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HomeMy WebLinkAbout801 Escambia Dr BR18-002501 - Garage with CarportCITY OF 11 Building & Fire Prevention Division PERMIT APPLICATION FIRE ()UPART11,4ENT Application No: T 9--5 Documented Construction Value: Job Address: 801 Escambia Drive, Sanford, FL 32771 Historic District: YesF-]NoFv-/] Parcel ID: 31-19-31-508-1900-0010 Residentialw] Commercial Type of Work: Neww] AdditionEl AlterationRepair E]Demo E]Change of Use[_] Move Description of Work: Two -car detached garage with Carport Plan Review Contact Person: Kevin R. Cooper Phone: Name Street: Fax: Title: Email: trinkc0201 @gmail.com Property Owner Information Kevin R. Cooper& Tracey Rumbelow-Cooper Phone: 321.662.2425 801 Escambia Drive Resident of property? : Yes City, State Zip: Sanford, FL 32771 Name Self Street: 801 Escambia Drive City, State Zip: Sanford, FL 32771 Contractor Information Phone: 321.662.2425 Fax: State License No.: Architect/Engineer Information Name: Jeffrey Rogus Phone: 512.296.3952 Street: 141 Walnut Crest Run City, St, Zip: Sanford, FL 32771 Bonding Company: Address: N/A Fax: E-mail: jeff.rogus@gmaii.com Mortgage Lender: Wells Fargo Home Mortgage Address- P.O. Box 10335. Des Moines, IA 50306-0335 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, beaters, 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: 6(h 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 ofthe 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 [CC 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. 3.13.2018 Signature &OwnedAg6nt Date Tracey Rumbelow-Cooper Print Owner/Agent's Name 31 it MMMA 1111111001AMMMU Notary Public, State of FW& ComMiaalW FF 921926 My COMM. r*es Sept. 27,2019 3.13.2018 g, ure of ontractor/ gent Date Tracey Rumbelow-Cooper Print Contractor/Agent's Name of Notary -State _-fFlorida 11ILMANVOLA "O,"1111"R Notary Public, We Of FWW i0xiMMiss" FF 021M My otxnnt e>gskae SIPL 27,2019 Owner/Agent is _-,Personally Known to Me or Contractor/Agent is Uf-Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[2/ Mechanical[] Plumbing[ ( Gas[:] Roof[] Construction Type: V Occupancy Use: k_X Flood Zone: Total Sq Ft of Bldg: /0 4 ? Min. Occupancy Load: Z— - # of Stories: ( New Construction: Electric - # of Amps I 0io Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No ER' #of Heads Fire Alarm Permit: Yes[] NoE] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: :E COMMENTS: 09 a n ot ex- f-,F4 Qi 6fA;1d;,u w '4-4 Sic LA-eLi 4o-1 /t# -0, , aau 40,4 dr*fi S'"th an Revised January 1, 2018 Permit Application a THIS INST MENT PRE S? BY: Name: V iV :1 P Address: i NOTICE OF COMMENCEMENT Statei of Florida County of Seminole Permit Number: 1 ET "-'a0) 1 1111111111111111111111111111111111111111 CiRf'3NT NALOY' SEMINOLE COUNT`, D,Kii`. fif [l:f'C:LJTTQI C OURT & ;Oi1F TROLl_Efi CLERK'S 2013066273 EG:.C(liliE.lt 1.16/11f201 f34ki'f).a21 PH ECi)Rt?L:L 1,Y hidevart 0ParcelIDNumber: ( q OC ( ' The undersigned hereby gives notice that improvement will be made to certain real property, and in acco a`w' Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. t'` AfDESCRIPTIONOFPROPERTY: (Legal description of the property and street address if available)` rQ/ Ca 1%f le rti (!I tin ad -e GENERAL DESCRIPTION OF IMPROVEMENT: c C) 2 Cc OWNER INFORMATION: Name: )-N..t) ( "1 ccc /,) _ Address: S C ck6 C (> Fee Simple Title Holder (if other than owner) Name: Address: CONTRACjOA n11 Name: )C 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 TQ QWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to h best of my knowledge and belief. oWner3 cJ gnature Owners Printed Name Florida Statute 713.13(i)(g): " The owner must sign the notice of commencement and no one else may be permitted tosign in his or her stead." State of T7ICif ( County of ! 1 j The foregoing instrument was acknowledged before me this day of t i i ` 2d a by Who is personally known to me Name of person mliking statement t— / OR who has produced Identification ©" type of identification produced: t L... Rro ANNETTE BLANO EkCL'VLO Notary Public . State of Florida D'- Commission # GG 060623 Notary SignatureMyComm. Expires Jan 16, 2018 SCPA Parcel View: 31-19-31-508-1900-0010 Page I of 2 4Rerord Card P 6f o pafcel 508-1900-0010 ROA Pmperty Addrcs ,MBtA DR SANFO RD FL 32-1, -71 Parcel Information Value Summary Legal Description LOTS 1 + 2 +W17FTOF LOT LESS S 12 FT FOR ALLEY) BLK 19 2ND SEC SAN LANTA PB 4 PG 40 Taxes Taxing Authority Assessment Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 65,693 58,850 Depreciated EXFT Value 288 300 Land Value ( Market) 31,255 25,004 Land Value Ag pus J 97,236 84,154 Portability Adj Save Our Homes Adj 16,486 5,065 Amendment 1 Adj 0 P&G Adj 0 0 Assessed Value 80,750 79,089 Tax Amount without SOH: $814.56 201 7, A $718.12 Save Our Homes Savings: $96.44 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 80,750 50,000 30,750 80,750 25,000 55,750 80,750 50,000 30,750 80.750 50,000 30,750 80,750 50,000 30.750 Description Date Book 1,,_... ............... Page Amount Qualified Vac/Imp QUIT CLAIM DEED 111/2018 090610 0579 29,100 No Improved WARRANTY DEED 2/1/2004 6 0601 107,000 Yes Improved WARRANTY DEED 9/112001 1< 1 0442 79,900 Yes Improved SPECIAL WARRANTY DEED 211/2001 QAq-L? LLL' 56,000 No Improved SPECIAL WARRANTY DEED 11/1/2000 3979 011 100 No Improved CERTIFICATE OF TITLE 10/1/2000 03948 0009 100 No Improved WARRANTY DEED 5/1/1996 0,8 0646 46.000 Yes Improved Flod coltp" arabie sMes Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 133,00 126.00 0 250,00 31,255 http://pareeldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=311931508190000 10 4/17/2018 OWNER BUILDER STATEMENTAFFIDAVIT 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 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 I 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. 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 k 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. 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. 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.conVdbpr/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. Property Address: CM' f 0- a, kl-) b i, C." do hereby state that I am qualified and capable of performing the requAted construction involved with the permit application tiled and agree to the conditio specified above. Signature of Owner -Builder Date Form of Identification M6st be Photo ID) A violation of this exemption is a misdemeanor of the first degree pun ishal$e, byo-t m of imprisonment not exceeding I 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 REQUIRED INSPECTION SEQUENCE K,Tt AMWI-5w Bluff Max Insl2ection Desc!22fion. Footer / Setback Stemwall Foundation / Form Board. Survey Slab [Mono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing — Walls, Sheathing— Roof A10 Roof Dry In SO Frame Insulation Rough In Firewall, Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar vo Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Buildin Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Mn Max- Inspection Description Electac, Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I- , " 11 iii 0=UTMMT- Furl - , Mechanical Roug Mechanical. Final Gas Undt Gas Roug Gas Final REVISM: Tune 2014 rs a rr Now—, Legal Description Lots I and 2, and the West 17feet of Lot 3, Block 19, LESS the South 12 feet thereof, 2ND SECTION SAN LANTA, according to the plat thereof, as recorded in Plat Book 4, Page(s) 38, 39 and 40, of the Public Records ofSeminole County, FL. Community number: 120294 Panel. 0450, Suffix: E F.1 RM. Date. 912812007 Flood Zone: X Date offield work. 41112013 Completion Date: 41112013 Certified to: Kevin Cooper, Tracey Cooper, Legacy Title of Central Florida, LLC; Stewart Title Guaranty Company; Wells Fargo Home Mortgage, its' successors and/or assigns. p-L NILAN _47 ITA SM SEC,-' CLAA F ARMS RE"T SANLANTA ENID 5iicl 4 1- IHEllL 177 7 7 N, 171" L OCA T1QN!2K_ELC_Y Not to Sca/6 Property Address: 801 Escambia Drive Sanford, FL 32771 PAGE I OF 2 (NOT VALID WITHOUT PAGE 2) Survey number. SL 130393 LEGEND Asphalt E.O.P. Edge of Pavement P.B. Plat Book Centarline E.O.W. Fdge ofWater P.O.B. Point of Beginning A Central Angle/Delta EL Elevation P.O.C. Point of Commencement Concrete ENCR Encroachment P.C.C. Point of Compound Curve UFM Covered Area 10,05 Existing Elevation RC. Point of Curvature Electric Box F. Field PI Point of Intersection Una Break Not to Scale M Field Measured P.R.C. Pointof Reverse Curvature FL Property Line F.F. Finished Floor P.T. Point ofTangency 0— Wire Fence FID, Found RO.L. Point on Una 0__ Wood Force Fc,M, Found Concrete Monument RP Power Palo A/C Air Conditioning RI.P. Found Iron Pipe RAD Radial B.R. soaring Reference F.I.R. Found Iron Rod R. Radius (Radial) B.M. witch Mark F.N. Found Nail R/W Right ofWay CATV Cable I'llsor F.P.K. Found Parker-Kalon Nall R.O.E. Root Overhang Easement C. Calculated L Length S.I.R. Set Iron Rod & Cap C.L.F. Chain Link Fence L.B. Licensed Bushoss S/W Sidewalk CH Chord M.H . Manhole TEL. Telephone Facilities CB Chord Bearing N&D Nall & Disk TD,K Temporary Bench Mark CONC, Concrete N.T.S. Not to Scale T.O.B. Top of Bank C'M , concrete Monument Q.R. Official Records TX Transformer D.B. Dead Book O.R.B. Official Records Book TYR Typical D. Description or Deed OHL Overhead Lines U.E. Utility Easement D.U.E. Drainage & Utility Easement PG. Page W.M. Water Motor Q.E. Drainage Easement PVMT. Pavement W.C. Witness Corner D.H. Drill Hole RC.R Permanent Control Point W.F. Wood Fence DAM Driveway P.R.M. Permanent Refsronoo Monumqrd ESMT Easement P Plat GENERAL N(YFES 1. Legal description provided by others. 2- The lands shown hereon were not abstracted foreasements orother recorded encumbrances not shown on the plat. 3. Underground portions of "ngs, foundations or other improvements were not located. 4. Wall ties are to the face of the wall.' 5. Only visible oncroachments'Mcatoo, 6, No Identification found On Property car unless noted. ' **1 7. Dimensions shown are piq artdmlea unless otherwise noted. 8. This isa BOUNDARY SURVEY L sealed' lless 9. Not valid unless surveyors amtaossad so 10. Whore plat or dead tb)*o Vc.Ijo measured, this shall hearings, unless noted a 11. All lines are not rradlal unless f mated:' thomey c4rmy that this alriw is at Ralph 12. Unless otherwise noted, flood ZOM information provided by others. 13. Septic tank and/or draintield locations are approximate and MUST be verified by appropriate utility location companies, 14. Survey is. for reference only unless signed and sealed by a Florida Registered Land Surveyor. 15. All lines are not rectal unless otherwise noted. does not Indicate an update. Ity aocorclance with he9Wn1ff!5M*1N Smirdards promulgated c1;-A" r-tnA&Aho.W1bLPmfessionaJ Land 4P - Florida Statutes. 3e91sterw! Land SuVWW Na.34 B.71,32 0 a all May 10, 2018 Kevin Cooper 801 Escambia Drive Sanford, FL 32771 RE: Variance request to reduce the side yard setback requirement from 10.0' to 5.0' for an accessory structure at 801 Escambia Drive. Tax Parcel Number: 31-19-31-508-1900-0010 Dear Mr. Cooper: On May 1, 2018, the Administrative Official, pursuant a April 24, 2018 recommendation made by the Development Review Team, approved the Variance request to reduce the sideyard setback requirement from 10.0' to 5.0' for an accessory structure at 801 Escambia Drive. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 3 1st day past the date noted above. If you have any questions please do not hesitate to call this office. Respectfully, CITY OF SANF9RD Eileen Development Services Manager EH/JG T:\Development Revicw\1 I -ART Agenda-CovvrMemos\DRT-Legal Ads & Letters-Variance\2018\801 Escambia Drive -VarianceApproval Lettor.doex Jeff Triplett Art Woodruff Velma H. Williams Patrick Austin Patty Mahany Norton N. Bonaparte, Jr. Mayor District I District 2 District 3 District 4 City Manager City Hall, 2nd Floor - 300 North Park Avenue - Sanford, FL 32771-1244 - PO Box 1788 - Sanford, FL 32772-1788 p,407.68&5140 - f,1107.688,5141 - sanfordfl.gov in t i i, r w;`v t r y tt f Gw c ..,;, kLr 7 1 • t tac " „tR$.Tb l • x 4l`,6i3,7 ii ttut'rEtiin, cttili„czarft MAGNOLIA HEIGHTS SCALE: t`—JO 0X +o Ca,4 Sl-lura- a s, ok c c e-,S"cae r REMAINDERb(4; fdt t+ tfh Vie# t a x +u! REh4r tlrtt7EF? trMpa toT l LOT f yr orl,dA -t 4&.V.*t r f: i i Bf. OCK I F ,34 BLOCK 19 PORrON ROR1ch, si REi}'Q/'I.ti` Y,G E t LOT r+,r. G is g s F c 6LO R to 1, 'K F - .._ _. LOT I i BLOCK 19 Le) OW STORY I " y I ISSWSCOW 1 l 1 ipry r.00 l1 t I an ESCAMBIA DRIVE MOCK GORWIA, Proper4, Addre s: 801 Escambiaa .Prtue art ard, H 3 771 PAOE 2 OF 2 (NOT VALID WKQUT PAGE 1) AYurmy at : K'Vf. 1303+ EGENn GENERAL NOTES 5j mpow OF" r of t kB. P*1 Plook 1.. f 4 *d 4 12, U .... . rftN . f'1 POW, rmd WAft c "o E.O.W.of Vfttw P.Q.5, Point of EleginrOng 7 Qr . an iveon -mt Intwmancon pmvkwd ov 01 terasrW,A"vW000 FL FVw",m IRCL 4 Polhill of 13. Sepinc * amWor drarfnS*d IrrmSorm am Comm*EN OR Hicmachmont r?4 . Fctillhr rrf COMPWrd Ctirxa emmrbmnm no 00W on tf v P* vpn4,T.W aria SZ? he willad bN Covered A,"t t MW ExivOig VWWOon PC, PO?m of Curveium 2- ll find lam• ri , ,_ . rt r o,"trti9' !mon t location cor'f4w, .. arx F. Field tar P 041t of triorsoclion or m wera to ." i't auNey; fmt reftronft *my t, mA k 'No1: $c*le m rkria!l and P R,C Po'" of mgmmGu ttare 4. Vft'O lies u@ to lha face of tit@ w L . a Fra. i to Rrr sdrdr#4 L o f n r'a4t rtj I'.. R,1 rime . P.i: Po" ar.t Crra r mr sr+aso*t rrUW !faftlura sltterlAte wir4 Fome P ta'tr4 Ro-1 PoJv an u: tt, to 1d on " YUtt rat. wf arn m Mod Par", Air C FC,kf. F.1 rouno Cor mle momimnt Found Imn PI tfr: RAO P~ Path PacAml uMA"mW t7irn xrz et>t shown gstH p wilt? *t ommn ledrdlioWioPA +• 1 Foum Iran Rod Pia t d ri m cl a R Y v Ladd 1 rsa b Mark N, Fcur4 Not RM W41fttdWAy t aa rf Ftl ur " ry d lnld t TV Cho. Rlsw P. PK, Fou" Pamer-KWto Not R. J.F. f O O Fasam@M 9, Not v slid [ m seaW , e t"* claimiew L SJ, R. SO Iton Rod & QW summyorestt<smw c1l;4t. J G , , 7 L f1. t. o nm _. sm sladmIatIc 9 0. Wirwe Pm or d 4mistingyp orct m"k. IA*nWe Tn, ephona ritclWas moosured, this shed us Clint eaafhv NAD Nail & N* TAM. Tenvuiwy Dur cm ttt@r t vnm nGW NC, concrWiv NX4 Not to Scalit TOR, , Top 6f tank r 1. A11 lines wo cat radW unm A. momirmnt 0, R- e1s Ix Tmrmtr;m w t. t aNMW} S.. Owd Dot* F'1:.".. f4ptpokai p 4 t.iR.t.i%" I4aQ}k 1!!: l Pfcal 0rviin r or D400 Oma. Qywtwaa Lines tt„ L,4110 n. I--, Inaipre & tlti t Asa , rt FaGaPaw 6t-W. mina @sett ttr PWTM rWr WCY ne a ,er 1.Link Ho* la c"P W F. Wand Farca' Vorlvmw P.R. V, ms cl+ tf r± MT 17rnaa" FINt h item SeatTruss 1 102.141458.03720 CJ5 3 1021:1458,17103 A01' 5 102A$81458.50593 EV 7 102.1:1459.14337 HJ7 9 102.18.1459A4363 01A 11 102„ 141600.02460 CJ51 13 102.10600,13713 CA1 15 102,181'SM23837 CJ3 17 102.10A600.43083 71 19 102.15.1501,079a0 Ps ttem "sw 4 Tntss 2 102,18,1458,10877 CA 4 102.181458.24270 CJ3 6 102.18.1458.55223 A03 8 102.18.1459.37973 A04 10 102A 8A4%54543 EJ8 12 102.18,1500.06730 CJ31 14 102.18.1600.16927 CJ12 16 102.18.1500.30960 CJ2 18 102,18.1500.53280 02 Job Number: 18754 Ply 1 SEQN 137865 J T5 JACK Cust R408 JRef 1 Wa24080022 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Qty: 4 FROM CH DrwNo: 102,18-1458-03720 Truss Label: CJ5 FV BAF 0411212018 C. 4.5 as cal N Cf> B N A r D I_ 2X4(A1) 51 5' Loading Criteria (psf) ' Wind Criteria Snow Criteria (Pgpf in ESP) Detl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA CY NA CAT NA; PP Deflection in loc L/defl L/# Loc R U / Rw / Rh J RL / W TCDL: 7,00 Speed: 139 mph Pf NA Ce NA VERT(LL) NA B 260 / / 144 / 50 / 8.0 BCLL 0,00 Enclosure: Closed Lu NA Cs: NA VERT(TL NA D 88 /- / 56 ! - (- ! 1.5RiskCategory: IIBCDL10.00 g ry EXP. B Snow Duration: NA HORZ(LL): 0.005 D C 117 / 32 / 38 (- / - / 1.5 Des Ld 37,00 HORZ{TL): 0.009 D Wind reactions based on MWFRSMeanHeight: 15,00 It NCBCLL 10,00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit 2,00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,266 D Min Brg Width Req = - Load Duration: 1 25 MWFRS Parallel Dist: 0 to hJ2 TPI Std: 2014 Max BC CSI 0 220 C Min Brg Width Req = Bearing B is a rigid surface. Spacing 24-0 " G&C Dist a: 3.00 ft Re Factors Used: YesR Max Web CSI: 0 000 Loc. from endwall: not in 4.50 ft FTlRT:0(0)J10(0) Members not listed have forces less than 375# GCpi:0,18 PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1114 21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord Provide (2) 16d common(0.162°x3.5") toe -nails at bottom chord. ti r Si ffN } '4i •. ENk o q yi 0 waxmitim,w, 04J 12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg_ shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, by TPI and SBCA) fbt sa ety practices prior to performing these functions Installers shall provide temporarybracingperBSI_ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattach8drlgtdcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsections83, B7 or 91 Q asapphcatrgfeApplyplatestoeachfaceofptrussandpositronasshownaboveandontheJoinfDetails, unless noted otherwise. Refer to drawings16RA-Z for standard plate positions. Alpine, a division of ITW Build in Components Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss m conformance with ANSI PI 1 • or for handlin, shippin , nstallaticin and bracing of,trussesA seal on this drAwir g or cover pagge , listingthisdrawinggindicatesacceptanceofpiaessonaengineeringresponsibitttysolelyforthedesignshown. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. 6750 Forum Drive Suite 305 Orlando FL, 32821 moreinformationseethisjob's general notes page and these web sites: ALPINE. www.aipinerw.coin, TPI. www. tpinst. Ord SBCA: wwwsbcindus" coin ICC. www. iccsafe. Job Number: 18754 Cooper Garage Add- /Cooper Garage Add. -Kevin Cooper Truss Label: CJ1 Loading Criteria (psf) TCLL: 20.00 TCDL 7,00 BCLL: 0,00 BCDL: 10,00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: t25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: It EXP:B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Snow Criteria (Pg,P(in PsF) Fig NA Ct NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2017 RES TPI Std. 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0-162" x3.5) toe -nails at bottom chord. Ply 1 SEQN 137866 / T7 ,JACK Cost: R408 JRef 1Wa24080022 Qly 4 FROM CH DrwNo: 102 18 1458 10877 FV / BAF 04/12/2018 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL) NA HORZ(LL). -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI 0,100 Max BC CSI: 0.011 Max Web CSI 0.000 VIEW Vec 17.02.01A. 11 14.21 W 14-4! E FMA«ftA4 y •#f'Py.. 4 e c.708 T Q ioPa A p COA t!0' 8/10N 1.. 