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2868 Gipper Cir 18-1336; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT BSUILDINGTATEMENT APPLINUMBCAERTION#: 1810000318-10000302 DATE: March 23, 2018 BUILDING PERMIT NUMBER: 18-10000302 UNIT ADDRESS: GIPPER CIRCLE 2868 22-20-30-520-0000-0180 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2868 GIPPER CIRCLE I REAGAN POINTE I SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS - ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Housing .00 1.000 dwl unit .00 FIRERESCUEN/A LIBRARY CO -WIDE ORD .00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLSCO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 51000.00 PARKSN/A LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE jb Ll Q 0 4- C o I v CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 /33' Documented Construction Value: $ -2C.FS a- ( ( Job Address: IIQ%2nv- CACC:% e- Historic District: Yes© NO Parcel ID: Residential IV Commercial Type of Work: New Addition 11 AlterationEl RepairEl DemoEl Change of UseEl IvloveEl Description of Work: Plan Review Contact Person: '7C. WCk Title: Phone: UQD, B Fax: Email Property Owner Information Name P=EJa=' GN 1, LLL at ffi 4 Phone: Street: Resident of property? City, State Zip: TZ Contractor Information Name ? D\J[::) Phone: -407— I - -- Street: - [A\,) —, 4 ' kqy?000 Fax: City, State Zip: State License No.:.CLLG 1571 (R 321 Architect/Engineer Information Name: 691rzM2 Co T )r-Akzq Phone: Street: D21 5 6AaEa wu r) cajqF 13t City, St, Zip: LaLct.- 8(ZA Bonding Company: Address: Fax: LVQ - 1 - ( Oa\ - 19W E-mail: eCgAlN4P) HLt-r MortgageLender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIAY RESULT IN YOUR PAYING TWICE FOR INIPROVEN(ENTS 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 CONIMENCENIENT. Application is hereby trade 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, C, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51' Edition (2014) Florida Building Code Rvvtwd: June K 20 15 PelvitApplicatim NOTICE In additioa to t!ro requa-crieLas of tics permit, titer: Inay bo aeditioutxmslrictiotu zppLicalle to t!ds property that may bt found in rac public recor-3 of this coLny, and dierc may be additioniL:3er.run rccitared kom other gow.mmantal entitics such is wa*e- znar, a,n,tr,ct,,,. distzicts, state agencies, or federal agencies. Azt; eptance c- pcnr,i* is Ycrideation. that I will rctit/ the owner of the property cf the mquirc-mcn-s of Florida Linn Law, FS 711 rat City of Sanford req--,ires payment of a plan revievi fee at the 1rae, of pc=it sub.,nattal. A copy of the executed contract is caquired in order to calculate a plan review charp and will' be considered the ostirnatcd cciut:ucton value of the job at :he Jnte of submittal. The actua: constriction value will be figured based on the current ICC Valuatim Tabtz in eMca at the time the pernitis issued, in accordt=-- with local x4inatice. Should calcuaced chargci fi&,tred off (it executed contm-t exceed the actual' coastRiction value, credit will be applied to your p=nit fees when the peraiit is iss=d. QWNUR'AFFIDAVIT: I certify that all of the foregoing Information is accurate and that all svork wiju be done in compliance with ull applicable laws regulating construction, and zoning. 1)= s7AtL"-0X/ X=1.ADeac RACHEL BLACKWEL r RACf`6;k4LACKWELL Notary Public - State o FLIorida Notary Public -State of Florida My Comm. Expires Jan 12, 201 MY Comm, Expires Jan 12, 2018 Commission # FF 062350 Commission # FF 0 Q2 0 90' i0 Vl e or 64 P 62? - Irlow to Nfe ci Produced TD Type of ED Prodjccdll) TypZ- of TIJ- — — — BELOW IS FOR OFFICE USE ONLY Permits Required: Buildiug&j ElectricalR Mechanical[R Piumbingo Gas[3 Roof[] Construction Type: %I 0-> Occupancy Use: R-It, Flood Zone: ILLff Total SqFtofBld,,: 2-6o-" 7 Nlin, Occupancy Load; I of Stories:2 k-(T kk q F10 NesyConstruction: Electric - # of Ainps t_<, p Plumbing - It of Ritures 19. Fire Sprinkler Pernift: Yes D No 0 # of Heads Fire Alarm Permit: Yes [] No 29 APPROVALS: ZONING.t4llei UTILITIES: WASTE WATER: ENG r,,,EERr-;N G: " —, 3 " ZZA b FIRE: BULL DfNG: 4IE: y--M-1g COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. E; 1 - 0 "/,, NiyNe Rcviscc: Juno 30, 2011 rtrnlit Appacation 4 } a .. oA, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 2 `8(45 tFVs I_p__ Historic District: Yes NO Parcel ID: 2 Residential V Commercial Type of Work: New 4 Addition Alteration Repair Demo Change of Use Move Description of Work: LA_MJJ (;l "-A E: Witt L J' Plan Review Contact Person: 'TkPCt Title: PM1pZa j2'1L Phone: ( C)) • S3 C5• iB2(_Y@ Fax: Email -iL 1 1 . 0 Property Owner Information Name P=JEEL_7jN 1'LLC, v=_4 Phone. t3 't l l0'331tt5 Street: I I 1 t^'MV (p)81L.2MD Resident of property? City, State Zip: AC%rc!3l:)l. at V "?'l05s Contractor Information Name Y)\ l--) 'fit 7 F1 C Phone:tom- Street: 22 WL SHt` [yE 11 E ? CO Fax: City, State Zip: ls .tom j Ft 32." Ili State License No.: C ft(I15'14 3R 1 Architect/ Engineer Information Name: k4)h 2 Phone: UMAJO_ 1Q 1—T Street: LCQ5 g, ip Iz—:n%F t-1 City, St, Zip: L l e~ r-tA( t ,, 3`1.?t,.4 1p Bonding Company: Address: Fax: UO-1 (,,%S\ -19W E- mail: !10I-, I14PINL'Y 11Y- c" ,NI5llM'H(z (_6H Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Reviscd: line 30. 2015 Permit Application NOTICE: In addition to the recluiremeets of this permit, L' cr: may be additioaa: restrictions applicable to this property that may be found in the public records of this coun y, and there may be addition.' aennits r quired Eats other gov.-mmental entities such as water nai:agew.en: distacs, state agencies, or federal agencies. Acceptance of perm t is verification that i will notify the owner of the property of the reauiremens of Florida Lien Law, FS 1113, i T;^.e City of Sanford requires paymont of a plan review fee at the time of permit st bi ittA A ropy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated corst,-uction value of the job at the >iratt of submittal. The aciva: constriction value will be figured based on the current ICC Valuation. Tablo in effect at the dine the permit is issued, in accordaaer with local ordinance. Should calculated charges fgtred off toe executed contra:.-t exceed the actual construction value, credit will be applied to your pormit fees when the permit is issued. i 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. PAW 117r /;4— /4 A&=: si;t tuo of O%IWAscit rate P4int0 rnt' 'atnc t Pet Coa• Jcdtgatts?ia 1 ato i NUrrpYPV«RACNEL BLACKWELL=o 1f z NotaryPublic - State of Florida au4, t F&o ., RAC LACKWELL t tilt Notary Public -State of Florida i My Comm. Expires Jan 12, 2018 Commission # fF 062350 MY Comm. Expires Jan 12, 2018 FOFVw—," Commission # FF po62350 tap Mt Vie or o ersonalIV ICno to hie or Produced. ID Type of ID Produc Tyo o BELOW IS FOR OFFICE USE ONLY t Permits Requited: Building Electrical ;Mechanical [] Piun:bing[] Gas[] Roof Construction Type: Occupancy Use: Mood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Storiev. New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes Yo e ''!> ! APPROVALS: ZONLYG: UTILITIES: WASTE WATER. ENGINT MUNG: FIRE: BUILDING: ! COMMM4 NTS: Revised: tins 30,201 i i Permit Application ! eVIR1I P 87%7-14 18 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Twiggersftmail.com Property Address: 2868 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0180 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: REJ New structure F] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 1Wlw"' w, INH Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain Elfloodway F-1 A portion of the parcel is in the: F-1 floodplain El floodway The parcel is not in the: Wfloodplain F-1floodway The structure is in the: Ofloodplain E]floodway EJ The structure is not in the: 0 floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1336 Reviewed by: Michael Cash, CFM Date: March 22, 2018 Application for Paved Driveway, Sidewalk orP87 %Walkway Including Right -of -Way Use & 4 Landscaping in Right -of -Way nkrMilay Department of Planning & Oevolopment $orfloos 3CO North Park Avenue. Sanford, =Iorea 32771 Phone: •WTAUZI 40 Fax: 407,M.5141 fit shis perrrC authorzaawp& to be doro or the subject jproparty or In the,.'Ity of Sanford's right-of-way In acccrdancs with City$ taguiattoris and the altacried cons.