installed on the truss layout page (Sheet 4) and the detail on Sheet 5. FBC 107 2. Sheet 5 detail indicates I -beams to be secured to the 2x12 ledger with Simpson LBV hangers. The truss engineering indicates a different connection with the trusses bearing on the ledger. Please revise the structural detail on the plans to comply with the specific trusses that will be installed and provide the proper structural connection. FBC 107 3. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the garage door, swinging door and roofing material. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner -1- City of Sanford Building Department 300 N. Park Ave. Sanford, Florida Attn: Steve Fiory RE: Application Number 18-1532 Dear Sir, Per your request the following has been prepared. 1. 2 Sets of revised drawings that incorporate the changes required per the truss manufacturer. 2. 2 Copies of FPA and installation of A. Garage Door B. Swinging Door C. Roof Material If you have any questions, please feel free to call. 407/461-8007 Thank You Mike Roberts THIS IN MENT PREPARED Name G'c ��__ 2a Address GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER NOTICE OF COMMENCEMENT CLERK'S Tg20180707225) RECORDED 06/20/2018 01:50.*44 PM State of Florida RECORDING FEES $10.00 County of Seminole / RECORDED BY Jet_hpnro �^ Permit Number: / /v{ 3 d- Parcel ID Number: 3, -67 ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: EOL Address: 5 S & (Prn &i f w c: I Z -7 Fee Simple Title Holder (if other than owner) Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to. himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Undpr—penalfibp of perjury, I decl to t best of y knowllee ge and >* Ownefs Signature read the foregoing and that the facts stated in it are true IfaJtiL�3 yet_. Irc-1 3. 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead." � State of Uj= County of yy The foregoing instrumen as acknowledged before me this�day of 201 41 bye Who is personally known to me;K Name of person making statement C OR who has produced identification ❑type of identification produced: k • EF161E6 ns: (ANION M1' COMMISSION I! FF 178 EXPIR[,..Februa n�� ;;" (ionded 7tiru IJ19 otar _ Public Undenvn!ers om.ev,..,a„error,•nia., mom, s e Notary Signature LEGAL DESCRIPTION: Boundary (PARCEL 1) LOT 18, (LESS BEGINNING AT THE SOUTHWEST OF SAID LOT 18, RUN S. 89'08' E. ALONG THE SOUTH LINE OF SAID LOT 18 A DISTANCE OF Survey 16.0 FEET; THENCE RUN N. 07'45'23"E., A DISTANCE OF 143.91 FEET TO THE NORTHWEST CORNER OF SAID LOT 18; THENCE S. 13'58'22" W., A DISTANCE OF 146.70 FEET TO THE POINT OF BEGINNING) AND LOT 19, BLOCK 7, SANTA LANTA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (PARCEL II) A PARCEL OF VACATED RAILROAD RIGHT-OF-WAY SITUATED IN SANFORD, SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 18, BLOCK 7, SAN LANTA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 80, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DUE EAST 16 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE EAST 117 FEET TO A POINT; THENCE S. 00'03'23" E., 39.72 FEET TO A POINT; THENCE S. 89'59'54" W. 121.97 FEET TO A POINT; THENCE N. 07°04'47" E., 40.04 FEET TO THE POINT OF BEGINNING. — _ VALENCIA_ STREET ASPHALT ROADWAY 60' PLATTED RIGHT-OF-WAY END / SET (/ IRON & ROD 8 CAP LB 8121 CUT �-Jo7- L( (Q (- �ov� CI 0 m .P- 0 rr� n'/ f y / 00 M / 0 /ro � / 0 o z jji O O i w (P.O.B.) 51 F PARCELI (LESS -OUT) ( — (P.O.C.) .¢.. PARCEL 2 /S89°08'00"E �( 16.00'(D) �- (P.O.B.) 0 U PARCEL 2 1W N z LL END 518" IRON o ROD & CAP ( / RLS:3784 iiw I a CURVE TABLE - PLAT & MEASURED CURVE LENGTH RADIUS 1 45.03' 130.65' DELTA CHD BRG I CHD DIST 19'44'59" S79'01'24"E 44.81' S89'08'00"E 55.00'(P S89'14'31"E 55.18'(M) 5'CONGWALK . -- ........_ _ .... j FND 1" FND 112 IRON / IRON PIPE ROD & CAP 1.73'S, 0,31'E ..:. i OFFSET 16 V I �".i v v U Q I 0,, I / CL f L zz a'_ ED j � ^ j ;COVERED !! 6.1''' I (.. CONIC w j � Q RESIDENCE Iml .� U f O U I,n 4505 �( w U hI = 0 1 i 8- m I 9- CONIC a € - - I a �i a is #m ❑A/C 0.TON I 221' I ` ` 93' ...—. _ 13.4' I 0 _ 0 G z I �� 0 r I N CONIC SPA 0 U O O A PORTION OF i J J m LOT 18, BLOCK 7 CONIC eN 0 M � PARCIEL 1 LOT19 00 BLOCK 7 U) U) " ( �590°00'00"E 117.00'(D) 1 ion [If67Ri, OSG ..�nnr FORM BOARDS P A R C E L 2 N89'08'00"W 121.98'(D) N89'57'50"W 123.54'(M) �VALENDC RESS505 IA STREET SANFORD, FLORIDA 32771 LEGAL DESCRIPTION: (AS FURNISHED) SEE ABOVE FOR FULL LEGAL. U U I 33 I I -- 0 to END 1/2' IRON ROD & CAP o NO NUMBER I F O z 1"=30' GRAPHIC SCALE 0 15 30 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SUBJECT PROPERTY, BEING N 07'45'23" E, PER DEED PP P L.IS-I' Cf I'::SSI3LE ENCrsOAc HP,+€_Nrs: OWNERSHIP OF'WALL ALONG EAST LINE AND FENCES AT SITE ARE UNKNOWN TO UNDERSIGNED SURVEYOR DLS #: 18-07-0054 LEGEND FLOOD ZONE INFORMATION CLIENT #: 505 VALENCIA (FOR INFORMATIONAL PURPOSES ONLY) FIELD DATE: 07/16/2018 DRAFTER: CMF A/C -Air Conditioner P -Plat PB - Plat Book C - Calculated PC Point of Curvah re SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN APPROVED: BHH Centedine CB - Concrete Block PI -Point of Intersection POB - Point of Beginning FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN, PER F.LR.M. PANEL NUMBER 12117C 0070F CERTIFIED TO: (AS FURNISHED) CM - Concrete Monument POC - Point of Commencement LAST REVISION DATE 09/28/2007 JJvL ROBERTS & NANCY W. ROBERTS CONC - Concrete Pi COV D - Covered - Description - ower o e PRC - Point of Reverse Curvature DE - Drainage Easement PRM - Permanent Reference DUE - Drainage & Utility Esmt Monument DA - Driveway R - Radius NOTES ESMT Easement RAD - Radial f. Ahuuing nroperh s have not been ms arcnen for gaps, wedaps, ondl« FEE - -Finished Floor Elevation R&C - R&Cap RFD - Rocofcf ed 221nwmpliancpwilhF.A.C.61Gi7-6.0031-4-E,Illocationof easements or END IP -Found Iron Pipe UE - Utility' Easement ngntsoaway of rewrd. omen man mole on recoraed plats, is renuired, mia - WM - Water Meter 'nformafion must be Mmished to me surveyor and mapper L -Length (Arc) & - Delta (Central Angle) 3 Fence ownership ts,ot determined M -Measured _ Wood/PVC Fence 4 vo unde,round mp .—oHN or swcwres were located by this survey, N&D - Nail & Disk Link Fence times ometw se pored NR - Non -Radial -Chain S Tn 5 aw,cy should not be used ror wnswd on purposes OH - Overhead Utility Line b n / I t t . or dra nneld mwtiop, (if found) are appr mute ORB - Official Records Book 7. P p dy I'Me, and of mprovementa shown were W,ysrally loraled byr I' y 8. U t found « set are shown Cali -Mated lines and ntprma6- are noted by (C) C omputatlons of lines and or data rot found are shown — (C) tO.Apcumr,esobtaned ntFis survey are gre erman (mral)1 n5000', AIII1+ t sub-m 0 1' In 7500', (wmmeruan 1- 10.000' ,1PH, to survey, information obtained was legal description provided by 1 I pi.br ly pubE.hed—.,Iy tax colleGor site rewrdod pats / Lion wmer mwms f appk,eble .2. If ly digital wrvey wpy is reguretl a survey repod will be placed in FOR ALL INQUIRIES CONTACT: n,,. The dtgnat survey —.1 V and wmplele v4mow the survey upon ne_ Deal Laud Surveying, LLC THIS SURVEY IS PREPARED FOR THE EXCLUSIVE - 804 S French Avenue USE AND BENEFIT OF THE PARTIES LISTED HEREON. Sanford, FL 32771 LIABILITY TO THIRD PARTIES MAY NOT BE 407-879-3796 TRANSFERRED OR ASSIGNED. INFO@dealle.ndsurveylnq.com SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MAUL UNUER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES .AND CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODF DATE OF FIELD WORK: 07/16/2018 �r / DATE SIGNED: 07/17/2018 SURVEYOR'S NAME: BILL H. HYATT LS4636 - ��`"• ----t _ ___. DEAL LAND SURVEYING, LLC LB 8121 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE DATF_ REVISION DATE REVISION 7,131/18 07/17/2018. ABS # B1800566 Bid Notes: Ainerican BuRders Supply 1801 7th St. S.W. Winter Haven, FL 33880 Phone: (863) 294-0611 Fax: (863) 293-1561 Mike & Nancy Roberts 505 Valencia Street, Sanford Model Roberts Residence Product ROOF Contract Proposal Printed:3/13/2018 Page 1 of 1 Price (w/ tax) 4,604.00 CONDITIONS: Please examine this Proposal as we agree to furnish at the price herein specified only the articles named as described herein. Orders in progress cannot be changed or cancelled except at the expense of the purchaser. Our drivers have the authority to reject deliveries if they determine that the jobsite is inaccessible or unsafe. Additional charges will apply for redelivery. Component prices are separated for invoicing purposes only and may not necessarily be used if ordering either portion alone. TRUSS BRACING: **** CAUTION **** The builder, building contractor, licensed erector or erection contractor is advised to obtain and read BCSI-B1 Summary Sheet - Guide for Handling, Installing and Bracing of Metal Connected Wood Trusses from the Wood Truss council of America or Building Component Safety Information BCSI 1 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. It is the responsibility of the contractor to provide all necessary temporary and permanent bracing required. COD TERMS: Truss Engineering will not begin until a Non -Refundable 20% Deposit has been received. The order must be paid in full prior to production. Please confirm delivery at time order is paid in full. ABS will not be responsible for any delays in delivery. BACK CHARGE POLICY: American Builders Supply (ABS) reserves the right to replace or repair trusses as necessary. ABS will not accept back charges without prior written approval. A written estimate of corrective measures must be received and approved by ABS before a credit can be issued. Please pay invoice when due and include any written authorizations or estimates with your payment. MOLD POLICY: ABS must be notified in writing of the presence of mold on our product no later than 48 hours after delivery. ACCEPTANCE OF DELIVERY / DISPOSITION OF FINISHED GOODS: It is in all parties' interest that wood -based structural products be installed and "dried -in" as quickly as possible after manufacture. The size of most trusses dictates that storage will be outdoors, and wood is perishable in the outdoor environment. Finished goods not accepted for delivery will be invoiced 30 days after the requested delivery date. For this purpose, the delivery date is the date delivery was requested at time of production. Production normally begins seven to ten calendar days prior to delivery. Finished goods not accepted for delivery within 90 days after the requested delivery date will, at the sole discretion of American Builders Supply, be deemed unsuitable as a structural product and destroyed, with no credit accruing to the customer upon disposal. ACCEPTANCE OF PROPOSAL: The above price(s), specifications and conditions are hereby accepted. You are authorized to do the work as specified. My PO# is .This proposal is valid for 15 days. Trusses must be delivered within 30 days of date contract is signed; otherwise, price is subject to review. A signed faxed copy from Customer shall be deemed the original. I will call for an available delivery date. Signed (Customer) Date Signed (American Builders Supply) Date For Office Use Only: GD-A.DF G B1800566 IA ISLOPING FLAT 130 Builders Supply, Sanford, Florida 8.130 s Oct 26 2017 MiTek Industries, Inc. Tue Mar 13 09: I D: rw3A14OTgARv9 UzpSYDJ 8fzbOrr-M KI NZ78 M Lcq I B kx9QtF F 1 JzAJ?CaA 5-8-11 11-1-14 16-7-2 22-0-5 27-9-0 5-8-11 5-5-3 5-5-3 5-5-3 5-8-11 13 3x4 11 5-8-11 5-8-11 11-1-14 22-0-5 3x4 = 2.57 V2 5x14 = 6 Scale = 1:50.2 Plate Offsets (X Y)-- [1 Edge 0-2-0] [4 0-3-0 0-3-01 [15 0-2-0 0-0-0] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.77 Vert(LL) -0.51 9-11 >646 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -1.29 9-11 >257 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) -0.01 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Wind(LL) 0.71 9-11 >464 240 Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing W305: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=896/0-2-0 (min. 0-1-8), 17=896/0-2-0 (min. 0-1-8) Max Horz 16=205(LC 8) Max Uplift16=-267(LC 8), 17=-323(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3475/1765, 2-18=-3428/1768, 2-3=-5090/2517, 3-4=-5066/2476, 4-5=-3403/1643, 5-6=-3385/1682 BOT CHORD 12-13=-478/452, 11-12=-2031/3481, 10-11=-2680/5034, 9-10=-2672/5041, 8-9=-2607/5036, 7-8=-249/490 WEBS 1-12=-1494/2926, 2-12=-639/418, 2-11=-721/1550, 3-11=-282/206, 4-8=-1622/867, 5-8=-260/205, 6-8=-1572/3094, 1-16=-995/539, 6-17=-1059/542 NOTES- 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-5-4 to 4-8-3, Exterior(2) 4-8-3 to 27-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 16, 17. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 16 and 323 lb uplift at joint 17. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ■ WINDOW & DOOR MANUFACTURERSASSG�Rr�itC�t� Hallmark® Certificate of A S, INC. W D M A Conformance and License (CCL) Administr3tNT- MsnaWMEnt System-i,We. JELD-WEN INC. MfrID: 419 401 Harbor Isles Boulevard For more Information visit www.amscert.com Klamath Falls, OR 97601 Website: WWW.JELD- WEN.COM TEL: (541) 882-3451 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 419-H-826.17 Custom Clad Double Hung 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1259mm 1936mm H0418.06-301-47-r0 6/13/2017 4/20/2027 1259mm x 1936mm * (50 x 76in) Type-H; DP +35/-40 psf WDMA and AMS HEREBY CERTIFY that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the indicated standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: IA John McFee, VP o, f Certification Programs, IT DVA Hall"107 C By: ?� Rhonda Schott, AWhorized Representative, ,-LkfS ,. Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730,205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com IVD-20 512612016 JGK Friday, September 22, 2017 Page 1 e ;ORNERS 6° O.C. TYP. TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener through the nailfin on all sides with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42) 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. EN I RAME SECTION (TYP) RTICAL SECTION MAX SPACE NAIL FIN INSTALLATION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk between Nailing Flange 4 Wood Opening. Max Frame DP IMPACT 49 3 8 x 76 +35 —40 NO General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing shall be double strength annealed insulating glass. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure and impact performance PROJECT ENGINEER: DATE: 08/01/2017 SCALE: NTS 3737 LAKEPORT BLVD. JTJETL 1 , EN KLAMATH FALLS OR, 97601 PHONE: (800) 535-3936 DRAWN BY: 1HAWKINS (where appllcable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arse indifferentwall condifions. Forlhe complete installation procedure, see the instructions packaged with the CHECKED BY: C.ABBOTT TITLE: Custom Clad Double Hun g APPROVED BY: window or go to www.jeld-wen.com/resourcesfinstallabon. D.STOKES DISCLAIMER: This drawing and its contents are confidential and are not to be PART/PROJECT No.: D004166 reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. IDENTIFIER No. H0418.06-301-4 PLANT NAME AND LOCATION: -RO Bend -OR CAD DWG. No.: CustCLDH Cert REV: ,r H SHEET I'll 4r).tiote http://sstsrv.lowes.com/m2o—b/mediumQuote.jsp?projectld=16... Back to Quote NJWAVING Date: 03/26/2018 Project #: Customer Name: Customer Phone: Customer Address Line Item Frame Size LOWE'S HOME CENTERS, LLC #1657 " 3780 S ORLANDO DR SANFORD, FL 32773-5614 USA (407)430-4060 539212266 MIKE ROBERTS (407)461-8007 505 VALENCIA STREET SANFORD, FL 32771 USA Description: Garage Door SPECIAL ORDER' 'Pedido ospeciui: Product Code Unit Price Quantity Total Price Description )001 Manufacturer: Pella Garage Doors Door Size = 16-ft W x 7-ft Division: Millwork H Product : Doors Type : Garage Installation : Do -It -Yourself Product Category : Residential Doors Door Material : Steel Wind Load Rated Door: Yes Exposure Category : B Elevation : 2 Story House Wind Load Rating: 121 - 130 mph Model : Sutherland 2 Layer Insulated : Yes Backing: Vinyl Panel Design: Long Ranch Panel Door Color: True White Mounting Jambs : Mount to Masonry Actual Width: 16-ft Actual Height: 7-ft Window Option:. None Window Style : None Opener with Door: New Opener Opener Model : None (Purchase New Opener from In Store Stock) Locks: Inside Slide Lock Head Room: 15-in Side Room: 4 1/2-in $1,049.07 1 $1,049.07 1 of 3 03/26/2018 04:02 PM http://sstsrv.1owes.com/m2o_b/mediumQuote.jsp?projectld=16... ig : Torsion Front Mount c Type : Standard 12-in tke : No Time: 30 Days Number: 140502 is recommended that an installation kit be purchased all Do -It -Yourself orders. The image shown on this quote does not reflect a ;cific height or width or window location. It is shown to )ict style features and color only. Please verify all :ions chosen with your Sales Associate. Please ask the es Associate to contact the Pella Garage Door presentative to answer any specific questions regarding )r height or width configurations or window locations. 1415 Percent off all SOS Garage Doors, 03/21/18 to '04/18. Offer Applies to Product Only, Labor Not luded.*** Manufacturer: Pella Garage Doors Size = 16-ft W x 7-ft Division: Millwork Product: Doors Type : Garage Installation : Do -It -Yourself h oe - Product Category : Residential Garage Door Accessories r o Accessory Item : Double Car Door Installation Kit (Models Sutherland 1 & 2 Layer, Onslow 1 & 2 Layer) Actual Width: 16-ft — Actual Height: 7-ft Remake: No Lead Time: 15 Days Item Number: 168268 Salesperson: Accepted by: The image shown on this quote does not reflect a ;cific height or width or window location. It is shown to )ict style features and color only. Please verify all .ions chosen with your Sales Associate. Please ask the es Associate to contact the Pella Garage Door presentative to answer any specific questions regarding )r height or width configurations or window locations. 15 Percent off all SOS Garage Doors, 03/21/18 to '04/18. Offer Applies to Product Only, Labor Not 1-1-1 *** IRIS JACKSON (S 1657IJ 1) $142.04 1 $142.04 Project Total: $1,191.11 Date: 03/26/2018 2 of 3 03/26/2018 04:02 PM T _r ,Quote http://sstsrv.lowes.com/m2o_b/ineditimQuote. j sp?proj ectld=16... Print. Detailed Quote This quote is an estimate only and valid for 30 days on all regularly priced items. For promotional items please refer to the dates listed above. This estimate does not include tax or delivery charges. Estimated arrival will be determined at the time of purchase. All of the above quantities, dimensions, specifications and accessories have been verified and accepted by the customer. 3 of 3 03/26/2018 04:02 PM CORNERS 6" O.C. TYP. TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. Use 248 PFH or larger fasteners through masonry strap with sufficient length to penetrate a minimum of 1 1/2" into the masonry or buck.. For concrete (min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Use 248 PFH or larger fasteners through masonry strap into jamb without penetrating through the jamb into product causing visability or collateral damage to product. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It Is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourGeMnstallabon. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. MASONRY STRAP INSTALLATION 1 1/2" MIN. EMBEDMENT /4" MAX SHIM SPACE 3 3/4" MIN. DISTANCE FROM EDGE 4 2 1 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION MaxFrame ax Frame DP DP IMP4Ci �. IMPACT 49 4-9 3 'e x J6 � x 76 +35/—GO +35 —40 0 NO General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing shall be double strength annealed insulating glass. 4. Use structural or composite shims where required. PROJECT ENGINEER: DATE: 08/01/2017 TE� E� 3737 LALLSOR, BLVD. DRAWN BY: SCALE: J KLAMATH FALLS OR, 97601 1HAWKINS NTS PHONE: (800) 535-3936 CHECKED BY: TITLE: C.ABBOTT APPROVED BY: Custom Clad Double Hung PART/PROJECT No.: D004166 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG, No.: REV: SHEET H0418.06-301-4 -RO Bend -OR CustCLDH Celt e EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation # W6-16-SPO-M449 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: ❑x Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202) ❑ Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) Description of Product: Steel Pan (min. 24 ga.) with Overlay Double Car (9'2" to 16'2" wide) WINDCODE0 W6 Garage Door Design Pressures: +37/-37 Test Pressures: +55.51-55.5 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments GHl lW6, GH12W6, GH13W6, ITR-275, 103555-Rev02 Glazing approved for short -panel lites only per ITR-275D. GH21W6, GH22W6 CRA-061102A SM11W6, SM12W6, SM13W6, ITR-275, 103555-RevO2 Glazing approved for short -panel lites only per ITR-275D. SM21W6, SM22W6 CRA-061102A Laboratory accreditation: Test report is issued by Intertek Testing Services, a Product Testing Laboratory approved by the Florida Building Commission for the testing performed. Installation requirements: Installation requirements per 91372-070 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: Date: Gary Pfuehler, P. E. Florida P. E. No. 49850 G GFLORRIMA pI� UC 7 OpGROMQL� O� O ILE: W6-16-SPO-M449-REv01 MODELS GRAND HARBOR I STONE MANOR CLOPAY GH11, GH12 GH 13, GH21, GH22 IDEAL ISM11, SM12. SM13 SM21, SM22 /14e/B- GHECT u¢a SOREWG :�Pwc`sceEwsn/w4vwc/`s nEEv`.Fs �; C GANENTEw n[ M DECORATIVE OVERLAYS ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESNE 24 G4 MIN. STEEL GALVANIZED SKIN WITH A BAKED -ON PRIMER, AND A WED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, SHIP LAP JOINTS. 1# DENSITY POLYSTYRENE FOAM INSULATION 1-5/16" THICK WITH VINO HNRCELL HACKER (INSULATED OPTION AVNLABLE) -11- 5/9' (TYPJ 1� VLV. SIEFL c-C1uxN¢ 2-1/2" THICK 2" THICK 12 CA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14x5/B" SHEET M 'JlFETAL J SCREWS. C-CHANNEL PER SECTION. SEE NEW '0' 14 GA GALV. STEEL ENO HINGE, EACH FASTENED TO ENO STILES W/(4)) '14x5"0" SHEET METAL SCREWS & 0) T/4 x3/4 SELF TAPPING SCREWS. 1/4" X 3/4' SELF TAPPING SCREW PER STILE. our wNolE oN"A'ro STE OF RA`wC . of t t/Oz/Os °ONEH SIDE a ooDR. uNER. END-�flpl ///--- 02 04/13/OJ E/EO WLON HAUUDU SnIE ' / LOCK E�NN-1 BwcKEf ATTACHED — (>_) I('PT�'/.IAJI�/J I/4'J/4' sEj TN'PING SCREWS WCXX ONE LHR TOP BRACKET pppp DOUBLE HORIZONTAL TRACK DOUBLE TRACK 1 s� LOW HEADROOM OPTION C xAmc pf ppOA BRACKET N DNTNN ° TRACK DOOR KET MDV ANGLE 40UM HEIGHT l OF BRACKETS OF TP1CK CUPS sm) art waw BB" 6 94 9 : 16GA c-cNAxNEL PER SEcitON -D 10-0 112 9 To [—CHANNEL STRAP PER STILE ON EACH SECTION 10- 11-6 1J0 II FRONT —E WITH MOLDEDRFTUNER /LI-1/4' 0 EW (Ao swEm PEA urF3 TRe KONFI( n70h HORIZONTAL DOOR pODR COUNTERBALANCE - 13 CA. GALV. STEEL FLAG BRACKET OR 12 CA GALV. STEEL CONTINUOUS 1-5/8' . 2-3/B" ANGLE. 2* GALV. STEEL TRACK. TRACK THICKNESS:.083' TIP. 2-1/2".12 GA GALV. STEEL TRACK BRACKETS OR CUPS. DISTANCE BETWEEN BRACKETS/CLIPS NOT TO EXCEED 14" O.C. ONE 5/1611-5/B" LAG SCREW PER TRACK BRACKET OR CUP. ,KU: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RFSPONSUGI_TY OF THE fESSIOY OF RECORD FOR THE BULDING OR STRICTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOAGG USTD ON THIS GRAWING. JAMB TO SUPPORTING STRUCTURE ATTACHMENT Iy ALL THE LRA° HID THE DOOR TRAxsrERRED ro m ME cK AND — FROM THE Tw1cx To TxE a6 WIRTCAL 5 (GRADE iz OR TIE1TI'Mi),AM01 No LOAD FROM THE DOOR IG TRAxSFERRED TO THE HmaoxrAL DOP s) �r B FAGTONCRS MAY RE (R ARE NOT GODURRLD TO DE) OOUNTERIDNK TIT DS PROWDE A RH MOUNTING WOOD FRAME BUILDINGS SND WALLS OF EITU WE SHALL BE FTTRCG SOLID Bt T LE55 AM 1 (0) PSIL PRESSURE TREATED M GTRRAUE IN E BETTER) wSTU sN05 TO A STRESS GPADE xOT USG N1 I P51 NOWNAL EXTREME FIBER E55 m ImaKNc (Fo. STUD wNu ro BE mHnxuous FROM foomc To nE euNs. BLOCK WALL OR CONCRE(E sTv (GRADE /a oR ETTR) wp[X TLin w CONCREETEE ANN UD QG vmx REN-CI c - NC —.IN. WMXE FpOTNG ANNp°IExT�O nE eANLEE.wBSB � AE�115 SHALL BE ONT xT, FROM S i0 FOpOxG PER BLOCK WALL OR CONCRETE COLUMN. AND CONCRETE COLUMNS 10 BEEDFSICIEm BY TIE RDING ONCINEER OR MC —CT OF RECORD. E PFFPANAU.N 1 GDOR ONERLAP (vcx sDE)- - ALtm OD sVIN �eR a u� Oro snE RTB YELLOW PINE JAY }' 1N, .STEEL GOM¢E ONO STLE ACV. STE¢ INTER. STLE 12 (G(4 DAY. Y.ST EI XX SCREWI� 1RKX BRACKET. iB GA uEv. Srt¢ C I�5 w I Ix,rR SII �N10P° ON FASTEN. SHEET EMCIK ECTVETYS4)E ESIRICRD OPERATON. GA, V. STEL R—N U"D ) 13 GA. GLLV. STEEL -N BRACNEITS°. 19 /ED TO ERp 5TLE5 EACH BOLT 6°NUT j3)41/E- GET SSE�FEETAPPWG SEACHH PER ND HINGE 0R TWO I/� OIA RIVETS. 2" 10 BALL LONG GiIE STEEL AIXIA wTH STEEL OR xM1ON THE EACH ST_ ATTACHED WITH (3) 1/4" X3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR. ONE SCREW TO -CHANNEL). -13 CA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINO WEATHERSTRIP. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT I TO FOR ATTACxMR- of TRACK Ba.AC GO ASTENERSE STIAMN4Y a D B N E0.TS�IfIB�F LOCEmE LmED eLi.ow ACCOROIN°O TO TNENRORI ((ASCET) FOR E fOLLLOG. E .. N021110N .Mo ' IUPORTANa fAcmR a I. s Es+G;oxc R SPEED ExPOSDRE LEV¢ 1C EW TOOT HEIGHT B] 25' DESIGN ENGINEER: MARK WESTERFIELD, P.E. DESIGN LOADS: +37.0 PSF & -37.0-PSF. FLORIDA P.E. 148495. NC P.E. #23832. TEXAS P.E. #91513 TEST LOADS: +55.5 PS F & -55.5 PSF. (TOO RUDD Q PRODUCT UCT APPROVAL 6216.19 PTC, LLC Date: Report #: PTC Project #: Product Mfg.: Product Name: Product Evaluation Report August 29, 2008 1009 308-0613.24 Bufflen Woodworking P.O. Box 1383 Tacoma, WA 98401 1501, 1518 & 2130 Series Entry Doors Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Scope: This is a Product Evaluation report issued by PTC LLC and EricS. Nielsen,State of Florida — Bufflen Woodworking based upon Rule 9B- 72.070 Method (1) d of commission. Product Approval, Department of Community Affairs — Florida Building Please note that PTC, LLC and Eric S. Nielsen, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing of the product(s) or any other entity involved in the approval process or testing for which this report is being issued. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. Reference Drawing No. BUF0010 prepared by PTC, LC and signed and sealed by Eric S. Nielsen F.E. (FL # 41323) for specific use parameters. . W $ Iva n 6 Eric S. Nielsen, P.E. FL No 41323 August 29, 2008 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone. 321-690-1788 Far 321-690-1789 FBPE Certification of Authorization No. 25935 a Limitatiaas This product has been evaluated and is in compliance with the 2007 Florida Building Code. 1) Product anchors shall be as designated and located as shown on the details and in the calculations. Anchor embedment and edge distance exclude wall finishes including, but not limited to, stucco, foam, brick veneer, sheathing and siding. 2) When installed in locations where windbome debris protection requirements exist, use of an impact protective system is not required. 3) Installation details described, within the drawing set are generic and may not reflect actual conditions for a specific site. If site conditions cause installation to deviate from the. requirements detailed in the drawing set, a Licensed Engineer or Architect shall prepare site specific documents for use with this document. Eric S. Nielsen, P.E. FL No 41323 August 29, 2008 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone: 321-690-1788 Fav 321-690-1789 FBPE Certification of Authorization No. 25935 Supporting Documents A. Drawing a. Drawing No. BUF0010 prepared by PTC, LLC (Florida Board of Professional Engineers Certificate of Authorization Number 25935) signed and sealed by Eric S. Nielsen, P.E. B. Testing a. Testing per test procedure(s) ASTM E330-02 & AAMA/NWDA 101/1.S. 2-97, as performed by Certified Testing Laboratories, Inc, and reported in test reports CTLA 1181 W-1, CTLA 1181 W-5, CTLA 1181 W-6, CTLA 1181 W1-2, CTLA 1181 W 1-3 & CTLA 1181 W-4R , dated 04/06/2004, signed by Ramesh Patel, P.E. C. Calculations a. Product anchorage for tested specimens are shown in reports CTLA 1181 W-1, CTLA 1181 W-5, CTLA 1181 W-6, CTLA 1181 W1-2, CTLA 1181 WI-3 & CTLA 1181 W-4R. Additional product anchor analysis for different substrates at loading conditions as indicated in Report No. 1006, signed and sealed by Eric S. Nielsen, P.E. Eric S. Nielsen, o� P. . FL No 41323 August 29, 2008 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone. 321-690-1788 Fax 321-690-1789 FBPE Certification of Authorization No. 25935 1 S01 AND 191 S GLAZED WOOD DOORIS, 2130 OPAQUE DOOR GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC), REQUIREMENTS, TESTING PROTOCOLS ASTM E330 AND AMMA I NWDA 101 / I.S. 2-97, AND AT THE DESIGN PRESSURES STATED HEREIN. lNSTALLATIONANCHORAGE DETAILS INSTALLATION NOTES: S. DOOR FRAME AND PANEL MATERIAL: WOOD 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 7. GLASS MEETS THE REQUIREMENTS OF ASTM El 300.04 GLASS CHARTS. S. DESIGNATIONS "X" AND'O" STAND FOR THE FOLLOWING: 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED X: OPERABLE PANEL UPON SIGNED AND SEALED TEST REPORTS CTLA 1 181W-1, O: FIXED PANEL # CTLA I I81 W-5, # CTLA 1811 W-6, #CTLA 11 B1 W1-2, # CTLA 1181 W 1.3 AND #CTLA 1811W-4R, AND ASSOCIATED 9. A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN BEEN EVALUATED FOR CONFORMANCE TO THE HEREIN, WIND LOAD DURATION FACTOR (Cd = 1.8) HAS BEEN STANDARDS LISTED IN THE 2007 FLORIDA BUILDING CODE USED FOR WOOD ANCHOR DESIGN. (FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS. 10. DOUBLE DOORS HARDWARE TESTED: 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / ONE (1) SCHLAGE DEADBOLT (P515-089) MASONRY AND 2X FRAMING AS A MAIN WAND FORCE ONE (1) SCHLAGE KEYED LOCK (P515-029) RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ONE (1) ENDURA ALUMINUM Z ASTRAGAL W/ FLUSH BOLT TRANSFERRING APPLIED PRODUCT LOADS TO THE TWO (2) IVES (454) SURFACE MOUNTED LATCH BOLTS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR EIGHT (8) 4' BUTT HINGES ARCHITECT OF RECORD FOR THE PROJECT. SINGLE DOOR S HARDWARE TESTED: 4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ONE (1) KWIKSET DEADBOLT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ONE (1) SCHLAGE KEYED LOCK (P515-029) STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE TWO (2) IVES (454) SURFACE MOUNTED LATCH BOLTS RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF FOUR (4) 4" BUTT HINGES RECORD FOR THE PROJECT. 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ANCHORS ARE TO MATCH TYPE, SIZE, AND EMBEDMENT OF THOSE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 121NCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY, USE 1/4 INCH ITW/TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 6. ALTERNATE CONCRETE / MASONRY / WOOD INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). UNIT TYPE AND DESIGN PRESSURE RATING DOOR SIZE. DESCRIPTION SERIES DOOR POSITIVE DESIGN PRESSURE NEGATIVE DESIGN PRESSURE 3068 3080 FULL UTE DOOR OUTSWING W1 BOLTS 1501 +65.0 PSF -65.0 PSF 3068 3080 FULL LITE DOOR OUTSWING W OUT BOLTS 1501 +55.0 PSF -35.0 PSF 3068 3080 FULL UTE DOOR INSWING W BOLTS 1501 +65.0 PSF -65.0 PSF FULL UTE DOOR INSWING W OUT BOLTS 1501 +35.0 PSF -55.0 PSF 68 60 0 TRUE DIVIDED LITE DOUBLE DOOR OUTSWING W OUT BOLTS 1518 +45.0 PSF -35.0 PSF 6068 6080 TRUE DIVIDED LITE DOUBLE DOOR OUTSWING W BOLTS 1518 +55.0 PSF -50.0 PSF 6068 6080 ITRUE DIVIDED LITE DOUBLE DOOR INSWING W OUT BOLTS 1518 +35.0 PSF -40.0 PSF 6068 60B0 ITRUE DIVIDED LITEDOUBLE DOOR INSWING W BOLTS 1518 +40.0 PSF -40.0 PSF 6068 6080 1 PANEL DOUBLE DOOR OUTSWING W OUT BOLTS 2130 +65.0 PSF -35.0 PSF 6068 6080 PANEL DOUBLE DOOR OUTSWING W1 BOLTS 2130 +65.0 PSF -65.0 PSF PANEL DOUBLE DOOR INSWING W OUT BOLTS 2130 +35.0 PSF -40.0 PSF 6068/6080 PANEL DOUBLE DOOR INSWING W BOLTS 2130 +45.0 PSF -50.0 PSF 12068/1208 FULL UTE DOUBLE DOOR OUTSWING W1 BOLTS 1501 +50.0 PSF -55.0 PSF 12068 12080FULL UTE DOUBLE DOOR OUTSWING W OUT BOLTS 1501 +50.0 PSF -25.0 PSF 1 68 12 FULL LITE DOUBLE DOOR INSWING W BOLTS 1501 +45.0 PSF -45.0 PSF 1 068 1 080 FULL UTE DOUBLE DOOR INSWING W OUT BOLTS 1501 +35.0 PSF -35.0 PSF 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES S D.P. CHART 2 VATIONS 3 ANCHOR LAYOUTS 4 VERTICAL 8 HORIZONTAL SECTIONS r Q coO 6�R D U F W'Mwllf wom - fv WM. - 69 war rom Wf. larr woM . b'o B1 Bl B Bl - 3 ci OPP. C1 C1 C X "ITT eb OPP X wa. 0wT X " HT sro TA2 O —jj AI AZ At A2 A A SINGLE WOOD DOOR DOUBLE WOOD DOOR SINGI F WOOD DOOR W/SIDELITE w $ LL ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR O o m 0 a `g pa t7 wi wrt N91" . eb YK pNT 1�M - rp W.M. Urrl Wpllr . b•0 (J � * N B1 B B B1 B B B1 B1 0 H 0 00Z ern w i 9pyOq 3m Q C1 C C CI z o 3 w°'WWWW ow X 0 " —T C C 0 X 0 ". w.T 0 X X wb. "woo �` O 0 $� —* m vs Q¢ ZO 6 �8 Al A2 A A A/ A2 A q Ai J A2 JAI J A2J-1 s SINGLE WOOD DOOR W/SIDELITE ELEVATION FROM EXTERIOR SINGLE WOOD DOOR W/SIDEUTES DOUBLE W000 DOOR W/SIDELITE ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR N F "rtc wl WOM . b v Yaa W r "ova . rYo n Q-� BI B1 B B B1 Bt B I� u W� a W C1 C C C X X 0 X X 0 "aWT UAA1 a'o ro A7 A2 Al AZ A A2Al J A2 A DOUBLE WOOD DOOR W/SIDEUTE ELEVATION FROM EXTERIOR DOOR W/SIDFLITFS ELEVATION FROM EXTERIOR _ B' MAX.PFROM f� �CORNERS(SYP.) W MAX. FR6U CENTERI 3' CENTS L B' MAX.PFROAI J 8' MAX.PFROM J — CORNERS (TYPJ CORNERS (TYP.) • I T- 21.00' MAX. ".0, MAX. O.C. RYPJ O.C. (TYP.) L— X INSTALLATION L— ANCHOR(TYP.) B.Sw MAX —1 f'—O.C. mP.) ANCHOR LAYOUT SINGLE WOOD DOOR ELEVATION FROM EXTERIOR B' MAX. FROM CENTERLINE (IYP) 3' MAX FROM CENTERLINE(TYP.) F L B' MAX.PFROM _— CORNERS(TYP.) 21.D0' MAX. O.C. (TYP.) I {{{.,,......I MAX.PFROM �{ 1 CORNERS(TYP.) ANCHOR LAYOUT DOUBLE WOOD DOOR ELEVATION FROM EXTERIOR 6' COP INSTALLATIOI ANCHOR(TYF ANCHOR LAYOUT SINGLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR r MAX. FROM CENTERLINE (IYP.) 3' MAX. FROM CENTERLINE (TYP ) B' MAX.PFROM CORNERS (TYP.) INSTALLATION ANCHOR(TYP.) ANCHOR LAYOUT DOUBLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR J WMAX.PFROM CORNERS(TYP.) INSTALLATION ANCHOR(TYP.) al m O c a a a O N cg8 o k m 0 C 2 K H 00' vi ~ i pG�Z pos0�, C, n �o wai�z U. Wy a U. 5 �a OB TWO BY FRAMING BY OTHERS SHEATHING BY OTHERS /12 INsrAI.LAnoN EXTERIOR FINISH ANCHOR SCREW (TYP.) BY OTHERS 1 1/2- MIN. EMBEDMENT SHIM AS REO'0. 1/8� MIN. PERIMETER CAULK SHIM SPACE SHEATHING BY OTHERS B Y OTHERS SIDELITE FRAME EXTERIOR FINISH SIDELITE SASH HY OTHERS SHIM AS REO'D. EXTERIOR /, CAULK J SIDELIGHT PERIMETER BY OTHERS SECTION B WOOD 000RJ/ FULL LITE SHOWN. 18 LITE 4, TRUE DMDED LITE OPTIONAL EXTERIOR EXTERIOR EXTERIOR SIDEUTE SASH FULL LITE SHOWN. 6 PANEL & 18 LATE TRUE DMDED LITE SIDELITE OPTIONAL. FRAME 1 1/2- MIN. 1 1/2* MIN. 1/r MIN. EMBEDMENT 1/8 MIN. EMBEDMENT SHIN SPACE SHIM SPACE SHIM AS REDID. #12 INSTALLATION ANCHOR SCREW (TYP.) SHIN AS REO'D. #12 INSTALLATION WOOD DOOR FRAME ANCHOR SCREW (TYP.) SIDELITE SASH TWO BY FRAMING WOOD DOOR FRAME TWO BY FRAMING BY OTHERS BY OTHERS WOOD DOOR SHEATHING BY OTHERS SHEATHING BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH EXTERIOR SIDELITE BY O HERS p � TWO BY FRAMING CTION C NOTES) PERIMETER BY OTHERS II TMIER EXTERIOR FINISH Ir012INSTALLATION DOOR BY OTHERS SECTION Cl ANCHOR SCREW (TYP.) ly 1 1/2' MIN. r EMBEDMENT • I �1 EXTERIOR FULL LIT SHOWN. 1/1 MIN. 6 PANEL h 18 LITE SHIM SPACE TRUE DIVIDED LATE OPTIONAL, \WOOD DOOR FRAME SIDE IWp00 DOOR SET IN CAULK OR CONCRETE EMBEDMENT INSTALLATION ANCHOR 1/4' OUTSWING CIA. ITW TAPCON A .p THRESHOLD °, c SET IN CAULK OR CONCRETE 1 1/4- MIN. EMBEDMENT INSTALLATION . d IT ANCHOR APC MASONRYC OPENING MASONRY OPPEENINC SECTION A CIA, Rw TAPcpN BY OTHERS ° BY OTHERS OUTSWING DOOR SECTION Al WOOD DOOR 11 O 8 Y 7gg O � m INSWING THRESHOLD 1 1/4* MIN. SET IN UUIX -- � EMBEDMENT OR CONCRETE H n1 25 U CONCRETE OR ° A MASONRY I u OPENING INSTALLATION R BY OTHERS ANCHOR 1/4' w CIA ITW TAPCON INSWING DOOR W SECTION A2 r Florida Building Code Online Page 1 of 2 � "�""fi'�"� r<��� k��r<z .+. R ��-• .r .fit . BCIS Home Log In User Registration Hot Topics Submit Surcharge Y State & Facts µ ` I Product Approval db' r USER: Public User ti ation List> Application Detail Product Aoprov_a_I_Menu > Product or Aoolication Seah. > �P c FL2533-R19 a{4w G+ u FL # Application Type Revision Code Version Approved Application Status Approved Comments Archived Publications FBC Staff i 5CIS Site Map L Product Manufacturer Certain -reed Corporation -Roofing Address/Phone/'Email 20 Moores Road Malvern, PA 19355 (610)893-5400 mark. d.harner@saint-gobain.com Authorized Signature Mark Harner ma rk. d . h amer@saint-g ob a i n. co m Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)651-5847 Mark.D.Hamer@saint-gobain.corn BUILD/� c Quality Assurance Representative $,4T,F Address/Phone/Email Opp OVA � Roofing Category gRTME� Modified Bitumen Roof System Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-5916t UL LLC 03/09/2020 John W_ Knezevich, PE Validation Checklist - Hardcopy Received FL2533 R19 COI 2012 01 COX Nieminen.pdf Standiard Year ASTM D6162 2008 2008 ASTM,D6163 2011 ASTM D6164 2011. ASTM D6222 2009 ASTM D6509 2012 FM 4470 2011 FM.4474 http://vlrww.flozidabuildirig.