04/ 12/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 148 /32 /86 /- /16 /&0 D 10 /4 /12 /- /15 C -13 /13 /12 f- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1-5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shlApin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation. byv TPI and SECA) fbr safety ractices prior to performing these functions Installers shall provide temporarybracingperBSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prof erlyattachdngidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebrqmqQinstalledperBCSIsections ¢3, B7 or 910asappIcaeApplylatstoeachface_of truss and position as shown above and on the oinl Details, unless noted otherwise. Refer to drawings 160A-Z for s an and plate positions. Alpine, a division of ITW B ildgin omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build thetrussmconformancewith'Al [I 1, or for handlinj shippm , installation and bracing of,trussesA seal on this dr wirig or cover pagge , - listing this drawing indicates acceptance of pro"essionalq engineenn responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIITPI1Sbc.2. For more information see this lob's oeneral notes page and these web sites. ALPINE: www.aloineaw. corn: TPI. www. tomst. oro SECA wwwsbcmdustrv. cnm. ICC. www iccsaf ALPINE 6750 Forurrt Drive Suite 305 Orlando FL, 32821 q Job Number: 18754 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Trussruss Label: A01 I ao A 2X4(Al) 6'7*'5 67'5 12 45 44"l 1 4X4 D 2X4 C H 5X6 22' Ply 1 SEQN 137867 / T3 COMN Cust: R408 JRef lWa24080022 Qty 11 FROM CH DrwNo 102 18 1458 17103 FV / BAF 0411212018 15A" 11 22' 4'4" 11 67"5 2X4 E 2X4(Al) 22' Loading Criteria (psn Wind Criteria Snow Criteria (Pq Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 20,00 WrtdStd: ASCE7-10 Fig, NA Ct NA CAT NA! PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7,00 Speed.139 mph Pf NA Ce NA VERT(Ll_): 0,060 H 999 240 B 884 /104 1436 /76 180 BCLL 0,00 Enclosure: Closed Lu NA Cs NA VERT(TL): 0 161 H 999 180 F 884 /104 /436 /8,0 BCDL 10,00 Risk Category: 11 Snow Duration NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des Ldi 37.00 EXP:B HORZ(TL) 0.038 H 1 B Min Brg Width Req = 1 5 NCBCLL: 10.00 Mean Height 15.00 ft TCDL 4.2 psf Code / Mise Criteria Creep Factor 2.0 F Min Br Width Re = 1,5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code FBC 2017 RES Max TC CSI: 0A20 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI: 0,813 Members not listed have forces less than 375# Spacing: 24,0 C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI 0,248 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpL 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02,01A, 1114,21 B - C 428 -1630 D - E 337 -1248 Lumber C - D 337 -1248 E - F 427 -1630 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Maximum Got Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens Comp. Chords Tens, Comp Wind B - H 1482 -330 H - F 1482 -344 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design, Webs Tens,Comp. Webs Tens, Comp C - H 178 -415 H - E 178 -415 D - H 651 -124 COA flo ii;IiIiiitz.uin, in 04/1212018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporarybottomghordshallhaveaproerlyperBCIsectionsB3B7or910inlessnotedotherwise. Pefer to' Alpine, a division of ITW Build omponrnts Group Inc. shall not be responsible for any deviation from this dr?vvinapfailure to build the trussinconformancewithAW1011, or or handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page listingthisdrawin, indicates acceptance of pro) essiona engineeringresponsibili solely for the design shown. The sui0bility anduseofthisdrawingforanystructureisIfheresponsibilityoftheuildingDesignerperANSIfTPIISec.2. or more information see this iob's general notes vacte and these web sites ALPINE www aloineitw corn, TPI www toinst oro SBCA www sbcindLJSIFV COM (CC w4w [CCSaf RION 6750 For -urn Drive Suite 305 Orlando FL, 32821 Job Numberc 18754 W m Ply- 1 SCQN- 137868 ! T6 ^ JACK s Cust R408 JRef: IVVa24080022 Cooper Garage Add. /Cooper Garage Add -Kevin Cooper Cry 4 FROM CH DrwNo: 102,18 1458.24270 Truss Label: CJ3 FV BAF 0411212018 12 C 4.5 t 101611 00 1 N B -- r fA 9t4„ /L11 ., Qt y 2X4 a1 30 31 Loading Criteria (psf) ; Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT NAPP Deflection in loc L/defl L/# hoc R / U / Rw / Rh / RL t W TCDL, 7,00 Speed: 139 mph Pf NA Ce: NA VERT(LL) NA B 191 / 23 / 107 1 - / 33 / 8 0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 /_ / 33 l - / 1.5 BCDL: 10,00 Risk Category. II Snow Duration NA HORZ(LL): 0-001 D C 63 / 17 / 19 / - / 1.5 Des Ld 37.00 EXP B -- HORZ(TL) 0 001 D Wind reactions based on MWFRS NCBCLL. 10,00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Reg = 1.5 TCDL: 4-2 psf D Min Br Width Re Soffit; 2.00 gCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.102 g q = } Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 C Min Brig Width Reg = Spacing: 24.A " C&G Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. i Loe, from endwalC Any FT/RT:0(0)110(0) 1 Members not listed have forces less than 375# GCpi: 0,18 PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A 1114 21 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 16d common(0.162" x3.5') toe -nails at top chord. Provide ( 2) 16d common(0.162" 0.5") toe -nails at bottom chord. 44tftti t7tttiatE p tA{ • `, fie%• a a. yaa•a RrMTa ¢f{ R k s S i ' ° RMP ro I rt i awa 04/ 12/201 & WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shitapin installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'rsafety r'acticesprior to performing these functions installers shall provide temporary braclnperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro aerly attachdrlc1idcellLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, asapplicableApplgyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to ALPINE drawings160AZforstandardplatepositions. Alpine, a dlvislan of ITVVBuild1ng, omponents Group Inc- shall not be responsible for any deviation from this drewin any failure to build the w a trussInconformancewithAN51/T l 1, or for handlia shipping, Installatl0n and bracing of,trussesA eai on thhis dr wing or cover pagge , , 6750 Forum Drive listingthisdrawingindicaasacceptanceofroiessionarnineenn99responsibilitysolelyrorthedesinshown. The sulFability guile For and use of this drawing for any structure is fhe responsibi itygof the tuilding Designer per ANSItTPI t S%c.2.305 For moreInformakion see this Ob's eneral notes age and these web sites: At-PINF_: www-al inerw. com: TPI'. www_t instore, SBCA. www-sbcindustr .coin: ICG ww .... dra. or Orlando FL, 32821 t Job Number: 18754 CooperGarage Add. /Cooper Garage Add. -Kevin Cooper Truss Label: EJ7 12 4.5 2X4(A 1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL 000 Enclosure: Closed BCDL 10,00 Risk Category. 11 EXP B Des Ld 37.00 Mean Height. 15,00 ftNCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h Spacing: 24:0 " C&C Dist a: 3.00 ft Loc, from endwail: not in 4.50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Ply 1 SEQN: 137869 / T8 Qly 5 FROM: CH 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA, PP Deflection in loc L/defi L/# Pf: NA Ce. NA VERT(LL): NA Lu: NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL) 0014 D HORZ(TL), 0,026 D Code t Misc Criteria Creep Factor 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.591 TPI Std: 2014 Max BC CSI: 0.447 Rep Factors Used: Yes Max Web CSI: 0,000 FT/RT:0(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02 01A 1114,21 Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 16d common(0.162"x3-5") toe -nails at top chord. Provide (2) 16d common(0 162" x3.5") toe -nails at bottom chord. A tJ, ,•°fir 9 « 01NA ., COA #Q `MtlOtitNa4 04/ 12/2018 C YI rk Q EJAC Cust R408 JRef lWa24080022 DrwNo 102.18-1458-50593 FV / BAF 04/12/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 333 ! 32 / 183 l - / 66 / 8.0 D 126 (- /81 /15 C 168 l46 155 l - 1-5 Wind reactions based on MWFRS B Min Big Width Reg = 1.5 D Min Big Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary, Criper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinct and bottom chord shall have a propperlydrigidceilinyLocationsshownforAermanentlateralrestraintofwebsshallhavebracingrnsteiledperBCSIsections63, 67 or B10ieApplyplatestoeachfaceortrussandpositionasshownaboveandontheJoinfDetails. unless noted otherwise. Refer to' Is 160A-Z for standard plate positions. a division of ITW Budd ng omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build theconformancewithANW110I1, or for hapoling shippin, installation and bracing of,trussesA seal on this drawing or cover pa e , this drawing indicates acceptance g p e15essiona engineering responsibility solely for the design shown. The suitabilityceofthisyawingforanystructureistheresponsibilityoftheuildingDesigrierperANSI/TPI 1 S16c.2. information see this job's general notes Rage and these web sites. ALPINE: www.alDinerw-corn. TPI: wwwloinst. oro_ SBCA. wwww sbundustrv. coin ICC- www.iecsaf ALPINE 6750 Form Drive Suite 305 Orlando FL, 32821 Job Number: 18754 Cooper Garage Add- /Cooper Garage Add. -Kevin Cooper Truss Label. A03 Ply: 1 $EON137875 / T2 HIPS Cust: R408 JRef lWa24080022 Oty i FROM CH DrwNo 102.181458,55223 FV / BAF 04/12/2018 9' 13' T 11 4' 4X6 4X4 D E 22 16' 3" 11 22' 3131, 11 5.8-5 TlO' 4 9'1"12 12' 10"4 22 _ Loading Criteria (psf); Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# trot R ! U Rw / Rh / RL / W TCDL 7,00 Speed 139 mph Pf NA Ce: NA VERT(LL): 0.066 J 999 240 B 884 / 106 / 440 t - / 65 180 BCLL: 0,00 Enclosure: Closed Lu: NA Cs; NA VERT(TL): 0.178 J 999 180 G 884 / 106 / 440 ! - 180 BCDL 10.00 Risk Category 11 Snow Duration: NA HORZ(LL): 0.024 1 - - Wind reactions based on MWFRS Des Ed, 37 00 EXP B HORZ(TL): 0.044 1 B Min Brg Width Req = 1 5 NCBCLL. 10.00 Mean Height 15.00 ft TCDL 4 2 psf Code / Mise Criteria Creep Factor: 2.0 G Min Br Width Re 9q = t 5 Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.320 Bearings B & G are a rigid surface. Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.673 Members not listed have forces less than 375# Spacing24.0 " C&C Dist a: TOO ft Re Factors Used: Yes pi Max Web CSC 0,123 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0) Chords Tens Comp. Chords Tens Comp GCpi0.18 Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver 17.02.01A.1114 21 B - C 4% - 1685 E - F 421 - 1393 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 04/ 12/2018 C - D 424 - 1403 F - G 496 - 1682 D - E 416 -1280 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens. Comp. B - J 1538 - 399 1 - G 1536 - 413 J- 1 1277 -283 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSfetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracingperBSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erly attachedriidceilinLocationsshownforpermanentlateralrestrainttafwebsshallhavebrcinqqinstalledperBCIsecbonsB3, 67 or 910 asapplicaaAppyplatestoeachfaceoftrussandpositionasshownaboveandontheoinfDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drowin9 any failure to build the truss inconformancewith =11 1 1, or for handim shipping, installation and bracing of trussesA sealon this drawing or cover pa e , . listing thisdrawingindicatesacceptanceofpro) essionaf en ineering responsibility solely for the design shown. The suit9ability and useofthise7rawingforanystructureistheresponsibi1,70 the Building Designer per ANSItTPI 1 Sec.2. or more information see this fob`s generalnotes bade and these web sites. ALPINE: www_almneaw. com. TPI: wwwtbinst. ora. SBCAwww shcindustry com ICC- e saf ALPINE 6750 Forum Drive Suite 305 Orlando FL.32821 Job Number: 18754 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Truss Label! HJ7 64" 64" 12 3.18 - 1'5" Loading Criteria (psf) Wind Criteria TCLL 20,00 WmdStd ASCE7-10 TCDL 7,00 Speed, 139 mph BCLL 0,00 Enclosure Closed BCDL 10,00 Risk Category 11 EXP BDesLd3T00MeanHeight 15.00 It NCBCLL O 00 TCDL 4 2 psfSoffit2,00 BCDL: 5.0 psf Load Duration. 1,25 MWFRS Parallel Dist 0 to h/2 Spacing, 24,0 C&C Dist a: 3.00 It Loc. from endwalli NA GCpi: 018 Wind Duration: 1 60 Ply I . SEON 137881 / T9 HIP- CusL R408 JRef 1VVa24080022 Qty: 2 :FROM (',If DiwNo 102 18 1459A4337 FV / BAF 04112/2018 9110,11 T61 D 2X4 C F 97' 31 97- Snow Criteria ( Pg. Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA!, PP Deflection in loc L/defl L/# Loc R U / Rw Rh RL I W Pf NA Ce, NA VERT(LL). 0.033 F 999 240 B 324 40 1 - 10 6 Lu NA Cs, NA VERT(TL) 0.090 F 999 180 t E 428 i 3 1- 11 5 Snow Duration: NA HORZ(LL) 0010 F - - I D 146 60 / - /1 5 1 1 HORZ( TL) 0019 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 6 Min Brg Width Req = 1 5 Bldg Code: FBC 2017 RES Max TCCSIi 0.606 E Min Brg Width Req = - TPI Std: 2014 Max BC CSL 0.668 D Min Brg Width Req = - Rep Factors Used: No i Max Web CSI: 0260 Bearing B is a rigid surface. FT/RT:0( 0)/10(0) Members not listed have forces less than 375# Plate Type(s)i Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A. 1114 21 Chords Tens.Comp. Lumber 8 - C 149 -650 Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP # 3 Loading Hipjack supports 7- 0-0 setback jacks with no webs, Wind Wind loads and reactions based on MWFRS. Additional Notes Provide ( 2) 16d common (0 . 162"0.5") toe -nails at top chord Provide (3) 16d common(O. 162"05) toe -nails at bottom chord. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - F 619 - 133 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, C - F 152 - 682 04/12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building mponent Safety Information, by'YPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary cing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly 3cherMtdceiIm,y,. Locations shown for permanent lateral restraint of webs shall hav 910 the installed perBCSInctionsB3, B7 or applica e. AppyOatestoeachfaceoirussandpositionasshownaboveandonIeJoinDetails, unless note otherwise. Refer to' wings 1 60A- Z for standard plate positions. me, a division of ITW Buildi oomponents Group Inc. shall not be responsible for any deviation from this drawing failure to build the as in conformancewithANSI11, or for handlia shipping, installation and bracing of trussesA seal on this dr wi g or ino this drawing, indicates acceptance of ) I cover essiona en responsibility solely for the design shown. Th. suitability I use ofthisrawingforanystructureisCoreoftheBuildingDesigrierperANSIITPII56c,2. more information see this iob's aerieral notes naue and these web sites ALPINE www ainineirw corn TPI — tri—t or. qR(.A — sh,.ndustry -r, ,,,.f 10— 6750 Forum Drive Suite 305 Orlando FL, 32821 Fj Nu.Mb.18754mber: Cooper Garage Add, /Cooper Garage Add, -Kevin Cooper Truss Label: A04 7' 7' Ply 1 SEQN 137878 1 T10 HIPS Cost R408 JRef 1VVa24080022 Oly 1 FROM: CH DrwNo 102.18,145937973 FV / BAF 04/12/2018 15, 22' 4' 4' 7' 4X8 2X4 C D E 224 7' I-12 Tl 0"4 T 10*'4 71"12 7' 1"l 2 ill 14'10"4 22' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfm PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 20,00 Wind Std ASCE7-10 Pg:NA Ct.NA CAT:NA• PP Deflection in loc L/defl L/# Loc R U /Rvv /Rh /RL I W TCDL 7,00 Speed 139 mph Pf. NA Ce NA VERT(LL) 0.182 D 999 240 B 1686 199 /_ /_ /_ 180 BCLL 0,00 Enclosure Closed Lu NA Cs. NA VERT(TL) 0 495 D 770 180 F 1686 199 / - I - / - 180 BCDL 10,00 Risk Category 11 Snow Duration NA HORZ(LL) 0 051 H - - Wind reactions based on MWFRS Des Ld 37,00 EXP B HORZ(TL) 0 095 H B Min Brg Width Req = 1.7 NCBCLL: O 00 Mean Height: 15.00 ft TCDL. 4.2 psf Code / Misc Criteria Creep Factor 2.0 F Min Br Width Re = 1 7 Soffit] Z00 BCDL 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI, 0 776 Bearings B & F are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.642 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0,236 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/10(0) Chords Tens Comp., Chords Tens. Comp. GCpii0,18 Plate Type(s)i Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A.1114 21 B - C 434 -3835 D-E 444 -4015 Lumber C - D 444 -4015 E - F 434 -3835 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Maximum Bot Chord Forces Per Ply (Ibs) We2x4 SP #3 Chords Tens Comp. Chords Tens. Comp. Loading B - J 3532 -387 1 - H 3566 -385 J - 1 3566 -385 H - F 3532 -387 1 hip supports 7-0-0 jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp, Webs TensComp, C - J 619 0 1 - E 539 -71 C - 1 539 -71 H - E 619 0 0-1 158 -462 04/12/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requiee extreme care in fabricating. handlin shipping, installing and bracing. Refer to and follow the latest edition of BGSI (Building Co TPinerBSI. Unless noted o herwise,top chord shall have properly attached structural sheathln9 and bottom Lord shall have a pro erly attached it _hIsapplica e Apply plates to each face_ofRtruss and position as shown above and on the JcintgDetails, unless noted otherwise- Refer to' cl,..' gAlpine, a division of ITW BXi% Pmponents Group Inc. shall not be responsible for any deviation from this dr?wina.an u failureto build the truss inconfrma.nce withN la 1 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wi q or cover page listin2 this rawing, indicates acceptance of pro essiona q I nfote inresponsibility solely for the deli n shoWn. The suit -ability bility Iqoanduseo is rawing for any structure Is the responsib the Building Desigrier per ANSI/TPI I Sic.2. For more information see this job's general notes pane and these web sites ALPINE www. abineaw com, TPI www tpinst ore SBCA www sbeindustry com [CC www iccsaf wcatav 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 18754 Ply 1 SEQN 137885 / Ti COMN Cust R408 JRef 1Wa24080022 Cooper Garage Add. /Cooper Garage Add- -Kevin Cooper City 5 FROM CH DrwNo- 102-18.1459 44363 Truss Label: A01A FV / BAF 04/12/2018 67 5 11' 154"11 22` 67'5 4'4" 11 44„11 675 4X4 D 6" 8 6" 8 2011' Loading Criteria (psf) TC LL: 20,00 TCDL: 7,00 BCLL 0,00 BCDL: 10,00 Des Ld 37,00 NCBCLL: 10.00 Soffit: 2.00 Load Duration 1 25 Spacing: 24,0 " I Wind Criteria Wind Sidi ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: It EXP: B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C& C Dist a: 3.00 It Loc. from endwall not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Snow Criteria (Pg. Pf m PSF) Pg: NA Ct NA CAT:W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/10(0) Plate Type(s): WAVE 1 1' 22' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0 058 H 999 240 VERT( TL) 0155 H 999 180 HORZ( LL) 0.019 H - - HORZ( TL) 0 034 H Creep Factor 2.0 Max TC CSI 0 340 Max BC CSI 0 737 Max Web CSI: 0.214 VIEW Ver: 17.02.01A.1114.21 04/ 12/2018 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 886 / 102 / 436 1- / 76 / 3.0 F 886 /102 /436 /- /- /3.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Con B - C 387 - 1490 D - E 306 - 1148 C - D 306 - 1148 E - F 387 - 1490 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1339 - 290 H - F 1339 - 303 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp D - H 561 - 94 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSfetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracingperBSIUnlessnotedotherwise,top chord shall have properlyY attached structural sheathingg and bottom chord shall have a propperly attachedriggid' ceilm Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610 as appllcat5le Applgy Oates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. refer to' drawings 16OA-Z for standard plate positions. Alpine a division of ITW Buildin g omponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the trussinconformancewithANS!lpl 1, or for handlin jshippin?, installation and bracing of trussesA eal on this dr wirtg or cover page listingthisdrawingindicatesacceptanceofpro) essiona en ineering responsibiht solely tsor the design shown. The sui ability anduseofthisdrawingforanysructureistheresponsibilitoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's aenerai notes oaoe and these web sites. ALPINE. www. aloineaw. corn_ TPI www.toinst. oro SBCA: wwwsbcindustry coin. IC6 www. iccsat M.` AN " W ` PMMM' 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number, 18754 Cooper Garage Add. /Cooper Garage Add. -Kevin Cooper Truss Label'. FJ8 4' I Loading Criteria (psf) TCLL: 20,00 TCDL 7,00 BCLL, 0,00 BCDL 10.00 Des Ldi 37,00 NCBCLL: 10.00 Soffit] 2.00 Load Duration: 1.25 Spacing: 24,0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category 11 EXP: B Mean Height 15,00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist ev 3,00 It Loc, from endwall not in 4.50 It GCpr 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 12 7' 7' Snow Criteria (Pg.Pf in PSF) Pg: NA Cu NA CAT N) Pt NA Ce NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code FBC 2017 RES TPI Stdi 2014 Rep Factors Used Yes FT/RT:0(0)/10(0) Plate Type(s)i WAVE Additional Notes Provide (2) 16d common(O 162"0.5") toe -nails at top chord, Provide (2) 16d common(O. 16705') toe -nails at bottom chord, Ply I SEQN 137888 1 T17 EJAC Cost. R408 JRef, IVVa24080022 Oly 5 FROM CH DrwNo 102.18.1459.54543 FV I BAF 04/12/2018 Defl/CSI Criteria PP Deflection in loc Lldefl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0014 D HORZ(TL) 0,026 D Creep Factor 2.0 Max TCCSli 0591 Max BC CSI 0,447 Max Web CSI 0.000 VIEWVer. 17.OZWA1114,21 L41 A Maximum Reactions (lbs) Loc R / U /Rw /Rh /RL /W B 333 132 /183 1- /66 /4,5 D 126 /- /81 /1 5 C 168 146 /55 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brg Width Reg = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/12/2018 RMNG" READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, lzi, TPI an SBCA) r safety practices prior to performing these functions, Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall havy progerlyattachriidcellLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB37or10asaifepinI , Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer todrawings160zforstandardplatepositions. Alpine, d B Idle Com on n Group to build the SIj Is lureP, 1,pgtruss vision of 17, 1 AuN 0 h.a r 'e. s I n confo rmance with cave' o". IlistingthisbIndicatesI ' s In . this rid acceptancee The u b litydrawingforysru, and e h t re I or more information see this lob's cieneral notes Dade and these web sites ALPINE www almneir, c.m TPI www r—st or. SECA www,h,,nd,,,tr-.m 1C.C. 