-jOcn plans approved as part of this pe m— t, he partrit is require for driveway or sIdewilik construction ever 10C square feet of concrete or other Mateital or the subject PS.G81 and I or arty C013trUGtiCir Of a driveway, walkway or landscape linprovemer,13 wtfti the city rIght-of-way. A does not approve any work w(IM any otter J, Aid(Oon's right-of-way. XI requested information below as we i as 3 current 3(.,.Y. sits pian , plat clearly 'warw.'q it'. Sfze and Location at the existm; right--of-wary and use Wall bo proAc!ec or application could be del3yed. ids 1, Prclect Z Proposed Aav"ty: 9/0- Neway 04ilkway other 3 Schedule of Wor<. start. Date Completion Data El Emergency aapalro 4 Erief '.)ascription of We& This application Is submitt9d by: Pqbarty C.'w 12 Signature: Ptirt Narne: Sou d D—I-ttif Addrass:& 15 D6& S,2c '3'3= PhGnC9Q4-! WS—%2:20— Fax: cireit Date: Maintenance Ra3ponsibilitioslindemnification rie Requeatcr and his sucosnacrs and asalgfts s-ail be,*e3ocosibis for iteroetual maintenance of the treoronrejnait irstalladjr.cor 4*3 A4reemant. This shall hVWO Maintenance of #,,a imart"treal and unpaved portion cf.4grit-of-way adjacent triertim, Ra,4u&s*r may, wit veriltan Car auOomabon, 1` 1511107a said Uy restoring Glis right-af-way to its previous cortQltlon. Ir the avert that any itaum ccnstr:cWt of ruedweys, utilities, starrrvialar toicififts, cc any jonoral martienarda acbvftias b,/!Ila City bacon,,ss in oorvqc* w1h the abo4o pffr"%ftad adwy, thooearlirtise Stiall remove, relocate endjor repair as necessary strip cost to the 04 of Sanford nearer as suzh facilities are in tm ptbic riot -of -way not contmmaly nirwritak-, IN r1proverrem end area b accordance Mh previously staloo criteria, or completely restore the 4gra-ef-fial, z as previous cordbon. the City shall, ajor 3plvagnate, woks, restore re area to lie nrovious --cMiflor at the Rectiestoes axpom text, f necessary, ge a Lear on the Requesters property to recover ocws of restorafon, 1*0 3.6 Ulast extent parrnitted by tow, Requestor Nreas to defend, Oicamnity, and held Urmleas!t-a City, its counalpersen& agwm servants, or ee3 (tiopolrued, elected, or J,4reC)," and against any and all 4anifities, cialins, ponailles, Maros, sins, IUJ911161'13, losses, aXPWMM, d2M=(V.; indirect or coasequential), or rlury of any nature wfultwevor.0 person or property, and the coats and expenses incident therate '-mucfiry costs of datan". Wfsmoru, and roawaUa attorneys loss up to and including &I aipaal,, resulting in any fashion front or err dwactly prAdirectlyrut afcr conrawol,MlIn Ze --ma, of the CRys rIght-,at-way, I have d and and an the above statement and by signing this application I agree to its terms. Sigraturs. —&z Cate., This permit shall be posted on the site during construction, Please call 407.6M,5080 24 hours In advance to schedule a pro -pour Inspection, Pre -pour spectcn by: Application No: Reviewed: Public' Ncrts utilmas A Approved: VA A Site frispectea by7 Cate: Official Use Only Fae: Cate: Cate: ate: Data Date II Special Perrni-, Conclitons: I Nwomtw Zola ROW usa ;,nk ral ad Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 NVF 170,52 RFCORDING INFORMATION ABOVE MIS LIKE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0(X)0-0180 STATE OF FLORIDA COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain Teal property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Counniencellient: 1. Legal Description of the Property: Lot 18, Reagan Pointe, according to the map or plat thereof, as recorded in Phu 13ook 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. rl} Address: 2868 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements—.] 3, Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability compan-y-ilCI North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different tharil 1 (a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. jWestmonte Drive, Suite 330 865-9"2 t5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) A1110tult of Bond: N/A 16. Under: (a) Name and Address: N/A. (b) Phone Number N/A I 7. Persons within the State of Florida designated by Owner upon whore notices or other documents may be served as rovided by Section 713,13(1(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A S. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in zrcliou 713,13(l)(b), Florida Statutes: (a) Name and Address: N/A, (b) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and inal payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER ClfAPTER 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92,525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief OWNER Weekley Homes, LLC a company By: STATE OF FLORIDA COUNTY OF ORANGE John King ware limited liability rized Agent I HEREBY CERTIFY, as an officer duly authorised to take acknowledgments and oaths in the State and County aforesaid, Out at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Ilorrics, LLC a Delaware limited liability conilmny and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/arc the same person(s) either executing or acknowledging execution of the foregoing instrument because: L-4 personally know him/her/them OR — I have satisfactory evidence of same based upon a _ Florida driver's license or Other identification: WITNESS my hand and official seal in (tie State and County aforesaid this 27th day of October, 2017.. 1"61X-1 -- Notary Public Signature Ct NOTARY NAME A SEALIMMOIATELY DEWW) DEBRAH BRUCKS Commission # GO 141236 Exp"s SeOWW 10, =1 W4rt4 Do OW9*14owy SwAm LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: t 'IIherebynameandappoint: C" J'f Nl' ulanagentof-.— 1'rj/- to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 TheM.-ciflic permit and application for work located at: ez s' AU9 G1V;70F'0__ r1A?_CLf-_ Strml Addims) Expiration Date for This Limited Power of Attorricy: License [folder Name: State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrume vy,4s alknopled ed before me this t 2-day of 4P20A,by .1 , who is er sonaily known to me or c who has produced as identification and who did (did not) ake an oat----- Notary Seat) RACHEL BLACKWELL s Notary Public - State of Florida My Comm. Expires Jan 12, 2018T Commission # FF 062350 Ro\,. 08. 12) not or type name Notary Public - State of Commission No. My Commission Expires: 1'14'(')(jUT VORTUG (S'4- IIREPONVEJ A,GREEA)/1,F';N"T ALL RESIDENIJAL PROPERTIES Altiniont(, Spi-ings, Ciisselbeny, Longwood, Oviedo, Sanford, Seminole Courtly, IMWL t-Springs J" Project 1rojoc( A,'d Building Permit: Ficetrica! Permit .4 L-1 ccosid.-radoa for authorizing t1wapproprialLo utility (;otnpwy to eraargizv 'lie facility, weagrae with Pad understand the following: 1. This Dielpre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. J. If the j urisdiction hereafter finds that the facility has been occupied before a certificate Of Occupancy has been issued, the jurisdiction ME have the Urlila!dfal right to direct tile utility to terminate electrical service without notice. Furthermore, we understand and agrec, that should the jurisdiction exercise such righ', tl.e jurisdiction will not be responsibie for any damages or costs which may result from the exercise of such rigFt. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold hiruiles.s the jurisdiction froir, all such damages and costs, including attorney's fees, 4. Prior to pre - power, the building or structure s!lall be weather light and 3.-CUrc. The electrical wiring in the area designated for pre- pmver shall be complete and in safe- order. All electrical services associated with the area will be 100% complete unless specifically approved by the elecLrical inspect6r. 5. Interior electrical rooms shall be lockable, if electrical panels are in in area that cannot be locked by doors, the panels shall be equipped With it locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for sucti access to electrical panels to prevent energizing circuits other than those that are sale. 6, This TUG/Pre- power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system Must be operational with water on the system prior to pre -power. S. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local j itrisdictiou for fees associated W'Ith tugs. P:'intName of Uneffl' enpnt R W/ 11-7. 91gnatA. tot`Ow;— eriT-.nant JURISDiCHON EMPLOYEE NANIIE: fURBI)tCTIONN: 13oaA LU&C Print NAE of Oe . Contractor iu" o' ' '0 ' — Gen. ontrarc—tor 1ig,z' nza!TA ofeCVtXiiqGen. Contractor License 1! Print Narne of / Ki. Ccntractor i`giiatLlr`. of El. Contractor J. Contractor License 9 CALLED INTO: , -ogress 17 a Power LJYhr on P1 !,ncrgy a Florid, 0Rev. 02A of 15) ACORL? CERTIFICATE OF LIABILITY INSURANCE DATE (MMrDQrrYYY) 1(23(2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER R.K. Gore & Associates Insurance Brokers, L.P. Tustin GA 92780 15901 Red Hill Ave Suite 100 CONTACTNANIC Ma ali Melchor PNDNE 714-505 7000 F"t 714-573 1770 Ea+Aa , mmelchor rk ore.com INSURE S AFFORDING COVERAGE NAM e INSURER A: UNDERWRITERS AT LLOYDS LONDON 15792 INSURED WEEKL-1 INSURER 8: MARKEL INS CO 38970 Weekiey Homes, LLC 1111 North Post Oak Rd INSURER C : Houston, TX 77055 INSURER O INSURER E INSURER F , CAVFRAnFS r^FRTIFII ATF kittuRr-P. ROA07RR oetnetnki ittuoeo• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSRT TYPE OF INSURANCE POLICY NUMBER POLICY EFFMMIDONYYY) POLICY EXPIMWOO/YYYY1 LIMITS A X COMMERCIAL GENERAL LIABILITY MADE FOOCCUR 80595XR4684015 711/2015 7fit2018 EACH OCCURRENCE S6.000.000 DAMAGE TO RENTM_ MED EXP "one person) SO tra,Ouat Liao rCLAIMSudedPERSONAL 6 AOV INJURY 5,000,000 GCI- rL GREGATE LIMIT APPLIES PER: ICY JE C JECTLOCPRODUCTS GENERAL AGGREGATE 55.000.000 COMPfOP AGG S5.000.000 S ER: AUTOMOBILE LIABILITY INED S NGLE LIMITS Ea aceldeMI BODILY INJURY (Per personi S ANYOAUTO66 AUTOSNEDALITOSULEONON- OHIREDAUTOS AUTOSEO AUTOS BODILY IN,V.dtY (Per awdem) S cadent S B UMBRELLA LIAO X OCCUR 13324691748XSOCC•2015 7l1I2015 711,2018 EACH OCCLRRENCE S5.000.000 X EXCESS LIA8 CLAIMS -MADE AGGREGATE S5.000.000 DEO I I RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOPfPARTNEPJEXECUTIVE OFFICERIMEMBER EXCLUDE07 N (A PER H• STATs E. L. EACH ACCIDENT S E. L. OISEASE -EA EMPLOYE S MandatoryinNH) U es. describe under E. L. DISEASE - POLICY LOAT I S 0SCRIPTIONOFOPERATIONSbeWwOESCRIP TION OF OPERATIONS f LOCATIONS ( VEHICLES (ACORD tot, Additional Remarks Schedtde, may be attached If mare space It required) SIR: $ 250.000 - Bodily Injury SIR: $ 2,000,000 - Property Damage Evidence of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 300 N. Park Avenue ACCORDANCE WITH THE POLICY PROVISIONS, Sanford FL 32771 AUTHORIZED REPRESENTATIVE 19RA- 2014 ACORn CORPnRATIQN Alt rlohtetreserved ACORD 25 ( 2014101) The ACORD name and logo are registered marks 0f ACORD 1 QRQ31 CERTIFICATE OF LIABILITY INSURANCE GATE (MW OO"YYY) 2r22r2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poticy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s . PRODUCER CONTACTShle CaryWE: Ashley Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 PHONE 5 PAX 713-358-5713 AQORLFSS. cishley_.piry@ajg.com INSURERS AFFORDING COVERAGE MAIL ttHoustonTX77027 SURER A Old Republic Insurance Company 24147 INSURED INSURER B : INSURERWeekleyHomes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D INSURER E SURER a CnVFRAnFS rF:RTIFIf'.ATF NIIMRFR. 