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Home My WebLink About429 S Scott Ave (2)'P4- MAR 2 6 2018 CITY OF 0'1M ____.-Building & Fire Prevention Division PERMIT APPLICATION Application No: 9-1 Documented Construction Value: $ 1800.00 Job Address: 429 S. Scott Ave. Sanford, FL 32771 Historic District: YesF]NoR✓ Parcel ID: 30-19-31-524-0000-0360 Residential ✓ Commercials Type of Work: New ✓❑ Addition❑ Alteration Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: Wood frame shed 10 _� /� Plan Review Contact Person: Ben Cork Phone: 407-221-1343 Fax: Name Ben Cork Street: 429 S. Scott Ave. Title: Owner Email: bcork@corksboard.com Property Owner Information Phone: 407-221-1343 Resident of property? : Yes City, State Zip: Sanford, FL 32771 Name NA Street: City, State Zip: Name: T.S. Chehal P.E. Street: 531 S. SR. 434 Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: 407-521-5557 Fax: City, St, Zip: Altamonte Springs, FL 32714 Bonding Company: Address: im E-mail: Mortgage Lender: NA Address: 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 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 submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in 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 done in compliance with all applicable laws regulating construction and zoning. 1�� / /ig Signature•of Owner/Agent Date lze4n 4�� r h Print Owner/Agent's Name tore o Notary -State o lorida ate Jerome A. Scherr NOTARY PUBLIC STALE OF FLORIDA t Comm# FF911625 t� Expires 9/11/2019 Owner/Agent is Personally Known to Me or Produced ID Type of ID 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: 'S- UTLITIES: COMMENTS: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: -t.-r•1S- l Ok to install In x_L(Q_(1(00 sgft) shed as shown on plan. Meets area and dimension regulations for the SZA lAzoning district. Shed must be a minimum of 10 ft from the side property line and a minimum of 7f+j from the rear property line. Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE ]BIP#` 19,- \Co c— RumoxrgG R&Rmir MIln M�}Y Inspection Descrij2don. Footer / Setback Stemwall Foundation / Form Board. Survey c o Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls 20 Sheathing — Roof 3o Roof Dry In O Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar O Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final. Pre -Demo Final Demo Final Single Family Residence Final. Building (Other) l 1 0 U�D�r4Q:; RMI MIln Max. InsReetIl®n ](Descri fllon Electric, Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final �j�j q ON IN, Min .. '�.fir Max w"wyu xia., sera .+vi,�-:. x�r pP Inspecdon 1fDescri2flou Plumbing Underground a Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max' Inspection DescrC ]IDltllon Mechanical Rough Mechanical Final .apt Min Max � } ICn� ee�n®in ]fDescrn loon Gas Underground Gas Rough Gas Final REVIESED1,June 2014 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 I, as the owner of f 4 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 permit filed 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 4� 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. 1, 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 I agree that, as the party legally and financially responsible for this proposed construction activity, I will 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. r 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 1-850487-1395 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 fisted below. agree to notify the building department immediately of any additions, deletions, or changes to any of the 1_�4I 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. Property Address: I, ' ) lz L and capable of performing the conditions specified above. Signature of Owner -Builder , do hereby state that I am qualified construction involved with the permit application filed and agree to the Form of Identification (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 MAP OF SURVEY DESCRIPTION LOTS 36, 37 AND THE SOUTH 10 FEET OF LOT 35 2ND SECTION FORT MELLON, AS RECORDED IN PLAT BOOK 4, PAGE 48, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Z LO LOT 56 LOT 57 LOT 58 LOT 59 o f I 112' DESC I I 101 _l FND. 1/2" IR FND. 1/2" IR PLAT NO/ 112.26' MEAS NO/ 101.84' _ MEAS 41' 10' 51' 51' T E. FND. 2' L I - - - - - 71 LB 3382 6- uI I I EQ 6.7' O f0 ~ I C LOT 36 3.5x3.5' W � N CP O 27.6' I 3.5' Ui r- 17.081 15.1' L 30.4I 1 STORY BLOCK I 'tt I ADDRESS #4291 COV D. CONC. 22 7' I I 37.8' r 20.2' a OAC- FND. NAD LB 63!k3 41' t 10': i 51' 194' DEsc 193.98' MEAS o'' ':• :112' DESC , `' FND. 1/2" IR m 112.30MEAS LB 6393 a• LOT 38 .flQ �J- c. +Y FND. 1/2" IR NO/ 51' .'