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 18754 Cooper Garage Add /Cooper Garage Add. -Kevin Cooper Truss Label: CJ51 i 4" f Loading Criteria msf) TCLL 20,00 TCDLi 7,00 BCLL: 0,00 BCDL: 10,00 Des Ld: 3700 NCBCLLi 10,00 Soffit 2.00 Load Duration: 1.25 Spacing: 24,0 " 12 4,5 Wind Criteria Wind Std: ASCE7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP B Mean Height 15,00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist ai 3.00 ft Loc. from endwall: not in 4 50 ft GCpi: 0,18 Wind Duration 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design, 51 5' Snow Criteria (Pg,Pf,n PSF) Pgi NA Ct NA CAT N) Pf NA Ce NA Lu: NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 2017 RES TPI Sid 2014 Rep Factors Used Yes FT/RT0(0)/10(0) Plate Type(s) WAVE Additional Notes Provide (2) 16d common(0.162"0.5") toe -nails at top chord. Provide (2) 16d common(O, 162"05) toe -nails at bottom chord. R Ply I SEQN: 137891 / TI I JACK Cust R408 JRef 1VVa24080022 City 2 FROM CH DrwNo. 102 18,1500 02460 FV / BAF 040 212018 DefI/CS1 Criteria PP Deflection in loc L/defl L/# VERT(LL). NA VERT(TL), NA HORZ(LL). 0.005 D HORZ(TL) 0,009 D Creep Factor 2,0 Max TCCSI, 0.266 Max BC CSI 0220 Max Web CS[ 0.000 VIEW Ver 17.02 01A, 1114,21 OE S4' o. 7.08 1 s),ZSZ6c.1RO 04112/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom chord shall haveaproperlyBsBproerlyipleessnotedotoerwise.B7korer to' A Maximum Reactions (Ibs) Loc R / U / Rw / Rh I RL 1! W B 260 / 27 /144 /50 /4, 5 D 88 /- /56 11.5 C 117 /32 /38 11,5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1, 5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing 6 is a rigid surface. Members not listed have forces less than 375# Components Gptance e lure bu, d hill rtoI t ha r wr ? e yThe b ty structure , 1 ral notes Pape andtheseweb sites ALPINE wwwalpineirwcom IPI wwwtoinstoro SBCA wwwsbcindus1rvcorn ICC wwwwcsaf 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 18754 Cooper Garage Add /Croper Garage Add. -Kevin Cooper Truss Label: CJ31 Loading Criteria (psf) TCLL20,00 TCDL: 7,00 BCLL: 0,00 BCDL: 10.00 Des Ld: 37 , 60 NCBCLL: 10,00 Soffit] 2,00 Load Duration: 1.25 Spacing, 24,0 " 12 F., 3 1 31 Ply I SEQN 137894 / T18 JACK Cust R408 JRef IVVa24080022 City 2 FROM. CH DrwNo: 102 18 1500 06730 FV BAF 04/12/2018 00 to Wind Criteria Snow Criteria (Pg,Pf,r) PSF) DefI/CS1 Criteria Wind Std: ASCE7-10 Pg: NA Ct. NA CAT NA PP Deflection in loc, L/defl L/# Speed: 139 mph Pf NA Ce NA VERT(LL): NA Enclosure: Closed Lu NA Cs NA VERT(TL): NA Risk Category: 11 Snow Duration. NA HORZ(LL). 0.001 D EXP B HORZ(TL): 0.001 D MeanHeight15,00 ft Code / Misc Criteria Creep Factor 2,0 TCDL: 4.2 psf BCDL: 5,0 psf Bldg Code FBC 2017 RES Max TCCSI: 0,102 MWFRS Parallel Dist 0 to h12 TPI Std 2014 Max BC CSI: 0,067 C& C Dist a! 3.00 it Rep Factors Used. Yes Max Web CSI: 0.000 Loc, from endwall: Any FT/RT 0(0)/l 0(0) GCpL 0,18 Plate Type(s). Wind Duration 1.60 WAVE VIEWVer: 17,02,01A,11114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 16d common(0,1 52"x3.5") toe -nails at top chord, Provide ( 2) 16d common(O. 1 52"x3i.5") toe -nails at bottom chord A Maximum Reactions (Ibs) Loc R / U tRw /Rh /RL 1W B 191 /23 /107 /- /33 /4,5 D 50 /- /33 f- /1 5 C 63 /17 /19 /_ / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brig Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/ 12/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building SafetyInformation, b TPI an SBCA) r sa ety practices prior to performing these functions. Installers shall provide tempora SR. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom hord shall have a pro P, yidceiliny. Locations shown for permanent lateral restraint of webs shall have910 e. 6p I braciniq installed per BC I sections B3 B7 or pyplatestoeachface, o truss and position as shown above and on the Join Details, unless noted otherwise Refer to' a division of ITW Buildr Components GTup Inc, shall I cgnformancewithIAPI1..or for hap ling, shipping, from this drawintau, failure to build the ksealonthisdrwior (M.01SP.1irbilityforthedesignshoviTh. ANSI1TPI 1 Sbc.2, ALPINE any structure 1$ the responsibility of the Building Desigrier ral notes Paoe and these web sites ALPINE www alpineaw, com TPI www. 6750 Foruni Drive Suite 305 Orlando FL. 32821 Job Number: 18754 Ply 1 SEON 137897 1 T16 JACK Cust R408 JRef 1VVa24080022 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Cry 2 FROM CH DrwNo 102 18 1500 13713 Truss Label: CA I FV / BAF 0412/2018 Loading Criteria (psf) Wind Criteria TCLL: 20,00 WmdStd ASCE7-10 TCDL 7.00 Speed, 139 mph BCLL: 0,00 Enclosure. Closed BCDL: 10.00 Risk Category 11 Des Lcl37,00 EXP BMean Height1500ItNCBCLL10,00 TCDL. 4,2 psf Soffit: 2,00 BCDL. 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24,0 C&C Dist a 100 ft Loc. from endwall: Any GCpr 0 18 Wind Duration, 1 60 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense I 171 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg, NA Ct NA CAT NX PP Deflection in loc L/defl L/# Pf, NA Ce NA VERT(Ll_): NA Lu NA Cs, NA VERT(TL) NA Snow Duration NA HORZ(LL), -0.000 D HORZ( TL), 0 000 D Code / Misc Criteria Creep Factor, 2.0 Bldg Code: FBC 2017 RES Max TCCSL 0.100 TPI Std: 2014 Max BCCSI: 0.011 Rep Factors Used: Yes Max Web CSI 0 000 IFT/ RTO(0)MO(Q) Plate Type(s)i WAVE VIEWVeri 17,02,01A1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 16d common(O, 1 62"x3.5") toe -nails at top chord - Provide ( 2) 16d common(O,l 62"x3 5") toe -nails at bottom chord, A Maximum Reactions (Ibs) Loc R f U /Rw /Rh /RL /W B 148 132 /86 /16 /4 5 D 10 /4 112 1- /1 5 C - 13 /13 112 /- /1 5 Wind reactions based on MWFRS B Min Big Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# 041121/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building tSafetyInformation, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 01, Unless noted o herwise,top chord shall have properly attached structural sheathingand bottign chord shall have a pro erly C9jidceilmaLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperSCSIsections63, 67 or 1 01 ApplyplatestoeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. vision of ITW B'Idn Components G build he If'm.nciw,thANSlpl 1orforhan srP. e win,.d"at,. of pproessronaienineeringresponsrbilisolelyforthedesignshown. he uibir 1srwin9 for'ystructure ty is matton see this iob's aeneral notes oane and these web sites ALPINE www alrineitw com TPI www. tomst 0,. ' Fi(,A www shorid.st, — I C C. —1-f F1111111110 MOM 211 6750 Forum Drive Suite305 Orlando FL, 32821 Job Number: 18754 Ply 1 SEON 137900 1 T19 JACK Cost R408 JRef 1VVa24080022 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Cry 2 FROM CH DrwNo 102 18 1500 16927 Truss Label: CJ12 FV / BAF 04112/2018 Loading Criteria (psf) TCLL, 20,00 TCDL TOO BCLL: 0,00 BCDL: 10.00 Des Ld: 37,66 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24,0 " Wind Criteria Wind Std: ASCE7-10 Speed 139 mph Enclosure Closed Risk Category 11 EXP 8 Mean Height 15.00 ft TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwalL Any GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 12 6"8 Snow Criteria f ' Pg Pf in PSF) Pg NA Ct: NA CAT N/ Pf: NA Ce NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code FBC 2017 RES TPI Std 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common (0. 162"05') toe -nails at top chord. Provide (2) 16d common(0.162"x3 5") toe -nails at bottom chord. t "1 9191, 00 C4 00 9'4" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(Ll_): 0.000 D 999 240 VERT(TL): 0.000 D 999 180 HORZ(LL): -0,000 C - HORZ(TL). 0.000 C Creep Factor 2.0 Max TC CSI 0,176 Max BC CSI: 0.022 Max Web CSI: 0,000 VIEWVer: 17.02,01A,1114.21 A Maximum Reactions (Ibs) Loc R lu /Rw /Rh /RL 1W B 248 175 /173 /- /19 /3,0 D 2 /18 / 11 1- 1.5 C -108 /108 /43 /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/12i2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handh% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, b TPI an SBCA) or sa ety practices prior to performing these functions, Installers shall provide temporary. ng per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a pro erlychrmidceiliny. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BC I sections B3 B7 or 910ipplicae. App y plates to each face offiruss and position as shown above and on the Join Details, unless noted otherwise. Refer toNings160A-Z for standard plate positions division of ITW Buildin mponents Group Inc, shall not be re onsible for any deviation from this drawinazu failure to build theconformancewithANSI/$PI 1 or for handlinj shipping, installat5iTIn and bracing f trussesA seal on this dr wi g or cover pagehisdrawing, indicates acceptance of pro) essiona e infeterinro insibilih, solely for the des! n shovkTn. The suinbility0BuildingeofthisrawingforanystructureistheresponsibheDesigrierperANSIfTPII des! ntormation see this lob's oeneral notes oaae and these web sites ALPINE www aloineaw corn TPI www toinst ora SECA www. sbcindLJStFV COM K`C, www ICCsaf 0&3r=F1.275,11N. 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 18754 _ ; Ply 1 j SPAN: 137903 t T15 JACK Cost R408 JRef: lWa24080022 Cooper Garage Add /Cooper Garage Add. -Kevin Cooper Oty 2 FROM: CH DrwNo 102,18.1500-23837 Truss Label; CJ32 FV BAF 04112/2018 12C4.5 x , 10' 6" p 1.. .... S = N r- = 4„ A D 2X4( Ai)1, 6" 8 3' 3' Loading Criteria ( psr) Wind Criteria Snow Criteria (Pg,Pf in PSFi ; Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT NAPP Deflection in loc Lldefl L(# Loc R U ! Rw ! Rh 1 RL 1 W TCDL 7,00 Speed 139 mph Pf NA Ce NA VERT(LL): 0.000 D 999 240 B 222 t 25 ! 122 t - t 33 3.0 BCLL 0,00 Enclosure Closed Lu NA Cs: NA VERT(TL). 0.001 D 999 180 D 44 / t 30 t - 1 5 BCD 10,00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 D - - C 57 t 14 l 10 / - l 1.5 Des Ld 37100 EXP B HORZ(TL): 0. 001 D Wind reactions based on MWFRS NCBCLL. 10,00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2,00 BCDL 50sfBldgCode: FBC 2017 RES Max TC CSI: 0.227 D MinBr gWidth Re q = - p TPI Std: 2014Max BC CSI: 0 051 C Min Brg Width Req = - Spacing Duration: 1 25 MWFRS Parallel Dist_ 0 to ht2 Bearing B is a rigid surface - Spacing 24.0 " C&CDista3,00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT1RT: 0(0)/10(0) Members not listed have forces less than 375# GCpi:0,18 PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1114 21 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide (2) 16d common(0. 162"x3.5°) toe -nails at top chord. Provide (2) 16d common(0 162"x3.5") toe -nails at bottom chord. tgtttMtttilyffid!! Fyf rP, p® p«'\ 56 RR R R w R b R Mx R w 0 1R R RRgy, 4err Nk(1t At4"i 4 04/12/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shl pin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byy TPIanelSBCA) fbr satety 8racticesprior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless notedotherwise,top chord shall have properlyY attached structural sheathingg and bottom chord shall have a propperly attached rigid ceilingq Locations shownforpermanentlateralrestraintofwebsshallhaysbraacinggInstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates toeachfaceoftrussandpositionasshownaboveandontheJoint"Details, unless noted otherwise. refer to drawings 160A-Z for standardplatepositions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the ,,,.,,'1111 truss In conformance with ANsiriPI1. or for handlmq snipping, Installation and bracing of trussesA seal on this drawirtg or cover page , , 6750 Forum Drive listing this drawing, indicates acceptanceofpproesslonaenineerinresponsibilitysolelyforthedesrnshown. The suifabtlrty and use of this drawingforanystructureistheresponsibilityoftheluildingDesigrlerperANSi1TPI1Sc.2. Suite 305 For mare information see this ob`s eneral notes a e and these web sites. ALPINE- www.al mertw coin, TPI. www.t inst.or :SBCA: www_sbcindustr .00m: ICO. wvnu ieCsafe or Orlando FL, 32821 Job Number: 18754 Ply: 1 SEQN: 137906 1 T13 JACK Cust R408 JRef. 1Wa24080022 Cooper Garage Add. /Cooper Garage Add. -Kevin Cooper City: 2 FROM: CH DrwNo: 102,18.1500.30960 Truss Label: CJ52 FV BAF 04/12/2018 C 12 4.5 90 V N N c- B in N 1 A - — — - 9,4„ D 2X4(Aki,: 6" 8 1' 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)I Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.002 D 999 240 B 283 / 28 / 155 / - 150 / 3.0 BGLL 0,00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): 0.007 D 999 180 ! p g2 ! 53 / - ! - 1.5 RiskCategory: 11 BCDL10.00 Snow Duration: NA HORZ(LL): 0.002 D - - C ill / 31 / 30 (- (- / 1.5 Des Ld 37,00 X HORZ(TL): 0,005 D Wind reactions based on MWFRS MeanHeight: 15.00 it NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 TGDL 4.2 psf D Min Big Width Re Soffit: 2,00 BCDL 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,243 g q = Load Duration: 1.25 MWFRS Parallel gist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.191 C Min Big Width Req = Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:0(0)/10(0) GCpi: 0.18 Plate Type(s): I Members not listed have forces less than 375# Wind Duration- 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Provide ( 2) 16d common(0.162"x3.5") toe -nails at top chord. Provide ( 2) 16d common(0.162" x3.5") toe -nails at bottom chord. n9t7j14Yt 44P tt t Yp P/« 1s Prp ftA if i y mow. 1f•" ` A'Y NAL Ila IVA11% 04/ 12/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping installing and bracing.. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI an uSBCA) foP safety Practices prior to performing these functions Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly attachedrig9idceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracfninstalledperBCIsectionsB3, B7 or 910, as applicable. Apply plates to each face ofPtruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the a a Ornram truss inconformancewithANSIPIPI1, or for handlin shippin , installation and bracing of,trussesA seal on this drawing or cover pa e, _ 6750 Forum Drive listingthis drawing,indicates acceptance of pro) essfona en ineeringg responsibility sole) for the design shown. The suit9abdrty and seofthisawingforanystructureistheresponsibilitoftheBuildingDesignerperANSIRPi1Sec.2. Suite 305 For more information see this -ob's eneral notes a e and these wetr sites: ALPINE: www.al ineitw.com: TPI: w t inst.or : SBCA: w sbandustr .coin; ICC: w iccsafe.or- Orlando FL, 32827 Job Number: 18754 Ply I SEON 137920 / T12 HIP— Cust R408 JRet 1Wa24080022 Cooper Garage Add. /Cooper Garage Add -Kevin Cooper Qty 2 FROM CH D(wNo 102 18 1500A3083 Truss Label: HJ71 i FV I BAF 04/12/2018 4' Loading Criteria psr) TCLL: 20,00 TCDL 7,00 BCLL 0,00 BCDL 10,00 Des Ld 37.00 NCBCLL 000 Soffit, 2,00 Load Duration. 1.25 Spacing 24.0 " 8"7- 1'5" Wind Criteria WmdStd ASCE7-10 Speed 139 mph Enclosure, Closed Risk Category 11 EXP, B Mean Height 15,00 ft TCDL: 4.2 psf BCDL 5,0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3,00 ft Loc, from endwall: NA GCpi: 0,18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading The following trusses need concentrated loads at the end of their overhangs: 3-0-0 span/setback member on the 0-6-8 cant side requires 22 Ibs and the 1-0-0 span/setback member on the 0-0-0 cant side requires 0 Ibs. Sub -fascia beam assumptions: 4-0-0 sub -fascia beam on the 0-6-8 cantilever side. 2-0-0 sub -fascia beam on the 0-0-0 cantilever side. Hipjack supports 7-0-0 setback jacks with 0-6-8 cantilever one face, 0-0-0 cantilever opposite face. Wind Wind loads and reactions based on MWFRS- Left cantilever is exposed to wind 64" 9110"1 6'4" 3'6"1 97' 97' Snow Criteria (,Pg,Pf in PSF) Fig NA Cr NA CAT. N/ Pf NA Cei NA Lu NA Cs, NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/10(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O 162"x3 5") toe -nails at top chord Provide (3) 16d common(O. 162"05') toe -nails at bottom chord 11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.009 C 999 240 VERT(TL), 0,024 C 999 180 HORZ(LL) 0.005 F - - HORZ(TL), 0 009 F Creep Factor 2.0 Max TIC CSI 0321 Max BC CSI 0544 Max Web CSI 0.193 VIEW Ver: 17,02.01AA114,21 11'11"13 as 9'4" F A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 389 l 49 / - / - / - /42 E 358 - /3 1- /1 5 D 154 159 /_ /_ /1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Req = - D Min Big Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp, B - C 128 -530 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 499 -114 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp.. C - F 130 -550 04/12/2018 WARNING- READ AND FOLLOW ALL NOTES ON - THIS —DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating,hancill, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingnponentSafetyInformation, b TPI anSBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary ng er SCSI. Unless noted o herwise,top chord shall have properl attached structural sheathingand bott%Zghord shall have a progerlychUradceilmy, Locations shown for ermanent lateral restraint f webs shall have bracirig installed per I sections B3 67 or 10applicable. Apply P, ,py Oates to each face c, truss and position asshown above and onthe Join Details, unless noted otherwise, keferto' Nings 160A-Z for standard plate positions. ne, a division of ITW B ildir/$omponpnts Group Inc. shall not be responsible for any deviation from this dr@wIntaa failure to build the s inconformancewith, 1 1, or for handling, shipping, installation and bracing of trussesA eal on this dr wi q or cove' in this drawing, Indicates acceptance 9 pro essiona engineering responsibility solely lor the design show7n. The spilifflbility g InguildingDesigerperANSI/TPI 1 S-6c.2. use ofthisyawingforanystructureistheresponsibilityofthenoteinformation see this lob's aeneral notes nacie and these web sites ALPINE www abineaw corn TPI www toinst are SBCA www. s1bandUStrV COM ICC WWW ICCSaf n ". CO—. 1 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Numbec 18754 Ply 1 SEQN: 137913 / T4 HIPS Cost R408 JRef 1Wa24080022 Cooper Garage Add /Cooper Garage Add -Kevin Cooper Qly 1 FROM CH DrwNo 102.18 1500 53280 Truss Label: A02 FV i BAF 04/1212018 ao 9' 13' 3' 3" l 1 4' 4XIS 4X4 D E 20'11 " 163"11 22' 3' 3" 11 5'8" 5 31 0'A 9"1" 12 1 2'10"4 22' 9-4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 20,00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W TCDL, 7,00 Speed. 139 mph Pf NA Ce: NA VERT(LL) 0 065 J 999 240 B 886 103 /440 /65 13 0 BCLI- 0,00 Enclosure. Closed Lu, NA Cs NA VERT(TL) 0 176 J 999 180 G 886 103 /440 i 3 0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL) - 0023 1 - Wind reactions based on MWFRS Des Ldi 37.00 EXP B HORZ(TL): 0.043 1 B Min Big Width Reg = 1.5 NCBCLL: 10,00 Mean Height: 15.00 ft j Code / Misc Criteria Creep Factor 2.0 G Min Brg Width Reg = 1,5 Soffit 2.00 TCDL: 4. 2 psf BCDL, 5,0 psf Bldg Code: FBC 2017 RES Max TC CSI 0,364 Bearings 6 & G are a rigid surface. Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI 0629 Members not listed have forces less than 375# Spacing: 24.0 C&C Dista: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 106 Maximum Top Chord Forces Per Ply ( Ibs) Loc. from endwall: not in 9,00 It FT/RT:0(0)/10(0) Chords Tens Camp. Chords Tens, Comp. GCpr 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 170201A,1114.21 B - C 448 -1527 E - F 385 -1280 Lumber C - D 387 -1288 F - G 448 -1525 D - E 384 -1179 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind a S T 0 COA'NA` ZONAO-' o 04/12/ 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom chordShallhaveproerl, per BCSI section or B10 finlessnotedotherwiseReferItvisionofITWBuilM,$Pomponents Group Inc. shall not be responsible for any deviation from this drawinazu, failure to build the iformance with, I 1 1, orforhandling, shipping, stallation and bracing of trussesA sea[ on this drawing or cover page in 'bility dravvin , indicates acceptance of0 essonalenqineennqresp.n.ibili solely for the deli n shovIn. The sulfa A this grawing lor any structureisKereoftheBuildingDesignerperANSITPIIS%c.2. mation see this job's general Was Daoe and these web sites ALPINE www aioineaw, com, TPI www toinst oro SBCA wwwsbcodustrv. com [CC www iccsaf Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 6 - J 1 377 -350 1 - G 1375 -364 i - 1 1176 -250 6750 Forum Drive Suite 305 Orlando FL, 32821 Jab Number: 18754 Cooper Garage Add- /Cooper Garage Add- -Kevin Cooper Truss Label; A05 7' 7' Ply 1 SEQN- 137927 1 T14 HIPS Cust R408 JRet 1 Wa24080022 Qty: 1 FROM. CH OrwNo 102-18-1501.07950 FV t BAF 04/12/2018 1 1' 15' 22' 4' 4' 7. 