144646617,r, 01:VI4tIr1N fit IMRFr)- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, M/SRTR TYRE OR INSURANCE I POLICY NUMBER POLICY EPFMMIOOfYYYY) P LICY EXPMMIOONYYYI LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR I EACH OCCURRENCE 1 DAMAGE To REM I ED PR «encel S MEO EXP (Any one person) S PERSONAL d AOV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 0 PRO- JECT f7 LOC OTHER: GENERAL AGGREGATE 1 PRODUCTS • COtaRfOP AGG S A AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON•OWNEOXAUTOSONLYXAUTOSONLY X 250 Ded Comp X 500 Ded Coil MWTB309587 3/1/2017 311l2018 COMBINEDSINQLIz LIMIT Ea accid S1,0QQ,Q00 BODILY INJURY (Per person) 1^ ..._ denBODILYINJURY (Per aocitM 1_ rR+x PE, oIZtsc S UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE I I EACH OCCURRENCE S AGGREGATE S DED RETENTIONS S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN_UI ANY PROPRIETOR(PARTNERIEXECUTIVE OFFICERI MBER EXCLUDED? N Mandatary in NH) If yyens describe under OESCRJPTtON OF OPERATIONS belCw NIA MWC3095MM 3'12017 I 3rit2o18 X ITT H- E.L. EACH ACCIDENT 111000,000 E.L. DISEASE • EA EMPLOYEE 1,000,000 E.L. DISEASE - POLICY LIMIT 11,000,000 DESCRIPTION OF OPERATIONS (LOCATIONS I VEHICLES (ACORO I01. Addidonat Remark* Schedule, maY be an*cned 0 more apace is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll: $2,000 Ded. for Priv. Pass. vehicles valued over 75,000 City of Sanford 300 N. Park Avenue Sanford FL 32771 ACORD 25 (2016103) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTMORUS0 WIPRESENTATIVS 4199A.201 S The ACORD name and logo are registered marks of ACORD All riahta reswrved ALY?R" CERTIFICATE OF LIABILITYINSURANCE OATE(MMFDDIYYYY) 2!22r2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 ONTACT AShi Ca PNONE 713-935 8811 f"" 713 358-5713 EMAIL ashley_ca ajg.com INSURER S AFFORONG COVERAGE NAIL aHoustonTX77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B : Weekley Homes, LLC 1111 North Post Oak Road INSURER C : Houston, TX 77055-7211 WSVRERD: INSURER E : INSURER F COVERAGES rFRTIFIreTF NI1MaFR, 14464136175 Dautalnar uttaaocD• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTR TYPE OF INSURANCE IN POLICY NUMBER PaucY EPPMMfDD6eYY POLY EXPMMIIC LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR EACH OCCURIRENCE MDAMAGE TO RENTED LMSES IEA ocaffrencel S MED EXP (An ono person) S PERSONAL d AOV INJURY GFNL AGGREGATE LIMIT APPLIES PER; pFPOLICYEGOT 1 LOC OTHER GENERAL AGGREGATE S PROOUCTS - COMPIOP AGO S S A AUTOMOBILE LIABILITY X ANY AUTO SCHEDULED AUTOS ONLY AUTOS X AMUUT S ONLY X AUTOS QfQOY X 250 Dad Comp X sw Ded con MWT8309587 3/1/2017 3/112018 COMBINED IMIT Ea ` L 51,000.000 BODILY JITULA tY (Per person) SOWNED At"Y (Per sccidwdl S Ky 3 UMBRELLA LIABHCuRLcAc,... MAOEEXCESSLIAAB EACH OCCURRENCE S AGGREGATE S DED I I RETENTION S S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERtEXECUTIVE OFMCEWMEMBER EXCLUDED? FN Mandatory to NN) M yak descr" underJI=3CRIPTION OF OPERATIONS bgtoa NIA MWC30958800 3/1/2017 N112018 XPERISTATUTE ER E.L. EACH ACCIDENT S1,000.000 E.L. DISEASE - EA EMPLOYEE S 1,000.000 EL. DISEASE - POLICY LIMB 11000000 DESCRIPTION Of OPERATIONS I LOCATICNS I VEHICLES (AC ORD 101, Additional Remarks SChedule, may be attached if more space Is recitoodj Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass, vehicles valued over 75.000 City of Sanford 300 N. Park Avenue Sanford FL 32771 lu011 1 SHOULD ANY OF THE ABOVE OESCRISED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE 461LL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISICINS. AUTHORIZED PRESENTATTVE TION. All dahts reserved ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: L'kC CAI PI? T Min Max tionInspectionDescription 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 01110 Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final F-- REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lott 8ReaganPointe74136 Builder Name: David Weekley Homes Street: 2868 Gripper Circle Permit Office: cx-- 4jKl City, State, Zip: Sanford , FL , 32773 Permit Number: # 3 3 Owner: Of=)\fNQ W I--- C_.5 _EJ_A V-k- -k4EX> Jurisdiction: 69 00 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2488.7 sgft.) Insulation x 4' 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1350.00 ftz b. Concrete Block - Int Insul, Exterior R=7.0 891.33 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 247.33 ftz 4. Number of Bedrooms 4 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (1314.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1278.00 ftz 6. Conditioned floor area above grade (ftz) 1952 b. Knee Wall (Vented) R=19.0 36.00 ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(288.5 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 390A a. U-Factor: Dbl, U=0.34 288.50 ftz SHGC: SHGC=0.30 b. U-Factor: N/A ftz 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3,448 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (1952.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 732.00 ftz b. Conservation features EF: 0.940 b. Floor Over Other Space R=0.0 674.00 ftz None c. other (see details) R= 546.00 ftz 15. Credits Pstat Glass/Floor Area: 0.148 Total Proposed Modified Loads: 68.00 PASSTotalBaselineLoads: 67.96 1 hereby certify that the plans and specifications covered by Review of the plans and THE S T6thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis Q = (>, ti Code. calculation indicates compliance with the Florida Energy Code. F PREPARED BY: Russell Henry Before construction is completed a DATE: March 07,2018 this building will be inspected for compliance with Section 553.908 I hereby certify that this buil g, a designeis in compliance Florida Statutes., with the Florida Energy Co e. Coo OWNER/AGENT: BUILDING OFFICIAL: DATE: ._.... L2 1 _ DATE: _ 4fl/ 2Fi Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Loll 8ReaganPointe74136 Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 1952 Lot # 18 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2868 Gripper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 690000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDQ SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1952 17809.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 732 6829.6 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1220 10980 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 151 ft2 19 0.2 0 0.8 2 Floor over Garage 2nd Floor ---- ---- 395 ft2 19 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio 1st Floor 95.5 ft 0 732 ft2 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ---- _-_- 674 ft2 0 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1425 ft2 318 ft2 Medium 0.85 N 0.9 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1274 ftz N N 3/6/2018 6:08 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 19 Blown 9 ft2 0.11 Wood 2 Knee Wall (Vented) 1st Floor 19 Blown 9 ft2 0.11 Wood 3 Knee Wall (Vented) 1st Floor 19 Blown 9 ft2 0.11 Wood 4 Knee Wall (Vented) 1st Floor 19 Blown 9 ft2 0.11 Wood 5 Under Attic (Vented) 1st Floor 38 Blown 58 ft2 0.1 Wood 6 Under Attic (Vented) 2nd Floor 38 Blown 1220 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space _ R-Value. Ft.____!n Ft In Area R-Value Fraction _ _Absor._.Grade°lo__ 1 NE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 10 0 9 4 93.3 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 13 45 0 9 0 405.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 31 0 9 4 289.3 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 26 6 9 4 247.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 40.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 2 NE 2 Vinyl Low-E Double Yes 0.34 0.3 N 72.2 ft2 6 ft 4 in 1 ft 4 in None None 3 NE 2 Vinyl Low-E Double Yes 0.34 0.3 N 48.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 1 ft 5 in None None vT 7 SE 4 Vinyl Law-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 11 ft 3 in None None 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 9 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 10 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 11 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 17.8 ft2 15 ft 4 in 1 ft 4 in None None 3/6/2018 6:08 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 Cu G'1 1 I GARAGE 1 Floor Area Ceiling Area 395 ftz 395 ftZ Exposed Wall Perimeter 1111, Avg. Wall Height Exposed Wall Insulation 54.67 ft 9.33 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000406 CFM 50 ELA EgLA ACH ACH 50 2077.8 114.07 214.52 .3647 7 HEATING SYSTEM 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:8.2 40 kBtu/hr 1 Ducts sys#1 COOLING SYSTEM 1 System Type Central Unit/ Subtype Split Efficiency Capacity Air Flow SHR Block SEER: 14 40 kBtu/hr cfm 0.75 1 Ducts sys#1 HOT WATER SYSTEM 1 System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume FEF ftZ DUCTS 1 Supply ---- Location R-Value Area Attic 6 390.4 ft Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool Attic 97.6 ftZ Default Leakage 2nd Floor (Default) (Default) 1 1 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ jJan j Feb Mar A r j Ma [[Xjj Jun jXj Jul Xj AugX] Se Oct Nov Dec Heatin f X] Jan X) Feb EX} Mar Apr May [ Jun j Jul I Aug Sep Oct Nov OecXjVentin [[ ] Jan j Feb Xl Mar X] A r t Ma [[ Jun Jul Au J Se X] Oct lX] X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 58 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 2868 Gripper Circle, Sanford, FL, 32773 New (From Plans) 9, Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1350,00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 891,33 ft2 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1278.00 ft2 1952 b. Knee Wall (Vented) R=19.0 36,00 ft2 c. N/A R= ft2 Area 11, Ducts R ft2 288.50 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 390A ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 40.0 SEER:14.00 ft2 3.448 ft. 0,300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 732.00 ft2 b. Floor Over Other Space R=0.0 674.00 ft2 c. other (see details) R= 546.