�,L•..:;,.� y.j_ m 25199' PLAT 257.55' MEAS S. SCOTT AVENUE (60' R/W) _ f BOUNDARY SURVEY CERTIFIED TO: BENJAMIN A. CORK AND LESLIE A. CORK. FIELD DAIE:JULY 2, 20IJ SCALE, 1' =20' DRAWN BY, A R. BARING STRUCTURE BASED IN: THE EAST RIGHT OF VAY LINE DF S. SCUTT AVENUE. THIS BUILDINGAOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, NO.120294 0070 F, CITY OF SANFORD, FLORIDA LS6BND IR - IRON ROD BC -BACK OF CURB L ARC LENGTH REw PE LB - LICENSE OUSINESS CALC -CALCULATED CtµONIC �' MEAS - MEASURED g - GEMERLINE MS - METAL SHED ^ M.A.P. e - CENTRAL ANGLE N&O - NAIL & DISK CLF - CHAIN LINK FENCE - NUMBER CONC - CONCRETE Land Surveying, Inc. �/J OVERHEAD ELECTRICAL CBW - CONCRETE BLOCK WALL aL _ ON LINE A STA 0 RI NO. 6124 CM - CONCRETE MONUMENT Poe - POINT OF BEGINNING CP - CONCRETE PAD POC - POINT OF COMMENCEMENTU'f R CW - CONCRETE WALKWAY , PC covD - COVERED- POINTPOINTOF CURVATURE PP _ POD PEE . 4515 Curry Ford Rd. o � by DEsc - DESCRIPTION P&M - PLAT & MEASURED Suite C DIN - DRIVEWAY R - RADIUS DRAINAGE DE - DRAINAGE FASEIAENf R/W - RIGHT OF WAY Orlando Fl. 32812 Andrew Perry, P.S.M. �� -EASEMEHT VIP - EDGE OF PAVEMENT PH. 407 896 4557 Prolessioncl Surve or & Mo er 6124 Y PP / _ UT EASEMEHT FFE - FINISHEDFLOOR ELEVATION UB _ �HTY BOX FAX 407 277 3778 'NOT varo wmlour THE SICNARIRE AND THE oPoCINAL FND - FOUND Wr _ wow FENCE E-Mall .-+'' RAISED SEAL, OR THE ELECTRONIC XMTURE AND SEAL IP - IRON PIPE y - GUY WIRE ANCHOR llaplandsurvey®cfl.rr.com LB 17084 OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.'i Revision ❑ Response to Comments Permit # I k ' Submittal Date Proiect Address: / J Cc # A Contact: NO Ph: G f G-7 Fax: Email: Trades encompassed in revision: Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov S12�120�� Mm c-z_ �7Z7-7 General description of revision: \ llir-- �j ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building VSXRFO FIRE DEPARTME Application Number: 18-1506 Project Description: Shed Job Address: 429 Scott Ave Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 4-11-2018 Contact Name: Ben Cork Contact Email: bcork(iVcorksboard.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 1 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. COMMENTS: 1. Two (2) copies of Florida Product Approval and corresponding installation instructions (approved under the 2017 code version) are required for the windows, and roofing material FBC 107 2. For the doors, either two (2) copies of Florida Product Approval and corresponding installation instructions are required or the engineer must provide a detailed drawing for the door construction and certify the doors will meet the design pressures shown on the plans. 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 Deputy Building Official M! Ic MAP OF SURVEY DESCRIPTION LOTS 36. 37 AND THE SOUTH 10 FEET OF LOT 35 2ND SECTION FORT MELLON, AS RECORDED IN PLAT BOOK 4, PAGE 48, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 56 LOT 57 LOT 58 LOT 59 FND. 1/2" IR 1 112' DESC I I 101.70' rND.J PLAT N01 1 12.26' MEAS _ _ N011/2" IR 101.84' 41' p10' - _ 51'- - 51' 7' U.E. FND. 1/2° li rft� _-" t _. _ LB 3382 1 } I 1 � ! I 1 0 W f t I z I it E_ �,, 1 :Q LOT 36 3.5'x3.5' 1 o I CP I 127.6' II� vi 17.08' 15.1'•-� 30.41 1 1 STORY BLOCK I I ADDRESS J4291 a COVD. CONC. 22 T 37.8' v 20.2' lyn7 ' CONC. DTI'•. `, i ��. .� j� FND. N&D ��a -�_ .- :• LB 6393 194' DESC c : 'y, ; "r.y"• : i ;: -: 193.9E MEAS _ _ ' 1 1 Z' DESC:-:. •'� FND. 1/2' IR u er 112.30' MEAS LB 6393 yy� LOT 38 ma o�. 