4X8 °2X4 4X8 C D T2 E 71"12 3'10"4 3'10'4 7'1"12 T1"12 ---_. -11' --. 14'10"4_.. _.. ..... 22 .._-. ----. 1'...... Loading Criteria (psf} Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Fig NA Ct NA CAT NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ( RL I W TCDL 7.00 Speed: 139 mph Pf. NA Ce NA VERT(LL): 0.162 D 999 240 B 1778 / 210 / 3.0 BCLL 0.00 Enclosure: Closed Lu NA Cs NA VERT(TL) 0 441 D 832 180 F 1778 ! 210 (- (- ! - ! 3.Q BCDL 10,00 Risk Category: II Snow Duration NA HORZ(LL) 0.040 H - Wind reactions based on MWFRSEXP: B Des Ld 37,00 HORZ TL 0 074 H B g .7g = 1MeanHeight: 15.00 ft NCBCLL, 0,00 Code / Misc Criteria Creep Factor: 2.0 Min Br Width Re - 1.79gTCDL4.2 psf Soffit: 2,00 ;BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.500 Bearings B & F are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: 0 to hl2` TPI Std- 2014 Max BC CSI: 0.850 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Nop Max Web CSI: 0.239 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FTlRT9(0)/10(0) Chords Tens Comp. Chords Tens Comp GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A.1114.21 B - C 435 -3852 D - E 454 -4109 Lumber C - D 454 - 4109 E - F 435 - 3852 Top chord 2x4 SP #1 Dense 32 2x4 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 Webs 2x4 SP #3 Chords Tens Comp. Chords Tens Comp. Loading B -J 3547 -388 I- H 3582 -387 J - 1 3582 -387 H - F 3547 - 388 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-6-8 cant Maximum Web Forces Per Ply (Ibs) and 1-0-0 overhang. End jacks have 7-0-0 setback Webs Tens.Comp. Webs Tens Comp. with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-6-8 cant and 1-0-0 C - J 623 0 D - I 163 -486 overhang. C - 1 627 - 80 H - E 623 0 Wind I - E 627 -80 Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind 04/12/'2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSaf_ety Information, by TPI and SBCA) far safety practices prior to performing these functions Installers shall provide temporaBCSl. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeVyidcellinLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 810, le- Appfy plates to each face at truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Yrt'-h on of ITW Build n Compon nIs Group Inc shall not be responsible for any deviation from this drawin an failure to build the mance with ANStI(PI 1, or for handhnq shippingInstallation and braclnof trussesA seal on this dr avrirg orcover page. - wing indicatesacceptanceofThesuitabilityisAdrawingfaranystructureistheresponsibilityoftheuildingDeslgerperANSIRPI1Sec.2. maten see this iob•s general notes oaae and these web sites: ALPINE. www.aloinettw.com: TPI: www.toinstoro SBCA. www.sbundustry coin: ICC. www.iccsaf F23rom ary , yy peArnNv 6750 Forum Drive Suite 305 Orlando FL, 32821 City of Sanford Building and Fire Prevention Product Approval Specification Form 2 0 5 Permit # Project Location Address ( I As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at v, The following information must be available on the jobsite, for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory 1. Exterior Doors Manufacturer Product Qescri lion Florida Approval # include decimal) Swin4An Sliding Sectional MCA S xv C C"; e X —r 13 , (P t 5- x - Roll Up Automatic 7L (D Other 2. Windows Single Hung Horizontal Slider t'J t Otlkj i A IV LWO I q(:> 7c> Casement Double Hung Fixed Awning Pass Through Pro'ected Mullions Wind Breaker Dual Action Other June 2014 or Category / Subcategory Manufacturer Product Florida Approval # Descri tion including decimal) 3. Panel Walls Siding Soffits e I P} c c,r Storefronts Curtain Waits Wail Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Product As halt Shin les Underla ments 67 , _ 1/4 c 1, `f c_ p t `. row u r ner- P 0-y m e o f D 121 10 t,-2-(.0 , 1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Wate roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents 61 , l i -6q e V e r? f 2 , t Other June 2014 U Category Subcategory Manufacturer Product Description Florida Approval # include decimal,) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels y -Cf--O-e, toor w.odoa) hecd",- Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior EnveloProducts Applicant's Signature Applicant's Name L -C Please Print) V June 2014 TRINITY EVALUATION REPORT GAF lCampus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DES|GN,LLC. Certificate of Authorization #9ao so3[* mST|AwSTREET, UNIT wz3 OXFORD, CT 06*78 203>262- 9215 Evaluation Report G1SO6.O1.0Q-R22 FL10124-1120 Date ufIssuance: 01/03/2008 Revision 22: Q9/2O/2O17 5Cope: This Evaluation Report is issued under Rule 61620-3 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 [ode and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6mEditim^ (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 Agencynoted herein and F8C1507.2.7.1/m9O5.2.G.1. OmTmuco COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) chanQes, 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. ThnityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words 7iinity)ERD Eva|uated^ 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 ofpages 1through 6. Prepared by: Robert ].&8.Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ThZ, f—umle~aa I, I° =°t h.,Zed 6v Robertwe ° onowwno""~*°not e~"°^""°°,*°~fly*~* document CERTIFICATION orINDEPENDENCE: 1 Trinity |snodoes not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products xevaluates. z, nm/tv|cnoi` not owned, operated orcontrolled bvany company manufacturing o,distributing products itevaluates, s. Robert wiemmen.p.s. 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. s. This is building code evaluation. Neither Trinity | sxo nor Robert wieminen' P.E. are, many way, the Designer ufRecord for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained TRINITY ERD 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 61h 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 Propertv 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: gn!!ty 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(TST1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 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 04NK138SO 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 06/05/2006 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, U.C. Evaluation Report 01506.01.08-1122 Certificate ofAuthorizateon u9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 2 of 6 TRINITY ERa tfli!bt Examination Reference Date UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,133462 09CAlOS92 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 IOCA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 1ONK12070 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 SentinelO are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® 11, Fortituder", Glenwood'"", Grand CanyonO, Grand SequoiaO, Grand Sequoia® IR, Grand Sequoia(" ArmorShieldr'", MonacoO, Sienna®, Timberline® American Harvest®, Timberlinefl9 ArmorShield'"" II, Timberline® Natural ShadowO, Timberline HD®, Timberline" Cool Series®, Timberline Ultra HDI 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 -Ridges Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridges ArmorShield'" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, I.I.C. Evaluation Report OiS06.01.08-R22 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL10124-R20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017 Page 3 of 6 TRINITY 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. 4.12 OwickStartO Peel & Stick Starner Wd| is a is a mineral -surfaced, fiberglass-reinforued self -adhering SBS modified bitumen starter strip, nominal 9-inch x 39 ft roll, for use with asphalt shingles with exposure of 6- inchnrless. 4.33 StortedNatch" Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon" and Grand 5equoiaw series asphalt shingles. StarterKxotd`'" are installed as the second starter for Grand anyonll and Grand Sequoia' series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Niem|nen P.E. are, in any wuy, the Designer ofRecord for any project onwhich this Evaluation Report, nrprevious versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report isnot for use inFBCMVMZjurisdictions, 5] Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. 5.4 Wind Classification: 5.4.I The GAF asphalt shingles noted inSection 4.1are Classified inaccordance withFBCTables15O7.2J.tand Rg05.2,61toASTMCB1GzClass Fand/or A5TIVID7158, Class H'indicating the shingles are acceptable for use in all wind zones up toV",,i = 150 mph (Vm, = 194 mph). Refer toSection 6for installation requirements to meet this wind rating. 5.4.2 The GAF hip Q ridge shingles noted in Section 4.2are Classified in accordance with FBCTabks 1507.2.7.1 and RgO5.2.6.%toASTMn3161,Class F,indicating the shingles are acceptable for use inall wind zones up toV,ld=l5Omph (V,.,=194mph). Refer ,oSection 6for installation requirements tomeet this wind rating. 5.4.3 Classification byASTK4 D7158 applies only to exposure category BorC' as defined in FBc 1609.4.3' and a mean roof height of6@ feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach 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 UnderlaymentshaU heacceptable uuGAF and d`aU hold current Florida Statewide Product Approval, o/ be Locally Approved per Rule 61132V'3,per FBc15u7:%.3,15nr2.4o,Rg05.2.I 6.2 Starter Shingl! gs or Starter Strip: 02.1 Installation ofPro-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 inaccordance with FBCt507.2.7ur0gV5.2.6'with the following exceptions: Camelot, Camelot U' Grand Canyon, Grand Sequoia, Grand Sequoia |R,Gnand Sequm|aArmu,Shiei6' and Woodland require minimum five < 5>nails per shingle. S|uteUne 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 orRg05.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in lZ units horizontal, special methods of fastening are required, Contact the GAF for details. Exterior Research and Design, uc Evaluation Reportm506.0m8-R22 Certificate of^"m"riz" tio"*95m o~EDITION (mo)mcwmv' xvozEVALUATION pu0124-x20 GAF Asphalt Roof Shingles mmumxzz.oy/ 20/2017 Page 4mo U N |ERD Hip & Ridge Shingles: Installation of6eal-A-Rid0e Ridge Cap Shingles Seel -A -Ridge |R 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 025inchdiameter beads ofHenkel ^Loc6tePL S3VRoof &Flashing Sealant". ou' nwo/ ao' r numm> `` / uollaom 25 mm) (2' mm)/ EndW ddiancw46 2" 3mrm) 64. 2 Installation ofThmber$ex 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 ofSonoebo,n NP1 Gun Grade Polyurethane Sealant or Henkel PIL Roofing and Flashing Sealant. ra Nat Avu 12, X' s"" n6A.3 Fasteners shall be in accordance with GAF published requirements, but not less than FB[ 1507.2.6 or R805.2. 5. Staples are not permitted. Exterior Research and Design, uc Evaluation Report m.08-m Certificate afAumorizatio"# 95m o"EDITION (mznmcwow*v*oEVALUATION a10124'x20 GAF Asphalt Roof Shingles xe"is»mzz.oy/20Vzo Page sa* s TRINITY ERD 7. LAesumm: 71 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted ncrcm. 72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/mg05.2.61. 8. BUILDING PERMIT REQu|nErmemTs: 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 QAentity for information on which plants produce products covered by Florida Rule 61G20'3 QA requirements. 10. QUALITY ASSURANCE ENTITY: ULLL[— QUA9625;(847)664-32O1 END OFEVALUATION REPORT - Exterior Research and Design, uc Evaluation Report 01506.01.08-1122 Certificate *w" m"^=tio"vem d°EDITION (mzr)mcmnm-xvxzEVALUATION mzmz*xm GAF Asphalt Roof Shingles Revision zz:uo/20/m/r Page amo CARRIAGE HDJSE' UMD PANEL COMM =q$ wals2S GA 2S GA INS as CA I gs GA m LkIG&LrAy, fiRS8 WSW A"Ism, AM I A*SSV ME& ' CAEM I EMV NGAGEMJSE oarr PANEL LONG PANEL DOW HEIGHT OPtI010k GLAZWG W*Y BE STANaM OR OMa MEMAW OLAZW, SEE SECWN 0-0 MR XTAfLS. WM, STANOWD SIZE IS 42- 112-0C WACr AMWANT MAZI14 G SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. SHEET I Or 2 10-71 08/0-3/041AD6ED INSULATED M/N 1W 1061 OV19/05 I.UPDATED CODE REF, 1151 01/ 2012 [REVISED WIND SPEED TABLE FOR ASCE7-10. I - I --A ff 000I oft"mm ft* "Kvmm mm *aw waclu bwm oft" m MOMS 00) 25 G& WK STEEL SKW OWED WITH aii-W12: 11 I= BELeM MAD" cow oft r4 "W"WOOL KUM COOE *= ON AWV-101 Mo THE FOLLOW4 Cootoft t) DKWM ZS 2, ww NAB r Of %am 0 amowlys Do z0hot 3) W m, E. ANO 1) TrIam ot AWORDANCE *OR ft SME-VpXtkk OY A Owwo 6W W ULTIMATEww V,m 6646 In fa t4e US160 1, C, 0 lkc. b c I ,C I I WIM (dw — Tf— W"' PAN— F' Clapay 04Tc' 9/23/< LwaK SW DUNESLIM W* w BuildingP. Products w rmO7x -E #50;6Mww Comoonv4800 -- — r TALL U-em r r. 01 20 G& "V STEEL M 3' rr 2c a& *ftw vm!k L= sm" A -A DES04 TEST LOADS, rS74 1`4S, v----T- 5mLahs wac am* mu' W 49'w x 104 QASSIC AND CH AP Sim pm SHOLE-CAR, OV +241/-32 PW 7-- - -M 1 300159 MtC' RAISED PANEL C"OSS DOORS IREVI BATE Z4 CA BIS 25 GA 25 GOk M " GA zs CA PIS ay OTHERS. SHEET 2 OF 2 1 73, 75 1 1w t" 76 1 76V 4RSF 6w &'Vllfrl itICA LAG SCREWS MAY BE COUNTERSUNK (HUT ReOL)o PROVDA nISH WOLNITNO SURFACE. SHET PANEL. HORZONTA4UM 00 a1=SFER= HUUM AF tS FLUSH VERWA dft ArIACAIENT (C-20 IN= OR 2= PSI LON- CONCRETE CaLUM, 31rw WASHERS SLEEVEANCHORBOLTS ON 24' CENTERS (ZOOD PSI I'", CONCREIT). E RAISEDPANELEMBOSSDOORSWORINCLUDEDWITHSLEEVEANCHORS. GA 25 CA "a 25 CA 2S CA M 114'.1' TAPCON SCREWS ON 24' CENTERS (UOO PSI WK CONCRETE) OR 16* WI GD5sv' CENTERS (C-$O KOCK), 1. O.D. WASHERS REOURREO WITH TAPCONS. In GR59V ANCHORS MAY BE C"MASUW (" NOT REOUfRED) TO PROVIDE A MUSH Wwrw SURFACE HOORZONTAL IUM DO NOT TPVt" LOAD, MS AMV W EDUV REFER TO OkiW TES 161, A LSD DEVON P*OF` ES!R0NAL WAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR 4" CONFV,% kTtONS M YELLOW STOP WMX0114 BY DOOR INSULLER P SIM Pole 4" 20 GA " GUY. STEEL 00 STILE IMPACT RESISTANT ASSEMBLY OETAILs 10 0GAOALV, STEEL WTM STU TRACK COW) GLIRATION DOOR OPENING SECTION 8- 8 (IMPACT-RES4SW OWING QnQN is CIA, G&V HINGE. DOES NOWT AFFECT THE WRO l.1- 5/8* L40 SEACH MINCE FASTENED TO LOAD RATINKI OF THIS DOOR w WITH ONES/t6o" PER TRACK BRACKET.SIRES WITH (4) 01 114YS/S 94W WtTAL I'll =21 =71MMA 2- GALV. STEEL TUCXFASTENEDTOSCREWS, SEE view V. 1 2 GA. CAM STEELTRACK SPACKETIL 14 Ck O&V. ROLLER HIN01- EACH HINGE IT UAL DOORS AND OM OFIrYMt I-AAKAPOK 401 RIND TRACKArIACHED TO EACH 800V FASTENED TO END STILES MTH (4) Oft= WIND, "WX Nopwwo WITH ONE 1/4%5/8- BOLT & WJf OR SHEET k*tAL SCREWS AND (4) t/4.3/4' SELF 00MIARK MIN FAOWC TWOIleDLA. WVVM fret TOP BRACKET IAPPINO SCREWS. SEE NEW ' r. 060 awe WIN r 10 &ILL SHORT STEM STEEL ff"I' •WOW LAO Sardws. TRACK ROLLER WITH STEEL OR NYLON TIRE woot SMART VVIL ** MIIIMANOD- Eh OF THE & A'PONTINGSTRLCTUIRALIEWISSHALLKTHEI*" OF THE PROrESSIO00AL OF RECORD FOR THE RALDINO OR STWKTURE 10 09 31r rANrWXW40w10010L0004AC0DRmNCEWITHCURRENTVADWDO= fOR THE LOADS LISTED ON THE MAMIL ORWANG. MUM& TYP I-Ilr' 12 Gh QkX. VEEL TWCK 11009W, Doan WIH OPNONA I*) TmcK ~am PER lot OC2 FLAM IN ACOONWAM * M iEBfy WWMftM ANKIMBLY INSTALLED INCOIWUV= 11ITK 00 SECTION UMIS THE AdAm" M LONG AD)UNDR)FIS OF THE nAtm MOW CON A 00000000300L d= IK ~-#UWAW MMM ( W, OWnVt ft FKIIK STANDARO ASSEMBLY DETAILS DRAVANG 200 180-0 Is WL mLV. SM nA4 MCKM t. om SECTION B-8 ( NON - IMPACT RESISTANT GLAZING OPTION IV U.v. cOA" 4 ON0611" UWAM a Efri F&Wt 6 NWIROMTHANwtT0* 11 Fre 41 ObbKK k*t TO IDIOM 3e Wt 7 LITE Ar"wat ZMEEW RD ASSEM&Y QQNSTRLCTIMM, DESION LOAM .25,0 P.W.F. At -31 aPlarw.DSW ,L ACIM LM AMAAKL TEST LOADS, 37,5 P.SS. & -*LO 6 KA"0[ OM11OftUIMMCPAPANOVIDCC2KAM N AOCOR00" WITH GC/FW 2M 00AFACT1.411MG PRODLICT CODE VOOLW RATING 1MAX. ODOR SS2G y,I THE OPINE 0000t AISDALYV&PUM IN COMPUWX PAN_ 2F151 WITH THIS SM131C)NMEMINEWADLOW110"Ib"M W4 or Ile CODE wumn COIN OR WMAWOMMIL lapay 'AE' 9/2:5/96 CIASSC AND 04 ap rw IMPACT STEEL PAN COWMKOMftft DUKE BLVD, DRAVN V, SINGLE -CAN. 9'w .2S/-32 PV Off, *vp" is Fw/w). PZ Building Products "'A", OH 4*040 Mww Company CHECKED By' 300 5 R rr# SHORT STAN TAW MASTIC PAVE WIDTH IN INCH" SOFFIT TYPE to" 7 12" 16" EENVOY(ALUMINUM) Ir, NAILS 1 4169.1 1353 4' 696,6SVG12NX,SVGI2V20 169.1 135,1 6 696,6 ENVOY (ALUMINUM) L2- STAPLES fy169A 1353 1 4'% 6 SVO12N20, SVC,12 33802 177k177 141.6 0 , 1011 ENVOY (ALUMMM6-.NAas 270.6 193. _ 3SVG6N. SVG6V 338,2 270.6 193.3 ENVOY (ALUIMNUM) 6-, STAPLES 338.2T *354.0 2706 1933 SVC4N.Svr16V 283.2 202.303 ENDURANCE (ALUMINUM) 142.4 Img 4-81.49VOW420144, SVGV420144 1474 142.4 113-0 1,4 ENDURANCE (ALUMMW 1r, STAPLES r 13.9 81A SVGX420144, SVGV420144 177IL 0 141.6 101.1 ENVOY (ALUMINUK 12-, NAILS 169.1 1153 96 6SASI2219, LFASI2219, S"12319. LCASI2319, 169,1 9&6IFAS12319. SAX122 t9T. 1FAX12219T 1 ENVOY (ALU%ffN1J" Ir. STAPLES 4 169. 1 135.3 9&6 SAS SAS12319,LCAS12319, Uf 2 9i. 177.0 141,6 101.1IA'. 1=219T, LFAXI22f9T ENVOY QUAD (ALUMPAM IV, NAILS I0I.5 7-25SM16419.LCAS16419, 126,9 101.5 72.5 ENVOY QUAD (ALUMWUM) W, STAKES 126.8 101.5 72.5SLASI6419,LCAS[64L9, 132.8 106.2 75.9 ENDURANCE (ALL,%ffNM fr. NAILS t42.4- 81,4SAS12216, EFAS12216. SASI 231C WAS 12316, 142.4 113,9 91.4LFASWI6 ENDURANCE (ALUMMM r, STAPLES 142A 81.4SAS12216, LFASI2216, SAS123:6, LCAS t2316, 177.0 14L6 101.1LEAS12316 ECONOMY (ALUMINUM) SOFFIT Ir. NAILS 115 * 7 92h 66.1SASIZ313, EFAS12311, LCAS12111 115.7 L12 6 1 ECONOMY (ALUMINUM), 96VF6 IP, STAPLES tt5.7 92.6 66ASAS12313, LFAS 123 11, LCASM 13 177,0 141,6 10IJ E0ONOWY (AUEMIN11" SOFFIT 16-, NABS 96,9 69.4 49,6SA916413,LFAS16413, 86,9 69A 49.6 ECONOMY (ALUMNUM) SOFFIT W-, STAPLES 961 69.4 496 SAS[6413, LFAS1603 132.9 106.2 75,9 VernERA-(V2M) Ir,NAIIS 2273 181.9 HVSuIV,HVS10N 80. 1 64A 45.8 VENITURA- (VINYQ tr, STAPLES 2273 181.9 129SHVSI0V' HVSION 41 PRO-SERJES BEADED (VINYL) r, 1653 4-119.1 PESSON, PB=V 9I0 72.9 52,0 PROSFIUFS HEADED (VNYL) r STAPLES 206.6 119.1 PBS80N, PBWV 108A 62,0 PRO-SERMS (VENYL) lr HAILS 237.6 190.1 TfMPSSION, PSSIOV 93.7 67.0 47.9 PRO -SERIES ("M) 14r, STAPLES 2373-7 11358PSSI0N,PSSI()V 99.8 Pw_sR (vRm) ir. NA5 206.9 165.3 118,1 PT8f2N'PTSI2V'm12CV 7 4 &5 34.7 PROISERIES ( VNYI.) 12% STAPIm t ;Z166.6 165.3 118.1 MIZN, PIS12V,PTS12CV 72.3- 57,8 413 UNIVERSAL, ( VINYL) 12-, NAMS 195S 149.8 r_ 106.3 UVSIZN. UVS12P, UVSI2CP 54,6 43.7 3731 2 UNWMAL ( VINYL) I r. STAPLES 185.9 4 1 +148,8 If1063 LTVS I 2N, UVS I 2P, UVS 12CP 65.1 52A 37.2 TRADE MAP K (VINYL) 10r. NAMS 206A 165.3 4118.1 TRMSIO?,',TRMSIOV 72.8 88 58.341.6 TRAM MARK (VINYL) Ir, STAPLES 206.6 165,3 118A TRMSIONJRMSTOV 86,8- 69.4 4M PROTECT PLUS (VINYL) W. NAILS 116 1653 119.1 PTSION. PTS10V 72 6 58 58341.6 119. 1 PROTECTPLUS (VINYL) torr, 206-6 '65 PTSImmu) v 1 -86,9 _ 69,4449.6 V, 411SWIr.Vi"iAFTENERF o Xq4NkT A&D HEADS OR STAPLE S WVT# V1 LEGS Amp %13(/CsZi r4eLcs TIMBER FRAAAAAIC FACCA A4 SCIAC QOA W&O D. OR METAL TA/ m F.4. rc.,A-) so F171 - 7'. 4 1 Lr44'C4 '- F'CRAVA1f4. wrrk CAJ,1 J I Rt_Ocx k'A4. SAVE WlVr#, VAILS -CAVE w1orm X4C 7. 4j4_cT e 2qL"m.4xjA1'm sp,9c,"6 -rce 744"!4 SOFFIrS W17- H MASONIty 61-OCX WALLS 4/or TO SCALE fA.ryd, vcml Ar LA,C,# AGMlelr&&A Wf"LORG I AA" q4*0 NEA0j STAPLES w1r.J" LONG LEGS A" o 4, Al' V a see "AeLesJr.4 S A C1 I IlAoIc. FA-1A _::/ tt WALL rt lt4 SZ4 TAALES 7 j/' 2;,' ZXo, w"p WA4(- r SA A4 C At Ar rjr,,A A4L7Z,fNA7,,e " ZL_ 0474,4L MOT AA4`7CO" J ATEACH AfA01- 71/494A FRAA1tW4 CAI r-1)' Afem A9 1-01/6 A* "S 'To SHANKS AND 3/ tnf READSV AI o-tsrAuesw.,ry IL A 4,'A(G /- CGS AAIA 14 GAc j SEt L 4*jr MAIL 7-Adl- C -& M. ANA I r 80A19 7' t/^l WL J'. sorp/ T- r. I, J." SEA rwgrztsI-F-AVE 1,.1107R.SZC 7'A8,L1ES1_ CNAAW& SA.'e Ar AT AAXt'A I SO,rrl'r WirH 1N000 CRA,'1&1 WALL sorFiT wro Root FRAMFAtG Vor To SCAI-& Nor TO xc*i. N_ Z-7 Allen N. Reeves, P.E. Structural Engineer Florida License #19354 le L/ 25- S4597, 2017 HR Engineering, Inc. r> f6 paY zatZ PRmcT No.J&290 _zo- 7 STEET__L CLIENT IOLYGe*ILM1 71(;- BY__A_._ALC V_F_X_ IPRWEC-NAME:jtA5YlG $Oi"F/ rJ-FLORtDA LONG SPAN TABLE MASTIC SAVE VADTR IN INCHES tr ts" I 18" I 2t" I U" SOPFITTYPE ENVOY (ALUMINIIM)Ir. NAILS 288.0 170A 112.5 79.8 59,5 SVGI2N20,SVGt2V2Q 2753 162.9 107.6 761 56.9 ENVOY(ALUMMAf) 1r,STAPLES 2S8.0 170A 1125 79.8 59.5 SVO12XM.SVOt2V20 275.3 162.9 107.6 763 56S ENVOY (ALUMINIIM)B',MILS 576.0 340,8 225.0 159.6 119.0 SVO6N, SV06V 550.7 325.8 215.1 152.5 1118 ENVOY (ALtIMINUM)6-,STAPLES 576.0 340.8 225.0 159.6 119.0 SVG6N,SVG6v 550.7 325.8 215.1 152.5 i -1118 ENDURANCE (AE.UMtNUM) tr, NAILS 242-5 143.5 94.7 67,2 50.1 SVGt"20144, SVGVQ0144 231.9 137.2 90.6 642 47.9 EtNDURANCE (AI(J`M1N(3M)12", STAPLES 2425 143.5 94.7 67.2 50.1SVON420t44, SVGV420144 231.9 1372 90.6 64.2 47.9 ENVGY(AmmNuM) 1r,NAIS 2)18.0 170.4 1115 79.9 59.3 SAS 12219, LFAS12219. SASMO, LCAS123 t9, 2753 1619 107.6 763 56.9LFAS12319SAX122WLIFAX12219T ENVOY (ALUMINUM),Ir,STAKES 288.0 170A 112.5 79.9 59.5 SAS12219, LFASIn19. SASt2319, LCA.S12319. 