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection 11"11( a new EPL Display Card will be completed based on installed Code complia feat sr Builder Signature: / Date: Address of New Home: 2 la Qzko .. C ARC-.,c . City FL Zip' fal_ , 3 2-^? kBtu/hr Efficiency 40.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat Wfflw__yn Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 BY BLDR MIN 2' FROM.-,VALL 7' FAMILY ENTRY Be rduct to reel cap 3' bath 2 CAR to roof cap GARAGE W/fan Nutone 696RNB ducts/grillesiTransfersizedIncompUencewith torlda Resklentlat Duliding Code - M1602.4 Balanced j Return Air, exceptions 1-3. Bulider must provide unrestricted I Inch undercut on doors to FIRST FLOOR 3' bath duct to roof cap w/fan Nutone 696RNB 33 lk. ./a" 1!40v tPh 1043 Pt" E4onv by tw MONEYVELL 2 ZONE DAM PU SYM Mffi a ARMTZ AM4TZ w cpltKe DAYS C7735A tM w'. 8m 8— Oft tr T C due* chw 4- &- yw duct Yw vent b. 3' bath duct to roof cap w/ fan Nutone 696RNB HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM 66' FLEX ' SMAPUXXIFLEX43LE METAL XSECOND FLOOR w Must have a mlmbmm clearance of 4 Inches around the aJr handler per the State Energy code, All duct has an rw6 lnstAaticn value. cn Zo y S. outskk, W to — UJ UJ D ereoll cap U o y 0 CL C C:) Uof clr- LL- t 0 0) JO y) LL- Z 0N LLJ Z Z 1 0 O w cn cL i n 0 DEL. -AIR Manual S Compliance Report Job: Lotl8ReaganPointe7413B Date: March 6, 2018 WATIM-AM CONUMN11101 Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone 407.831-2665 Fax 407-333-3853 Nkb. VVWW.DEL-AIR.COM For: David Weekley Homes, Lot18ReaganPointe74136 2868 Gripper Circle, Sanford, FI 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 30313 Btuh Entering coil DB: 76.9°F Outdoor design WB: 75.2°F Latent gain: 5351 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 35664 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31499 Btuh 104% of load Latent capacity: 7005 Btuh 131 % of load Total capacity: 38504 Btuh 108% of load SHR: 82% Design Conditions Outdoor design DB: 40.9°F Heat loss: 25250 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 162% of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wrightsoft^ 2018-Mar-06 17 52:38 u.=n - _ ._• Right-Suitet Universal 2018 18.0.10 RSU24015 Page 1 140CA...t18ReaganPointe7413B\Lot18ReaganPointe7413B.rup Calc = MJ8 faces SW C?EL.,-AIR Componentnonent Constructions Job: Lot18Rea9anPointe7413B S M Date: March 6, 2018 NEAT04• AM CON111111TUMM Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot 18ReaganPointe7413B 2868 Gripper Circle, Sanford, FI 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29 °N Outdoor: Heating Dry bulb (T) 41 Daily range (T) - Wet bulb (T) - Wind speed (mph) 15.0 Indoor temperature (T) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Heating 70 29 30 2.5 Simplified Average 0 Cooling 75 18 50 38.7 Construction descriptions Or Area t1-value Insul R Htg HTM Loss Clg HTM Gain ft` Btuh/ft'-'F ft'-'F/Stuh Btuh/ft' Btu Btuh/ft' Btu Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2" x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins. 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 1613-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.44 ft sep.); 7.2 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 6.33 ft overhang (6.7 ft window ht, 1.33 ft sep.); 8 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.26 ft sep.); 8 ft head ht ne 230 0.089 13.0 2.59 596 2.80 644 se 361 0.089 13.0 2.59 936 2.80 1013 sw 231 0,089 13.0 2.59 598 2.80 647 nw 385 0.089 13.0 2.59 997 2.80 1079 all 1207 0.089 13.0 2.59 3127 2.80 3383 ne 159 0.167 7.0 4.86 774 5.26 838 se 221 0.167 7.0 4.86 1072 5.26 1160 sw 69 0.167 7.0 4.86 337 5.26 364 nw 271 0.167 7.0 4.86 1319 5.26 1427 all 721 0.167 7.0 4.86 3502 5.26 3788 ne 11 0.049 19.0 1.43 16 2.67 29 se 10 0.049 19.0 1.43 14 2.67 27 sw 11 0.049 19.0 1.43 16 2.67 29 nw 10 0.049 19.0 1.43 14 2.67 27 all 42 0.049 19.0 1 A3 60 2.67 112 229 0.096 13.0 2.79 641 1.88 431 ne 40 0.340 0 9.89 396 22.5 898 se 20 0.340 0 9.89 198 20.9 417 sw 8 0,340 0 9.89 79 20.9 167 nw 20 0,340 0 9.89 198 22.5 449 all 88 0.340 0 9.89 871 22.0 1932 ne 73 0.340 0 9.89 718 18.6 1347 ne 48 0.340 0 9.89 475 22.5 1078 wrightsoft- 2018-Mar-06 17:52:38 Right -Suites) Universal 2018 18.0.10 RSU24015 Page 1 t18ReaganPointe7413B\Lot18ReaganPointe7413B.rup Calc = MJ8 faces: SW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 0 9.89 154 21.4 334 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 It overhang (5.2 ft window ht, 1.44 ft sep.); 7.2 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 8 0,340 0 9,89 79 21.7 174 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 1.44 ft sep.); 7.2 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 8 0.340 0 9.89 79 27.1 217 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.26 ft sep.); 6,67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 31 0.340 0 9.89 309 25.0 781 1/8" thk: NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 1.44 ft sep.); 7.2 ft head ht 10C-v: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 18 0,340 0 9.89 177 18.6 332 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (6.7 ft window ht, 1.33 ft sep.); 8 ft head ht Doors 11 DO: Door, wd so type sw 24 0.390 0 11.3 272 12.1 291 n 18 0,390 0 11.3 203 12.1 216 all 42 0.390 0 11.3 475 12.1 507 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026 38.0 0.76 971 1.42 1821 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir. 12" thkns. r-19 cav ins, amb ovr 151 0.050 19.0 1,45 220 0.73 110 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 401 0.050 19.0 1.45 583 0.73 292 22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989 0 28.8 2748 0 0 1 { wrightsc f - 2018-Mar-06 17 52:38 u...«. ,._• Right -Suited Universal 2018 18.0.10 RSU24015 Page 2 t18ReaganPointe741361Lot18ReaganPointe74136.rup Cale = MJ8 faces SW E1._-AIR Project Summary Job: Lot18ReaganPointe7413B 1 7 Date: March 6, 2018 uLaw -Am cemaniollim Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Nib WWW.DEL-AIR.COM For: David Weekley Homes, Lot 18ReaganPointe7413B 2868 Gripper Circle, Sanford, FI 32773 Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 °F Inside db 70 °F Design TD 29 °F Heating Summary Structure 20086 Btuh Ducts 3311 Btuh Central vent (58 cfm) 1853 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 25250 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area (ft2) 1952 1952 Volume (ft3) 18396 18396 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 153 80 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 AHRI ref 9162578 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 24261 Btuh Ducts 4905 Btuh Central vent (58 cfm) 1146 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30313 Btuh Latent Cooling Equipment Load Sizing Structure 3094 Btuh Ducts 733 Btuh Central vent (58 cfm) 1524 Btuh Outside air Equipment latent load 5351 Btuh Equipment Total Load Sen+Lat) 35664 Btuh Req. total capacity at 0. 5 SHR 3.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 10000 Btuh Temperature rise 28 F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt tasott` 2018-Mar-06 17:52.38 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 tl8ReaganPomte74138\Lotl8ReaganPointe74138.rup Calc = MJ8 faces SW QEL-AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot18ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name Entire House pwdr 2 Exposed wall 245.5 ft 13.0 ft 3 Roan height 9.1 ft 9.3 ft heat/cool 4 5 Roan dimensions Room area 2017.1 ft' 4.5 x 8.5 ft 38.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft Load number Btuh/ft?'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,tl G 12C-Osw Frm wall, st 0.089 ne 2,59 2,80 270 230 596 644 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 40 0 396 898 0 0 O 0 W "13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 280 159 774 838 0 0 0 0 I OC-v 0.340 ne 9.89 18,56 73 0 718 1347 0 0 0 0f--t; II-C' 11 2A-2ov 0.340 ne 9.89 22.45 48 0 475 1078 0 0 0 0 W 166-19ad 0.049 ne 1.43 2.67 11 11 16 29 0 0 0 0 W 12C-Osw Frm wall, st 0,089 se 2.59 2.80 405 361 936 1013 0 0 0 0 2A-2ov 0,340 se 9.89 20.87 20 4 198 417 0 0 0 0 2A-2ov 0.340 se 9.89 21.40 16 2 154 334 0 0 0 0 26-2fv 0.340 se 9.89 21.69 8 3 79 174 0 0 0 0 13A-7ocs Blk wall, s 0.167 se 4.86 5,26 229 221 1072 1160 0 0 0 0 2B-2fv 0.340 se 9.89 27.08 8 0 79 217 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 10 10 14 27 0 0 0 0 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 270 231 598 647 0 0 0 0 2A-2ov 0,340 sw 9.89 25.03 31 4 309 781 0 0 0 0 2A-2ov 0,340 sw 9.89 20.89 8 1 79 167 0 0 0 0 V1J 13A-7ocs Blk wall. s 0.167 sw 4.86 5.26 93 69 337 364 42 42 204 221 11DO 0,390 sw 11.35 12.11 24 24 272 291 0 0 0 0 DW 166-19ad 0.049 sw 1,43 Z67 11 11 16 29 0 0 0 0 W 12C-Osw Frm wall, st 0.089 rnv 2.59 2.80 405 385 997 1079 0 0 0 0 L- f 2A-2ov 0.340 nw 9.89 22.45 20 0 198 449 0 0 0 0 V, V I 13A- 7ocs Blk wall, s 0.167 nw, 4.86 5.26 289 271 1319 1427 79 79 385 417 10C- v 0,340 nw 9.89 18.56 18 0 177 332 0 0 0 0 GW 168-19ad 0.049 nw 1.43 2.67 10 10 14 27 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.79 1.88 247 229 641 431 0 0 0 0 L- D 11D0 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 1284 1284 971 1821 0 0 0 0 F 20P-19t 0,050 1.45 0.73 151 151 220 110 0 0 0 0 F 20P-19t 0.050 1.45 0.73 401 401 583 292 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 732 96 2748 0 38 13 374 0 6 c) AED excursion 0 34 Envelope loss/gain 15189 16636 964 603 12 a) Infiltration 4897 1575 260 84 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 5 1150 0 0 Appliances/ other 4900 0 Subtotal ( lines 6 to 13) 20086 24261 1224 1 687 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20086 24261 1224 687 15 Duct loads 16% 20% 1 3311 4905 10% 10% 122 69 Total room load 23397 29167 1346 756 Air required (cfm) 1333 1333 77 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. NJ wrrlghtar¢of°t"` R2018- Mar- 06 17:52 38 Right-Suite( P) Universal 2018 18.0.10 RSU24015 Page 1 t18ReaganPointe74136%Lotl8ReaganPointe74136. nrp Calc = MJ8 faces: SW r QED -AIR Right-JO Worksheet AEntire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot18ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name family kitchen 2 Exposed wall 37.0 It 18.0 ft 3 Room height 9.3 It heat/cool 9.3 ft heat/Cod 4 5 Room dimensions Room area 1. 