'L. 41 AND. 1/2" IR N0I 51' 257.99 _wc PLAT 7.55' % L:AS H V LED FLA,14's BC-/ S. SCOTT AVENUE (60' R/W) ,. ,.; - ` m DFJ SC4-48-LOT35,36,37 NOTE UNDERGROUND UTILFTIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. BOUNDARY SURVEY CERTIFIED TO: BENJA Ok to install _x�( 160, sqft) shed as shown on plan. Meets area and dimension regulations for the THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANG 50._!M&Zoning district. Shed must be a minimum of LECBND IR -IRON ROD BC -BACK OF CURB L - ^I LENGTH10 —ft from the side property line and a minimum of CALG - CALCULATED LB - LICENSE BUSINESS p p y $ -CENTERLINE US - METAL RED SHE If* from the rear property line. G _ CENTRAL ANGLC MS - METAL SHED N&0 - NAIL DISK CIF -CHAIN LINK FENCE f - NUMBER CONC - CONCRETE O - OVERHEAD ELECTRICAL Band surveying, inc. -� Ao STAT�O$` I�tTR1�A CBW - CONCRETE BLOCK WALL JX ON LINECM - CONCRETE WALKWAY pCCONCRETE MONUMENT POS -POINT OF BEGINNING m ND. 6124 Q CP - CONCRETE PAD PO C - POINT OF COMMENCEMENT N CW - - POINT OF CURVATURE w co - COVERED PP - POWER POLE . 4515 Curry Ford Rd. 0Nq DESC - DESCRIP71ON P&M - PLAT & MEASURED Suite C DW - DRNEIYAY R - RADIUS DE - EASEMENT EASEMENT R/W - RIGHT OF WAY Orlando n. 32812 Andrew Perry P.S.M. VP -EDGE OF PAVEMENT _ TYPICAL EASEMEM PH. 407 896 4557 Professional Surveyor & Mapper 16124 FFE - FINISHED FLOOR ELEVATION UB - UTILITY BOX FAX 407 277 3778 "NOT VALID WITHOUT 1HE SIGNATURE AND THE ORIGINAL FND - FOUND WT - WOOD FENCE -Mail ..+' RAISED SEAL. OR THE ELECTRONIC SCMTURE AND SEAL IP -IRON PIPE y _ GUY WIRE ANCHOR Maplandsurvey6en.rr.com LB #70841 OF TH6 FLOMDA LICENSED RAVE1'OR AND YAPPER." Item #BUILDDOORS VlWW*SHED-D00RS*C0M buf/d your doors today BUILD YOUR OWN SHED DOORS www.shed-doors.com Copyright 2013 www.shed-doors.com Material list (3)2x4x8' (2) 2x4x10' (11) 1x3x8' T1-11 or plywood cutouts from existing sheathing 3 pair shed door hinges 1 pair barrel bolts 1 door handle 1 lb. 2" Galvanized finish nails 1 lb. 3" Common nails 1 lb. 2" Common nails Safetv Be sure to read and understand the use of all power tools before use. Safety glasses must be worn at all times. Failure to do so may result in personal injury. NEVER leave power tools unattended when children are around Copyright 201.3 www.shed-doors.com Step 1: Rough Opening These instructions will show you how to install double 30" wide doors in a shed. Double 30" wide doors are suitable for most applications. Feel free to change the dimensions if you see fit. When planning where your shed doors will go, try to have the center of the door opening where two sheets of T1-11 or plywood meet. This allows you to use full cutouts for the doors Frame the opening so it's 60" wide and 75-1/2" tall. Middle of doors is where two sheets meet. Copyright 2013 www.shed-doors.com Step 2: Lay out frames Using the floor of your shed, lay out the frames according to the diagrams below. The left door frame IS LARGER than the right side. THEY ARE NOT THE SAME SIZE. The doors will look the same size once they are finished, but the frames are not the same size. It's imperative that the OVERALL size of the doors match the dimensions shown, otherwise the doors may bind or not close properly. 30-3/4" 28-1/2" b C a 32-1/4" a a a Left Side Right Side 75" 75" b C b C Copyright 2013 www.shed-doors.com Step 3: Nail Sheathing With the 2x4's laying flat on the shed floor, Attach the T1-11 or plywood sheathing to each frame with 2"nails. Nail at a slight angle so the nails do not protrude. The size of each (d) is the same. Each is 29-3/4" wide and 75" tall. All edges are flush EXCEPT the right side of the left frame. The 2x4 should protrude 1" out. Copyright 2013 www.shed-doors.com Step 3: Install Frame Trim Install the 1x3 trim around the frame. The left and right side are flush. The TOP is W higher. Only put one finish nail in each end. DO NOT NAIL THE MIDDLE YET. This allows you to adjust the trim if you need to later on. Copyright 2013 www.shed-doors.com Step 4: Install Left Door Trim Install the 1x3 trim around the left door frame. The left side of the 1x3 trim is flush with the left side. The top and bottom should extend '/" beyond the frame and there should be 1" between the frame and the end of the 2x4 on the right side \4„ � 1„ h T g g h Xh 3/4" Copyright 2013 www.shed-doors.com Step 5: Install Right Door Trim Install the 1x3 trim around the right door frame. The right side of the 1x3 trim is flush with the right side. The top and bottom should extend %" beyond the frame. The left side should be flush with the T1-11 h g g h Copyright 2013 www.shed-doors.com Step 5: Install Doors Install the hinges on the two doors. Then, install the left door into the frame. There should be 1/4" gap on the top and bottom between the doors and the header/floor. Use ONE SCREW at the top and bottom to temporarily secure the