275.3 462.9 107.6 76.3 56.9LFASL23t9SAXI22I9TIFAXI21t9T ENVOYQUAD(ALUMINUM) 16. NAILS 216.0 t27.8 94.4 59.9 44.6 SASI6419, LCAS16419, 206.5 122.2 W.7 57.2 42.7 ENVOYQUAD(ALENIM M)16%STAPLFS 21&0 127.8 84.4 594 44.6 SAS16419, LCAS16419, 206.5 122-2 80.7 57.2 42.7 FNDURANCE(ALUMM1M1fr. NAILS 2425 143.5 9C7 67.2 50.1 SASI2216, IFASt2216,SAM2316,LCAS12316. 23L9 1372 90.6 64.2 47.9 LFAS123I6ONDURANCE( ALUM)NUM)fr. STAKES 242.5 143.5 94.7 67.2 50A SAS12216; LFAS12216,SA91231CLCAS12316, 231.9 1372 90.6 64.2 47.9 EFAS12316ECONOMY( ALUMO SOFFIT fr, NAIIS 197A 116.6 77.0 54.6 40.7 SASI2313, EFAS12313, LCAS12315 189.4 111.5 73.6 522 38.9 ECONOMY ( ALUMIN(tM} SOFM fr, STAKES 197A 116.6 77.0 54,6 40.7 SAS12313, LFAS12313,WAS I2313188.4 111.5 73A 52.2 39S ECONOMY ( ALUMINUM) SOFFIT 16", NAILS 147.8 97A 57.7 40.9 303 SAS16413, EFAS16411 14L3 83.6 55.2 39A 292 BCONOMY ( ALIMI LIM) SOFFIT 16', STAPLES 1473 87.4 57.7 40.9 305 SAS16413, IFAS16413 1 -141.3 83.6 552 39.1 292 VERnMA-( VINYL,) Po^, NAILS I }329.2194.8 129.6 912 68.0 FMIOV. HVSION 73.8 56.8 46.1 38.8 33.6 V@rRltA-( VINYL) IV, STAPLES 3292 1944 t28.6 91.2 68.0 HVSIOV, ION 763 58.7 47.7 40.2 34.7 PRO - SERIES BEADED (VINYI.)r,NAAS 374A 221A 146.1 103.6 77.3 P ossm. PISWV 83.9 64.5 52.4 44.1 38.1 PRO- SER®FsBEADED(VINYL)r STAKES 374A 2214 146.1 103.6773 PBmN, PBS&IV 96.76 66.7 542 45.7 19A PRG- SFRIES(Vwn) IV, NAILS 3442 203.7 134.4 953 7L1 PSSION, PSSIOV 772 59A 482 40.6 35.t PROSERES ( VINYL) fr. STAPLES 3442 203.7 134.4 95.3 71.1 PSS1oN, PSstoV 79.8 61A 49.9 42.0 363 PRO, NERIFS (VINYL) tr, NABS 249.4 147A 97.4 69.1 513 PTSt2N, P1SL2V,PTSI2CV 55.9 43.0 35A 29.4 25.4 PROSE IMS (VINYL)12-, STAPLES 249.4 t47.6 97.4 69.1 51.5 PrSI2N, P1512V,PTSI2CV 57.8 443 36.2 30A 26.3 mm- mSAE, (VINYL) tr, NAILS 224.3 132.8 87.7 62.2 46.4UVSt2N, UVSIIP,UVSMP 503 38.7 3LS 26.3 22.9 t224. 5 I32.8 87.7 622 46,4Wsl2N. U}t 52. 1 40.0 32.5 27.4 23.7 TRADEMARK ( VINYL,) IF,NAI.S 299.3t77.1 116.9 82.9 61S TRMSION. TEMSIOV 67.1 51.6 4L9 33.3 3T5 TRADEMARR( VI.LYL)IV, STAPLES 2993 177A 116S 82.9 61.8 TP.MS10N,TRMSIoV 69.4 53A 43.4 36.5 31.5 PROTECT KIM (VINYL) IV, MARS 2993 177A 1169 82.9 61.8 rMION, PTStOV 67.1 51.6 41.9 35.3 305 PROTBCTPIUS ) 10". STAPLES+299:3 t77 L t 16.9 82.9 61 8 PPSION,PTSIOV 69,453.4 43.4 36.5 31.5 ALLOWABLE DESIGN WIND PRESSURES IN PSF MULTI SPAN TABLE (EXTERIOR CEILINGS MASTIC - SOFFIT TYPE Beaded ( Vim r, Nails Solid- PBSSON Vented-PBSSOV Beaded ( VitrA 8", Staples Solid- PBSWN Vented-PBSWV Pro& ries Double 5 (Vinyl)10",Nails Solid- PSS10N VeAW-PSSIOV Pro - Series Double 5 (ViwA 10", Stapler 50.6 Solid- PSSION Vented-PSSLOV Pto,% ica Triple 4 (Vinyl) I2-, Nair 36..7 Solid- PIS12N Crater Vent-PTSI2CV Pull Vent-PTS12V Pro - Series Triple 4 (Vinyl)12", Staple 36.7 Solid- PTS12NC Vent-PTSIXV MVeru-PIS12V Trade Mark Doubt, 5 (Vogl) IV, Nails 44.0 Solid- TRMSION Veared-TRMSIOV ,. Trade Mark Double 5 (Visyt) LO", Staples 1-44.0 Sofid- TRMSION Veined-TRMSIOV Protect Prue Double 5 (Vlayl) for, Nails 1-44.0 Solid- PT'StON Vented-PTSIOV Protect Plus Doable 5 (Vmyt)18", Staples 144.0 Solid- PLSION Vaotad-PTSIOV Veneers- Triple 3 1/3, (Vinyl) tO", Nails 48.4 solid- HVSLON V d-FIVSIOV Ventura- Triple 3113.(V'nyi)tot-,Staples 48A Sofid- HVSION Vented-FIVSIOV Universal Triple4 (V nyt) t2", Naas 33.0 Solid - UVSI2N CenterVeat-UVSI2CP Full Vent -UVS12P Universal Triple 4 (Vinyl) fr. Staples 1-33.0 Solid - UVS12N Center Veat-UVS12(R Full Vent -UVS12P The detail for thistableappears on Sheet 2 of3IX2 647TENS_ ArTACRE6 TC EACA FRAMING MEMtLA W/ri( WS K L" WOOD Sclecwr GENERAL NOTES DESIGN PRESSURES LISTED IN TABLES ARE BASED ON COMPARATIVE AND RATIONAL ANALYSES DONE IN FIR PROJECT 17090003 AND ARE IN CONFORMANCE WITH THE 2017 FLORIDA BURRING CODE AND THE 2017 FLORIDA RESDENTIAL CODE. THE 2017 FLORIDA BUILDINGCODE IN SECTION 1609.1 AND THE2017 FLORIDA RESIDENTIAL CODE IN SECTIONR703.I21 DIRECTLY MANDATE THAT THE DESIGN WIND PRESSURES ON SOFFITS ARE TO BE THE SAME AS THE ADIOR41NG WALLS. WHERE SHORT SPAN AND LONG SPAN TABLES OVERLAP, THE LOWER VALUES GOVERN AND SHOULD BE USED IN INSTALLATION DESIGNS. rIA? AEK fR A Alt E CD L'- O" M4x 1Af0^1 SPACING 1 4ONG ,ioor"Va NAtlsj OX STArLES W/r# ILoAtCLBCSX7i+(16 GA GEl0 1N CACN w414 044 SCI A a40AA0 F FASClA I Tt /M WALL MASTIC S DFi! .ii,C12r" f2" fP CNAMMEL, AfvLTirfAKTA?LE f`ASFEKGASl'?AX. MAX. /1pAClNG JAMS AS SAVE W/orM (INLIMIT °e_D .Ar BArr"s 6' aFo-1r FOR klIPE EAVr-S Awn e)t7ErR/09 CE1Ll JOr TO XCAL4 -. m- Double 6has "V" grooves every6" across width, and each panel. i8 I2" wide. Triple 4 or T4has MV" grooves every4" sam width, and each panel is t2" wide. Quad 4 has "V" grooves every 4" across width, and each panel is 16" wide. Triple 2-213 has "V" grooves every 2-213" across width, and each panel is 8" wi&- Double 5 has "V" grooves every 5" across width. and eachpanel is 10" wide. Singh 6 or S6 has "V" grooves every 6" across width, and each panel is 6" wide. Triple 3-t/3 has MV" grooves every3-1/3" across width, and each panel is 10" wide. Allen N. Reeves, P.E. Structural Engitleer Florida License #19354 1- REV. z7X"I 2017 /Ta9ooDi FIR Englne"Ing, Inc. DATE:A K61Y. 2ofz TNO, 11ft30030-7 %eu 2 Off_ CLIENT PLYG" lAfAsric 1 BY: A. REEVES i PROJECT NAME MAsrrC SOiil rS - FG 09IDA S0FM TYPE 1a^ L2^ L6 3auaLE 6" (ALUMINUM) 12", NAILS 169.1 t 35.3 4-96.6AASt2219, AFAS 12219 169.1 t35.3 96.6DtLtLt6 (ALUM€NUM)12-,STAPLPS 169.1 135.3 96.6AAS12219,AFAS12219 i 177.0 141.6 101. I OUBL.E6^(ALUMINUM)12-,NAILS t42A t13.9 8t.4AASt2216,AFAS12216 142.4 it3.9 L4 UBLE6" (AD MINUW tY,STAPLES 142A 1139+81-4 141AAS12z16, AFAS12216 fRF 4^(ALUWIN M)IP::RAa.S 177.0 169.t 6 135.3 101.1 96.6AAS12319, ACAS12319, AFASt2319 169.1 135.3 96.6 RIPL.E 4"(AL.L`MINU )12^,STAPLES 169.1 135.3 96,6AAS12319, ACAS12319,AFAS12319 177.0 41.E tOLf QUAD4"(ALUMMU) 16", NAILS 126.8 101.5 1 +72.5AAS16419A,ACAS16419A E26.8 101.5 725 UAD4^(ALUMINUM) W. STAPLES 126.8 101.5 72.5 AAS16419A,ACAS16419A 1321 1062 1 75.9 TUPLE 4-(ALUMINUM) Ir, NAZIS 142A AASIZ316, ACAS[2316, AFAS12116 142.4 113.9 81.4E4'(ALLZNUMiAP1,ES 142A 113.9 51.4AAS12316. ACAS42316, AFAS12316 LE4- (A1. IMUM) SOFFIT 12^, NAILS 177.0 f4[ 6--- SOE.t AAS 12313, ACAS12313, AFAS123 0 115.7 115.7 92 6 92.6 W 1 66.1 F 4^ (ALUMINUM} SOFFIT IZ-. STAPLES 115.7 4z.6 66.1AAS12313. ACAS 12313, AFAS17313 77.0 14L6 101.1 TFtIIPI.E 31/3-(VLNYL)to",NAILS 227.3 t%1.8 129.9VST3N,VST3vMI 64.t 45.9 RIPLE31n^( VQ4YL}€4',STAPEFs 227.3 t.8 C29.4 vsT3N,vsT3V 95A 763 54.5 HEADED ( VINYL) e-• NAILS 206.6 1653 F tB.I vst3223x, vSti223V 91.0 72.8 52.0 BEADED( VINYL.) S",STAPLES A 206. 6 t65.3 118.1 VSB223N, VSa223V 108.4 86.8 62.0 BLE F- PRESCUM (VINYL) 10", tests 237.6 190.1 135.8 VSDSN, VSDSFV 83.7 67.0 47.9 M U5-PPErnu(VINYL)Ir. STAPLES 237.6 190.1 135.8 VSD5N,VSD5FV 99.8 79.8 57.0 MIUMTRIPLE 4^(V3 ))12^,NAfLS 206.6 165.3 t18.1 vSraN,VSTaFv, vST4CV 60.7 4$.5 34.7 IIUMT1zIPLE4-(VINYL) 12-,STAPLES 206. 06.665. 13 65.78t18. 1 VST4N,VST4FV,VST4CV 4L3 HOMY TIME 4^(VINYL) 1r,NAILS 185.9 148.8 106.3 EVSI2N,EVSIZP,EVS12CP 54.6 43.7 31.2 O14Y TRIPLE 4-OANYL)12^,STAPLES 185.9 148.9 106.3 EVSt2N,EVSI2P,EVSIXT 65.1 52.1 37.2 76Mr 5^( VINYL) 10", NAILS 20b.6 65.3 118.1 EVSDSN, EVSDSv72.8 f 41.6 MY DOUBLE 5" (V€NYL) 10^. STAPLES 206.6 58.3_ 165.3 4119 t EVSDSN, Evsrm 96.8 69.4 DOUBLE 5-( VENYL) 10^, NAILS 216.9 173.5 49.6 124,0 SVSDSN,SVSDSF'V 76.5 61.2 43.7 OUBL.E 5" (VINYL) to". STAPLES 216.4 1 1 +173.1 124.0 SVSDSN,SVSDSFV 91 1 72.9 52" Details that ¢ o with this table avomonSheet Iof 3 AAS12219, AFAS122t9 , 1 `288.0 j +170.4 112.5 ( 79,8 1 59.5 i -275 3 162.9 107.6 76.3 DOLT3I.F6 {'[-t,`M OM? !z'. STAPLES AAStnis,AFAstu19 298.0 275.3 170.4 1629 112. 5 1076 79. 8 76.3 569 DOUBt, E b^ {ALUKitNtt#a} 12-, NALIS AA512215, AFAS1ut6 242.5 143.5 44.7 67.2 is 50.1DOUBLE6- ( ALUNnNlnrt) (2". STAPLES 231.9 C37.2 90.6 y... 64.2 67.2 47.9 AASt2216, AFA512216 _ 242.5 231.9 143.5 372 1 4, 7 T 90.6 64.2 47.9 TRIPLF 4^ (ALUMINUM) 12-, NAILS 288.0 170.4 t f 2.579.8 j g9.5 AAS i2319, ACAS12319, AFAS12319 275.3 k62.4 t07.6 t 6.3 i 56.4 TRIPLE 4^ ( ALUMINUM) 12-;STAPLES 288.0 170.4 1115 79.8 59.5 AAS12319,ACAS12319,AFAS12319 275.3 162.4 f07.6 76.3 56.9 QUAD 4-(AL.UMINUN016", NAILS 216.0 127.8 84.4 59.8 - 44.6 AASI6a19A,ACAS164t9A206.5 122.2 80.7 572 42.7 QUAD<"fait3Mthltrt.t}t6'. STAPLES 2t6.0 127.8 84.48 44.6 AAS16419A,ACAS16419A206.5 122.2 80.7 2 42.7 a-(ALASIM6, IrS12,31s 242.5 143,5 94.72 F-64,250.1 AAS AASi23t6, ACasF2316, AFASl2316 231.9 137.2 90.6 47.9AASI23j6,AFj2-3[g+2425 143.5 94.72 j 50.1. AASt23t6, ACAS12316, AFASt23t6 2319 137.2 90.6 64.2 ! 47.9 TR1P[E4 {ALUttfxUM}SOFF'T ^.NAas 9Zt r--+116.6 77.0 1 54.6 ! 40.7 AAS12313, ACAS12313, AFAS12313188.4 1t.5 73.6 52.2 38.9 grEa^ (ALUMM..)-r"r STAPLES t97,1 116.6 77.0 54.6 40.7 AAStz3 t3. ACASt23t3, APAS1z313 188A 111.5 73-6 52.2 38.9 TB LE3113 (V1010^,1---- 329.2 194.8 128.6 91.2 VMN, VST3v 73.8 56.8 46.1 38.8 33.6 TttlPLE50-(VINYL) 10% STAPLES 329.2 194.8 128.-6 41.2 68,0 VS73N,VST3V 76.3 58.7 47.7 40.2 34.7 HEtDED(VINYL) r, NAU 374.1 221.4 146.1 103.6 77.3 VSH223N, VS6223V 83.9 64.5 52.4 44.t 38.1 BEADEa(VOM)S^, STAPLES 374.1 221.4 14&l- 7t03.6 77.3 VStt223N, VSBMV 96.76 66.7 54.2 45.7 1 39A DOUaLES-PRB M(VINYL)1a^.NAILS 344.2 203.7 134.4 95.3 7€.1 VSDSN, VSDSFV 77.2 59.4 48.2 40.6 35.1 DOUBLE 5- PREnat3tel {VPYYL) 10" STXpL.ES 4 ALLOWABLE DESIGN WIND PRESSURES IN PSF MULT1 SPAN TABLE ERIOR CE111MG CELLWOOD SOFFIT TYPE Badod( Vag4)S`, NA& 1-55R Sato-VSti223N Vexed- VSBMV B (Vm3(? 8 , staples I-SS.O Said-VSBMN VauodVS=V Prmthmt Doable S ( VisytjTr, NaTs1-50.6 vSDSN Ve red-VSDSFv Pr=i m Double 5 (Vinyl) IV% Sttldea 1-50.6 Sari-VSDSN Vetoed- VSDSFV Pmm€um Triple 4 (Vinyl)12', Nab 436.7 Solid-VSr4N Cates Vent-VST4CV Fall Vent- VST4FV Prerni-Triple 4 ( VW) M. Staples 36.7 Solid-VST4N CmtaVax-VST4CV Pad Vent -VSC4FV Eooaemy Do" 5 ( Vinyl)1r, NwU 1.44,0 SOW -EVSDSN Vented -EVSDSV Emno yDouble5 (V" mglj ta`, Steptul44,0 Solid -EVSDSN Vented - EVSDSV Tree 3 113, ( V-myg t0", No& SOW -VST3N Vented- VST3V Triple 3113.(Vmyt) jr. Stytas 148.4 Sofid Vented -VST3V13--my TriPle 4 (VirrA 12", NeOs 1-33.0 Said-EVSt2N CmrcVeot-Ml2a Fa VeM-EVSt2P F.--y I Trple 4 (Vfuyl) t2 , snpt- 1-33.0 Said-EVS12N C4wervaa- EVSI" tuff Van- EVSt2P DwbkS,0'igyQ1r Nails r-46.2 Solid -SVSDSN Fall Vat- SVSDSFV Do" 5,(Vmyl) tar, Stapid 462 Solid -SM5N FullVan -SVSDSFV T e de Odi fordtis tattleouStreet 2 of3 V 344.2 203.7 134.4 95.3 71.t 79.9BDSFv -79.9 61A. 49.942.0 363 PitEWtiM TRFPLE a^ (v[NYL)1z^, NAILS 749.4 C47.6 97.4 64. t 51.5 vsraN vsraPv, VST4cv 55.943.0 35.0 29.4 25.4 PREMttP.N. TRIPLE 4" 12",STAPLES249.4 t47.6 91.4 69,1 t5t_S VST4N, VSTaFv, VST4CV 57.844.5 30.4ECONOMY 26.3 TRIPLF4-(VtNYL) 1z-, NaCZS 224.5 132.8 7 62.2 j d(>.4EVSE2x, EGS12R EVSi2CP 50 3 { 38.7 361 5 26.5-22- 9ECONOMY E s YL)EVS 12'. STAPLES 224.5 132. g t 7 F -'6 46.4 € SL2N, Evsux, eVs1zP. EVS[zcr12P. 52.1 40.032.5 27.4 23.7 ECONOMY DOUBLE 5" (VINYL) 10-. NAtLS 249.3 82.9 6 1,8 tnrSoSN. EVSDSV 67.t 1.64719 353 30.5N43Mraa}a5 1a^,SrraP[Es 299.3 tt6.9 82.4 6t.8 DOUBLE S^(VINYL}t0", 69. 4 53.4 43. 4 36.5 31.5 4 xAtLS 3143 185.9 1221 . 87.1 64.4 SVSD5x, 5VSD5Fv 70.5 54.2 44.1) 37.1 32.5 DOUBLE 5- (vtNYL) [o^, STAPLES185.4 122.8 87. t 64.9 L : sysDSN, SVSDSFv 72.9 56. 1 45.5 3g.4 33. t D3 - Deceits titer go with (his table arefotInd on Street 1 of 3UUAllen N. Reeves, P.E. Structural Engineer Florida License #19354 c A&V. 27 scar, Zw7 alaaa3 0 Jt tiL HR Enginewing, Inc, oATE Z7M4ecHZarSPRm:cTw./$030o2/ SS T ( 3 tit CLIEW+P(-yCEf'l,MASTIC Hy: A. REEVES PRMCTRWE:MA.MC SOrr/rs- AiLOXIVA 27 scrr, oi7 G A. i MOM WM C;,e YAK.) TYPICAL ELEVATION WITH FASTENER SPACING e IUK. W O.C. X THRUFN Installation Notes: 1. Seal flangeKTame to substrate. 2. Use #10 PH or greater fastener though the nail fin 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. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013.10.22 07:06:54-04'00' 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 he seating consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions i packaged with the window or go to www.jeld-wen.com/resources/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 ssa except as authorized by JELD-WEN Inc. NAIL FIN INSTALLATION 1 1/2" MIN. EMBEDMENT MIN. DISTANCE O 2xWOOD FRAME FOR EDGE: 3/4" MIN. DISTANCE 2x WOOD 3FOREDGE: 3/4" FRAME 1/4" MAX 3 7fSHIMSPACE 2FRAMESECTION (TYP) 1/4" MAX VERTICAL SECTION SHIM SPACE AgzE. Gd b•u thtirg ftvge.6 Wee! Opei.ry. 16" 1 1/2" MIN. Tt16" 3/16" EMBEDMENT DOW NING 995 SILICONE 1-GLASS BITE 14.2 mm GLAZING DETAIL JAMB SECTION (TYP) HORIZONTAL SECTION NOtE Cmdk b•t" NOA"yFiwW Q Wood Opemng, 1/4' MAX _.... _. _.... SHIM SPACE 3 MIN. DISTANCE FOR EDGE: 3/4" PREMIUM ATLANTIC VINYL SLIDER 2XWOODFRAME IMax Frame JOPRATINGIIMPACTI 1/ 2' MIN. EMBEDMENT 74 x 62 1 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bome debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. v I i 0 j 7 •: 1 7C = PROJECT ENGINEER: DATE: 09/ 25/2013 scALE: NTS 3737 Lakeport Blvd il Klamath Falls, OR. 9760E Phone: ( 541) 882-3451 DRAWN BY: D. Vezo CHECKED BY: J. Kantola TITLE: 0. Premium Atlantic Vinyl Horizontal Slider Nail Fin Installation (74" x 62") APPROVED BY: PDTb)( 4N t 339 IDENTIFIER No. NCrL 210-3898- PLANT NAME AND LOCATION: A- FBC CAD DWG. No.: REV: as SHEET 1 OF 4 I 0X- YAK W MM TiMkf A116 cormm Ir OX- WX TMJAW WWOW WIM (rr MM) i TYPICAL ELEVATION WITH FA5TENER SPACING MIN. DISTANCE FOR EDGE: 3/4`, 1 I/2" MIN.. EMBEDMENT 1/4' MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION GLAZING DETAIL 1 1/2" MIN. EM ICORNIN6 MIN. DIST 5ILICONE FOR EDGE- S BITE MM THROUGH FRAME INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION 1/4' MAX SHIM SPACE 3 1 V2' MIN. EMBEDMENT PREMIUM ATLANTIC VINYL SLIDER MIN. DISTANCE Max Frame DP RATINGIMPACT FOREDGE; 3/4" 74 x 62 +50/-55 1 NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 3. Host structure (woad buck, masonry, steel) to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum, glazing shall be 3/16" annealed insulating glass. project of installation. 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 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/resourcesfiinstallafion. 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. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bome debris protection is mandated by local building code. ct 1:'t t ttt z`' 7. Maximum sizes are buck sizes and do not include fin or flange. rfi PROJECT ENGINEER: D. VezoKantola WWi` ED BY: i . P66 P 6 SW IDENTIFIER N. NCTL 210-31 SC 09/ 25/2013 jMDIyF th F Lakeport Blvd SCALE; Klamath Palls, OR. 47601 N I Phone: (541) 882-3451 Premium Atlantic Vinyl Horizontal Slider Through Frame Installation (74" x 62") AND LOCATION: f CAD WWOow WAN (74- YA)L) TYPICAL ELEVATION WITH FASTENER SPACING MIN DISTANCE FOR E06E: 2 V2' 6 • 4'. MASOMYL2BLOM d .. cur MtN. r 3 EMBEDMENT 4 , 6.0THRU VIV MAXYYBSHIMSPACE FRAME SECTION (TYP) AEU VERTICAL SECTION 3/Ib' DOW CORNING 995 SILICONE GLAZING DETAIL UV MAX SHIM SPACE 4 EMBEDMENT ASOWV o a•aloe CASS BITE 14.2 , f MASONRY INSTALLATION t 1/4' MIN. EMBEDMENT t/4' MAX MIN. DISTANCE SHIM SPACE FOR EW6 2 t/r O V v 2, BLOCKY 1 JAMB SECTION (TYP) HORIZONTAL SECTION PREMIUM ATLANTIC VINYL SLIDFR t--t MIN. 01I5TANCE FOR ED6E- 2 1/2' Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida of 1 1/4" into concrete or masonry at each location with a 21/2" min from edge distance. For concrete Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 3. At minimum, glazing shall be 3/16" annealed insulating glass, to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same opening. 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 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/resourcesfinstallabon, 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. Max Frame DP RATIN IMPACT 74 x 62 50/-55 1 NO 6. An impact protective system is required where wind bome debris protection is mandated by local building code. t ti t i f///. 7. Maximum sizes are buck sizes and do not include fin or flange. r c A O PROJECT ENGINEER: DATE: 09/ 25/201 DRAWN BY: SCALE: D. Vezo NTS CHECKED BY: J. Kantola TITLE: T iT APPROVED BY: i 411 P Tt!66EY4 O. . 398 398 IDENTIFIER No, NCTL 210-3898- PLANT NAME AND I A- FBC J- W Lakeport Blvd Klamathth Falls, OR, 97601 Phone: ( 541) 882-3451 Premium Atlantic Vinyl Horizontal Slider Masonry Installation (74" x 62" ) DWG. No.: I REP: 00 I SHEET30F4 I&W O.C. W WAX. nomWIWI= 4 a iw all MKIOM WWN (74' MAX) TYPICAL ELEVATION WITH FASTENER SPACING 17' oc. AM TimAm Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property 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 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/resourcesfinstaltafion. 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 JEL D-WEN Inc. t- tc tA,r/i MIN. DISTANCE FOREDGE: u2• Mirt. cmbedmcnt r3/16- l8 gauge minSteelStud AX SPACE FRAME SECTION (TYP) MIN. DISTANCEVERTICALSECTIONFOREDGE: 1/2" C2 3/16" bOW CORNING Min, embedment -- 995 SILICONE of three threads past frame STEEL INSTALLATION 1/4" MAX SHIM SPACE GLASS BITE 14.2 mm 1 GLAZING DETAIL JAMB SECTION (TYP) i HORIZONTAL SECTION 4' MAX SHIM SPACE 18gagt in Stul Stud Min. CmhCArtK t PREMIUM ATLANTIC VINYL SLIDERPastfrmnt Max Frame DP RATING IMPACTFOREDGE: ur 74 x 62 +50/-55 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) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bome debris protection is mandated by local building code. 7. Maximum sizes are bud( sizes and do not include fin or flange. v • PROJECT ENGINEE f: © ;, J DRAWN BY: D. Vezo J. Kantola r` 398 6[jC 9S8 DENTFFIER No. 09/25/2013 3737 Lakeport Blvd NTS EKlamath 541) 882 3451 Premium Atlantic Vinyl Horizontal Slider Steel Installation (74" x 62") REV: 00 ( SHEET 4 OF mm wxw j _7'r— 1. 0, m"I j mm varr. NYMEAVE SMO (M VW FOO QM Wft AWL OW *ON . - fe-e L awnowt an" am Lom poomw lmw h2kalram K 04maw -o'er lamLimaillm Oft '44vow= SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL 'B"; TRACK AND JAMB DETAILS, SHEET I OF 2 OPT04AL OWING MAY BE STANDARD OR IMPACT RESISTANT GLAZING, SEE SECTION B-S FOR DETAILS, MAX, STANDARD SIZE IS *2-1/2*x16*. UPACT RESISTANT GLAZV4 IS 21-5/8*04-1/6*, WESTOWW. I 20 Ok Ala $%M AyttCHOD 10 ON* va WN Too-IL-LOC risen wnw a Cvlrm vew V 3' TALL U-BAR SECTIONA -A (SIDE =11- 20 G& G*LV STEEL CiMIN. YMO STRENGTH: 5k'I4 we i 2' THICK T, too Mw Loa 10aAx 0112 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACIV ATTACHED W/(4) SHEET METAL SHIP LAP JOINTS. 4 GAL GALV, ROLLER HINGE. 4EACHHINGEFASTENEDTOENDSTILES WITH (4) 114.5/8- SHEET METAL SCREWS AND (4) 1/ 4-x3/4- SELF TAPPWG SCREWS. SEE VIEW V, 1# DENSITY POLYSTYREHE FOAM WSULATKIN 1- 5/16. THNCIC WITH VINYL HAIRCELL BACKER ( INSULATED MODELS ONLY) 3* TALL It 20 GA. GALV. STEEL U-BARS IN 25 GA. MIN'&:ED-ON PRIMER. ON VSTEELSIONA2-1-2-1 PATTERN (I.E. TWO U-BARS WITH A L ONE UW - ON NEX( BOTTOMSECTION, WnH 2) 1 = SELF TAPPING SCREW$ PER U AND A BAKED -ON POLYESTER SECTION. ETC.). EACH U-BAR ATTACHED TOP COAT APPLIED TO BOTH MM OF STEEL SKIN. ff= rtaaut AD= Awt00K M 114 *MAuar ftW(NWWUMCM 000 ON DO -topm114MAOV Cmwaa 0 scuxw 0^166mI* *= * OtAlwat m NW. 3) AM my I 'In 04000am Alit XXX A**gM& a llft;C.OAAUDW W I OU.Y= Mel 4, V0,,Wt W.ro m m m w m CA CCV Ctl CC CC ww aw W.,,` 13 GA. OALV STEEL BOTTOM BRACKET, ATTACHED WITH ( 2) 1145/8' SHEET METAL SC40: ALUMINUM EXTRUSION VINYL WEATHERST". DESIGN LOADS: + 24.0 FISF TEST LOADS: + 36.0 PV & -37. w;"Vwm " OEM VIKIPLO" m MX WEIR SIM PAN-21`153 Alt, W4 16'0'W I, 16'0*H glepay MPC1/3/97 CLASSC AND CH RP STEEL PAN BM'AS805NDLOH BLVD. I'll- IT, ,{ACC DOUBLE -CAR, 16-W +24/-24,5 W fig Productsan , (513) 770-4800 '15 ImAviz W;im- 0SItt,- C- 0,494,,, M WaW4 04defflold, li 1 101711 IMPACT RESISTANT ASSEMBLY DETAILS c"IUNVANG 10 171 1 -A SECTION. B-8 (IMPACT —RESISTANT GLAZING OPTION) mr"m Sim MWL Alsew M-0m t—womek tw-w (10) Ot SlIr .0"t KIM& Aws 6 QW*W STANDARD ASSEMBLY DETAILS DIL4MMO 40171149 RD ASSEMBIY CONSMLICM, AMW UMS AWLAKCM&TUZZ PL4$KXn OM ON L!!Cn CP MPMVW = KASM W A00MMOMM 1aa1 W/WW m" TW %W5=ft A3=ftY WM= N COMPUWU wak WEM r4 wo LOAD amaem or w rJWC Kkam cm cm WrOvVioKk C ~ DEB" "Ealood wn" * Fww)• K CX= Wy WWLrW4 SUWhM X!