0 x 352.0 ft 352. 0 ft' 1. 0 x 238.5 It 238. 5 ft' Ty Construction U-value Or HTM Area (ft) Load Area V) Load number Btuh/ft? °F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 yJL- 12C-Osw Frm wall, st 0.089 ne 2.59 2.80 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 13A- 7ocs Blk wall.. s 0.167 ne 4.86 5.26 131 58 282 305 0 0 0 0 1OC- v 0.340 ne 9.89 18.56 73 0 718 1347 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 166-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.89 20,87 0 0 0 0 0 0 0 0 2A- 2ov O.340 se 9.89 21,40 0 0 0 0 0 0 0 0 2B- 2fv 0.340 se 9.89 21.69 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, s 0,167 se 4.86 5.26 0 0 0 0 168 168 816 883 t-- G 2B-2fv 0,340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C- Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9,89 25.03 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.89 20.89 0 0 0 0 0 0 0 0 Vf! L-- D 13A- 7ocs Blk wall. s 0.167 sw 4.86 5.26 51 27 133 144 0 0 0 0 11 DO 0.390 sw 11.35 12.11 24 24 272 291 0 0 0 0 W 1613-19ad 0.049 sw 1A3 2,67 0 0 0 0 0 0 0 0 W L 12C- Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 GV, V13A-7ocs Blk wall, s 0.167 nw 4.86 5,26 163 163 793 858 0 0 0 0 10C- v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 GW P 168- 19ad 12C- Osw Frm wall, r- 0. 049 0. 096 nw 1.43 2. 79 2, 67 1. 88 0 187 0 187 0 521 0 350 0 61 0 43 0 120 0 80 11D0 0.390 n 11.35 12.11 0 0 0 0 18 18 203 216 C 166-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.45 0,73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 352 37 1065 0 239 18 518 0 6 c) AED excursion 229 119 Envelope loss/gain 3785 3066 1656 1061 12 a) Infiltration 740 238 360 116 b) Room ventilation 0 0 0 0 13 1ntemal gains. Occupants @ 230 3 690 0 0 Appliances/ other 600 1200 Subtotal ( lines 6 to 13) 4525 4594 2017 2377 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4525 4594 2017 2377 15 Duct loads 110% 10%1 453 459 10%1 101% 202 238 Total room load 4978 5053 2218 2615 Air required (cfm) 284 231 126 119 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtst oftm 2018-Mar-0617:52:38 A^^ r r^ Right-Sui[e Universal 2018 18.0.10 RSU24015 Page 2 tl8ReaganPointe74136\ Lotl8ReaganPointe74136.rup Calc = MJ8 faces: SW DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lod 8ReaganPointe74136 Date: March 6, 2018 By: RH 1 Room name dining retreat 2 Exposed wall 27.5 ft 14.5 ft 3 Roam height 9.3 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 103.3 ft ft103.3 ft' 1.0 x 234.3 ft 234.3 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ftl Load number Btuh/ft' °F) Btuh ft or perimeter (ft) Btuh) or perimeter (ft) 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t12C-Osw Frm wall, st 0.089 ne 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0G W 13A-7ocs Blk wall, s 0,167 ne 4.86 5.26 149 101 492 532 0 0 0 0 10C-v 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 1/ 2A-2ov 0,340 ne 9.89 22.45 48 0 475 1078 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 131 95 246 266 2A-2ov 0.340 se 9.89 20.87 0 0 0 0 20 4 198 417 2A-2ov 0.340 se 9.89 21.40 0 0 0 0 16 2 154 334 2B-2fv 0,340 se 9.89 21.69 0 0 0 0 0 0 0 0 1N 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 61 53 256 277 0 0 0 0 L--G 2B-2fv 0.340 se 9.89 27.08 8 0 79 217 0 0 0 0 W 168-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 j 12C-Osw Fan wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 sw 9.89 25,03 0 0 0 0 0 0 0 0 I-C 2A-2ov 0.340 sw 9.89 20.89 0 0 0 0 0 0 0 0 13A-7ocs Blk wall. s 0.167 sw 4,86 5.26 0 0 0 0 0 0 0 0 D 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 168-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W I--C' 12C-Osw Frm wall.. st 0.089 nw 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 47 29 140 151 0 0 0 0 10C-v 0.340 nw 9.89 18.56 18 0 177 332 0 0 0 0G W 166-19ad 0.049 nw 1,43 2.67 0 0 0 0 0 0 0 0 P L-D 12C-Osw Frm wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 234 234 177 332 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1,45 0.73 0 0 0 0 23 23 33 17 F 22A-tpl 0,989 28.78 0.00 103 28 791 0 0 0 0 0 6 c) AED excursion 135 365 Envelope loss/gain 2410 2451 808 1731 12 a) Infiltration 550 177 280 90 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13) 2961 2858 1088 2821 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2961 2858 1088 2821 15 Duct loads 1101% 101% 296 286 24% 280% 260 791 Total room load 3257 3144 1349 3612 Air required (cfm) 186 144 77 165 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Art- 2018-Mar-0617:52:38 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 3 t18ReaganPointe74136\Lot ISReaganPointe7413B.(up Calc = MJ8 faces SW DEL -AIR Right-J® Worksheet F1AI""`9"'o1° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333-3853 YVeb WWW.DEL-AIR.COM Job: Lot 18ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name bth 2 bdrm 2 2 Exposed wall 6.0 ft 25.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 12.0 x 13.5 ft 5 Room area 60.0 ft' 162.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuhift? °F) Btuh ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 t12C-Osw G Frm wall, st 0,089 ne 2.59 2,80 54 54 140 151 108 88 228 247 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 20 0 198 449 W 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 E2 10C-v 0,340 ne 9.89 18.56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20,87 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.40 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 21.69 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 166-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 25.03 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,89 20.89 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0,167 sw 4.86 5.26 0 0 0 0 0 0 0 0 0 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 122 122 315 340 2A-2ov 0.340 nvv 9.89 22.45 0 0 0 0 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0G W 166-19ad 0.049 r1w 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0,096 2.79 1.88 0 0 0 0 0 0 0 0 D 11D0 0.390 n 11,35 12.11 0 0 0 0 0 0 0 0 C 166-38ad 0,026 0.76 1.42 60 60 45 85 162 162 123 230 F 20P-19t 0,050 1.45 0.73 10 10 15 7 60 60 87 44 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 45 Envelope loss/gain 200 230 950 1265 12 a) Infiltration 116 37 492 158 b) Room ventilation 0 0 0 0 13 Internal gains Occupants g 230 0 0 0 0 Appliances/other0 300 Subtotal (lines 6 to 13) 316 268 1443 1723 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 316 268 1443 1723 15 Ductloads 24% 28% 75 75 24% 28% 345 483 Total room load 391 343 1788 2206 Air required (cfm) 22 16 102 101 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghcsroP!^ Ae6lk Right -Suited 2018-Mar-0617:52:38 Universal 2018 18.0.10 RSU24015 Page 4 tl8ReaganPointe7413B\Lotl8ReaganPointe7413B.rup Calc = MJ8 faces SW DEL AIR Right-JO Worksheet wffw'"" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 VVeb. WWW.DEL-AIR.COM Job: Lod 8ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name bdrm 3 mstr wic 2 Exposed wall 11.0 ft 11.0 ft 3 Room height 9.0 ft heat/cod 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 139.5 ft 139.5 ft' 16.5 x 6.5 ft 107,3 ft' Ty Construction U-value Or HTM Area (ft' Load Area (ft') Load number Btuh/ft'-'F) Btuh/ft or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Val 12C-Osw Frm wall, st 0,089 ne 2.59 2.80 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall. s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 10C-v 0.340 ne 9.89 18,56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall. st 0,089 se 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 20.87 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 21.40 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 21.69 0 0 0 0 0 0 0 0 WJ 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 G 213-26v 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 41 41 105 113 2A-2ov 0.340 sw 9.89 25.03 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.89 0 0 0 0 0 0 0 0 Vt-D 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 11 D0 0,390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W L- G 12C-0sw Frm wall. st 0.089 nw 2.59 2.80 99 79 205 221 59 59 152 164 2A-2ov 0.340 nw 9.89 22.45 20 0 198 449 0 0 0 0 ViJ 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 L--G 1 OC-v 0.340 nw 9.89 18,56 0 0 0 0 0 0 0 0 W 166-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P L-D 12C-Osw Frm wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 140 140 106 198 107 107 81 152 F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0,050 1.45 0.73 0 0 0 0 40 40 59 29 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 185 25 Envelope loss/gain 508 1053 396 434 12 a) Infiltration 212 68 212 68 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 300 0 Subtotal (lines 6 to 13) 720 1422 608 502 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 720 1422 608 502 15 Duct loads 24% 28% 172 399 24% 28% 146 141 Total room load 893 1820 754 643 Air required (cfm) 51 83 43 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fio- wrighXsoT!