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv:.. 3/14/201 g Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 0.9/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/19/2017 Date Approved 12/12/2017 tuMmary of Products FL* I Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Roof I Modified Bitumen Roof Systems Systems Limits of Case installation Instructions FL2533 R19 II 2017 09 FINAL Al ER CERTAINTEED MOD Appraded far use in HVHZ: No Approved for use outside HVHZ: Yes R19.Qdf Verified By: Robert Nieminen, PE PE-59166 impact Resistant: N/A design Pressure: +NIA/-635 Created by independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) Evaluation Reports FL2533 R19 AE 2017 09 FINAL EP CERTAINTEED MQDBII The design pressure noted in this application relates to Refer to the ER Appendix for all one specific system. C d by Independent Third Party: Yes systems and max design pressures. Back Next Contac, Us 2601 Blair Stone Road Tallahassee FL 32399 phone, 850-487-1224 The State of Florida s an AP./EEO employer. Convright 2007-2013 State of Florida. ; : Privacy Statem� :: Accessihtlity Statement :: "fun equeg Under Florida law, email addresses are public records. If you do not want your e-mail address released in responsepleaseoapublic contact cords r7.135 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any q Section 455.275(1}, Flortda Statutes, effective October1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparlmgnt.ti ee. However address if they have one. The emails provided may be used for official wish to supply a personal address, communication please provide the Department w th an email address which can email addresses public can be made a aati eto the publicTo sde are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: m,. �5£Ct1t1t1 �S;rT1t1L5' _ p:// ww.floridabuilding.org/pr/pr_app dtl.aspx`?param= wGEVYQwtDgv..: 3/14/2018 APPENDIX 1,: ATTACHMENT RECIl11REM1AENTaFOR WIND -UPLIFT RESISTANCE Type Table Deck Application App New or Reroof (Tear -Off) A-2 1A Wood New, Reroof (Tear -Off) or Recover e 1B Wood New, Reroof (Tear -Off) or Recover C 1C Wood New, Reroof (Tear -Off) or Recover D 1D Wood New, Reroof (Tear -Off) E lE-1 Wood New, Reroof (Tear -Off) or Recover L 1E-2 Wood New or Reroof (Tear -Off) F 1F Wood Steel or Structural Concrete New, Reroof (Tear -Off) or Recover g C 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D 26 tural Concrete Steel or Structural New, Reroof (Tear -Off) or Recover A-1 2C New orReroot(Tear-Off) 3A Concrete New or Reroof (Tear -Off) A-3 3g Concrete New.or Reroof (Tear -Off) F 3G Concrete New or Reroof (Tear -Off) A-1 4A LWIC of (TeaA-2 New or Reror-Off) 4B LWIC New, Reroof (Tear -Off) E 4C LWIC New or Reroof (Tear -Off) A-1 SA CWF New or Reroof (Tear -Off) A-2 SB CWF f n.., -t iu, or Recover C 5C 5_D 6A 6B 6C 6D 7A �B CWF mpw. Reroof Lvvr Reroof (1 Gypsum Reroof C Gypsum Reroof C Gypsum Reroof C Gypsum Various Recover various Recover E_ A_1 A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover Mech. Attached Insulation, Bonded Roof Cover Insulated, Mech. Attached Base Sheet, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet; Bonded Roof Cover Non -insulated, Mech, Attached Base Sheet, Bdnded Roof Cover Non -Insulated, Bonded Roof Cover Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover Mech. Attached insulation, Bonded Roof Cover Insulated, Mech. Attached Base Sheet, Banded Roof Cover Bonded Insulation, Bonded Roof Cover Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover Non -Insulated, Bonded Roof Cover Bonded insulation, Bonded Roof over Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover M Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached insulation, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover -� sulaton Bonded Roof cover E Nan-InSU A_1 Bonded 4 F Non-Insu Mech. Attached Base Sheet, Bonded Roof Cover ion, Bonded Roof Cater Bonded Roof Cover The following flutes a I to the s stems outlined herein: d k shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction 5-6 7 8-9 10-12 13-15 16-17 17 18-20 21-25 26-28 29-36 36 37 40 45 46 47 48-49 50 51 51 5 2-57 57 Load resistance of the 1. The roof system evaluation herein pertains to above -deck roof components doocumentation. roof deck shall be documented through proper codified and/or FBC Approval 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient lenMG 3 in. Galvalume Steel Plate,gth for the following engagements: ii Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (AccutwRh FlintFast Fast 3" insOulat on Plat s. minimum 0.75 inch Plywood penietration for minimum 1-In ch insulation planate, Trufast k embedment. with Trufast 3" Metal insulation Plates or FflntFastft14 FastenerStandard or Steel Deck: ate orA" Round OMG 1112 or##14 Roofgrip with Recessed or Flat 3 atom plate (Acc t aces oMFllntFast t112 or #14 �astene0r with fllntFastl3"ninsul inse Steel ulation Plates. Minimum 0.75-inch steel te, Dekfast #12 or 914 with Hex Ipen tration and Insulation Plate, Trufast DP or HD with Trufast of FIB fast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners lnstaited y Structural Concrete: OMG #14 Roofgrip with Recessed 't Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3 Round engage the top flute of the steel deck. Insulation Plate, Trufast HD or CF with Ttu With a pilot hole in accordance with the fastener manufacturers published Installation instructions. Evaluation Report 3520.03.04-R20 for.F12533-R19 Revision 20: 09/14/2017 Exterior Research and Design, LLC. d/b/a Trinity) ERD 6fl' EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 1 of 57 Certificate of Authorization #9503 CertainTeed Flintlasti& Modified Bitumen Roof Systems; (610) 651-5$47 Prepared by: Robert Nieminen, PE-59166 TRINITYER© 3. Unless otherwise noted, insulation may be any one layer or combination of polylsocyanwrate, polystyrene, wood fiberboard, periite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requlrements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. d roof cover), um 2D0 sl, minimum 2-inch thick lightweight insulating concrete may n substituted forasinstalled e l oiled beneath concrete deck. TheInsulation uctu al deckfor shail be of equal or greaterconfigurationiy attached base sheet, to the steel and concrrete deck 4. Minim p whereby the base sheet.5crews and plates are Installed through the LWIC to engage the structural C requirements to the satisfaction of the Authority Having Jurisdiction: Load resistance of the roof deck shall be documented through proper listings. Roof decks and structural members shall he in accordance with FB codified and/or FBC Approval documentation. 5, Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2,10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, Insulation adhesive application rates are as Full coverage Ribbon or be d w dth is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: square y Hot asphalt (HA): Continuous 0.75 inch wide ribbon"s, 12-Inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. ➢ Ashland Pliodeck (A•PD): ➢ Dow INSTA-STIK Quik Set Insulation Adhesive (D IS): Continuous 6.25 to 1 inch wide ribbons, s,12-Ih o.c. y Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 inch wide ribbons, 12-Inch o.c, ➢ Millennium {'G-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-Inch wide ribbons,l2. inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (013500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or 5potshot) ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-Inch wide ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or caverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer. to -layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. te at lowing ckness tations may mum 7, Unless otherwise noted, all Insulations are flat -stock he taper es be used to 'increase' the MDP listings in the he tables; ered s rather IfaMDP. lisltinglbe ow elets or elxceeds that listed of r substituted part cularth the following system In he tables, then Design Pressure (MDP) limitations. In no case shall these values h the thinner board listed below may be used as a drop -in for the equiv IDP t thicker material psf er(aM",t1d01 inc ;table: D Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105 S psf (Min. 1.0-inch) ➢ Ashland Pliodeck (A-PD) @ 6-Inch o.c. y Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): MDP -120.0 psf (Min. 1.0-inch) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-Inch) ➢ Millennium -157.5 psf (Min. 1.0-Inch) lennium PG-1 Pump Grade Adhesive (M-PG1): MDP -45,0 psf (Min. 0.5-inch Multi -Max FA3) ➢ OMG OlyBond 500 (06500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) )> OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) ➢ OMG OlyBond 500 (OBS00): y OMG OlyBond 500 (06500): MDP -487.5 psi (Min. 0.5-Inch ACFoam II) MDP 117.5 psf (Min. 1.0 inch) ➢ ICP Adhesives CR-20: 8, Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. l meet or d I ne I ressure determined in 9. For mechanically attached components or partially bonded insulation, the maximum desig1epdrueure for t professional sale eo resernbist leselelvated pressure criteria., Commonly used me h ds are ANSI/SPRI accordance with FIM Loss Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a: qualified g p Prevention Data Sheet'1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carrythe limitations set forth in Section 2.2.iD.1 of FM Loss Prevention Data Sheet (January 2016 or Zone 2/3 enhancements. nts fully banded in place, the maximum design pressure for tine selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter lfi, and no 10. For assemblies with all compone rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance, A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with AN51/SPRI FX-1 or Testing Application Standard TAS 105. Evaluation Report3520.03.04-R20 forFL2533-R19 Exterior Research and Design, LLG. d/b/a Trinity(ERD Revision.20: 09/14J2017 Certificate of Authorization #t9503 e' EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 2 of 57 Prepared by: Robert Nieminen, pE-59166 CertainTeed Fllntlast'10 Modified Bitumen Roof Systems; (610) 651-SB47 r TI lNIT Y ' ERD he Authorit Having Jurisdiction, as documented through field uplift testing in accordance with (fo 12. For existing(fores on its substrates in a bonded recover or re-roof.installation, the existing roof surfac merit ti the of deck sh lI bt examined fv r compatibility and bond performance with the selected adhesive; and the existing roof system r recover) shall Loss Preventionble of sData Shng eet 1-52 orrTesting Application Standard TAS 124. ject design pressu ANSI/SPRI IA-1, ASTM E907, - 13. For Concrete Deck or Recover Applications using System Type D, the insulation Is optional. LWC specific LWC is not referenced, the minimum design mix shall be 300 p51. In all cases, the minimum top -coat thickness is 2-Inches: i t Insulating Concrete (LWC) shall be cast In accordance with FBC Section here 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC Is referenced, refer to current. 