%W 00 00 %4;6= & FLUSK CLLOW " Lmw AMOK ft OR1/4W Wm" = I m( om 0-40 NcHm 6W K COLNIOMW =%l V=T&PROAX A FUM WAM, SAME .092DUM LGV) at/c* OAS cowla^vlow STIW WOULM4 11 10m vxq 2.6 1OLLOW 00t "4 vt =vIr fillJ X " QWV Vm mm ME — us SOW# it F=t 1 46 Sl Qkv kW- Uc FASIDOW 10 WM Loa r swAx 14 0A. QkV ROLLER OWE EACH HWM Do smn oft (4) WUL 9M" AND ow RNm mv t~ ser449. W ULL V*W SMW Vnn NWO rats"n on wke. r1w J OF TW SWOM" SVWCt,,VL CJVDn $K K NETHEP"Wvm0ft (W 40me " w "DW OR W"m me w AC:*ftWXE Ut* C~ MSMOOOM MR 1W LCAUS Wn ON r, akwm. rm" Wavu— OW02: 4 Building Pro W- PZ 123M Company TOMP.E.#91513 ij c1Qd9s.•19 - - 1j" Wracwk =& Kj"Off ownowsIrTALL " (M A] 3 ct wo. rm "A &%CW AM wou 3E 3r. a r- L. --- Wf 6, 00, IL,X AWMCK W11&V Jri Ix Z- U. WOEV". wwllwl—m Ut FmWKOno& v am W11 DESION LOADS: +24.0 PSF & TEST LOAM: + 36,0 MASONITE. WOOD -EDGE STEEL DOOR UNIT 6-8" DOUBLE DOOR WITH / WITHOUT SfDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIOA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 2, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUS IS REQUIRED ON GLAZED SIDELITES. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (FWZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4, POLYURETHANE CORE FLAME SPREAD INDEX Of 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TMT IIPGrMPTtM nr<ff MATH I 1 C rp— SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN MIN SMOKE DENSITY ASTM D2843 70.2% TENSILE STRENGTH' ASTM D638 1.8% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 E71aL Il+Z+tZ I3i 1r?=+Zs1 l'I Z+lZGli1 TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORlNO LOCA IONS & DETALS 3 JANCHORING LOCATIONS & DETAILS I49* Wf OVERALL FRAME MOTH OaC Cs O21" MAX 36.375" MAX. „N QD.L.O. PANEL WIDTH -- 37.5" MAX. Q Q W/ASTRAGAL FRAME WIDTH Er O L LOU Ili a cn X cs> g 1 4, AMMIXSB? to MAY CIxlfmfimNo: AJ O011 I/ RpaW W. 00 SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELfTE WITH SIDELITE WHERE WATER INFILTRATION PERFORMANCE IS 1 DESIGN PRESSURE RATWG REQUIRED TO BE 15% OF DESIGN PRESSURE rnue€r. uev mir<Tu cuauriur_ T roncwur T- a X 37.5 1 N A 20.0 20..0 550..0 05500..0xX57545.004 55.0 55.0 55.0 N/A 3300,..0G 3300...00 ar XO 75 5G5.4 55.0 56.0OX 0X0 12.5 55.0 55.0 55.0 55.0 N A ZO.D 20.0 30.0 30.0 50.0 50.0 OXXO 149 55.G 55.0 W .fi KURT BALTHAZOR FLORtDA P.E. 56533 DATE: 5 26 17 scscF: .i.S, N owc. eY: sws CHK. BY: mxw" w.: D _ _FLo211-1 sly 1 of 3 m SEE DETAI c* 3" Q J8 x 2- 8 x 2" DETAIL "D 1,375- Amy— T iaamNG THRESHOLD F' 10 x 5/8" 10 x 5/8 " 10 x 2-112" 10 x I" x 5/8* DETAIL "C' 0.962"f BUMPER Q/S THRESHOLD 1.482" 1.75- E 1047- T T Z—SERIES Q/S THRESHOLD HIGH DAM O/S THRESHOL 10 111: 00 a d a. SEE DETAIL D" E DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6" EE DETAIL C' 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL -F-. ASTRAGAL HOT Ll.EJ ELASTOVER 5 x 1-1/2- pHs HOT uELT CLASTOMER 1/2- 84'E NTFMR TYPICAL GLAZING DETAIL NON —IMPACT Q ASS Lo C) C) Qo ct co Zt Lo V) L4J 5/26/17 N.T.S. BY- sws ay: Ic No, A-FL021 I - f 2 oF 3 SEE DETAIL C* SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LO&S, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2-, WOOD SCREW EDGE DISTANCE MIN 3/4". 3" SEE DETAIL_ D" SHT. 2 D 3 MIN 0.25MAX pp SHIM CCL TYPICAL MASONRY ANCHOR INSTALLATION 2, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1-50' ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN OF 1-1/2- MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS By OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE, 4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 25' VAX314W TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCH 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE". 2. 14" X 4" FULL MORTISE BUTT HINGES, I-Xl/2- CORRUGATED #IOX2- WOOD SCREW 3' FROM EACH END 6- FROM EACH END AND 7* OC AND 12' OC ACRYLICLATEXCAULK LATEXACRYLIC CAULK CL COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 3) WOIL SCREWS EACH END INTEGRAL WOOD MULLION (CHS) Ln ci: Do cr 1 CD LET C) cc 0 Z cl- - Li m t w 5126117 N.T.S. SINS NO NO,: MA-FLO211- 3 or 3 MAW MIA.M1-DADF COUNTY94HOW11[tO()tJ(f'I'C'OiN'CROLSY,('TION DEPARTNIEN10F REGULATORY AND LCONON11C RESOURCU-s- (RER) 11805SW 26 Street, 12o=2108 BOARR AND CODF ADMINISTRATION DIVISION Miami, Floridu 33175-2474 T( 786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) LISA, Inc, P. 0—Box 24567 Tampa, rJorida 33623 scom This NOA is being issued under (lie applicable roles and regulations governing the use of construction materials. The documentation submitted has been revicv,,cd and accepted by Nliarni-Dade Count), RER- Ilroduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Iliving Jurisdiction A H J). This NOA shall not be valid after the expiration date stated [view, The Miamr-Dade County Product Control Section ( In Nliarni Dadc County) and/or the AJIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to lierforrit iti the accepted manner, the manufacturer -will incur the expense of' such testing and the All.) may immediately revoke, niodifv, or suspend the use of Such product or material within their jurisdiction. KER reserves the right to revoke this acceptance, it' it is determiucd by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Ifigh Velocity Hurricane Zotw ofthe Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 0" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig 11arrino, P1,L, dated t0arch 24, 2003 and Drawing No, VA'4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sliccu, I through 3 of3, prepared by Craig Parrino, l". F., dated March 24, 2003, last revision dated Jane 12, 2014, all signed and scaled by Craig I'arrino, P.E, on August 19,2014,all hearing the N, I iarai-Dade County Product Control Revision stamp with the Notice of Acceptance IWITIbCr and the expiration late by the Miarni-Dade County Product Control Section. MUSSILE IAIPACT RATING: Large and Small Missile Impact Resistant LABELING. leach lintel shall bear a permanent label with (tic marrufaeturer's name or logo and the Nlianti-Dadu County logo, RENEWAL of this NOA shall be considered after a renewalapplication bras been filed and there has been Tio change in the applicable building code negatively affecting the performance of (tits product, TrimINATION of this NOA will occur after the expiration date or if there has been a revision or chauge in the use, alld/ or manufacture of the product or process. Misuse of this NOA as an eudofsernent of any product, for sales, advertising or any other Purposes shall automatically terminate this NOA, Failure, to comply Nvith any section of this NQA shall be, cause for termination rind removal ol'NOA, ADVERTISEMENT: The NOA number preceded by the words, Kaoii-Dade County, Florida, and hallowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its etitirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and hall be available for inspection at the.job site at the request of the Building Official. his N' 0A revisesNOA tt 14-0903.03 and consists of this page 1, evidence submitted pages E- 1, L-2, and F-3 as well as approval document mentioned above, The submitted documentation was reviewed by Heliny A. Makar, P.E.., M.S. NOA No. 17-0821.18 AM Expiration Date: 09/1112018 MIAMIODADE COUNTYZ-AMMUDYApprovalDate: 09/28/2017 Page I last-Crete USA, Inc. NOTICE OF ACCEP'"I'A.NCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVJOUS APPROVAL 403-0605.04 A. DRAWING'S 1. DroubW No. FD4012, titled "Precast arid Prestressed Lintel Details'; sheet I of 1, prepared h ' v Craig Porrino, 1', L'., dated llfarch 24, 2w003 andDrvingNo, L 7746 12, titled Cast-C,* rete 4 ", 6 " (k, 12 " Lintel SqP toad Tables'; sheets I through 3 of 3, prepared bw Craig Parrino, P.E., dated War ch 24, 2003, hiv revisioti 411 dated April 28, 2003 both drawings signed ( indsealed by Crail; Parrino, P. F B. TESTS 1. Tevt report wiflexural testing on 4 **, 6 " &- 12 - precast Cowrete Lintels Filled and Ur?fIllee" I Alodels, total qj'(13) concrete lintelspecimens, per ASTAf E-529-94, prepared b), 11pplied Research Laboratories, Report X6, 30404.4, dated 04116'03, sitwed and seeded by Christopher A. Hanimi, 11. E'. C. CALCULATIONS I. (" alculations'/or CtIsf-Crefe Uwclv, doted 05129/03, 207 pagres, prepared Icy Craig Pewri"o, P. Is., signed aird sealed by Craig Parrino, P, K 2. (741st-Crew Lintels, d(.-ited 0512,9/03, 1401,mg,('s , prepared bY Craig Parrino, 1'. E., signed and sealed by (.7raig, P(wrino, P, F, D. MATEMAL CEMIFICATION: 1. QualitvSyslem ithillualfin, Cast -('rule illachine Aladc, Precast Lintels revised onUqy 1, 2002, 2. Cast - Crete Qucili v System Uanualfi)r Prestressc-d Produ0s dates! 2002, 2. EVIDENCE SUBMITTED UNDER PIMVIOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1. Dravving No. FI)4612, titled "Precast and Prestressed 14111el Details" ' sheet I (rf 1, prfymlred'y ("'roig Parrino, P.K, doted klarch 24, 2003 and Drmvhkg o, L'I'4012, titled Cast -Crete 4 ", ( ) " ( V 12 " lintel S* Load Tables ", sheets I through 3 of 3, prepared bly Crai,, Parrino, P. E , dated Alarch 2.1, 2003, last re vision datedUar0i 11, 2008, B. TESTS 1. lvone. C. CAIXULATIONS 1, Now, D. QUALITY ASSURANCY 1, By' Illiami- Oade Colaltv Ruilding Code Cowplietwx (ffiwe. E. MATERIAL CERTIFICATIONS 1, None, ffelmy A. Makar, P.E., M.S. Product Control Section Sulmrvisor NOA No. 17- 0821.18 Exj)iration Date: 0911112018 Approval Date. OW2812017 Cast-Crete,USA. Inc. NOTICE OF ACCEPTANCE: EVIDE, N(."E SUBMITTED 3. EVIDIF,,NCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS t Droiviog No, FD-1612, tilled "Precast and Prestressed Lintel Details"sheet I of 1, prepared kv Craig Parrino, P. dated March 24, 2003 and Drawing No. 04612, titled "C'ast-Crele 4 ", 6" & 1?„ Lintel S(tfi! Lood Tables", sheets through 3 o .1: J'3, prepared b - 1, (,'ra(g Parrino, P, E., dated March 24, '003, last revision dated iWarch 11'. 2008, all signed tmd.sealed by Craig Porrirw, P. E- oil klarch 22, 2012. B. TESTS 1, Nonc C. CALCULATIONS L Alone. 1). QUALITV ASSURANCE 1. Blvkfiami-Liade Coimi.v Department qfTel-Illilting. E'nvirunlnent, (Ind Reglile'llol-'y 11,- MATERIAL CLRTIFI CATIONS 1. None, F. OTHER lrl Craifi,,' Parrino, kh"- certi&ing compliance vvith the Morida Building (,ode, 2010 F(Jition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. ivolm 13. TESTS i, None, C. CALCULATIONS 1, Mone. 1). QUALITY ASSURANCE 1, 13 , Oepvrtment of Regulatwy and E'conoini(-'Resoilrces (RA' ')1 E. MATERIAL CERTIFICATIONS 1, Norte. if X. 4 Inty A. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Da(c: 09/11,1018 Alip rovalDate: 09/28/2017 1"as!-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'FED 5. EXIDENCE S1,711MITTED UNDER PREVIOUS APPROVAL 4 14-0903.03 A. DRAWINGS L 1)rawing No. FD4612, titled "Precast and Prcsti°ussecl Lintel Details " sheet I i#' 1, dated 03,12.1/03 and Drawing No. 1.14012, tilled "C'ust-Crete 4 ", 6'; & 12 " Lintel ,S-'qf Load Tables", sheets I thr-ough 3 of 3, last revision dated 06/12/14, (it/ prepared, signed and sealed lit, Craig Pai-i-ino, P. E- on 08/19/14. 11. TESTS 1. None, CALCULATIONS 1, ("alculations.16i, Cost-0-ele Lintels, &itet108/1912014, puges 14.201 throigh 14.236, pivpared by (71-ag Pen-rino, PF- signed (indseuted bY Craig Porrino, 1'. E D. QUALITV ASSURANCE 1, By 11, 14,111fi-Dude CouqyL)epornnent ql'Regidulory (Ind (RER), E. MATERIAL CERTIFICATIONS 1. jvoflv. F. OTHER L Letter fivin Cost-cf-ele (iSA, Inc., doled 08119/2014, signed ond sealed fey Ciwig Put-i-ino, P, E, certil.Yin(g, compliancewiththe FYorida Building Code, 2014 L'dilion. 6. NEWEVIDENCE SUBMITTED A. DRAWINGS L None. B. TESTS 1, None. C. CALCULATIONS L None. 1). QUALITY ASSURANCE 1. BY, Hiumi- Dcidv Comity beparintent qfRegulatory and Economic Resollr(v-v (RE14 E. MATERIAU CERTI F1 CATIONS L None. F. OTHFR 1, (." conpliance LeItcr with the Horidu Rnilding Code, 2017 Edition, issued by Cost- 0-ete tiSA Inc, doted 08/08/1 ' 7, sigried ck sculed by, ()-aigPort-ino, P, E A- 1-10my A, Makar, P,E., M.S. Product Control Soction Supervisor NOA No. 17- 0821.18 Expiration Date: 09/ 1112018 Approval Date: 09128/ 2017 V - 3 l lS'f+ felt sT ENt trs PREcnsT ANa PRFS RCSSEO CONCRETE LINiFi_S IN, t3a.PWS[32_k'.:1bBbAt t1'. Sd[SdSL.trF.R'..dQCCS+. RRRt u-I+YiEI S"_PS[4ASL5.xtlttiCt a" $3AilltiSt4 i 4° x()LJ kiW—G PATA iJt4u IZ S.T IXMK4 OAJA T9YU tt ({$ice ( Ct• a i5S14Y AMC -'"4tF 't !. &f` s3 xya YTe1W4# Y ' t j " t 4tF f5 kTtlxle P t6' kfxsi Ria t +F {3 ta a d "t.-- t N.. # t "SPF' i€ti9 Y aa,+ t y* -• b i- a gxpx to " N[4H: AAx-#" h CAST ttrtlN7.€d, AVL.E A gwi •4"' }''"'y Yep t4 a" te.r+7 T ;, 4.. i F't, "0" &TtRR4FS -1ivrcesrmsusc: rsetr„rts j. 4 4 i"4 SY+xLNS u 6 ' ACkI g +" J n" ?91r4 _ rf si:' ld 'k3ECASZ UN.CCk._Rkatli£2ti.Qll#!iS{+Ga FANWCAT*X ae.CAk'.I. 12 PftLChSi Yl Ck.S OQQR ti/t ov ATn TA46i 7-,gi F 4 fI77- tam , ¢VtMm,fl uvR NR c wmi s[ rta aateAavtto y` S.itAt Nang f(4.ix. 4 pia. stFn:N .: v _ g # PRECAS1 AND PRESTRESSED LINTEL DF€AI S _ aea ram:, QW a e S SAFE LOADS FOR 4" SOLID LINTELS aqz ux gar a+t .!«.' x.+e.,.a ~Trt GRAVITY (V'asi- aa'urk t UFUFT I1-- f 4 a kATMAO 14 T A • dk N A A .-ca tt +'AS t.Nf C P5& t5hm ^ghwe6 cmppp, k _ adtewx ab tYWpa{ ASt Y9wilt,mww M 1 takh k,Ne4 r Awerovn Mk ttl F isna"i rain er t ENQTkI .. _ m* r.A maw Mw.¢y- AM Diem Rwd mfe r'rt t+a a,:A S Ie U (427.. F'+tLC.ASf i t&fl S h- (47i(it'C 15iffl7t] h auM ba4 ak Ro tax w,• — Eurh,. say wa+ tw ww cus. ,xe x. »..e mao xa I . m 4 a ti 4" u m a a' o" o° (a '} nt, rnsr Hnn k 1/4 1Q Ac` umfb mt xKm•, m. sale 'tu3 hum row3 IcryxM Ga9W ke+sw £ -- — - s41tR CA4 139 § C (`s 3 PRECAST5?4 Xa8 st ;460j Rwa 1tttia ww ,* s h5*eam a'mr aoa aarcuy ar aam a ay e.- aay+s h a flt ma;a 5 i t ttli t'h GS ! f 5 iP t701 "Fic.M1=`,t .. 40( ( nR tg. ;F taMf 5tN M :He "ic9 •* tfiCAek rrMseo! <wcMa rsaxatry l+ b y+}tana} akeYw Pu AWk tas ateht ema.: i j( ycf ra. sacs + a 6(le'} P11Cn4i evN 4 tf t5'$ M Haska bd k wrtDma fkw Ma l+t iN trAtaS t . f F3U'' [Yd ('.Mi lM2F.%NvSi na q+.fle fiM1.t ays xeh a} wee r> nu wxvs s«e+a 1 s tat ilAla r: iyak « rots r cam enrs a e i .a ,7 "RECAST rars Icalez s A MR I" urMrorcv na taa x to aaca aAsa t was enm emawm .. 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POUNDS PER LINEAR FOOT t 1ifW SAF@ELLOAD _. / oVe-tO p SAFE LOAF) - POUNDS PER LINEAR FOOT GIdU ' llt'"''"'''.``1111 i _ TYPEi `` `-- TYRE -.. iR _ TYPE t S LENOTM '8tb.-t$ f2 tS rQ-i$U24 tR'33-f92@-IJt-1$ LENOTM.. ¢LS_ B • LENOTN-. 616-12fT-it6ft6-[TkE€20-iT Y4tf6N`2&!F SI-. 3 6 411 iwmT 7675 d'+')7 SSkYk $t44 razz 8297 9YJT :-s' (W)PR£CJatit RI. :^R7 (Q.x.S 53f> J-0 (42") IAM lilC n"'i74 1715 -Mr 5981 i46M i219 9 041 flkYC.A4i ?0'd9PSi.4 }W 5054 t'.148-W7 7P_.? T 824 DS"t 4 4! 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CNMlf u r :` r • rsr Gt E GkWRAI NOTES — 5HH-1 i OF 3 h,p d" E.IIG. N(dc wa 4414P.7S6 A,r4_ 1 CAST—CRETE 4 , 6" & 12" LINTEL SAFE LOAD TABLES aeual ae:_ .a€ w 4 _nic J151/a! KC t£d NtffA tN9# R a > 4Y ! 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U LpNG T 4' 4- (Q) FKCkV 2442 iw 111,11"Z! 9w IMP) F %pa 2 4(,il pw_ lism19696, (4,) %CAN; 731 Mo 5" r0M 40 t 166,141337 t 15671) 4'4" (W) MICAA 12 1 3458 417, PRE w t 15f12 T601 4623 k4 v1wMT I44 5. a- (W) KFE.AsT zem '?,3( ja,'K S!-d' (W) Mwf M0 1,200 M150 x R154I 44FA 0') MMIT 171Nq IPA wI !654 q3q6 k1w lxl"4 I "lcij, 7 4-1 21?4 1552"', 5 107 L 112 PW - ` W1----211-11 7 7o zm 4Ila 15,731 sqM t v 5. (W) fw(ni q24 WA M3 44W 6M4 ii;lb iil, 14wq, 6 -ll A(Asf 6 02 1116 1 1 EQ-) i, V t' (W) GA-,T 3114 -Wi "J, tl V-G" rwr'AST led t2w 1 '4941--1--11111--11--------- 1 -15 "-- 114 14311 91 6- (90-) N&M) 91A 1726 am 1 4hYi m 2h, 9' e Ml 44V, 4u, woo e I1c o IfiPWAV i8 lo 77 2181, 3145,3625"6 rZ ut ww ME, WWAW lt WM Ax01 417 Q AM w, PARRUD I3,3%4 SEF GENERAL NOTES SHECT 1Of: 3 K p FAX; ft."r*"- 111T CRETE 4, 6" & 12" UN71L SAFE LOAD TABLESj q 4 TRINITY'ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, Ni 07054 800) 766-3411 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 01506.02.06-1114 FL6267-1114 Date of Issuance: 02/28/2006 Revision 14.- 09/25/2017 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 e Edition (2017) Florida Building Code sections referenced herein. DESCRIPTION: GAF Roof Ventilation Products LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: 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. Trinity) ERD 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 "Trinity I 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 I through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166; Florida DCA ANE1983 Thefacsimile sealappearing wasauthorized by RobertNieminen, P.E. on 09125/2017. This does not sere as an eleamnicalty signed document. Signed, seated hardcopies have been transmitted to the Product Approval Administratorand to the namedchent CERTIMATION OF INDEPENDENCE' L TrinitylERD 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 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 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. TRINI"Ty ERD ROOFING COMPONENT EvAwmtow FINNEW =4 Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, have demonstrated compliance with the following sections of the e Edition (2017) Florida Building Code 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 1504.3 Wind ASTM E330 2002 1506.5 / 1517.5.1 Corrosion Resistance (of nails) TAS 114, Appendix E 1995 1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995 15216.5.2131 Physical Properties TAS110 2000 2615.2 Weatherometer ASTM G155 2005 3. REFERENCES: fnft Examination Reference Date AT[ (TST 1558) Physical Properties 01-49035.01 03/02/2004 ATI (TST 1558) Wind Driven Rain 01-44964.01 01/15/2004 ATI (TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005 ATI (TST 1558) Physical Properties 59665.02-106-31 09/16/2005 ATI (TST 1558) Wind Driven Rain 84608.01-106-18 11/12/2008 ATI (TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011 ATI (TST 1558) Wind Uplift 87074.01-109-44 12/03/2008 ATI (TST 1558) Wind Uplift C2396.01-109-44 11/05/2012 ATI (TST 1558) Wind Uplift D1957.01-109-44 03/04/2014 ATI (TST 1558) Wind Uplift E0818.01-109-44 09/23/2014 AT[ (TST 1558) Physical Properties D2702.01-106-18 06/30/2014 ATI (TST 1558) Wind Uplift E6744.01-109-44 04/30/2015 ATI (TST 1558) Wind Driven Rain G2331.01-109-44 01/10/2017 ATI (TST 1558) Wind Driven Rain G4123.01-109-18 01/10/2017 ATI (TST 1558) Wind Uplift G4123.02-109-44 01/10/2017 PRI (TST 5878) Weatherometer HBP-007-02-01 06/24/2004 PRI (TST 5878) Physical Properties HBP-002-02-01 06/06/2001 PRI (TST 5878) Wind Driven Rain HBP-01-02-01 11/02/2000 PRI (TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003 PRI (TST 5878) Physical Properties BRY-025-02-01 09/17/2004 PRI (TST 5878) Physical Properties GAF-138-02-06 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF-138-02-04 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF-310-02-01 07/07/2011 ETC Labs (TST 2411) Physical Properties ETC-01-718-10379.0 01/16/2000 ETC Labs (TST 2411) Physical Properties ETC-03-718-14602.0 01/20/2004 ETC Labs (TST 2411) Physical Properties ETC-07-718-19959.0 09/27/2007 Miami -Dade (CER 1592) Various Various NOAs Current Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0606.01 06/26/2017 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0821.08 09/25/2017 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 15-0421.09 05/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R15072, GA1 03/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R15072, GA2 04/15/2016 UL, LLC. (QUA 9625) Quality Control Service Confirmation, R15072, NC 06/08/2017 Research and Dc,,sigr, LLC, Evaluation Report 0150642.06-1114 CerWsaft ofAudwizatfon #9503 6" EDITION (2017) FUC NON HVICZE-VAWAI KM RUE,74114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14:09/25/2017 Pap 2 of 12 TRIN11-Y ERD 4. PmmmwaDcSCwpTm»w: 4.1 Cobra* Exhaust Vent isekow-pmfileattic ridge vent of for use in shingle roof systems. The product measures 1O%-inch wide supplied in 20 and 50 ft long rolls, and bsupplied with corrosion resistant 1%-inch coil nails (nail gun version) or 2%-inch Smart Nails~ (hand nail version). Cobra°Exhaust Vent has a published net free ventilation area (NFVA) of 14.1 in^/lineal foot for nail gun version and 16.9 in2/ lineal foot for hand nail version. 