^ 2018-Mar-06 17 52:38 Right -Suited) Universal 2018 18.0.10 RSU24015 Page 5 tl8ReaganPointe7413B\Lotl8ReaganPointe74136.rup Calc = MJ8 faces: SW DEL -AIR Right-JO Worksheet MawEntire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lod 8ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name mstr we mstr bth 2 Exposed wall 3,0 ft 20.5 ft 3 Room height 9.0 It heat/cod 9.0 ft heat/cool 4 Room dimensions 6.0 x 3.0 ft 1.0 x 112.0 It 5 Room area 18.0 ft, 112.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuhlft' °F) Btuh ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C-0sw Frm wall, st 0.089 ne 2.59 2.80 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22-45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 l0C-v 0.340 ne 9.89 1& 56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 166-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0,089 se 2.59 2.80 0 0 0 0 0 0 0 0 2A-20v 0.340 se 9.89 20.87 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.40 0 0 0 0 0 0 0 0 26-2fv 0.340 se 9.89 21,69 0 0 0 0 0 0 0 0 13A-7ocs Blk wall. s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 sw 2.59 2,80 0 0 0 0 86 78 201 217 2A-2ov 0,340 sw 9.89 25.03 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.89 0 0 0 0 8 1 79 167 v+J L_p 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 11 DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-19ad O.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall. st 0.089 nw, 2.59 2.80 27 27 70 76 99 99 256 277 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W, 13A-7ocs Blk wall, s 0.167 niv 4.86 5.26 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0G W 16B-19ad 0,049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0,096 2,79 1.88 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 18 18 14 26 112 112 85 159 F 20P-19t 0.050 1.45 0.73 18 18 26 13 63 63 92 46 F 20P-19t 0.050 1.45 0.73 0 0 0 0 49 49 71 36 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 42 Envelope loss/gain 110 108 784 944 12 a) Infiltration 58 19 396 127 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants o? 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 168 127 11801 1071 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 168 127 1180 1071 15 Duct loads 24% 28% 40 35 24% 1 28% 282 300 Total room load 208 162 1462 1371 Air required (cfm) 12 7 83 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghCs olt- 2018-Mar-06 17 52 38 Right-Suite<9 Universal 2018 18,0.10 RSU24015 Page 6 t18ReaganPointe7413B\Lot18ReaganPointe7413B.rup Calc = MJ8 faces. SW QDEL-AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Job: Lod 8ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name util mstr rm 2 Exposed wall 0 ft 33.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 7.0 x 6.5 ft 1.0 x 2415 ft 5 Room area 45.5 ft' 243.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft? °F) St ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ G 12C-Osw Frm wall, st 0.089 ne 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9,89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall. s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 E2 1 OC-v 0.340 ne 9,89 18.56 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 0 0 0 0 11 11 16 29 W 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 153 145 376 406 2A-2ov 0.340 se 9.89 20.87 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 21.40 0 0 0 0 0 0 0 0 2B-2fv 0,340 se 9.89 21.69 0 0 0 0 8 3 79 174 VN 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 t-G 2B-2fv 0.340 se 9.89 27.08 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 10 10 14 27 12C-Osw Frm wall, st 0,089 sw 2.59 2.80 0 0 0 0 144 113 292 316 2A-2ov 0.340 sw 9.89 25.03 0 0 0 0 31 4 309 781 2A-2ov O.340 sw 9.89 20,89 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall.. s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0 itDO 0.390 sw 11,35 12.11 0 0 0 0 0 0 0 0D W 168-19ad 0.049 sw 1.43 2.67 0 0 0 0 11 11 16 29 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0C V f 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 I G 1OC-v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 rrw 1.43 2.67 0 0 0 0 10 10 14 27 P L-D 12C-Osw Frm wall, r- 0,096 2.79 1.88 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.35 12,11 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.76 1.42 46 46 34 65 244 244 184 345 F 20P-19t 0.050 1,45 0.73 0 0 0 0 0 0 0 0 F 20P-19t 0,050 1.45 0.73 46 46 66 33 244 244 354 177 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 33 91 Envelope loss/gain 101 64 1654 2403 12 a) Infiltration 0 0 727 234 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 0 0 1 230 Appliances/other 600 600 Subtotal (lines 6 to 13) 101 664 2381 3467 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 101 664 2381 3467 15 Duct loads 24% 28% 24 186 24% 28%1 569 972 Total room load 125 851 1 2951 4439 Air required (cfm) 7 39 168 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Att' wrighlssolt" 2018-Mar-0617:52:38 Right -Suite@ Universal 2018 18.0.10 RSU24015lilPage 7 tl8ReaganPomte74136\Lotl8ReaganPointe74136.rup Calc = MJ8 faces: SW QDEL-AIR Right-JQ Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot18ReaganPointe7413B Date: March 6, 2018 By: RH 1 Room name bdrm 4 2 Exposed wall 25.5 ft 3 Room height 9.0 ft heat/coot 4 Room dimensions 12.1 x 13.5 ft 5 Room area 163.1 ft' Ty Construction U-value Or HTM Area (ft Load Area Load number Stuh/ftl-'F) Btuhfitj or perimeter (ft) Btuh) or perimeter Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 tL- G 12C-Osw Frnn wall, st 0,089 ne 2.59 2.80 108 88 228 247 2A-2ov 0.340 ne 9.89 22.45 20 0 198 449 IW 13A-7ocs Blk wall, s 0,167 re 4.86 5.26 0 0 0 0 I-c I-G 10C-v 0.340 ne 9.89 18.56 0 0 0 0 11 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 0 0 0 0 W 12C-Osw Frm wall, st 0.089 se 2.59 2,80 122 122 315 340 2A-2ov 0.340 se 9.89 20.87 0 0 0 0 2A-2ov 0.340 se 9.89 21.40 0 0 0 0 2B-21v 0.340 se 9.89 21.69 0 0 0 0 Vet 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 r-G 2B-2fv 0.340 se 9.89 27,08 0 0 0 0 W 166-19ad 0.049 se 1.43 2.67 0 0 0 0 Up/ 12C-Osw Fnn wall, st 0.089 sw 2.59 2.80 0 0 0 0 2A-2ov 0.340 sw 9.89 25.03 0 0 0 0 2A-2ov 0.340 sw 9,89 20.89 0 0 0 0 13A-7ocs Blk wall. s 0.167 sw 4.86 5.26 0 0 0 0 11 DO 0,390 sw 11. 35 12.11 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 0 0 0 0 2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0G 13A-7ocs Blk wall, s 0,167 nw 4.86 5.26 0 0 0 0 1 OC-v 0.340 nw 9,89 18,56 0 0 0 0 W 168-19ad 0.049 nw 1.43 2.67 0 0 0 0 P 12C-Osw Fnn wall, r- 0.096 2.79 1.88 0 0 0 0 L--D 11 D0 0.390 n W 35 12,11 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 162 162 123 230 F 20P-19t 0,050 1,45 0.73 0 0 0 0 F 20P-19t 0,050 1.45 0.73 0 0 0 0 F 22A-tpl 0,989 28.78 0.00 0 0 0 0 6 c) AED excursion 43 Envelope loss/gain 863 1223 12 a) Infiltration 492 158 b) Room ventilation 0 0 13 1ntemal gains Occupants @ 230 0 0 Appliances/other 300 Subtotal (lines 6 to 13) 1355 1681 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1355 1681 15 Duct loads 24% 28% 324 471 Total room load 1679 2153 Air required (cfm) 96 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. we igtst:ottrt 2018-Mar-06 17:52:38 4te4P Right -Suited Universal 2018 18.0.10 RSU24015 Page 8 tl8ReaganPointe74136\Lotl8ReaganPointe7413B.rup Calc = MJ8 faces SW D EL-AIR Duct System Summary WAWM " Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Fax: 407-333-3853 Vbpb WWW.DEL-AIR.COM For: David Weekley Homes, Lot18ReaganPointe7413B 2868 Gripper Circle, Sanford, FI 32773 Job: Lot18ReaganPointe7413B Date: March 6, 2018 By: RH Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.260 in/100ft 0.260 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 131 ft Name Design Btuh) Htg cfm) Cig cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 h 1788 102 101 0.306 6.0 Ox 0 VIFx 26.1 85.0 SO bdrm 3 C 1820 51 83 0.321 6.0 Ox 0 VIFx 20.8 85.0 SO bdrm 4 c 2153 96 98 0.326 6.0 OX 0 VIFx 19.4 85.0 SO bth 2 h 391 22 16 0.322 4.0 Ox 0 VIFx 20.6 85.0 SO dining h 3257 186 144 0.269 7.0 OX 0 VIFx 31.3 95.0 st2 family h 4978 284 231 0.297 9.0 Ox 0 VIFx 19.6 95.0 st2 kitchen h 2218 126 119 0.288 6.0 Ox 0 VIFx 22.9 95.0 st2 mstr bth h 1462 83 63 0.267 6.0 Ox 0 VIFx 27.5 100.0 st3 mstr rm C 4439 168 203 0.267 0 Ox 0 VIFX 27.2 100.0 st3 mstr we h 208 12 7 0.271 4.0 Ox 0 VIFx 25.5 100.0 st3 mstr wic h 754 43 29 0.260 4.0 Ox 0 VIFx 30.8 100.0 st3 pwdr h 1346 77 35 0.284 5.0 Ox 0 VIFx 24.6 95.0 st2 retreat c 3612 77 165 0.360 7.0 Ox 0 VIFx 9.5 85.0 st1 Of c 851 7 39 0.273 4.0 Ox 0 VIFx 24.4 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 313 341 0.260 626 10.0 0 x 0 VinlFlx SO SO Peak AVF 661 804 0.260 576 16.0 0 x 0 VinlFlx st2 Peak AVF 672 529 0.269 629 14.0 0 x 0 VinlFlx Wrightsoi't- 2018-Mar-06 17:52 39 Right-SufteO Universal 2018 18010 RSU24015k..,,..._.....,,..,,-,.,,.. Page 1 t18ReagtianPointe7413B\Lotl8ReaganPointe74136.rtip Calc = MJ8 faces SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft, 2018-Mar-06 17:52:39 Right-SuileIP, Universal 2018 18.0.10 RSU24015 Page 2 t18ReaganPointe74136VLot18ReaganPointe74136.rup Calc = MA faces. SW FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. I.