left door. Install the right door next in the same way. There should be about 3/8" gap between the two door frames. Adjust as necessary and install the remaining hinge screws. Next, nail the top trim in place. There should be %" gap between the doors and the trim. Finally, install the barrel bolts and the door lock. 1/4" W T 3/8" Copyright 2013 www.shed-doors.com Material Layout/Dimensions 0 C 0 X X lq- IT X cd Cu �O 00 Cb X X X d- X X X cu � cu c C b a s a a b b CO C7J Cb 00 Q7 Cb m m 00 CC) co X X X X X X X X X X X X X X X X X X X X X X J � h e e f g g 9 J k h h Copyright 2013 www.shed-doors.com 10 Material Dimensions a) 2x4x75" b) 2x4x23-3/4" c) 2x4x21-1/2" d) 29-3/4"x75" e) 1x3x77-3/4" f) 1x3x65" g) 1x3x76-1/2" h) 1x3x24-3/4" j) See Dimensions k) See Dimensions Copyright 2013 www.shed-d6ors.com 11 5/19/2018 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Date Submitted 04/23/2018 Date Validated 05/01/2018 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNIgxl Yu8CKDJRgAdD4mP7T5SzbA%3d%3d Year 2008 1/3 5/19/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 05/03/2018 Summary of Products FL # Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48" x 77" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC R-PG50-48x77.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R16 II Bldr Vinyl Tilt SH FBC Installs 48x77 SS 2017-06-13.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R16 AE PER4868 SS 2017-06-13.pdf Created by Independent Third Party: Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC XX R-PG50-84x57.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R16 II R-PG50-84x57 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R16 AE PER 3076.pdf Created by Independent Third Party: Yes 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC XXX R-PG50 108x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R16 II BV- Triple TSH CHS PG50 108x74 SJW2012-014 Nail Fin 5-25-16.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109" x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC XOX R-PG50-109x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R16 II XOX R-PG50- 109x74 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R16 AE PER 3077.pdf Created by Independent Third Party: Yes 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36" x 84" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC R-PG35-36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/20/2019 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R16 II R-PG35- 36x84 Nail Fin Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75" Annealed Insulated Glass https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNIgx1 Yu8CKDJRgAdD4mP7T5SzbA%3d%3d 2/3 5/19/2018 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC R-PG50-52.125x75.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R16 II R-PG50- 52.125x75 Installation Instructions.a Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R16 AE PER 3079.pdf Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48" x 72" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC R-PG35-48x72 DP-40 Cert New.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 06/25/2023 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R16 II R-PG35-48x72 DP- 40 Installation Instructions.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R16 C CAC R-PG50-36x72 DP-55.p-( f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Installation Instructions Other: FL14104 R16 II Bldr Vinyl TSH FBC 36x72 AT 2016-10- 20.pdf FL14104 R16 II Bldr Vinyl TSH FBC 36x72 SS 2016-10- 20.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R16 AE PER4544.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eC hxk Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNlgxl Yu8CKDJRgAdD4mP7T5SzbA°/a3d%3d 3/3 4" MAX. 8" O.C. MAX. FROM THRU FIN CORNERS 8" O.C. MAX. THRU THRU FIN !C N F— S L7 2 0 0 Z 3 WINDOW WIDTH (48" MAX.)----] TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1" 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. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the 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/resourr.es/installation. 