14. Product Product Approval for specific deck construction and lihiltations. For systems P For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1 II tfons 15. Unless otherwise noted, refer to the following references for bDndedCERTAINTEED FLINTLASI MODIFIED BITtiNIEN COMPONENTS &APPLICATION METHODS Reference BP -AA (Base and Piy sheets, Asphalt -Applied) BP-AA2 (Base, Spot -Asphalt -Applied) BP-AA3 (Base, Spot-Asphalt-Applled) BP-AA4 (Rase, Strlp-Asphalt-Applied) BP-CA2 q aterial lasbase; All Weat_ her/Emp ne or more Fllntglas Ply 4;osemite Venting Base Base Yosemite venting Base Base Yosemite Venting Base Base; Flexiglas Base; Flintlastic Base 20 Premium Ply 6 Base/Ply Glasbase;'All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Base/Ply I Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 BP-CA3 Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra poly SMS Base Flintlastic Ultra Poly SMS Base Ply One or more Flintlastic Base 20; Fiintlastic Poly SMS Base; Flintlastic FR Cap 3D; Flintlastic FR Cap 30 CooiStar; Flintlastic FR Dual SBS-AA Cap Flintlastic Cap 3D; Flintlastic Cap 30 Cooistar; FIInhlasticFR-P Coo Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; (SRS, Asphalt-Applled) Cap; Fiintlastic-FR-P; .lStar; Flintlastic GMS; Flintlastic GMS CoolStar Base Fiintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Base ply cures overnight, prior to application of the ply or cap ply. SBS-CA1 Note: Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base FR Dual Cap; FIIntlastie.FR-P; Flintlastic FR-P CoolStar; (505, Cold -Applied) Cap ; FlinD Coolstar; Filntdastie Flintlastic FR Cap 30tlastic FR Cap 3 FR P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Flintlastic Premium FR P- Flintlastic Premium 20; Flintlastic'Poly SMS Base; Fllitlasti€Ultra Poly SMS Base Base Ply Flintlastic Base Flintlastic Base Z0; Flintlastic poly SMS Base; Flintlastic Ultra Poly SMS easBasec FR Cap 30 CoolStar; Flintlastic FR Dual Flintlastic FR Cap 0 56S-CA2 Cap Flintlastic Cap 30; Flintlastic Cap 30 Cool5tar; FR-P; Fiintlastic FR-P CDOIStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; ISB5, Cold -Applied) Cap; Flintlastic Flintlastic GMS; Flintlastic GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinityl ERD 6r" EDITION (2017) FBC NON-HVNZ EVALUATION Certificate of Authorization #9503 certainTeed Flintlastic' Modified Bitumen Roof Systems; (610) 65Y5847 Prepared by: Robert Nieminen, PEr59166 Hot asphalt at 20-40 Ibs/square Hot asphalt in 24-1116diameter spots in 30- Inch grid pattern Hot asphalt in 9-inch diameter spots1n grid pattern noted herein: Hot asphalt in 9-inch wide ribbons spaced as noted hereln.. Hehry#903 Adhesive at 1.5 gal/square Millennium Hurricane Force Membrane. Adhesive, beads spaced 6-inch O.C. Hot asphalt at 20-40 Ibs/square FlintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Henry#903 Adhesive at 1.5 gal/square. Evaluation Report 3520.03.04-R20 for FL2533-R1*3 Revision 20; 09/14/2017 Appendix 1, Page 3 of.57 CERTAINTEED FLiNTLASTIC" MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) Layer Base Reference SBS-CA3 Ism' Cold -Applied) Material Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base; Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; FNiatlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P', Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Ply Cap SBS-TA (SBS, Torch -Applied) Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FlintClad Ply Cap APP-TA (APP,T rch-Applied) One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Pius Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA FR; Flintlastic GTA-FR CoolStar Base Cap SBS-SA-H Black Diamond Base Sheet; Flintlastic- Ultra Glass SA Base/Ply (SBS, Self -Adhering, Hybrid Systerns) SBS-SA (sBs;Self-Adhering) Base FlintlasticSAPlyBase FllntlasticSA Mid Ply . Flintlastic SA PlyBase; Flintlastic SA Mid Ply I Flirtlastic SA Cap; Flintlastie SA Cap coolStar;-Flintlastic SA Cap FR; FIintlasticSA Cap FR Coolstar ply CaD 1 it ✓lx TRINITY' ER© Millennium Hurricane Force Membrane Adhesive, beads spaced 6-Inch D.C. Torch -Applied Torch-Apllled Self -Adhering Self -Adhering 16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Evaluation Report 3520.03.04-1`t20 for FL2533-R19 Exterior Research and Design, LLC. d/b/a TrinitylERD Revision 20:09/14/2017 Certificate of Authorization #9503 67H EDITION Modified fBC Lumen Roof EVALUATION Appendix 1, Page 4 of 57 Prepared by: Robert Nleminen, PE-59166 tertainTeed Flintlastic Modified Bitumen Roof Systems; (610) 653-5847 Sys. Deck No. I (Note 1) Type SEu,-ApHERING SYSTEMS: Glasbase, All Min. 19/32- Weather Empire, inch Flexiglas Base, W-1 plywood at FllntlasticBase 20; max. 24- poly SMS; Ultra PON inch spans SMS; Yosemite Min, 19/32- Glasbase, All inch Weather Empire, W-2 plywood at Flexiglas Base, Poly max. 24- SMS or Ultra Poly Inch spans SMS Min. 19/32- inch Yosemite Venting W-3 plywood at Base Sheet max. 24- inchspans TABLE !A-, WOOD DECKS= NEW'CONSTRUCTION OR RtKUUr t I enn-urri SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED iNSULATION BONDED ROOF COVER Anchor Sheet Base lnsul Fasteners Attach Type insulation 32 ga., 1-5/8- 9-inch o.c. in 4-Inch Mln. 1.5-Inch inch dia. tin lap and 12-inr-h O.C. ACFoam 11, caps with 11 ga. In two (2), equally FlintBoard ISO, annularring spaced, staggered ENRGY-3, H-Shield shank nails center rows or Multi -Max FA3 32 ga., 1-5/8- 8-inch o.c. in 3-inch Min. 1.5-inch Inch dia. tin lap and 8-inch a-c. ACFoam 11, caps with 11 ga. in three (3), equally FlintBoard ISO, annular ring spaced, staggered ENRGY-3, H-Shleld shank nails center rows or Multi -Max FA3 32 ga., 1-5/8- 8-Inch o.c. in 3-inch Min.1.5-inch inch dia. tin lap and 8-inch o.c. ACFoam 11, caps With 11 ga, in three (3), equally FlintBoard ISO, annular ring spaced, staggered ENRGY-3, H-Shleld shank nails center rows or Multi -Max FA3 Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8-inch o:c. in 3-inch lap and 8-inch O.C. (Optional) Min. 1.5-inch ACFoam huh Weather Empire, Flexiglas Base, Poly inch dia, tin caps with 11 ga. In three (3), equally II, FlintBoard ISO, W4 I wood at plywood max. 24- SMS or Ultra Poly annular ring spaced, staggered ENRGY-31 H-Shleld or Multi -Max FA3 Inch spans SMS shank nails center rows Min. 19/32- 32 ga., 1-5/8- tin 8-inch o.c, In 3-Inch lap and 8-inch o.c, (Optional) Min. 1.5-inch ACFoam Inch Yosemite Venting inch dia. caps with 11 ga: In three (3), equally fl, FlintBoard ISO, W-5 plywood at Base Sheet annular ring spaced, staggered ENRGY-3, H-Shield max. 24- shank nails center rows or Multi -Max FA3 Inch spans HYBRID SYSTEMS: Glasbase, All Min. 19/32- 32 ga., 1-5/8- Weather Empire, Inch inch dia. tin Flexiglas Base, W-6 plywood at Flintiastic Base 20; caps with 11 ga, max. 24 Poly Poly SMS; annular ring shank nails inch spans mite SMS; Yosemite Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization I19503 Prepared by: Robert Nieminen,PE-59166 9-inch o.c. in 4-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows Min.1.5-inch ACFoam Ii, FlintBoard ISO, ENRGY-3, H-Shleld or Muitl-Max FA3 TRINITY I ERD 5 .'. r Top Insulation Roof Cov�(Note14) MDP AttachTypeAttachBase Cap (psi Min. 0.25-Inch Dens Deck (Optional) HA primed with HA SBS-SA SBS-SA SBS=SA 4S.f)* FlintPrime or FlIntPrime SA HA full HA full Min. 0.25-inch coverage or coverage or Dens Deck 08500, M- OB500, M (optional) SBS-SA -52.5 primed with OSFA, A-PD, FlOSFA, A P0, D- SBS-SA SBS-SA intPrime or 15 or CR-20, 6- D-IS or CR-20, FlintPrime SA 4-inch o.c. Inch D.C. Min, 0.25-inch Dens Deck (Optional) HA primed with HA SBS-SA SBS-SA 585-SA 52.5 FlintPrime or FlintPrime SA HA full Min, 0.25-inch HA full SECUROCK coverage or coverage or Gypsum -Fiber OB5'00, M- Roof Board 0850D, M- (Optional) SBS-SA -fi0.0 SBS-SA SBS-SA OSFA, A-PD, primed with OSFA, A-PD, D- D-IS or CR-2o, FIIntPrlme or IS or CR-20, 6- 4-Inch o.c. inch o.c. FlintPrime SA Min. 0.25-inch SECUROCK Gypsum -Fiber (Optional) SBS-SA -60.0 HA Roof Board. HA SBS-SA SBS-SA primed with FlintPrime or FlintPrime SA (Optional) SBS-AA, SBS-SA-H BP -AA, SBS- SBS-TA -45.01 HA None N/A AA,SBS-TA orAPP- orAPP-TA TA Evaluation Report 3520.03:04-112u for rLts�s-rci7 Revision 20, 09/14/2017 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 5 of 57 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651=5947 r, Evaluation Report 3520.03:04-112u for rLts�s-rci7 Revision 20, 09/14/2017 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 5 of 57 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651=5947 r, r � I T RINITY ERD DECKS —NEW CONSTRUCTION oe REROOF (YEAH -OFF) TABLE 1A: WOOD TACKED ARIGFIORSHEET� f30NDED INSU�TIOT p O uD an OOF COVER Roof Cover (Note 14) MDP SYSTEM TYPE A 2: MECHANICALLY Ai (psi)_ Base Insulation Attach Base Ply cap Sys. Deck Anchor Sheet Attach Attach Tie --------- Type (Optional) SBS-AA, No. (Note 1) Type Fasheners 3Z 1-SJ8- 8-inch o.c. In3 Inch Min. 1.5-Inch gp-AA, SBS SBS-TA -60.0 Min. 19/32- Glasbase; Flintgias ga., Inch dia. tin lap and 8-Inch o.c. equallV ACFoam II, HA FlintBoard ISO, None N/A SBS-SA-H AA, SBS-TA nr APP TA or APP TA Inch W-7 plywood at Premium Ply G; caps with 11 ga. in three (3), spaced, staggered ENRGY 3, H-Shield max. 24- Yosemite annular ring shank nails center rows or Multi -Max FA3 inch CONVENTIONAL SYSTEMS: Glasbase, All 32 1-S/8- 9-inch OX, in 4-inch Min. 1.5-inch Min.0.25-inch Dens Deck BP -AA, 5BS-AA, (Optional) BP -AA, SBS- SBS-AA `SBS-TA -45.0* mill. 19/32- yyeather Empbre' ga., inch dia. tin lap and 12-inch o.c. ACFoam 11, ISO, HA p rimed with HA 5BS-TA or AA; SBS-TA or ApP- TA inciT Flexlglas Base, caps with 11 ga. in two (2), equally FlintBoard ENRGYti- FlintPrime (ASTM APP TA or APP-TA W-g plywood at Flintlastic Base 20; annular ring spaced, staggered aShield or Multi -Max FA3 D41) primer max. 24- Poly SMS; Ultra Poly shank nails center rows HA Full Inch spans SMS; Yosemite 8-Inch o.c. in 3-Inch HA full Min. 1.5 inch coverage or MIn.0.Z5-inch pens Deck coverage or BP -AA, SBS-AA, (Optional) BP-ti+, 565- SBS-AA, SBS-TA Min. 19/32- Glasbase, All 32 ga., 1-5/8- inch dia. tin lap and 8-inch o.c. ACFoam 16 , M- ORS00, M primed with prim OBS� M_ OSFA, A-PD, D- 5BS-TA or AA, 5BS-TA or APP- inch Weather Empire, Base, Poly caps with 11 ga• inthree e uall FlintBoard ISO, 05FA, ENRGY-3, H-Shield CR-20, rime (ASTM IS or CR-20, 6- APP-TA or APP-TA TA y,�_9 plywood at Flexiglas SMS or Ultra Poly annular ring P aced, staggeredy DAS or or Multi -Max FA3 4-inch o.c. D41) primer inch o.c. max. 24- inch spans SMS shank nails center rows Min.0.25-Inch BP -AA, (Optional) SBS AA, 32 1-5/8- 8-Inch o.c. in 3-inch Min. 1.5-inch Dens Deck SBS-AA, BP -AA, 585 SBS TA ,52.5 MIn.19/32- ga., inch dla. tin lap and 8-inch o.c. ACFoam II,. HA rimed with pFllritPrirne HA SBS TA or AA, SBS-TA or APP inch Yosemite Venting caps with 11 ga, in three (3), equally Flinteoard I50, ENRGY 3, H Shield (ASTM APP TA or APP-TA TA W-10 plywood at Base Sheet annular ring spaced, staggered or Multi -Max FA3 D41) primer max. 24- shank nails center rows HA Fuil I�p full gp_AA (Optional) SBS-AA, inch spans 1-5 8 32 / 8-inch o.c, in 3-Inch (Optional) Min, coverage or Min. 0.25-Inch coverage or OB500, S85-AA, BP -AA, 5BS- 5BS-TA -50.0 Min. 19/32- Glasbase, All Weather Empire, ga., Inchtin lap and 8-inch o.c. equably OB500, M 1.5 Inch ACFoam OSFA, A PD, II, FlintBoard ISO, SECUROCK Gypsum Fiber OSFA, A•PD, D- 565-TA or AA, SBS-TA or APP-TA or APP TA Inch wood at W-11 plywood Flexlglas Base, Poly caps with 11 ga. In three (t, spaced, staggered ENRGY-3, H Shleid D_IS or CR-20, Roof ROard IS or CR 20, 6- APP-TA max, 24- SMS or Ultra Poly annular ring shank nails p center rows or Multi -Max FA3 4-Inch o.c. Inch O.C. (Optional) SBS-AA, Inch spans SM5 _— 1- -- 32 1-SJS- 8-inch o.c, in 3-Inch (Optional) Min. Min. 0.25 inch BP -AA, SBS-AA, BP -AA, SBS- SBS-TA -60:0 Min. 19/32- ga., ga., Inch dia. tin lap and 8-inch O.C. 1.5-Inch ACFoam HA II, FlintBoard ISO, SECUROCK Gypsum -Fiber VIA SBS-TA or AA, SBS-TA or APP- TA Inch y/_12 plywood at Yosemite Ventingequally caps with 11 ga. in three Ni(3); q V staggered ENRGY-3; H-Shield Roof Board APP-TA or APP-TA max. 24- Base Sheet annular ring shank naffs spaced, center rows or Multi -Max FA3 inch spans Evaluation Report3520.03.04-R20 for F1.2533-1119 Revislon 20: 09/14/2017 Exterior Research and Design, I.I.C. d/bJa Trinity)ERD 6T"EDITION (2017) FBC NDN-HVHZ EVALUATION- Roof Systems; (610) 651-5847 Appendix 1, Page 6 of 57 Certificate of Authorization 49503 CertainTeed Flintlastic° Modified Bitumen Prepared by: Robert Nleininen, PE-59166 a System Deck No. (Note 1) HYBRID SYSTEMS: _ MIn.15/32-Inch exterior grade W-13 plywood at max. 24- inch spans CONY ENSIONAL SYSTEMS: Min. 23/32-Inch exterior grade W-14 plywood at max. 24- inch spans Min. 23/32-Inch W-15 exterior grade plywood at max. 24- inch spans MIn,15/32-Inch exterior grade W-16 plywood at max. 24- Inchsnans s` TRINITYERD TABLE 1B: WOOD DECKS -NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SVSTEMTYPE"B; MECI-1AiViCALi:YATTACHED BASE INSULATION, BONDED TOP INSUI.ATIOfV; BONDED ROOF COVER Base lnsuiatlon Layer Top Insulation Layer Roof cover (Note 14) Type Fasteners Attach Type Attach Base Ply �1 Min.1.5-Inch ACFoam FlintFast #12 or Min,1,5-inch ACFoam 11, HA, D-1S, M 11, FIIntBoard ISO, 11- #14 with 1 per2 .33 FlintBoard 150, H-Shield or OSFA, M-PG1 SBS-SA-H (Optional) APP-TA