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 3/6/2018 6:07:47 PM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2868 Gripper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing_ 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515, Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIv CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/6/2018 6:08 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryl,e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/6/2018 6:08 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lod 8ReaganPointe74138 Builder Name: David Weekley Homes Street: 2868 Gripper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 690000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids fir inkler cover plates and walls or ce*14n a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/6/2018 6:08 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lott 8ReaganPointe7413B Builder Name: David Weekley Homes Street: 2868 Gripper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond. Floor Area:: 1952 sq.ft. Cond. Volume: 17810 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: I n: R: Single or Multi Point Test Data -- Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R4 1.2. SIGNATURE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. PRINTED NAME — DATE: t BUILDING OFFICIAL: DATE: _ 3/6/2018 6:08 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 01M sp Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 tit un A A r- coln' PLOT PLAN X It LEGAL DESCRIPTION: LOT 18, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Graphic Scale 101 26 40' Scale: 1"-20' to construct single family home th setbacks and impervious area own on plan. IIS t. C) cx/c -, rvp. LIJ rA 0155 5 0 cl A1111 , it oe" 11're 2868 GRIPPER CIRCLE, SANFORD, FLORIDA 327731 l F k V Proposed Elevation PrODO A\ sed 1 4' ' 0 0 Conc 48.29Al " = Top of Wall Slicie' velk Bottom of Wall Existing Conc Curb Existing Edge of Pavement V DELTA = 16049'44" (r-M)/ R = 75.00'(P) L = 22.03'(P) CHORD N74055' 20"W 21.95- (P) Field Date: 2/28/2E:1 Date Completed: 2/28/2018 Drawn BY: D.C. I File Number:IS-44768 PP Legend- c Calculated PC Point of Curvature Cris" Radio. Pg. page Concrete Block PI Point of IntarsectIon cm Concrete Monument P.O.B. - Point of Beginning Conic. Concrete N.Q.L. - Point on Line D Description top Power Pole DE Drainage Easement PRM Permanent Reference L sent Falsoment Monument F. L.M.A. - Federal Lmorgency PT Polio of Taistioncy Management Agency R Radius FFL, FlrdShod Floor Llarvation Rod, • Radial Fnd. Found R&C • Roper & Cap IP Iron Pipe Rae. Recovered L Length (Arc? Rid. • Roofed m N& D Measured Nail & ulsk Set '/ V Robot & Reoar Cap "Llit 7623' N- R, Non -Radial Typ Typical ORB Official Records Book UE utility Easement P Plat WM Water Motor P. B. Plat Book 4 Delta (Central Angle) Survey n, Based open the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. S- Liject to any Easements and/or Restocoons of Record. bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a -88- Building Ties are NOT to be used to reconstruct Property Lines, Fence Ownership Is NOT determined. Beef Overhangs, Underground Utilities imd/., Footers have NOT been located UNLESS is thenviu, ..led, sSepec Tanks and/or Orrinfeld locations are approximate and MUST be verified by appropriate Utility Location Companies. Userd This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor, Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS of INCEAES1 PROPOSED DRIVEWAY CROSSES EASEMENT Do" Signed by: k I MtAk4 atCED63FCAE64EE1_ 2868 GIPPER CIRCLE SANFORD, FL 32773 Area Calculations Total Lot Area= 3,820 sq ft (100%) Impervious Area= 1,967 sq ft (51 %) Pervious Area= 1,853 sq ft (49%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan This is NOT a Boundary Survey u, and 011.011 to it. Brad (It Illy Knowficidlit. due Bol as hecoulty Sol— dor my Direction on the Date Shown, Based on Information lumishod to Noted and Contemner to the Standards of Practice for Land Sum he State of riodda in accordance with Chapter 5.1•1 7.062 nedida ministrative Codes, Pursuant 472,027 Florida Statutes. Patrick K. Ireland & Asisvides Surveong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.com Office- 407.678.3366 Fax-407.320.8165 1,11 ("'Ok" 1) ( on , Residential Load Demand General Method 1952 square feet X 3VA = 5856 VA Small appliance load 3000 VA Laundry 1500 VA total 10,356 VA First 3000VA @ 100%. 3000 VA Remaining @ 35% ................2575 VA total 5575 VA Dryer 5000 VA 8 3 6Disposal Dishwasher 650 VA 1200 VA Refrigerator 720 VA S Water Heater Range. 4500 VA 8000 VA Heat 8000 VA Micro. 1200 VA total 34,845 VA - 240V= 145 amps= 150 amp service Model 7413 Contractor -----David Weekley Homes Subdivision Reaaan's Point County--Seminole,-,,--- City Sanford----,,- James Lanier EC 0002989 Office # 407-933-7771 4 Citn In fnrm tinn• Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw com Customer. Accu-Span Truss Company Job Number. 19644 JobDescription. 7413 - 6,17413 - B -David W eekley Homes Address. LOT 18 REAGAN POINTE City, State, Zip SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building: Name. I License #: Address. City, State, Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Wind Standard. ASCE 7-10 Wind Speed (mph). 139 State: View Version: 1 T02.01.11 14,21 JRef #: 1 W 8Q4080007 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): None 10,00 This package contains a job notes page, 42 truss drawings and 2 details Item Seal # Truss Item Seal # 1 05418,1459,37407 At 2 105418.1459.38390 3 05418.1449.36873 A3 4 054.18.1449.35420 5 054,18-1449,36530 A5 6 054.18.1449.35951 7 054.18.1449.35827 131 8 105418.1449.36358 9 054-18,1449, 37326 B2 10 054,18,1449, 35561 11 054.18.1449.37686 64 12 054,18.1449,35421 13 054,18,1449, 35702 B6 14 054,18,1449.37498 15 054,18.1449,37608 B8 16 054,18,1449,35703 17 054.18.1449.36045 EJ5 18 054,18,1449, 35687 19 054,18.1449.37420 EJ7 20 j054.18,1449,35531 21 054,18,1449,37640 EJ7B 22 054.18,1449,35937 23 054-18-1449.36108 CJ3 24 i054.18.1449.37218 25 054,18,1449,37046 HJ3 26 054,1& 1449.35266 27 054,18,1449,37577 HJ7 28 1054.18.1459.40000 29 054.18.1449,36796 F01 30 054.18.1449.35796 31 054,18.1449,35906 F03 32 i 054. 1& 1449.36545 33 054.1 1449.35264 j F04 34 054,18,1459.42300 This do 35 054.18.1459.45813 F05A 36 05418.1449.1W68 truss A2 . A4 A5A B1A B3 65 B7 EJ3 EJ5A EJ7A CJ1 it F03A t has been electronically i Digital Signature. Printed t an anginal signature must oe ventiea using the ongtnal electranie version. 5 pt11ittMM % itrr I-AT T CIF 4t- VM Al t Florida Certificate of Product Approval #FL1999 Printed 2!23,'2018 3:22:02 PM ALPINE Alpine, an ITW Company 2400 Lake Orange Dr, Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: Accu-Span Truss Company 1 Job Number- 19644 JobDescription: 7413 - B /7413 - B -David Weekley Homes Address: LOT 18 REAGAN POINTE City, State, Zip: SANFORD, FL Item Seal 9 !Truss 737 054. 18.1449,35405 39 054,18,1449,37045 IF09 41 054,18,1449,35576 1F1 1 Item 'Seal 9 !Truss 38 i054. 13, 1449,36874 ;F08 40 054.181449.35842 iFlO 42 1054,18,1449,36123 IF12 This document has been alectromc3lly signed using a Digital Signature. Printed copies without an anginal signature must be verified using the original electronic version. No 708-61 STATZ OF OR 2 2 31 2 M Florida Certificate of Product Approval #FL1 999 Printed 2,12312018 3:22:92 PM Job Number: 19644 Ply 1 SEQN: 603144 / T5 COMINI Cust R408 JRef IW804080007 7413 - B /7413 - B -David Weekley Homes Oty 2 FROM. CH = DnwNo: 054 18.1459.37407 Truss Label: At KMI / BAF 02/23/2018 t.4.. Loading Criteria (psf) TCLL: 20,00 TCDL: 7.00 SCLL: 0.00 BCDL: 10,00 Des Ld: 37,00 NCBCLL. 10,00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " T5" 12 16` 22'5"4 30' P6"2 T5"a 7`5"4 2 ItIX6D 10• 10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 23,49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9 00 If GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MIWFRS with additional C&C member design. 30' l o 20, Snow Criteria :P9,Pf n NSF) Pg: NA Ct: NA CAT: NF 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:20(0)/10(0) Plate Type(s): NAVE Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0,098 H 999 240 VERT(TL): 0.245 H 999 240 HORZ(LL): 0.036 H - - HORZ(TL): 0,063 H Creep Factor: 2.0 Max TC CSI: 0,474 Max BC CSI: 0,955 Max Web CSI: 0.289 VIEW Vec 17.02.01A.1114.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh_ lRL lW 6 1306 / 144 / 637 1 - 180 / 4.0 F 1307 1 144 1637 1 - - t 4.0 Wind reactions based on MW FRS 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. Comp. B - C 455 - 2182 D - E 468 -1 %8 C - D 468 -1 %7 E - F 455 -2184 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1878 - 299 H - F 1879 - 320 1 - H 1258 - 138 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 757 - 146 D - H 759 - 146 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 BCSI (Building Component Safety Information, byvTPI and SBCA) tbr safety practices prior to performing these functions. Installers shall provide temporar bracinc7 per BCSI. Unless noted otherwise,top chord shall have propertyattachedstructural sheathin and bottom chord shall have a propperty attached rf lid ceiling. Locations shown for ppermanent lateral restraint or webs shall have bracing Installed per BCSI sections B3. B7 or 810. as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details. unless noted otherwise- Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc shall not be responsible for any deviation from this drawing.any failure to build the truss in conformance with ANSI TPI 1, or for handling, shippingq, installation and bracing of_trussesA Seal on this drawing or cover page . . listing this drawing indica es acceptance of protessionaf engineering responsibility solely for the desi n shown. The suitability and use of this thawing or any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 t Job Number: 19644 7,113 - B 17413 - B -David Weekley Homes Truss Label: A2 IM Ply i SEQN 603235 f T40 Qty 2 FROM. CH 3• 17, tt4x6 it 4x6 D E 30' 23'1" 8 6.1.:8 HIPS Cust R408 JRef IWBQ4080007 DrwNo 054 18 1459 38390 KM I BAF 02/23/2018 3G' 02"12 4' 62"12 09"4 1.4. 