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. ,AS TESTED, 2X WOOD FRAME MIN. DISTANCE FOR EDGE: 3/4' FRAME SECTION (TYP) VERTICAL SECTION NOTE: — Een.een -[.l Fl, q a W.d OF iLg MIN. DISTANCE FOR EDGE: 3/4" WOOD FRAME NAIL FIN INSTALLATION MIN. DISTANCE FOR EDGE: 3/4" 2X WOOD FRAME ---� 1" MIN. EMBEDMENT 1/4" MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk Oeiw Nailing Fl"e 6 Wood Opening. Max Frame OP RATING IMPACT 48" x 72" +35/-40 1 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 E1300. 3. At minimum, glazing shall be 2.2mm - 2.2mm annealed insulating glass. 4. Use structural or composite shims where required. PROJECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: J. Kantola APPROVED BY: P1 0 4�9 IDENTIFIER No. NCTL110-17141 DATE: 09/04/2014 3737 Lakeport Blvd SCALE: I Falls, OR. 97601 NTS JELEMENKlarnath Phone: (800) 535-3936 Builders Vinyl (V-2500) Tilt Single Hung NAME AND LOCATION: IA , Florida Building Code Online Page 1 of 2 'Search BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links I FI dda Product Approval ra � us..: Public User P]t�Xp Product Auor-al Menu > Product or Application Search > Application List > Application Detail • Ir; j'' FL # FL10124-R20 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800)766-3411 Tech nicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/20/2018 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10124 R20 COI 2017 01 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 TAS 107 1995 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbd... 12/14/2017 , Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/20/2017 09/27/2017 09/28/2017 12/12/2017 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R20 II 2017 09 FINAL ER GAF Asphalt Shinples FL10124-R20.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R20 AE 2017 09 FINAL ER GAF Asphalt Shingles FL10124-R20.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChx Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbd... 12/ 14/2017 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 EVALUATION REPORT GAF Evaluation Report 01506.01.08-1122 1 Campus Drive FL10124-1120 Parsippany, NJ 07054 Date of Issuance: 01/03/2008 (800) 766-3411 Revision 22: 09/20/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinityI ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: f Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/20/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4 / 1507.1.1, Physical Properties ASTM D1970 2015 R905.2.3 / R905.1.1 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL(TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 OINK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/OS/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R22 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 2 of 6 Entity Examination Reference Date UL(TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 11/11/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 11/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 11/01/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax®, Royal Sovereign° and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® II, Fortitude", Glenwood", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShieldTM, Monaco®, Sienna®, Timberline® American Harvest®, Timberline® ArmorShieldTM II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge® ArmorShieldT" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, U.C. Evaluation Report 01506.01.08-1122 Certificate ofauthorization#9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 3 of 6 V�TRINITY I ERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch'" Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatch'" are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd =150 mph (V,it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. ➢ Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 CertiJicote oJAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 4 of 6 TRINITY I ERD 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5" Sealant 1" (292 mm) 1" Sellante (25 mm) (25 mm) Enduit d'etancheite ,F _i • 12' Nail (305 mm) Clavo 6 5/8" - 7 5/8" Clouer (168 - 194 mm) 12' (305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 11151 seatam 1 (292 mm) 1 ` setlor" (25 mrn) (25 mm Gnduft d' tandi i0bb —P Non QM Mum (105 mm) er (229 minl U I 1.20 —C305 mm) 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R22 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 5 of 6 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 6 of 6