APP lA Shield orFllntBoard FlintFast 3" ft FlintBoard ISO"- orOBS00 ISOa. Insulation Plates Min.1.5-Inch ACFoam 11, FlintBoard 150, Note 2 ENRGY 3, H-Shield Min. 1.5-Inch ACFoam II, FlintBoard ISO, Note 2 ENRGY 3, H-Shield Min, 1,5-Inch ACFoam FlintFast #12 or II, FlintBoard ISO, H- #14 with Shield or FlintBoard Flintrast 3" ISOF,. Insulation Plates Min.0.5-Inch Structodek High Density fiberboard 1 per 2ft' Roof Insulation, min. 0.75- HA inch FescoBoard (homogeneous) Min. 0,25-inch SECUROCK Gypsum -Fiber Roof Board, HA 1 per 2 fe Dens Deck or Dens Deck Prime Optional additional layer(s) HA, D-IS;.M- 1 per 1.33 of base insulation followed OSFA, M-PG1 ft? by Min. 0.25-inch SECUROCK or OB500 Gvosum-Fiber Roof board Exterior Research and Design, LLC. d1b/a TrinityIERD 6r"EDITION (2017) FBC NON-HVHZ EVALUATION Certificate of Authorization 0503 Prepared by: Robert Nieminen, PE-59166 CertalnTeed Flintlastfc* Modified Bitumen Roof Systems; (610) 651=S847 BP -AA or (Optional) BP -AA, I SBS-AA, SBS- SBS-AA, SBS TA or SBS-AA TA or APP-TA APR -TA BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS= AA,.SBS-TA SBS-AA, SBS-TA or TA or APP TA or APP-TA APP-TA APP-TA (Optional) APP-TA APP-TA MDP (psO -67.5 -45.0* -2t5.0* -90.0 Evaluation'Report3520.03.04-R20 for FL2533-R19 Revision 20: 09114/2017 Appendix 1, Page 7 of 57 TABLE 1C; WOOD DECKS —NEW CONSTRUCTION, REROOF (Tr AR -OFF) oR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION) BONDED ROOF COVER Top insulation Layer System Deck Base Insulation Layer Type Fasteners Attach No, (Note 1) SELF -ADHERING SVSTEMSF Min.15/32-Inch (optional) One or more W-17 plywood at max. 24- layers, any combination, inch spans loose laid Min.19/32-inch (Optional) One or more W.18 exterior grade plywood layers, any combination, at max. 24-inch spans loose laid Min.19/32-Inch (Optional) One or more W-19 exterior grade plywood layers, any combination, at max. 24-inch spans loose laid Min. 19/32-inch (Optional) One or more W-20 plywood at max. 24- layers; any combination, inch spans loose laid Min.15/32-inch (Optional) One or more W-21 plywood at max. 24- layers; any combination, inch spans loose laid Min. 19/32-inch (Optional) One or more W-22 plywood at max. 24- layers, any combination, inch spans loose laid HYBRID SYSTEMS', Min. 15/32-huh (Optional) One or more W-23 plywood at max, 24- layers, any combination, Inch spans loose laid Mtn, 15/32-inch (Optional) One or more try-24 plywood at max. 24- layers, any combination, Inch spans loose laid (Optional) One or more Min.15/32-Inch W-25 plywood at max. 24- layers, any combination, inch spans loose laid (Optional) One or more Min,19/32-Inch W-26 plywood at max. 24- layers, any combination, inch spans loose laid Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization 119503 Prepared by; Robert Nienlinen, PE-59166 -. TRINITY!, !, Eta Roof Cover (Note Base -- Flintfast 3 In. Insulation (Optional) SBS- Min. 0,25-Inch SECUROCK plates with FlintFast 412 1 per 3.2 ft2 SBS-SA SA Gypsum -Fiber Roof Board or#14 Apply FlIntPrime or FlintPrime SA to (Optional) SBS- Min. 0.25-inch Dens Deck Note 2 1 per 1.33 ft2 p board'& plates, SA followed by SRS-SA Flintfast 31n, Insulation (Optional) SBS- Min. 3/8-inch SECUROCK plates with FIIntFast #12 1 per 2.7 ftZ SBS-SA SA Gypsum -Fiber Roof Board or #14 Min.1.5-Inch ACFoam II, Flintfast 3 in. insulation #12 1 2 ft' Apply Flintprimeor fiintPrime SA to (Optional) SBS- ENRGY 3, H-Shield, MLlltl-Max Plates with FlintFast per board &plates, SA FA3 or FilntBoard ISO or #14 followed by SRS-SA FlintFast 014 HD with FIIntFast 3" Insulation Apply FlintPrime to (Optional) SBS- Min. 1.5-Inch FiintBoard ISO Plates or Trufast I ID 1 per 1.6 ft2 boa d d by atesSOS-SA SA v�Ith Trufast 3" Metal insulation Plates Min.1.5-inch ACFoam II, ENRGY 3, H-Shield, Multi -Max Note 2 FA3 or FIIntBoard ISO Min. 0.25-inch Dens Deck; Dens Deck Prime Min,1.5-inch FIIntBoard ISO Flintfast 3 in. Insulation Plates with FlintFast #12 or #14 FlintFast #14 FID with FlintFast 3" Insulation Plates or Trufast HD with Trufast 3" Metal Insulation Plates Apply FlintPrime or 1 per 1,45 ft' FlintPrime SA to board & plates, followed by SBS-SA 1 per 2 ft2 I SBS-SA-H 1 per 1.6 fe I SBS-SA-H Min. 1-5-Inch ACFoam II, FIIntBoard ISO, ENRGY 3 or Nate 2 1 per 1.33 ft2 SBS-SA-H Multi -Max FA3 Min. 1.S-inch ACFoam 11, FlintBoard 150, H-Shield, Note 2 1 per 1.45 ft2 SBS-SA-H FlintOoard ISOH 6T" EDITION (2017) FBC NON-fIVHZ EVALUATION CertainTeed Flintlastic" Modified Bitumen Roof Systems; (610) 651-SB47 (Optional) SBS- SA MDp Cap (psfl SBS-SA -30.0* SBS-SA -45.0 SBS-SA -45.0* SBS-SA -45.0* SBS-SA -515 SBS-SA -60,0 (Optional) BP- I SBS-AA, SBS-TA 1 -30.0* AA, SBS-AA, SBS- or APP-TA TA or APP TA (Optional) SBS- SBS-TA or APP- TA or APP-TA I TA (Optional) BP -AA SBS,AA -52.5 or SBS-AA (Optional) BP- SBS-AA, SBS-TA AA, SBS-AA, SBS- -60.0 or APP-TA TA or APP-TA Evaluation Report3520.0104-R20 forFI2S33-R19 Revision 20: 09/14/2017 Appendix 1; page of 57 J � F TRINITY ERD REROOF (TEAR-CIFF) oR RECOVER TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, ATTACNED.INSULATiON, RONDED RC Or COVER SYSTEM TYPE C: MECHANICALLY Roof Cover (Note 14) MOP Top Insulation Layer Ply Cap (psf) System Deck Base Insulation Layer Fasteners Attach Type Base (Optional) SBS- SBS-AA, SBS-TA No. (Note 1) (Optional) Min. 1.S-inch, One FlintFast 3 in, insulation Min. ACFoam d, plates with FlintFast H12 1 per 1.33 ft2 SBS-SA-H AA, SBS-TA or or APP-TA -75.0 Min, 15/32-Inch W-27 plywood at max. 24- or more layers, any oarinch FIIntBoard ISO, H-Shield, FlintBoard (SOH or H14 APP-TA inch spans combination, loose laid One or more Min. ACFoam It, 1.33 ft2 SBS-SA-H (Optional) SBS- APP-TA SBS TA or APP TA 82.5 Min.19/32-inch [Optional) FlintBoard ISO, ENRGY 3 or Note 2 1 per TA or W-28 exterior grade plywood layers, any combination, Multi -Max FA3 at max. 24-inch spans loose laid CONVENTIONALSYSiEM5t Min. 0.5-inch 5tructodek High al) BP- 7SBS-AA SBS-AA,SBS-TA 45.0* Min: 23/32-inch (Optional) One or more Density Fiberboard Roof Note 2 1 per 2 ft2 BP -AA or SBS-AA , 59S- TA or APP-TA or APP-TA W-29 exterior grade plywood layers, any combination, Insulation, min, 0.75-inch loose laid (homogeneous) at max. 24-inch spans FeSCOROara Min.0.25-inch SECUROCK FlintFast#12 orf114 HD BP -AA, SBS-AA, Min-15/32-Inch (Optional) One or more Gypsum -Fiber Roof Board, with FlintFast 3" 1 per 2 ft2 SBS-TA or APP- W-30 plywood at max, 24- layers, any combination, Dens Deck or Dens Deck Insulation Plates TA inch spans loose laid Prime FlintFast H12 or f114 HD Min. 15/32 inch (Optional for Recover) Min. Min.0.25-Inch SECUROCK with FlintFast 3" 1 per1.45 ft2 APP-TA W-31 plywood at max. 24- 1.5-inch, One or more layers, Gypsum Fiber Roof board insulation Plates inch spans any combination, loose laid BP -AA; SBS-A A, Min. 19/32-Inch (Optional for Concrete or Recover) Min. 2-inch ACFoam Min.0.5 inch SECUROCK FlintFast H12 or #14 HD with FlintFast 3" i per 1.78 ft2 SBS-TA or APP- W-32 exterior grade plywood it, FlintBoard, H-Shield or Gypsum -fiber Roof Board Insulation Plates TA at max. 24-inch spans ENRGY 3, loose laid. FlintFast H12 or H14 HD Min.'15/32-inch (Optional for Recover) Min. Min.0.25-inch SECUROCK with FlintFast 3" 1 per 1.33 ft? APP-TA W-33 plywood at max. 24. 1.5-inch, One or more layers, Gypsum -Fiber Roof Board Insulation Plates inch spans any combination, loose laid Exterior Research and Design, LLC. d/b/a'Trinity(ERD 6"'EDITION (2017) FBC NON-HV142 EVALUATION Certificate of Authorization #9503 certain -feed Flintlastics Modified Bitumen Roof Systems; (6ta) 651-5847 Prepared by: Robert Nieminen; PE-59166 BP-5 (Optio�_4B AA, SBS-TA 45A AA, SBA, SB r APP-TA TA or -TA (Optional) APPPP-TA -G0.0 TA (Optional) BP- SBS-AA, SBS-TA •60.0 AA, SBS-AA, SBS- or APP-TA TA or APP-TA (Optional) APP- APP-TA -67.S TA Evaluation Report 3S20.03..04-R20 for FL'22533-Ri9 Revision 20: 09/14/2DIL7 Appendix 1, Page 9 of 57 System Deck No. (Note 11 SELF -ADHERING SYSTEMS:. Min. 19/32-inch W-34 plywood at max 24- inch spans f TRII~IITY' ERA TABLE 1D' WOOD DECKS - NEW. CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPE D: INSULATED, Mi-CHANICALLY ATTACHED BASE SKEET, BONDED ROOF COVER Roof Cover insulation Layer(s) �seAn,hor SheetBasers Attach Ply Tvne Attach _ Min. 1.S-inch, One prelim. or more layers, Attach Flmtlastic SA Nail®ase Note 2 any combination Flintfast 3 in, insulation Plates with FIIntFast #12 or #14; Min.15/32-inch 5-inch, One e layers, 7anycombination prelim. Flintlastic 5A NailBase Trufast 3° Metal Insulation plates with DP or HD; OMG 3 W-35 plywood at max 24- Attach in. Round Metal Plates with inch spans OMG #14 HD Fllntfast;3 in, Insulation Plates with FIIntFast 412 or 414; Min. 15/32-inch Min. I.S.-inch, One more layers, Prelim. Flintlastic SA Nail0ase Trufast3" Metal Insulation Plates with DP or HD; OMG 3 W-36 plywood at max 24- Inch spans or any combination Attach In: Round Metal Plates with OMG #14 HD Flintfast 3 In. Insulation Plates ----------------- HYBRID SYSTEMSI with FlintFast #12 or #14; Min.15/32-inch Min, 1.5-inch, One prelim. Glasbase; Flexlglas; Base 20; Poly SMS Trufast 3" Metal Insulation DP or HD; OMG 3 W-37 ply-woodFlintlastic at max 24- or more layers, any combination Attach Base; Ultra Poly SMS Base Plates with in. Round Metal Plates with Inch spans OMG #14 FID Min, 1.5-inch, One Prelim. Glasbase; Flexlglas; Flintlastic Base 20; Poly SMS Note 2 Min. 19/B2-inch W-38 plywood at max 24- or more layers,. any combination Attach Base; Ultra Poly SMS Base Inch spans Flintfast 3 in. insulation Plates with F-IintFest #12 or #14; Min. 15/32-Inch Min. 9.5-inch, One prelim. Glasbase; Flexlglas; Flintlastic Base 20; Poly SMS Trufast 3" Metal Insulation with DP or HD; OMG 3 W-39 plywood at max 24- or more layers, any combination Attach Base; Ultra Poly SMS Base Plates In, Round Metal Plates with inch spans OMG #14 HD CONVENTIONAL SYSiEMS! 8-inch b.c. at min. 3-inch lap and 8- inch o.c. in two (2), equally spaced, (Optional) staggered center rows; Stress plates SBS-SA shall be primed with FlintPrime (ASTM D41) primer or FlintPrime SA 6-inch o.c. at min. 2-Inch lap and 6- Inch o,c, in three (3), equally spaced, (Optional) staggered center rows; Stress plates SBS-SA shall be primed with FIIntPrlme (ASTM D41) primer or FlintPrime SA. 6-inch o.c. at min. 2-Inch lap.and 6- inch o.c. in four (4), equally spaced, (Optional) staggered center rows; Stress plates SBS-SA shall be primed with FlintPrime (ASTM D41) primer or FlintPrime SA. 6-inch o.c, at4-inch lap and 6-Inch .o.c. in three (3), equally spaced, staggered center rows; Stress plates SBS-SA-H shall be primed with FlintPrime (ASTM D41) primer or FIIntPrlme SA. 7-inch ox. at 3-Inch lap and Tinch o,c. in three (3), equally spaced, SBS-SA-H staggered center rows 6-inch o.c. at 4-Inch lap and 6-Inch o.c. in four (4), equally spaced, staggered center rows; Stress plates SBS-SA-H shall be primed with FlintPrime (ASTM D41) primer or FlintPrime SA. MDP (psf) SBS-SA ) -82.5- SBS-SA 1 -97.5* .SBS-SA ) -127.5'r SBS-AA, SBS- I _97.5 TA or APP-TA SBS-AA, SBS- I _105.0 TA or APP-TA SBS-AA, SBS- _127.5 TA or APP-TA Evaluation Report3520.03.04-R2Ofor.F12533-R19 Exterior Research and Design, U.C. d/b/a Trmity)ERD Revision 20: 09/14/2O17 Certificate of Authorization #9503 6 EDITION Modified FBC NON n Roo EVALUATION (6 Appendix 1, Page 10 of 57 • Prepared by: Robert Nleminen, PE-59166 CertainTeed FRnttastic' Modifled8itumen Roof Systems; (610} b51-5947 i TRINITY.