4. 2 Cobra* Rigid Vent 3= is a plastic, |mm'proh|eattic ridge vent for use in shingle roof systems with 12inch width ridge caps. The product measures 13-13/16-inch wide supplied in48-inch long sections, and is supplied with 3-inchcorrosion resistant ring shank nails. Cobra* Rigid Vent 3'"has apublished net free ventilation area (NFVA) uf18in' / lineal foot. 4.3 CobraO Rigid Vent 3"-9"baplastic, low -profile attic ridge vent for use in shingle roof systems with 1O- inrh width ridge caps. The product measures 11%inch wide supplied in48-inch long sections, and is supplied with 3-inchcorrosion resistant ring shank nails. Cobra* Rigid Vent 3°-g~has apublished net free ventilation area (NFVA)of18in'/lineal foot. 44 CmbraO Snow Country'" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems. The product measures 13-13/16- inch wide supplied in 48-inch long sections. Cobra* Snow CmmntryT~has a published net free ventilation area (NFVA) ofl8inz/lineal foot. 4.5 Cobra* Snow Country AdvancedT" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems with 12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long sections and is supplied with 3- inch corrosion resistant ring shank nails. Cobra* Snow CmpwtrV Advanced"* has a published net free ventilation area (NFVA) of 18 in 2 / lineal foot. 4.6 Cobra* Snow Country Advanced" ' 9risaplastic, low -profile attic ridge vent with filter for use inshingle roof systems with 1U-nchwidth ridge caps. The product measures 11&inchwide supplied in48'inchlong sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra* Swmnm Country Advanced"' - r has a published net free ventilation area ( NFVA) of 18 in2 / lineal foot. 4.7 Cobra* RIdgeRunmerO is a polypropylene plastic, kmm- pnxfi|e attic ridge vent for use in shingle nmuf systems. The product measures 11Y2-inch wide supplied in 20 ft long rolls, and is supplied with corrosion resistant 1%-|nchcoil nails. Cobra* mQdgeRummarOhas apublished net free ventilation area (NR/4)of12.5 in2 / lineal foot. 4.8 TruSlateO Ridge Vent isaplastic, low -profile attic ridge vent for use inTruSlateOroof systems. The product inchwide supplied in40'incblong sections. TrmSlate* Ridge Vent has apublished net free ventilation area (mFVA)mf 20in~/lineal foot. 4.9 Cobra* Hip Vent baplastic, low -profile attic hip vent with filter for use inshingle roof systems. The product, only for use on hips, measures nominal 11.4-inch wide supplied in 48-inch long sections, and is supplied with corrosion resistant 1%-inchcoil nails. Cobra* Hip Vent has apublished net free ventilation area ( NFV4)of9in^/lineal foot. 4.10 Cobra* hmtakePmxl Rooftop Intake Vent isconstructed from a woven plastic material being pressed to form the molded shape. Awoven fabric material isutilized onthe top, bottom and front, below the vent channel ofthe mold. The vent bconfigured into aroll-out form. Cobra* Intakepvo", Rnmnftmp Intake Vent has apublished net free ventilation area (NFVA) of9inz/lineal foot. 5. UmtwaoNs 5.1 This is building code evaluation. NebberThnhyJERD nor Robert Niemine\ P.E. are, in any way, the Designer ofRecord for any project onwhich this Evaluation Report, orprevious versions thereotis/was used for permitting or design guidance unless retained specifically for that purpose. 6. 2 This Evaluation Report isnot for use inF8CHVHZjurisdictions. suttm"rResearch and om,.wn'uC Evaluation Report uzsma.Oaw6-n»v ceruftwmrwfAummrhationmmma u`"emnom(zu1r)rnCNON- w*wZsveL, usn()m pLu ezxm GAF Roof ventilation Products; (m0) 766- 3411 Revision »4:neyu5/zo1r Page *vvo TRINI-T-Y ERD 5.3 Minimum BR9f Slopes: Product Slope CobraO Exhaust Vent Minimunt 2:12 CobraO Rigid Vent 3Tm 3:12 CobraO Rigid Vent 3' - 9" 3:12 CobraO Snow Country— 3:12 Cobra* Snow Country Advanced'"" 3:12 Cobra' Snow Country Advanced"" - 9" 3:12 Cobra" RidgeRunnerO 3:12 TruSlate* Ridge Vent 5:12 Cobra* Hip Vent Min. 3:12 to max. 12:12 CobraO IntakeProT" Rooftop Intake Vent 4:12 5.4 Unless otherwise determined through use of performance levels in Section 5.5, the maximum mean roof height for Cobra,* Exhaust Vent, Cobra* Rigid Vent 3, Cobra* Rigid Vent 3 — 9", Cobra* Snow Country"*, Cobra* Snow Country Advanced', Cobra* Snow Country Advanced"* — 9", Cobra* RidgeRunner*, TruSlate* Ridge Vent, Cobra* Hip Vent and Cobra* IntakePro— Rooftop intake Vent shall be 33 ft. 5.5 Maximum Allowable Design Pressures: The following performance levels may be utilized for projects where the maximum mean roof height exceeds 33 ft. The Allowable Design Pressure shall meet or exceed critical design pressure determined by a qualified design professional in accordance with FBC Chapter 16. No rational analysis is permitted. Allowable Design Substrate: Product Pressure (psf) Min. 7/16-inch plywood Cobra* Exhaust Vent (nail gun version) -150 Min. 7/16-inch plywood Cobra® Exhaust Vent (hand nail version) -180 Min. 7/16-inch plywood Cobra* Rigid Vent 3"', Rigid Vent 3TM - 9", Snow -215 Country'", Snow Country Advanced'"" and Snow Country AdvancedT'* - 9" Min. 7/16-inch OSB or Cobra* RidgeRunnerO -180 plywood Min. 7/16-inch plywood TruSlate* Ridge Vent -190 Min. 7/16-inch plywood Cobra* Hip Vent -205 Min. 7/16-inch plywood CobraO lntakePro'" Rooftop Intake Vent -175 5.5.1 Allowable Design Pressure is the result of testing for wind toad resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6 Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections 1203.2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at the high ridge. Exterior Research and Desi n, 11c, Evaluittion Report 01506.02.06-R14 Cwt#kaft ofAudwrkation #9503 6` EL)MON (M 7) F9( NON-1-WH7, EVALUATON 1'16Z67 4,14 GAF Roof Ventitation Products, (OW) 766-3411 Revision 14.09/25/2017 Page 4 of 12 TRINII-Y ERD 6. INSTALLATION: 61 GAIP Roof Ventilation Products shall be installed in accordance with GAF published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 16.2 COMA* EXHAUST VENT: 6.2,1 Chalk a cut -line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2-inch for truss construction) m38-inch (for ridge pole mnstruction). The slot should terminate 6-inches from each end and 12-inchesfrom hip intersections o,chimneys. Cut only the sheathing; donot cut trusses. Figure A. 6. 2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch sheathing area on both ends. Shorter lengths can bejoined bycaulking and butting the ends. FigureB. 6,23 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nail with min. 2Y2- inch galvanized roofing nails at each corner and 10-|nch uz. Do not use excessive roof cement, asitmay result | nshingle blistering. 624 Apply a bead of po4yurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of the cap shingles, and install cap shingles directly over the vent using Smart Naib= or 1%4nchmnnsion resistant coil nails (supplied with the vent). Figure C. Donot use excessive roof cement, asitmay result in shingle blistering. 6iI5 CobmO Exhaust Vent (hand nail version) and Cwbraw Exhaust Vent (nail gun version) have y-inch o/ 5/8-inch nominal thickness, respectively, to facilitate ventibtion. Cave shall be taken not to crush or compact the product during installation. Figure D. Hand -Nail Version Nail Gun Version Extecior Reseauand ign LILC Evaluation Report m506a2. 06-R1« o°tYaat*ofx"wwwzatfanwe50y a"Eomow(zuzr)FocNON - wvxzavAu/xnom pLa267'4114 GAF Roof ventilation Products; (8m47o6-av1a mmmmnzwm9/Z$zoo Page smo TRIN TY ERD 631 Mark -off and cut the slot opening oofollows, ensuring that the ends ofthe opening stop utleast 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. i No Ridge Board: Cut a7/8-inchopening oneach side ofthe ridge (Figure A). i With Ridge Board: Cut a1' 5/8'inchopening oneach side ofthe ridge (Figure B). 11/4" No Ridge Board 6.3.2 Sealant: Apply abead ofsilicone caulking or roof cement to the underside ofthe outer baffle along both edges and at exposed ends, ensuring the outside edges where the vent meets the shingles are sealed with the caulk orflashing cement. 63.3 Vent Placement: Starting otone end ofthe slot, place, center and conform the Cobralbrigid vent over the slot with the vent firmly against the roof surface, ensuring the vent extends pastthe slot opening hyat least 6-inch. 6.3.4 Fasteners: For Cobra* Rigid Vent 3", Cobra* Rigid Vent 3r" - 9", Cobra* Snow Country Advancedr" and Cobra* Snow Country Advanced— - 9" only, use the 3-inch corrosion resistant ring shank nails (included). For Kobr*'*Snow Cmuntryr".use corrosion resistant nails atleast 3-inchorlonger. Nails must always penetrate through plywood decks oratleast %'inmhinto wood planks. NOTE: GAF necummends]+\nCh corrosion resistant ring shank nails for increased uplift resistance. 6.3.5 Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45-inch from the start ofeach 4V'inchvent piece. 6.3.6 Joints: Apply the subsequent Cobra' rigid vent sections over the length of the ridge using the ovedup/ undedaptabs. 6.3.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using corrosion resistant nails detailed \n6.3.4. A nail line is inscribed ontop af the [pboO rigid vent toserve asaguide. Exterior aesmwm^and Design, LLc Evaluation Report o1swsu2.uenm o,"amftw,Auto*rk"wonmvmm a'°EDITION (mz) pucNON x*wzsvALuAnom pL627-n14 GAF Roof Ventilation Products; (8ou) 76*3411 nevisio"»4: m9/2o/aua Page *of 12 TRINI_~ [ TYX { '-"`^^ 6.4.1 Cut slot per 6il1. 6.4.2 Tear aI-foxot section to be used as a template for laying the vent out (Figure E-G) and center the template/ locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure H).Make sure toduthis atboth ends ofthe installation. 6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle(D). Establish a chalk line along one side of the ridge (Figure |). Unroll the vent and use the included 1-3/4-inch pneumatic corrosion resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with the chalk line ( Figure]). Proceed with using the V interval EasyTearTm system to custom size the vent to the appropriate length. If the EasyTear'* system can not be utilized, use a utility knife to size the vent, Nail gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should befastened un6-inchcenters ( Figure K). Exterior ne5 eamxand Design, uc swupatwnReport uz50mu0246-om u°WXmW Qfxwu=~imwmw#95m a"'cmneN( mx0NBC NON- nv*ocxxLuAr/om FL627-um aMRoof Ventilation Products, (SWI 7*6-3411 wmvim* n»4.m*/25/moo Page rnvza TRINITY ER[l 6.4.4 NOTE: When fastening the vent and cap shingles, be sure that the included 1 3/4-inch corrosion resistant coil nails completely penetrate plywood orprovide at least 3/4-inch penetration into wood planks. |nthe case they do not, you must use alternate corrosion resistant nails that provide the required penetration. Proceed with attaching the other side of the vent. When beginning to nail down the second side, do NOT begin at the end; begin between the first and second one -foot sections and then return to fasten the first one -foot section. This will allow for proper fit. 6.4.5 Install ridge shingles inaccordance with shingle manufacturer's published installation instructions, using the nail -lines ontop ofthe ridge vent for proper lapping. 6.5.1 nONOT use on hips. 6.5.2 |ntaUTrwS| atewRidge Vent before installing the field slates. 6.5.3 After determining the total length of TruSlate* Ridge Vent required (for proper ventilation), determine the necessary slot opening. Mark -off and cut the slot opening, ensuring the ends ofthe opening stop atleast 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. Roofs without a ridge board: Cut aT/8-imch opening along the ridge on each side (Figure A). Roofs with a ridge board: Cut a 1-5/8-inch opening along the ridge on each side (Figure B). Fi A 6.5.4 Install an 18- inch wide section of A5TM D1970 self -adhering leak barrier (holding Florida Statewide Product Approval urApproved nna Local Basis) from the edge ufthe ridge slot extending down towards the roof deck onboth side ofthe slot. 6. 5.5 Place the TrwSlate* Ridge Vent over the ridge slot, ^peakm1^and centered over the ridge slot, and attach using minimum 3-inchlong corrosion resistant ring -shank naUsthrou@h the pre -molded nail holes on the vent, |ocated3'inch from the ends and 9'inch oz. Fasteners shall penetrate through plywood decks or embed minimum %'inchinto wood plank decks. 6.5.6 Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the finished ends include the pre -molded end caps. Cover all exposed nail heads onthe vent with silicone caulk. Intall a bead of exterior grade silicone sealant at the clownslope leading edges of the ridge vent, at the junction of the leading edge and the leak -harrier below. 6.5. 7 Install the top course ufTruS|atew field slates, UnderB|ock= UV & Moisture Barrier and Tru3btew trim slates in accordance with GAF published installation instructions. |ntuU TruS1e«e*trim slates with 10-inch exposure using minimum 1-5/8-inchlong deck screws through pre -drilled holes, through the ridge vent to engage the wood deck, smenv ecsem'cnand oeuig°'mc Evaluation Report nzsao.0azmpm unWfimaft OfwudwkammmeO3 o1"cmmom< osz4pocNON- xvyopvxLUxnom p,626r'nA GAF Roof Ventilation Products; (800) 766-3411 mevisunxwwa/us/zun Page mo,1z TRINITY ERFl 6.61 The roof deck shall consist of minimum of 7/16 inch thick plywood mOSBwood structural panels, Use only onroofs with slopes between 3:1Zand 12:1Z.install only onhips. Dunot install Cobra* Hip Vent on ridges. 662 Sequencing, If ridge ventilation will be installed, always install the ridge vent to the end of the ridge before installing Cobra* Hip Vent. 6.6.3 Hip Air Slat: Determine the number of Cobra* Hip Vent sections needed for proper ventilation and the location for cuts inthe roof hip. Cobra Hip Vent isinstalled over a28inch wide slot opening centered on the hip beginning at 12 inches Wow the top of the hip and extending 36 inches down the hip for every foot section ofCobra °Hip Vent needed. Leave l2inches cfthe hip uncut after each 36inch opening, and the lowest opening must stop atthe mid -point ofthe hip and more than 24inches in from the exterior warm wall. Wider openings and slots below the midpoint of the hip will not improve ventilation and must be avoided. Cut away the shingles first with a roofing knife, and then cut the deck with a circular saw. The saw should b*adjusted suthat the rafters ortrusses are not cut. Note: The roof decking must bere-nailed to the rafter at the edge closest tothe hip tocompensate for the nails removed when the hip slot was cut. Aft 54ots mid"nt may vary Exterior Research and mes gn,uc Evaluation Report OISM42. 06-RI4 m,to*te*,^"awu& Omwm9Sm u smnom(zmzr)pucwom'*vuzcvwuwAnmm pL6267n14 GAF Roof xemoatwpProducts; KuM> v*+000 weamo°»w,my/25/zoo Page *««12 TRINITY R[) 6.6.4 Sealant: Seal all cut -edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot openings, using abead ofASTM C920polywrethane sealant, tnprevent water infiltration. 6. 6.5 Orientation: Always install Cobra* Hip Vent with the "Towards Peak" arrows onthe top surface of the vent pointing uptowards the peak mfthe roof. 6.66 Attachment: Cobra* Hip Vent is fastened to the deck starting at the bottom of the hip and then up along the entire length of the hip (this includes uo'cut portions of the hip). Fasten Cobra Hip Vent to the deck with the included 1%-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant roofing fasteners, to achieve penetration through plywood or OSB decks or minimum 3/4-inch embedment into wood planks. Attach the Cobra* Hip Vent section through the pre -marked 6-inch increment nail targets. 6.6. 7 Joints & Terminations: Apply the subsequent Cobra* Hip Vent sections over the length of the hip using the ovedp/underiaptabs. For roofs with ridge vents, lengths ofthe hip vent must bebutted tightly to sections ofridge vents and install a3inch by13-inchstrip ofself-adhering leak barrier over all junctions. For roofs without ridge vents, sections of hip vent from adjacent hip runs must be mitered together tightly where they intersect and install a 3 inch by 12'inch strip of self -adhering leak barrier over all junctions. Refer tuGAF published installation instruction for details. 6 6.8 Ridge Shingles: Cobra Hip Vent bthen covered with ridge cap shingles and this entire assembly isnailed to the sheathing with the included t%-inchinch long collated galvanized steel roofing nails. Depending on the field and ridge cap shingles used, longer length corrosion resistant fasteners may be necessary. The ridge cap shingles are installed per the shingle manufacturer's instructions and Florida Product Approval, with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less. Refer tothe shingle manufacturer's Florida Product Approval for ridge cap shingle fastening and sealing requirements. Do not overdrive the nails or crush/compact the product during installation. 6.7.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or CISB wood structural panels. Use only on roofs with minimum slope of 4:12. Install only on eave edges of the roof. 6.7.2 Determine the length of Cobra* IntakeProlm Rooftop Intake Vent sections needed for proper ventilation and the location for cuts near the rnufeave ed0e, Install a metal drip edge at the eave of the mno[ K4euoune up 6and 7 inches up from the edge of the metal drip edge and strike chalk lines parallel to the eaveofthe roof. Cut a 1 inch wide air slot opening along the chalk lines, stopping a minimum of 12" (305 mm) from rahe/gab|eedgey' side/end walls, and hip intersections, and stopping a minimum mf24" (6I0 mm)from the center nfvalley intersections. The saw should beadjusted sothat the rafters ortrusses are not cut. ExterimResearc hanti Design,uc Evaluation Repomm15%.02.06-R14 caWficmtenfw"mom"mfanmeWw o"' Emmom( zmo)paCwON, * vm7,avA LuArmv a6267nz4 GAF Roof Ventilation Products; (8xm) va6-a«11 ue,mmmmwoy/as/uo17 Page uoox1z TRINITY ERD Note: After cutting the air slot, clear all debris blocking access into the attic space. Be sure to flatten attic insulation near the air slot to allow for proper intake airflow near the air slot. Attic baffles may be used to help prevent insulation from blocking intake airflow into the attic space. 67.3 Install aminimum 18inch (457mm) wide FGCApproved ped-and-stiokleak barrier down tuthe roof deck. Align peel-andmickleak barrier flush to the edge of the roof ontop ofthe drip edge metal. Use asharp utility knife to cut the leak barrier, ve~openingthe 1 \nch(2S mm) air slot that was previously cut in the dock. 6.74 Each roll of Cobra* lntakeProT* Rooftop Intake Vent comes with two pieces of end cap fabric. To begin the vent nun' place one piece cfend cap fabric overhanging halfway over the rake/gable edge and parallel to the eawe drip edge. Fasten the fabric to the roof deck using two roofing nails, one high and one low. If necessary, a piece of FBC Approved peel -and - stick leak barrier can be used in lieu of end cap fabric. 6.7.5 With the pre -marked dotted nail line and GAF logo facing uptoward the sky, position the vent ontop uf the fabric end cap and flush tothe rake/gable edge and eaxedrip edge. The front venting face ofthe vent should be flush with the drip edge metal below. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the vent every 6 inches (152 mm) along the pre - marked nail line and fasten *very 12 inches 305 mm), approximately 1-1/2 inches (38 mm) down from the up -slope edge of the vent. Do NOT nail within 1 inch (25 mm) from the side, top, or bottom edges of the vent. 6.7.6 Continue installing vent toward the opposite gable/rake edge or termination point. When installing multiple rolls, adjoin the rolls by butting them tightly together. There should be no gap between adjoining sections. The vent must always extend a minimum of 12 inches (305 mm) past any air slots. Miter cut the went at any valley and hip intersections, ensuring the vent sections are butted tightly together. For terminations at gable and rake edOeo, cover the end of the vent run using the included fabric end cap in the same manner axthe start ofthe vent run, 67.7 |ngoU F8C Approved peel -and -stick leak barrier completely covering the top of the vent and extending from the eave edge to a minimum of24 inches (6lUmm) iufrom the buUding swarm wall. The leak barrier should not overhang the vent. Install rake drip edge ifnecessary. 