��o 1D' WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER TABLE SYSTEM'TYPE Dt INSULATE.D, MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF COVER Roof Cover (Note 14) IVIDP Base or Anchor Sheet - Ply — cap (psn Deck insulation Laver(s) — Fasteners Attach System No. (Note 11 Type Attach Base Glasbase; All 12-inch stag at 4-Inch lap and 36-inch BP -AA, 585- SBS-AA, SBS- Min, 23/32-inch Min.1.5-inch, OneNote Prelim. Base; 2 o.c. In two (2), equally spaced, 'center AA, SBS-TA or APP-TA TA or APP-TA exterior grade or more layers, Attach FWeather/EmpirelglBase;Fl Plexiglas Base; Fllntlastic staggered rows W-40 plywood at max. 24- any combination Base 20; Yosemite inch spans Glasbase; All 12-inch a.c. at 4-inch lap and 24-inch BP -AA, SBS- SBS-AA SBS- -45.0 Min. 23/32-Inch Min. 1S-inch, One prelim. Weather/Empire Base; Note 2 o.c. in two (2), equally spaced, AA, SSS-TA or APP TA TA or ;PP -TA exterior grade or more layers, Attach Plexiglas Base; Fllntlastic staggered center rows W-41 plywood at max. 24- any combination Base 20; Yosemite inch spans 12-inch o.c. at 4-inch lap and 16-Inch BP -AA, SBS- SBS-AA, SBS- 45.0 r Min. 23/32-inch Min.1.5-inch, One prelim. poly SMS Base; Ultra Poly Note Z a.c. in, two (2), equally spared, AA SBS-TA or APP-TA TA or APP-TA WA exterior grade or more layers, Attach SMS Base staggered center rows plywood at max. 24- any combination inch spans Flintfast 3 in. Insulation Plates (Optional) BP - Glasbase; Plexiglas; Fllntfast #12 or #14; 6-inch o.c. at 4 Inch lap and f-inch at AA SBS-AA, SBS-AA, SBS- 97' Min. 15/32-inch Min. 1.5-Inch, One prelim. fllntlasticBase Z0; All Trufast 3" Metal Insulation a uall s aced, stag in three (3) q y p SBS-TA or TA or APP-TA W 43 plywood at max 24- or more layers' Attach Weather/ Empire Base; poi SMS Base; Ultra Poly Plates with DP or HD; OMG 3 in. Round Metal plates with staggered center rows. APP-TA inch spans any combination SMS Base; Yosemite OMG tf14 HD 6-Inch o.c. at 4-Inch lap and 6-inch 97.5 15/32•inch Min, 1,5-inch, One prelim. OMG 3 in. Round Metal Plates o,c, In three (3), equally spaced, APP-TA APP-TA W-44 Min. plywood at max 24- or more layers, Attach FlintiasticAPPBaseT with OMG #14HD shaggeredcenterrows. inch spans any combination Glasbase; Flexiglas; Fllntfast 3 in. Insulation Plates g-inch o.c. at 4-inch lap and 8-Inch (Optional) BP- AA, SBS-AA, SBS- One or more Plintlastic Base 20; All with Flintfast#14;Trufast 5' stag three equally spaced, TA or , SBS-TA or TA or APP TA 97 5 Min. 15/32-inch layers, any Prelim. Weather / Empire Base; Metal Insulation Plates with center staggered center7ows staggat ered APP-TA W-45 plywood at max 24- thickness or Attach Poly SMS Base; Ultra Poly Trufast HD inch spans combination SMS Base; Yosemite Glasbase; Flexiglas; 7-Inch c.c. at 3-inch lap and 7-inch BP -AA, SBS- SBS-AA, SBS- _105.0 Min. 19/32 Inch MIn.1.5 inch, One prelim. Flihtlastic Base 20; Poly SMS Note 2 stag in three (3), equally spaced, AA, SBS-TA or APP TA 7A or APP-TA W-46 plywood at max 24- or more layers, Attach Base; Ultra Poly SMS Base; staggered center rows inch spans any combination Yosemite OMG 3 in. Round Metal Plates 7-inch o.c. at3-Inch lap and 7-inch APP-TA 105.0 Min. 19/32-inch Min. 1.5-inch, One prelim, Fllntlastic APP Base T with OMG #14 HD or Dekfast o.c, in three (3), equally spaced, APP-TA W-47 plywood at max 24- or more layers, Attach Hex Plate with Dekfast #14 staggered center rows Inch spans any combination Fllntfast 3 in. insulation Plates (Optional) Bp- Glasbase; Flexiglas; with FlintFast #12or 414; 6-inch o.c. at 4-inch lap and 64nch AA SBS-AA SBS-AA, SBS- -1275 Min.15J32=Inch Min. One prelim. PlintlasticBase�O�PoIySMS Trufast3"Metalinsufation DP or HD; OMG 3 o.c, in four (4), equally spaced, SBS-TA or TA or APP-TA W-48 plywood at max 24- or more layers, Attach Base; Ultra Poly SMS Base; Plates with in. Round Metal Plates with staggered center rows. APP-TA inch spans any combination Yosemite OMG #14 HD Evaluation Report3520.03.04-R20 farFL2533-R19 Revision M 09/14/2017 Exterior Research and Design, LLC. d/b/a Trinity] ERD 6Ts EDITION (2017) FBC NON-HVNZ EVALUATION Appendix 1, Page 11 of 57 Certificate of Authorization H9503 CertainTeed Flintlastie Modified Bitumen Roof Systems; (610) 651-5847 Prepared by: Robert Nieminen, PE-59166 TABLE 1D: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D., INSULATED, MECHANICALLY T a CHED BASE A Sheet ET, BONDED ROOT COVER or System Deck Insulation Layer(s) FAttach Base Fasteners Attach No. (Note 1) Type 6-Inch o.c. at 4-inch lap and 6-Inch in. 1.5-finch, One OMG 3 in. Round Metal Plates o.c. in four (4), equally spaced, Min. 15/32-inch Prelim. Flintlastic AP Base T with OMG #14 HD W-49 plywood at max 24- or more layers, Attach staggered center rows. inch spans a'ny combination COLD-APPLIED-SMEMSC . Glasbase• Flexigias Base; TRINITY ERD !Roof Cover (Note 14) MDP Ply — Cap (psi} APP-TA APP-TA 127.5 Flintlastic Base 20; All Flintfast 3 in. Insulation Plates 8-inch o.c. at 4-Inch lap and 8-inch (Optionol) sBS-CAi -52.5 Weather / Empire Base; with Flintrast #12 or #14; o.c. in three (3), equally spaced, SBS-CAI Min. 15/32-inch Min. 1-inch, One Loose Yosemite Venting Base; TrufasG 3" Metal insulation staggered center rows W-50 plywood at max 24- or more layers, laid Flintlastic Poly SMS Base; plates with DP or HD Inch spans any combination Fllntlastic ultra Poly SMS Base Evaluation Report 3520.03.04-1120 for FL2S33-R19 Revision. 20: 09/ jei/2017 Exterior Research and Design, I.I.C. d/b/aTrinitylERD 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Appendix 1, Page 12 of 57 Certificate of Authorization #9503 CertainTeed Flintlastico Modified Bitumen Roof systems; (610) 651<5847 ' Prepared by: Robert Nieminen, PE-59166 System Deck No. (Note 1) sELf-ADHERING SYSTEMS: Min, 15/32-Inch.plywood at W-51 max 24-inch spans Min. 15/32-inch plywood at W-52 max.24-inch spans Min.19/32-inch plywood at W-53 max. 24-Inch spans Min.19/32-inch plywood at W-54 max. 24-Inch spans Min. 15/3Z-in.ch plywood at W 55 max 24-Inch spans Min. 19/32-Inch plywood at W 56 max 24-Inch spans Min. 15/32-inch plywood at W-57 max 24-Inch spans TABLE IE_1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) .SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, Bl3NDED ROOF COVER Base Sheet Base fasteners Attach Flintlastic SA NailBase Flintlastic SA NailBase Flintlastic SA NailBase Flintlastic SA NailBase Flintlastic SA NailBase Flintlastic SA NailBase Flintlastic SA NailBase W-58 Min. 19/32-Inch plywood at I Flintlastic SA NailBase max 24-Inch spans HYBRID SYSTEMS: Glasbase; Flexlglas; Flintlastic Min. 19/32-inch exterior grade Base 20; All Weather / Empire W h9 plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly SMS Base Glasbase; Flexiglas; Flintlastic Min. 15/32-inch plywood at Base 20; All Weather/ Empire W 60 max 24-inch.spans Base; Poly SMS Base; Ultra Poly SMS Base TRINITY! ERD Roof Cover (Note 14) MDP __., rnn (pSQ 9-Inch o.c. at min. 3-Inch lap and 12-inch o,c, in two (2), equally spaced, staggered center rows; (Optional) SBS- Simplex MAXX Cap Stress plates shall be primed with FlintPrime SA (A5TM D41) primer. Min. i-inch long, 12 ga. Simplex 6-inch o.c, at min. 2-Inch lap and 6-inch o.c, in (Optional) 585- Metai Cap Nails four (4), equally spaced., staggered center rows SA B-Inch o.c. at min. 2-inch lap and 8-Inch o.c. in (Optional) SBS- 32 ga., 1-5/8-Inch dia, tin caps with 11 ga. annular ring shank three (3), equally spaced; staggered center SA nabs 32 ga., 1-5/8-inch dia. tin caps rows 8-Inch o.c, at min: 2-inch lap and 8 Inch o.c. in (Optional) SBS- with 11 ga. annular ring shank three (3), equally spaced, staggered center SA nail's rows 8-inch o.c. at min. 3-inch lap and 84nch o.c. in three (3), equally spaced, staggered center (Optional) SBS- Simplex MAXX Cap roves; Stress plates shall be primed with SA FlintPrime (ASTM D41) primer. 6-inch c.c. at min. 2-inch lap and 6-inch o.c. In (Optional) SBS- 32 go., 1-5/8-inch dia. tin caps with 11 ga. annular ring shank four (4), equally spaced, staggered center rows SA nails Cap hails: 1-inch diameter, 0.032-Inch thick metal cap with 7-Inch o.c. at min. 4-Inch laps and 7-Inch o in (optional) SBS- ) 0.120" shank diameter, annular o five (5), equally spaced; staggered center rows SA ring shank nails 32 ga., 1-5/8-Inch dia. tin caps 4-Inch o.c. at min. 2-Inch lap and 4-inch o.c, in (Optional) SBS- with 11 ga, annular ring shank four (4), equally spaced, staggered center rows SA nails 32 ga.,1-5/8-inch dia, tin caps 9-Inch o.c. at 4-Inch lap and 12-inch o.c. in two I SBS-SA-H with 11 ga. annular ring shank (2) equally spaced, staggered center rows nails Min.1-inch long, 12 ga. Simplex 16-inch o.c. at3-Inch lap and 6-inch o.c. in four I SBS-SA-H Metal Cap Nails 11 (4), equally spaced, staggered center rows SBS-SA -45.0* SBS-SA -52.5 SOS -SA -52.5 SBS-SA -60.0 SBS-SA -67.5 SBS-SA -7510 SBS-SA -75.0 SBS-SA •105.D SBS=AA, SBS-TA 45.0° ar APP-TA SBS-AA, SOS -TA I 52.S or APP TA Evaluation Report 3520.03.04-R20 for FL2533-R19 Exterior Research and Design, u.C. d/b/a TrinitylERt) Revision 20: 0§114/2017 certificate of Authorization €19503 6"i EDITION Modified d B LumenNON-HRoo Systtins; (6 Appendix 1, Page 13 of 57 Prepared by: Robert Nleminen, PE-59166 CertainTeed Flintlastic" Modified Bitumen Roof Systems; (610} 651-5847 System Deck No. (Note 1) Min. 19/32-inch plywood at W-61 max 24-inch spans Min. 19/32-inch plywood at W-62 max 24-inch spans in. 19/32-inch plywood at rm W-63 ax 24-inch spans Min.19/32-Inch plywood at W 64 max 24 inch spans CONVENTIONAL SYSTEMS: W-65 W-66 W-67 W-68 W-69 W -70 W-71 W-72 TABLE 1E-1: WOOD DECKS" NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E; NOWINSUTATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet Base Fasteners Attach Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-Inch dia. tin caps 8-inch o.c, at 4-i6ch lap and 8-inch o.c, in three Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (3), equally spaced, staggered center rows Poly SMS Base Glasbase; Flexiglas; Flintlastic nalls 32 ga.,1-5/8-inch dia. tin caps 8-Inch o.c. at 4-inch lap and B-inch o.c. in three Base 20; Poly SMS Base; Ultra with 11 ga, annular ring shank (3), equally spaced, staggered center rows Poly SMS Base Glasbase; Flexiglas; Flintlastic nails 32 ga.; 1-5/8-inch dia, tin caps 6-inch o.c. at 4-inch lap and 6-inch o:c. in four Base 20; Poly SMS Base; Ultra with 11 ga, annular ring shank (4), equally spaced, staggered center rows Poly SMS Base Glasbase; Flexlglas; Flintlastic nails 32 ga., 1-5/8-inch dia, tin caps 4-inch o.c. at 3-inch lap and 4-inch o.c. in four Base 20; Poly SMS Base; Ultra with 11 ga. annular ring shank (4) equally spaced, staggered center rows Poly SMS Base nails Glasbase; Flexiglas; Flintlastic Min. 19/32-Inch exterior grade Base 20; All Weather / Empire plywood at max. 24-inch spans Base; Poly SMS Base; Ultra Poly SMS Base; Yosemite Glasbase; Flexiglas; Flintlastic Min.15/32-Inch exterior grade Base 20; All Weather / Empire plywood at max. 24-inch spans Base; Poly SMS Base; Yosemite Min. 15/32-inch exterior grade Flintlastic APP Base T plywood at max. 24-inch spans Glasbase; Flexiglas; Flintlastic Min. 15/32-inch plywood at Base ase20; AllW pire max 24-Inch spans Baser Ultra SMS Base; Yosemite Glasbase; Flexlglas; Flintlastic Min. 19/32-Inch plywood at Base 20; Poly SMS Base; Ultra max 24-Inch spans poly SMS Base; Yosemite Glasbase; Flexiglas; Fllntlastic Min,15/32-inch exterior grade Base 20; All Weather/ Empire plywood at max. 24-inch spans Base; Poly SMS Base; Yosemite Min,15/32-Inch exterior grade Fllntlastic APP Base T plywood at max. 24-inch spans Glasbase; Flexiglas; Flintlastic Min.19/32-inch plywood at Base 20; Poly SMS Base; Ultra max 24-inch spans poly SMS Base; Yosemite 32 ga., 1-5/8-inch dla. tin caps 9-Inch o.c. at 4-inch lap and 12-inch o.c. in two with 11 ga. annular ring shank (2), equally spaced, staggered center rows nails 9-Inch o.c. at 2-inch lap and 18-Inch o.c. in two Simplex MAXX Cap (2), equally spaced, staggered center rows 9-inch o.c. at 2-inch lap and 18-inch o.c. in two Simplex MAXX Cap (2), equally spaced, staggered center rows Min. 1-inch long, 12 ga. Simplex 6-inch o.c. at 3-inch lap and 6-inch o.c. in four Metal Cap Nails (4), equally spaced, staggered center rows 32 ga„ 1-5/8-inch dia, tin caps with it ga. annular ring shank nails Simplex MAXX Cap Simplex MAXX Cap 32 ga., 1-5/9-Inch dia. tin caps with 11 ga. annular ring shank nails 8-inch o.c. at 4-inch lap and S-inch o.c. In three (3), equally spaced, staggered center rows 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows 9-inch o.c. at 2-inch lap and 12-inch o.c. in two (2), equally spaced, staggered center rows 8-inch o.c. at 4-Inch lap and 8-inch o.c. in three (3), equally spaced, staggered center rows Exterior Research and Design, LLC. d/b/a Trinity( ERD eEDITION (2017) FBC NON-HVH2 EVALUATION Certificate of Authorization 119503 • CertainTeed Flintlastic" Modified Bitumen Roof Systems; (610) 651-5847 Prepared by: Robert Nteminen, PE-59166 . TRINITY'! ; ERD Roof Cover (Note 14) MDP Ply Cap (psfl --- SBS-AA, SBS-TA 52 5 SBS-SA-FI or APP-TA SBS-AA, SBS-TA 60 0 SBS-SA-M or APP-TA SBS-AA, SBS-TA 82 5 SBS-SA-H or APP-TA SBS-AA; SBS-TA 105.0 SBS-SA-H or APP-TA BP -AA, SBS-AA, SBS-AA, SBS-TA 45:0' SBS-TA or APP- or APP-TA TA (Optional) BP- SBS-AA; SBS-TA -45.0* AA, SBS-AA, SBS- or APP-TA TA or APP-TA (Optional) APP- APP-TA -45.0* TA (Optional) BP- SBS-AA; SBS-TA -52.5 AA, SBS-AA, SBS- or APP-TA TA or APP-TA BP -AA, SBS-AA, SBS-AA, SBS-TA -52.5 S85-TA or APP- or APP-TA TA (Optional) BP- SBS-AA, SBS-TA -52.5 AA, SBS-AA, SBS- or APP-TA TA or APP-TA (Optional) APP- APP-TA -52.5 TA BP -AA, SBS-AA, SBS-AA, SBS TA -60.0 SBS-TA or APP or APP-TA TA Evaluation Report 3520.03.04-1120 fop FL2533-R19 Revision 20: 05/14/2017 Appendix 1, Page 14 of 57 d system Deck No. (Note 11 Min. is/32-Inch plywood at W-73 max 24-inch spans Min. 19/32-inch plywood at W-74 max 24-inch spans W-75 W -76 W-77 W-78 W-79 Min. 15/32-inch exterior grade plywood at max. 24-inch spans Min. 15/32-inch exterior grade plywood at max: 24-inch spans Min,19/32-Inch plywood at max 24-Inch spans Min,15/32-inch exterior grade plywood at max. 24-inch spans Min: 15/32-inch exterior grade plywood at max. 24-inch spans TABLE 1E-1- WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet Attach Base Fasteners i diameter Glasbase; Flexiglas; Flintlastic Base 20;.All Weather/ Empire Base; Poly SMS Base; Ultra Poly SMS Base; Yosemite Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Empire Base; Poly SMS Base; Yosemite Flintlastic APP Base T Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Poly SMS Base; Yosemite Glasbase; Flexigias; Flintlastic Base 20; All Weather / Empire Base; Poly SMs Base; Yosemite Flintlastic APP Base T - Cap palls: inc i r 0.032-inch thick metal cap with 6-Inch th staap ggered and 6 center rows e uall 0.120-Inch shank diameter, () q Y spaced, annular ring shank nails. 32 ga.,1-5/8-inch dia. tin caps 6-Inch o.c. at 4-inch lap and 6-incK o.c. in four with 11 ga. annular ring shank (4) equally spaced, staggered center rows nails 6-inch o.c. at 2-inch lap and 6-Inch o.c. in two Simplex MAXX Cap 12),.equally spaced, staggered center rows 6-inch o,c. at 2-Inch lap and 6-inch o.c. in two Simplex MAXX Cap (2), equally spaced, staggered center rows 32 ga.,1-5/8-inch dia, tin caps 4-inch o.c. at 3-inch lap and 4-inch o.c. in Four with 11 ga. annular ring shank 14), equally spaced, staggered center rows nails — 6-inch o.c. at 2-inch lap and 6-Inch o.c. In three Simplex MAXX Cap (3), equally spaced, staggered center rows 6-inch o.c. at 2-inch lap and 6-inch o.c. in three Simplex MAXX Cap (3), equally spaced, staggered center rows Exterior Research and Design, LLC. d/b/a Trinity)ERD 6"' EDITION (20171 FBC NON-HVHZ EVALUATION Certificate of Authorization #9503 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Prepared by; Robert Hleminen, PE-59166 TRINITY' ERD Roof Cover (Optional) BP - AA, SBS-AA or SBSTA. BP -AA, SBS-AA, SBS-TA or APP- TA (Optional) BP - AA, SBS-AA, SBS- TA or APP-TA (Optional) APP TA BP -AA, SBS-AA, SBS-TA or APP- TA (Optional) ._..�-- AA, SBS-AA, SBS- TA or APP-TA (Optional) APP- TA SBS-AA or SBS- TA SBS-AA, SBS TA or APP-TA SBS-AA, SBS-TA or APP-TA APP-TA SBS-AA,SBS-TA or APP-TA SBS^AA, SBS-TA or APP-TA APP TA MDP (psf) -67.5 -8Z,5 -90.0 -90.0 -1Q5.0 -105;0 -105:0 Evaluation Report 3510.03.04-1120 for i L2533-R19 Revision 20: 09/14/2017 Appendix 1, page 15 of 57 TR.INI-r( ER[J TABLE lE-2: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) on RECOVER MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER SYSTEM TYPE E: NON -INSULATED, Roof Cover (Note 14) MDP Base Sheet Ply Cap (P9f) System Deck 1) Base Fasteners Attach No. (Note SELF -ADHERING SYSTEMS!. 8-inch o.c. at min. 3Anch lap and 8-Inch o.c, in two (2), equally spaced, staggered center rows. (Optional) SBS-SA -82.5* Min. 19/32-Inch plywood Flintlastic SA NailBase Note 2 Stress plates shall be primed with FIIntPrime SBS-SA W-80 at max 24-lnch spans (ASTM D41) primer or FIIntPrime SA Fllntfast 3 in. Insulation Plates with 6-inch o.c. at min. 2-inch lap and 6-inch o.c. in (Optional) FlintFast #12 or #14; Trufast 3" Metal three (3), equally spaced, staggered center rows. SBS-SA -97.5* MIn.15/32-inch piywood Flintlastic SA NailBase insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FIintPrime SBS-SA W-81 at max 24-inch spans in. Round Metal Plates with OMG 914 HD (ASTM D41) primer or FlintPrime SA. Flintfast 3 in. Insulation Plates with &Inch o.c. at min. 2-inch lap and 6-inch O.C. in rows. (Optional) FIIntFast #12 or #14; Trufast 3" Metal four (4),.equally spaced, staggered center SBS-SA $BS SA -127.5* Min. 15/32-inch plywood Flintlastic SA NailBase Insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FIIntPrime W-82 at max 24-inch spans in. Round Metal Plates with OMG 1114 HD (ASTM D41) primer or FIIntPrime SA. HYBRID SYSTEMS: Flintfast3 in. Insulation Plates with 6-Inch O.C. at 4-inch . in lap and 6-inch o.cthree SBS-AA,.S85- 15/32-inch Glasbase; Flexiglas; Flintlastic FlintFast #12 or #14; Trufast 3" Metal (3), equally spaced, staggered center rows. Stress shall be primed with FIIntPrime SBS-SA-H AP TA or P-TA 47.5 Min. plywood W-83 Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 plates SA. at max 24-inch spans Poly SMS Base in. Round Metal Plates with OMG #14 FID (ASTM D41) primer or FIIntPrime Glasbase; Flexiglas; Flintlastic 7-Inch o.c, at 3-inch lap and 7-Inch o.c. in three SBS-SA-H SBS-AA, SBS- TAorAPP-TA 305.b Min.19/32-inch plywood Base 20; Poly SMS Base; Ultra Note 2 (3), equally spaced, staggered center rows W-84 at max 24-inch spans Poly SMS Base 6-inch o.c. at 4-inch lap and 6-Inch mc. In four Glasbase; Flexiglas; Flintlastic Flintfast 3 In. Insulation Plates with FIIntFast #12 or k#14; Trufast 3" Metal (4j, equally spaced, staggered center rows. SBS-SA-I-i TA or , 585 TA or ;PP -TA 127 5 Min. 15/32-inch plywood Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 Stress plates shall be primed with FIIntPrime W-85 at max 24-Inch spans poly SMS Base In. Round Metal Plates with OMG #14 HD (ASTM D41) primer or Flint?rime SA. CONVENTIONAL SYSTEMS: Glasbase; All Weather/Empire 12-Inch o.c. at 4-Inch lap and 36-inch o.c. in two BP -AA, SBS AA, SBS-TA or SBS-AA SBS- -30.0* Min. 23/32-Inch exterior plywood at max. Base; Flexiglas Base; Flintlastic Note 2 (2), equally spaced, staggered center rows APP-TA TA or APP-TA W-86 grade 24-Inch spans Base 20; Yosemite Glasbase; All Weather/Empire 12-inch o.c. at 4 inch lap and 24-inch o.c. in two BP -AA, SBS- AA, SBS-TA or or , SBS- 45;0 Min. 23/32-inch exterior W-87 plywood at max. Base; Flexiglas Base; Flintlastic Note 2 (2), equally spaced, staggered center rows APP-TA TA or APP-TA TA grade 24-inch spans Base 20; Yosemite 12-inch o.c. at 4-inch lap and 36-Inch o.c. in two BP -AA, SBS- AA, SBS-TA or 58S-AA, SBS- •45.0* Min. 23/32-Inch exterior Poly SMS Base; Ultra Poly SMS Note 2 {2j, equally spaced, staggered center rows APP-TA TA or APP-TA W-88 grade plywood at max. Base 24-Inch spans Evaluation Report 3520.03.04-R20 for F1.2533-R19 Exterior Research and Design, I.I.C. d/h/a Trinity(ERD 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Appendix 1, Page 16 of 57 Certificate of Authorization #9503 CertainTeed Flintlastic Modliled Bitumen Roof Systems; (610] 651.5847 s Prepared by: Robert Nieminen, PE-59i66 e t` TRINITY! ERd TABLE 1E-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER MECHANiCALLYATTACHCD BASE SHEET, BONDED ROOF COVER SYSTEM TYPE E: NON -INSULATED, Roof Cover (Note 14) NIDP Base Sheet Ply Cap (Psfl System 77:7F,pFlexiglas Base Fasteners Attach (Optional) BP- No. ; Flintlastic Flintfast 3 In, Insulation Plates with or #14; Trufast 3" Metal 6 inch o.c at 4 Inch lap and 6-Inch o.c. in three AA, SBS-AA, 97 5 SBS-AA, SBSMin. TA or APP•TA 15/32-inch plywood oly SMS Base; Ultra Flintfast#12 insulation Plates with DP or HD; OMG 3 (3), equally spaced, staggered center rowsAPP S85-TA or TA W 89 at max 24-inch spans y Base; Yosemite in. Round Metal Plates with OMG #14 HD OMG 3 in. Round Metal Plates with OMG 6-inch o.c. at 4-inch lap and G-inch o.c. in three APP-TA APP-TA -97.5 Min. 15/32-inch plywood Flintlastic APP Base T #14 HD (3), equally spaced, staggered center rows. W-90 at max 24-inch spans (Optional) BP- SOS -AA or Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with 8-Inch o.c. at 4-inch lap and 8-Inch o.c. at three AA, SBS-AA or -97.5 Min. 15/32-inch plywood Base 20; All Weather/ Empire flintFast #14;Trufast 3" Metal Insulation (3) equally spaced, staggered center rows SRS-TA SBS-TA W-91 at max 24-Inch spans Base; Poly SMS Base; Ultra Poly plates with Trufast HD SMS Base; Yosemite Glasbase; Plexiglas; Flintlastic 7-inch o.c. at 3-inch lap and 7-inch o.c. in three BP -AA, SBS AA, S85-TA or SBS-AA SBS- -105.0 TA or APP-TA Min. 19/32-Inch plywood Base 20; Poly SMS Base; Ultra Note 2 (3), equally spaced, staggered center rows APP-TA W-92 at max 24-Inch spans Poly SMS Base; Yosemite OMG 3 ln. Round Metal Plates with OMG 7-Inch o.c, at 3-Inch lap and 7-Inch o.c. in three APP-TA APP-TA -105.0 Min. 19/32-inch plywood Flintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast (3), equally spaced, staggered center rows W-93 at max 24-inch spans 1114 (Optional) BP- Glasbase; Plexiglas; Flintlastic Flintfast 3 in. Insulation Plates with FlintFast 1r1.2 or #14; Tnrfast 3" Metal 6-Inch o.c. at 4-Inch lap and 6-Inch o.c: In four AA, SBS-AA, SRS-AA, SBS- 127.5 TA or APP-TA Min. 15/32-Inch plywood Base 20; Poly SMS Base; Ultra Insulation Plates with DP or HD; OMG 3 4 equally spaced, staggered center rows I ), q Y P SBS-TA or APP-TA W-94. at max 24-Inch spans Poly SMS Base; Yosemite in. Round Metal plates with OMG #14 HD OM�In. und Metal plates with OMGT14),eq -inch o.c, at 4-inch lap and 6-Inch o.c. In four APP-TA APP-TA -127.5 Min. 15/32-inch plywood Flintlastic APP Base T 1114 ually spaced, staggered center rows. W 95 at max 24-Inch spans Cow -APPLIED SYSTEMS: Glasbase; Plexiglas Base; Flintlastic Base 20; All Weather / Flintfast 3 in. Insulation Plates with g_Inch o.c. at 4-inch lap and 8-inch o.c. in three (Optional) SBS-CA1 -52.5 Min. 15/32-Inch plywood Empire Base; Yosemite Venting FlintFast #12 or #14; Trufast 3" Metal (3), equally spaced, staggered center rows SBS=CA1 W 96 at max 2A-Inch spans Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD Flintlastic Ultra Poly SMS Base TABLE 1F: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Root Cover (Note 14) MDP (psf) System Deck Primer Base Ply Cap No. 1 (Note ) FlintPrime or FlintPrime SA SBS-SA H Optional) S85-TA,APP-TA SBS-TA,APP-TA ( p. ) -112 5 W 97 Min.15/32-Inch plywood at max. 24 Inch spans FlintPrime or FlintPrime SA SBS-SA (Optional) SBS-SA 5B5-SA -127.5 W-98 Min,15/32-inch plywood at max 244nch spans Evaluation Report 3520.03.04-1120 for FI2533-1119 Exterior Research and Design,.LLG d/b/a Trinity)ERD 6n` EDITION FBB EVALUATION Revision 20: 09/14/2017 Appendix 1, Page 17 of 57 Certificate of Authorization #9503 Lumen Roo CertainTeed Ftintlastic°D ModiRed Bitumen Roof Systems; (610) 6H1-5647 Modified Prepared by: Robert Nleminen, PE-59166 � .1 Revision ❑ Response to Comments ❑ JAN 1.� 2018 U _ yBY:, Permit # 153Z, Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Project Address: i k Contact: Ph: 1,::7 l r LXu Fax: Email: rovyiy6c lalg6liff, ILS-AA Trades encompassed in revision: Building ❑` Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: "(-.7 ziz ROUTING INFORMATION Approvals a RECORD COPY ADDENDUM LETTER S. JEFFREY GILGER DESIGN SERVICES, INC. 481 Timberwood Trail Oviedo, Fl. 32765 407-221-8486 Date: 1-14-2019 To: City of Sanford Building Dept. JAN 19 1018 �y. Re: Mike Roberts Residence �05 Valencia Street Sanford. Fl. 32771 Permite # 18-1532 This addendum letter is to respond to the questions by the building official. This detail shows how to fix the headers over the window not bearing properly. 4t1 8 - 1 If you have any questions, please feel free to call. INC .s EXISTING 8"x16" CONIC. TIE BEAM a I i� (1)3"x3.5"xI/4" ANGLE IRON W/ 1/2"x4" CONC. WEDGE ANCHORS OR MIN. 4" BEARING STANDARD TOGGLE BOLT a V-0" O.C. IYP. 8"x8"x16" CMU 0 I d ro WALL OPENING i FOR NEW WINDOW CONIC. FILLED CELLS F.F. ELEVATION DETAIL OF WALL OPENING IN EXISTING CMU WALL