67.8 Begin installing the shingle starter course. The starter course and first course of field shingles should overhang the front edge of the Cobra' |ntakePm=Rooftop Intake Vent by1/4—]/4inches (6- 19mm) to provide drip edge. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the starter strip and field shingles asper manufacturer's installation instructions. Ensure the field shingles are not fastened into the open air intake slot below. enor Research^nd Design,uc Evaluation Report m5ft.02u6-R14 caVicamewrmwmwkatfonMO 6 e1)/nOm<2010pacwom'mvwosv«LoxTtoN rLbaax' nm GAF Roof ventilation Products; $mw 766-*411 n*°*m" m»n»/25/2no Page 11mzz TRINRY ERD BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 8. MANUFACTURING PLANTS: Acworth, GA Cumming, GA Enka, NC 9. QUALITY ASSURANCE ENTITY: U L, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and DvOgn, LLC. Evaluation Report 01506.02.06-1114 Cert#kate alAutharkation #9503 6 " EMNON J20,17) MC NON HVHZ EVAUJAMN FL,6267-RI4 GAF Roof ventilation Products, (WO), 766-3411 Revision 14.09/25/2017 Page 12 of 12 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LL[ Certificate ofAuthorization #9503 353[MROTV\NSTREET, UNIT #l3 OXFORD, CTO6478 GAF Evaluation Report 01506.04.08-1113 lCampus Drive FL10626-1113 Parsippany, NJU7O54 Date of issuance: 04/25/2008 8W) 766-3411 Revision 13:09/22/2017 Smmps: This Evaluation Report is issued under RmUa 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 [ode' Residential Volume. The p, oduc described hemjnhave been evaluated for compliance with ~ hbe Edition (2017) Florida Building Code sections noted herein. DEycnnPTunm; GAF Roof Underlayrivents LABEUNG: Labeling shall be|naccordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUMCF: This Evaluation Report is valid until such time asthe named prodmct(s)changs 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 Niendnen' P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity }ERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity IERD Evaluated" may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. ImopECsIOm:Upunrequest,ocmpyofdhbentipeEvaluatkonReportshaJ|beprovdedtntheuserhythenmamufactureror 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 Ithrough 9. Prepared by: Robert J.M. Nierninen^E. Florida Registration No. 5,9166,Florida mmANE1983 The facnrnifeseal appearing was ="=*edbyRobert wern*er, pcon 09/2212017nhis does not se=anwec^onwallys4ned docurne~ S4ned, seaW hardoopies have been trammittedmthe Product Approval w=mratoirand wthe named client CEme"nON OF INDEPEmDEwa: 1. Trinity }sxodoes not have, nor does it intend macquire u,will it acquire, a financial interest in any company manufacturing o, distributing products it evaluates. a. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. a Robert miemiven'p.E. does not have nor will acquire, a financial interest in any company manufacturing air distributing products for which the evaluation reports are being issued. 4. Robert mieminen.pz.does not have, nor will acquire, a financial interest ioany other entity involved mthe approval process ofthe product. 5. This isvbuilding code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projecton which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underiayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code 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 Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016 1507.2.4 % 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Elcamination Reference Date ERD (TST 6049) FR5A/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) ASTM D6757 10NK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 14-0915.02 09/10/2015 Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017 CC -ES (EVL2396) IBC compliance ESR-1322 01/01/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 06/28/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 05/19/2016 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 06/14/2017 4. PRODUCT DESCRIPTION: 4.1 elf-Adherinjt Underia meets: 4.1.1 Uberty"A S85 Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.1.2 StormGuard'O Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 UnderRoof— HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self - adhering SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Researchh and Design, LLC. Evaluation Report 01506.04.08-R13 CentYkaftofAuthtirtm Lon#9503 6"'f;x,}ditC7N (201 `HICNON-HVHZEVA:.LA-1EON FL106 6-K!3 GAF RoofUndertayments; (8W) 766-3411 Revision 13: 09/22/2017 Page 2 of 9 TRINI_~' [ TY, 8 '~ 4.1.4 Mineral Surfaced Leak Barrier ba mineral -surfaced, fiberglass -reinforced, self -adhering 8Bmodified bitumen roof umdedayment;meets ASTIVIQ197Q. WeatherWatchwMineral Surfaced Leak Barrier isalso used asasecondary water barrier toseal roof decks. 41.5 wveatherVuatch* XT Mat Surfaced Leak Barrier is a coated'mat-yurfaced. fiberglass -reinforced, self - adhering Sg8modified bitumen roof undedayment; meets ASTIVI D1970. 4.2 Mechanically Fastened Underlayments: 4. 21 wersaShheld* Fire -Resistant Roof Deck Protection banon+uphabic'fiberglass-based roof under}ayment and/or fire barrier; meets physical requirements of ASTM D677. 43 43.1 RwbammidO KNwp Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SB5 modified bitumen roof under|ayment;meets /STK8D6164. 4,12 RubemoidO &Wmp Granule FIR is a Qmnu|esurfaced' pnlyesternainforced' asphalt -applied SBS modified bitumen roof undertayment;meets AST&8D6164. 5. UmnATioms: 5.1 This is a building code evaluation. NeitherTrinhyJE0} nor Robert Nieminen P.E. are, in any way, the Designer ofRecord for any project on which this Evaluation Report, urprevious versions thereot is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report bnot for use inFBCMVMZjurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Undwrlmyments may be used with any prepared roof cover where the product is specifically referenced within p8Capproval documents. ifnot listed, arequest may bemade tothe Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Asphalt FoanV40n Wood Slate or Underlayment Shingles Nail -On Tile Tile Metal Shakes & Simulated Shingles Slate VersaShield* Fire -Resistant Roof Deck Protection Yes No No No No No LibertyT" SBS Self -Adhering Base/ Ply Sheet Yes No No No No No StormGuardO Film Surfaced Leak Barrier Yes No No Yes No No UnderRoof" HT High Temperature Leak Barrier Yes No No Yes No No WeatherWatch* Mineral Surfaced Leak Barrier Yes No No No No No WeatherWatch* XT Mat Surfaced Leak Barrier Yes No No No No No RuberoidO Mop Granule Yes Yes Yes No Yes Yes See 5.5.1 RuberoidO Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 Exterior Research and %ti,uLC Evaluation Report . 04.09-R13 omtYkaft OfAut"voa*anx95ao e"smrmw(umx7)FTC NON -*v*aevxu/xrmN Fuwsas'xzs GAF Roof unwwwmvmwnm,(xm)766+3411 xexwwox3:w9/zu/zon Page smy TRINII-Y ERD 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives /underlaymentcombinations. Adhesive Florida Product UndertaymentsApproval 5.6 5.6.1 Direct -Bond to Deck: Liberty"' SG5Se|f-Adhehng Base/Ply SheetStormGuardw Film Surfaced Leak Barrier; VnderRoof MT High Temperature Leak WaniecVVeatherWatch° Mineral Surfaced Leak Barrier and VVeathermatchO XT Mat Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41 primed plywood. RubernidwMop Granule and Ruberoid'Mop Granule PRinhot asphalt toASTN}D41primed structural cuncxgp. 5.6. 2 Bond to Mechanically Attached Base Layer: Liberty'" SB8Self-Adhering Base/Ply Sheet; 5tormGuan1w Film Surfaced Leak Barrier; VnderRoof= MT High Temperature Leak 8anie,; VVeatherWatchO Mineral Surfaced Leak Barrier and VVeatbehNatchw XT Mat Surfaced Leak Barrier self -adhered to ASTMn2Z6, Type Ufelt Ruberoid* Mop Granule and Ruberoid* Mop Granule FR in hot asphalt to GAFGLAS* #80UNma=Base Sheet orRubero|dwZ0Smooth. 5. 6.3 Bond uuOther Substrate Tvpes: A5TMD41primed metal (flashing metal, vaUeymetal, etc.) 56/| Wind Resistance for Underlayment Systems in Foam -On Tile App!tcations. FRWA/TRkApril 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath hnun+on or mortar -set tile systems, where the undedayment forms part of the load -path. The following wind uplift limitations apply to undedaymentsystems that are not addressed in FRS4/T8:mpril 2012 (04' 12) and are used in foam - on ormortar-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC IUM.9 has already been applied), Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table IAmrFBC 1609 for determination ofdesign wind loads. 1 Deck: Min. 19/32'inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLASO #80 Ultima Base Sheet or Ruberoid* 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-incho.c.at the 4'}nchwide side taps and 9-inmbo.c.uttwo (2)'equally spaced, staggered center inthe field ofthe sheet. Top Layer: Ruberoid* yWup Granule or Rubevo|d* Mop Granule FR applied in full mopping of ASTk4 D312,Type \Vhot asphalt at20tol5|bs/square. Refer mTile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. me,/o,m ma,*and Design, Lu. Evaluation Report uuS06zw.nm-n13 or* caftefxu*wLw*m"weao o'"pmnuw(zm/}pucmom-wvnzEvxLuxrmm pu062nx13 GAF Roof upue*aymmwts;(umo) 7e6-3411 Rewisio^c;.ny/22/aun Page 4my 11-RINITY ERD 2 Maximum Design Pressure = -75 asf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGtAS® #80 Ultimal Base Sheet or RuberoidO 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch o.c, at the 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid* Mop Granule or RuberoidO Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. 3 Maximum Design Pressure =:442.5psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. Top Layer: Ruberoid* Mop Granule or Ruberoid* Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FOC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117, Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Liberty' SBS Self -Adhering Base/Ply Sheet; StormGuard* Film Surfaced Leak Barrier; UnderRoofl HT High Temperature Leak Barrier; WeatherWatch* Mineral Surfaced Leak Barrier and Weatherwatcho XT Mat Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. VersaShieldO Fire -Resistant Roof Deck Protection, Ruberoid' Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 18"ays after installation, 5.8 Tile Slippage Limitations ITAS 103 per FRSA[TRl April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SuPPAGE 1.111141rKnOUS FoR DwEcT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 4:12 I RuberoidO Mop Granule Flat Max. 6-tile stack (4 over 2) 5:12 Max. 10-tile stack 5:12Lugged Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 Ruberoid® Mop Granule FR Lugged Max. 10-tile stack 4:12 Extenor Rpseafch,,,ind Design, LLC Evaluation Report 01S06.04.08-1113 Cfft#kaft of A00wization #9503 6 MMON (201 7} FRC NON +WHIZ EVALUXWN 4L10626-RI3 GAF Roof Underlayments; (800) 766-3411 Revision 13:09/22/2017 Page 5 of 9 TRINITY ERD 6.1 GAF Roof Underlayments shall heinstalled inaccordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayments when ambient temperatures are minimum 457 and rising. 64 All metal surfaces shall beprimed with Matrix"4307 Premium Asphalt Primer aralternate GAF accepted ASTN0D41primer prior uaapplication ofself- adhering membranes. 6.5.1 Shall beinstalled incompliance with the codified requirements for ASTM D6757 under|eymentin FBC Table 1507'1'1for the type ufprepared roof covering tu be installed. No hammer tacks or staples are permitted. 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty," SBS Self - Adhering Base/Ply Sheet; StwrmGuard* Film Surfaced Leak Barrier; UnderRoof"O HT High Temperature Leak Barrier, WeatherWatch* Mineral Surfaced mr XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, vaUeys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the under|ayment. Along the rake, install the undedayment leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the undedaymentand exposed decking. Atother areas, install the leak barrier over the undedayment. 6.6.1 Shall be installed incompliance with the codified requirements for AGTNN D1970 underlayment in FBC Table 1507.1'1for the type of prepared roof covering tobeinstalled. 6. 6,2 The minimum and maximum roof slopes are 8/12 and 6:17, respectively. Back -nailing is required when slope is1:l2urgreater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" uz.within 3'inchside laps. 6.3 Non -Tile Applications: Shall befully self - adhered tothe substrates noted in Section 5.6. For direct -bond mdeck applications plywood shall be primed with Matrix 307 Premkm Asphalt Primer or alternate GAF accepted ASTIVI D41 primer at % to%gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge up*|upeand for minimum 2-inch overhang ateaves and rakes. Roll out Sheet and allow to relax' for min. 30 minutes. Remove the lower piece ofrelease film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece ofrelease film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter b6wind load requirements. Install 1/8- inchtroweling ofMatrix"~201 Premium SBS Flashing Cement over drip edge. Continue ups|upeinasimilar manner, maintaining minimum 3-inchside-laps and min|mum6'ionh end - laps. Ensure all end laps are staggered atleast I8-inchapart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use ahand roller to firmly bond side and end laps. Fxterior Research and Design, uc Evaluation Report o1sma4wuu*m mxtftaft Of^*mw"ua^mx9503 6"mnn0w(2n17 )rmr Now'wvozcvAuuxn/om m1062610 GAF Roof unde*mvmemm Aum|7*6-3*11 n="mm" aemwy22/2oo Page *mo TRINITY ERD 6.7 StormGuard* Film Surfaced Leak Barrier: 6.7.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1'%for the type ofprepared roof covering to be installed. 6. 7.2 Back -nailing brequired. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o. cwithin 3-inchside laps. 6.7.3 Non -Tile Applications: Shall befully self - adhered to the substrates noted in Section 5.6. Prior to removal ofrelease film, align sheets property starting at the low -point ofthe roof (eave) with the selvage edge upslope and for minimum 2-inch overhang ateaves and rakes. Remove the lower piece ufrelease film and bond to substrate and fold the overhanging 2'inchover the ea*eand nail into place 12"o.c Remove the top piece ufrelease film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16wind load requirements, Install 1/8-inch troweling of Matriky'" 201 Premium SBS Flashing Cement over drip edge. Continue ups}opeina similar manner, maintaining minimum 3-inch side - laps and minimum 6-inch end - laps. Ensure all end laps are staggered atleast 18-inchapart. Use ahand roller mofirmly bond side and end laps. 6.8. 1 Shall beinstalled incompliance with the codified requirements forAST*N D1970underbymen, in rBC Table 1507.1.tfor the type ofprepared roof covering tobeinstalled. 6.8.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is required when slope is4:1Zorgreater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" oz.within 4-inchside laps. Shall be fully self -adhered to the substrates noted in Section 5.6Prior to removal of release yUn\ align sheets properly starting atthe low -point ofthe roof (eave) with the selvage edge upslop and for minimum 2- inch overhang ateaves and rakes. Remove the lower piece ofrelease film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece ufrelease film and bond wusubstrate, Install primed drip edge and fasten tm meet F8[[hap*er 16w|nd load requirements. Install 1/n-inohtroweling ofTopCoatwp|euSeaP°Caulk Grade over drip edge. Continue updopeina similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered atleast ]-feetapart. Use ahand roller tofirmly bond side and end laps. Exterior Research and Design, uc Emuwtam**Report uzo06xw.09-oo uol4kateofwmtw1kadonx9503 u(oo7)eC, mOm*vwzsvwuAnom ,u0626m13 mpRoof unmerfaymavts; (800)7e6-3411 nevWonsmoy/7u/zpz Page 7 of TRINITY ERD 6.9 WeatherWatch* Mineral Surfaced Leak Barrier or WeatherWatch* XT Mat Surfaced Leak Barrier: 6.91 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table z 1.1for the type of prepared roof covering mbeinstalled. 6. 9.2 WeatherWatchO Mineral Surfaced Leek Barrier may he installed as a secondary water barrier using minimum 4-inch wide ,uUs to seal plywood deck joints prior to installation of the primary under|ayment system. 6. 93 Back -nailing |srequired. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o. cwithin 4-inchside laps. 6.9A Non - Tile Applications: Shall be fully self -adhered to the substrates noted Section 5.6.Prior to removal of release film, align sheets properly starting otthe low -point ofthe roof (eave) with the selvage edge upslopeand for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release 0m and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece ofrelease film and bond unsubstrate. Install primed drip edge and fasten to meet FBCKhapter 16w{nd load requirements. Install 1/8-inch troweling mfMatrix' 201 Premium SBS Flashing Cement over drip edge. Continue ups|opeios similar manner, maintaining minimum ]-inchside-laps and minimum 6-inch end - laps. Ensure all end laps are staggered atleast l8-feetapart. Use ahand roller tofirmly bond side and end laps. 6.10.1 Ruberoid*Mop Granule or Ruberoid*Mop Granule FR shall be installed incompliance with current GAF published installation requirements. 6.10.2 For use in tile applications, Rubarmid~ Mop Granule or Rubereidw Mop Granule Fit are for use as an alternate to "Mineral Surface Roll Roofing" (ASTW1 D6380, Class K8) in the "Single Ply System" from FRS4VTR1 ewxri! 2012 (04 12) beneath mechanically fastened tile roof systems orthe Hot Asphalt applied Cap Sheet" in the "Two Ply System" from FRSA/rRA April 2012 (04-$2) beneath mechanically fastened or adhered tile roof systems. 610.3 Fully adhere in4STmN D312,Type m hot-asphakuuthe substrates noted in Seckiom5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-iochwide, and ofsotend'|aps minimum 3-feet from course to course. Side and end'bpsyhaU befully adhered in a complete mopping ofhot asphalt with asphalt extending approximately 3/8-inchbeyond the lap edge. 6,10,4 Consult GAF instructions regarding back -nailing requirements. 6.11 Tile Staizinit (Ruberoid* Mop Granule: Ruberoid* M9p Granule Fit): 611.1 Tile shall be loaded and staged inamanner that prevents tile slippage and/or damage to the undeMayment. Refer toTable 2herein, and GAF published requirements for tile staging. 6.l1.2 Battens and/or Countepbattens. as required bythe tile manufacturer and FRSAuTR1 April 2012 (} 4-12) must beused onall roof slopes greater than 7:1I Precautions should betaken asneeded, such asthe use ofbattens ornaii'boards' to prevent tile sliding and/or damage to the under|aymeot during the loading c*ede,nesmmrch andumsim" mC Evaluation Report u1amzw 8-nz oal4=te Ofwmumw*xan #9503 s sDr/om(zoz,}FBC NON- *vxaavouu*now azuazanM GAF Roofwnderlayments; (8W) 766-3411 Revision zm09/22/201, Page omy TRINITY ERD 7. BUILDING PERma REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements, The following plants have qualified products under their respective physical properties specifications, Plant Umcification Products Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection Mt. Vernon, IN ASTM D1970 Liberty— SBS Self -Adhering Base/Ply Sheet; StormGuard* Film Surfaced Leak Barrier; WeatherWatch* Mineral Surfaced Leak Barrier North Branch, NJ ASTM D1970 UnderRoof' HT High Temperature Leak Barrier; WeatherWatch* Mineral Surfaced Leak Barrier; WeatherWatch® XT Mat Surfaced Leak Barrier Savannah, GA ASTM D1970 StormGuard1° Film Surfaced Leak Barrier; WeatherWatch* Mineral Surfaced Leak Barrier ASTM D6164 RuberoidO Mop Granule; Ruberoid* Mop Granule FR 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-32-81 END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report 01W.04.08-R13 CerWkaft OfAudwdwtion 9950 fi`EGITION (2017) F5C NON-HVHZ EVALUAMN F110626 R13 GAF Roof Underlayments; (800) 766-3411 Revision 13:09/22/2017 Page 9 of 9