6...4 13' 17, 237'12 30' Loading Criteria psf) I Wind Criteria Snow Criteria {Pg,Pf', PSFt Defl/CSI Criteria 1 Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7.10 j Pg: NA Ct: NA CAT: NA PP Deflection in loc Ltdefl L/# % Loc R / U Rw 1 Rh ! RL / W --- TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL). 0,125 J 999 240 1 g 1280 / 146 1641 ! - 160 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.435 J 999 240 G 1280 / 146 1 641 1- - 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 D Wind reactions based on MWFRS Des Ld: 37,00 EXP: B HORZ(TL): 0.103 D B Min Brg Width Reg = 1-5 NCBCLL: 10.00 Mean Height 22.99 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 G Min Brg `•Nidth Reg = 1 5 Bearings B G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TO CSI: 0.5039 Load Duration: 1,25 1 MWFRS Parallel Dist: h/2 to h I TPI Sid: 2014 Max BC CSI: 0.758 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist al: 3.00 fitMaximumIRepFactorsUsed: Yes Max Web CSI: 0,596 Top Chord Forces Per Ply (Ibs) Loc. from endwaU: not in 9.00 it FTIRT:20(0)/10(0) Chords Tens.Comp_ Chords Tens- Comp. GCpi: 0.1H Wind Duration. 1_60 Plate Type(s): - -- WAVE VIEW Ver 17.02.01A-1114,21 B - C 503 -2154 E - F 446 - 1644 C - D 446 - 1644 F - G 503 -2155 Lumber D - E 430 - 1396 Top chord 2x4 SP #2 Dense Bat chord 2x4 SP 92 Dense Webs 2x4 SP 43 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on tvIW FRS with additional C8C member design. y{tNtsrt4ilk tr#lr ar, r. F A t I 0, ,; 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chord s__Tens.Coin p. Chords Tens. Comp B - L 1858 - 346 J -1 1856 - 371 L - K 1855 - 347 1 - G 1859 - 371 K - J 1396 - 207 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. _Webs Tens. Comp. C - K W 188 - 598 E - J 430 - 73 D - K 429 -73 J - F 188 -599 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 BCSI (BuildingComponentafetyinformation, byV TPI and SBCAl gt safety practices prior to performing these functions Installers shall provide temporarybracingperSCSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have ') properlyattachdrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 33. B7 or B1Qasapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITNt Buildingq omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI T91 or for handling, shipping, installation and bracing of,trussesA eal on this drawing or cover page . listing this drawing indicates acceptance of pro essiona engineering responsibility solely or the design shown. The suft-abdity anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Plenemi otc s gag• anti These - eU IPy ALPINE aiR ne tw ?o n TPI — OnSt m. 36CA — sbandustry coin. CC -rrww icGsat ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19644 Ply 1 SEON 603146 I T44 / HIPS Cush. RR408 JRef iW804080007 7413 - B Oty 2 FROM CH DrwNo 054 18 1449 36873 Truss Label: A3 SN i DF 021230018 9"4 5.9"4 Loading Criteria tpsfl Wind Criteria TCLL: 20,00 Wind Sid: ASCE 7-10 TCDL: 7,00 Speed: 139 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category: II EXP:6 DesLd: 37,00 Mean Height: 22.49 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration. 1,60 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. tr 5'2"72 19' 8:- 5X6 5X6 D E 24.212 30' 52" 12 5 9"4 V 6. g.. 15' 30' 6' 91, 21' 9" Snow Criteria ±P9,Pf n PSF; I Defl/CSI Criteria 1 Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh l RL t W Pf NA Ce: NA I VERT(LL): 0,085 J 999 240 B 1215 1 148 / 642 1. / 139 14 0 Lu: NA Cs: NA VERT(TL): 0.232 J 999 240 i G 1215 l 148 / 642 t - /- 14,0 Snow Duration: NA HORZ(LL): 0.035 1 Wind reactions based on MWFRS HORZ( TL): 0.066 1 B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 I G Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,690 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0,695 Rep Factors Used: Yes Max Web CSI: 0.158 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTtRT: 20(0)l10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): NAVE VIEW Ver: 17.02.01A.1114.21 B - C 535 -2019 E - F 523 - 1825 C - D 524 •1825 F - G 534 -2019 D - E 464 -1464 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1746 - 382 J - 1 1417 - 287 K - J 1417 - 266 I - G 1746 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K- D 415 -75 E - 1 415 -74 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingg• shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI an t SBCA) , r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI._ Unless noted ®r herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erly attach d rigid aeilinq. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BC I sections B3. 87 or 10, as applicable Apply plates to each face ofptruss and position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of !TIP/ Buildingg Components Group Inc shall not be responsible for any deviation from this drawinq.any failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page I isting this drawing, indicates acceptance of Pro essiona engineering responsibility solely for the design shown. The suitability anduseofthisdrBawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304- Job Number: 19644 Ply: 1 SEON: 603147 / 1-9 / HIPS Cust RR408 JRef: iW804080007 7413 - B '', 0ty. 2 FROM. CH DrwNo: 054. 18 1449.35420 Truss Label: A4 SN I DF 02/23/2018 T 4'9"4 9' 15- 21' 25'2"12 30' 49"4 42'12 6' 6' 4'2"12 4'9"4 5X6 112X4 = 5X6 D E F 6 15' 30' 6' 21' Loading Criteria (psf) Wind Criteria Snow Criteria P9Pf m FSF; Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA1 PP Deflection in loc L/deft L,'# L_oc R / U Rw / Rh / RL / W TCDL 7-00 Speed: 139 mph Pf: NA Ce: IN I VERT(LL): 0,102 E 999 — B 1215 / 276 / 639 t • 1 119 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,278 E 999 240 : H 1215 / 276 / 639 / - / 4.0 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.038 J Wind reactions based on MIWFRS Des Ld 37.00 EXP: S 1 HORZ(TL): 0.070 J B Min Brg Width Req = 1.5 NCBCLL. 10,00 Mean Height: 21.99 ft Code / Misc Criteria Creep Factor 2.0 H Min Big Width Reg = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.346 Bearings B & H are a rigid surface. 9 9 BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 i Max BC CSI: 0,750 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dista: 3.00 ft Rep Factors Used: Yes RepFctors Max ` Neb CSI: 0.149 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 `t 10 (0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE I VIEW Vec 17-02.01A.1114 21 B - C 569 -2038 E - F 577 - 1864 C - D 516 -1799 F - G 515 - 1799 Lumber D - E 577 - 1864 G - H 569 - 2038 Top chord 20 SP 42 Dense Sot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, Wind B - L 1772 -420 K - J 1566 - 333 Wind loads based on MWFRS with additional C&C L - K 1566 -309 J - H 1772 -444 member design. i ryry s COA * 1 mot? 1Mit4N41k4T0_ 2 3 201 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 shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component fety Information. by TPI and SBCA) Poor safety practices prior to performing these functions. Installers shall provide temporary bracing per B SI. Unless noted olhermse.top chord shall have properly attached structural sheathingq and bottom chord shall have a properly attachednidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsailedperSCSIsectionsB3. B7. or 9 i0. as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of IT`N BuildincqlComponents Group Inc shall not be responsible for any deviation from this draw ng.any failure to build the truss in conformance with ANSI TPI 1. or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . I. 3723 Riverport Drive listingthisdrawingindicatesacceptanceofpr ) ,essionaf engineering responsibility solely for the design shown. The suiCabihty quite 200 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Foy more mfortnaUc i see Uns ;ob s generNl notes page and these web sites .1LPiNE. w aipineitw cam. TPi. ww pnsr oro: 32CA.—sbon,,I-vy win. CC.—,cciMe rzi Maryland Heights, MO 6304 Z '! Job Number: 19644 Ply 1 SEQN 603170 t T16 + HIPS Cust RR408 JRef tW8Q4080007 7413 - B Qty i FROM CH DrwNo 054 18 1449 36530 Truss Label: A5 SN / OF 02/23/2018 1'1".15 7' 1.1,.'15 ._ _.. 5 10' 1 0 1'4" 4'2"8 4,2„ 8 Loading Criteria (psf) TOLL: 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 " Lumber 5X6 C 3X4 D 2T 8' 6X6 E 30, 7' 4X6(AIj W2X4 =7x8 =7X8 `a\4X10 6'9" 8 25'9"8 R i i 1_ 4'2" 8 1'4" 30 - Wind Criteria Snow Criteria tPq,Pf n PSF) I Defl/CSI Criteria I Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAB PP Deflection in loc Ltdefl L/# 1 Loc R / U Rw ! Rh -/ RL W Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.185 D 999 240 j L 1492 / 324 ! - 4.0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 ! 540 ! - 4.0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.050 H - Wind reactions based on MWFRS EXP B HORZ(TL): 0.093 H L Min Brg Width Req = 1.8 Mean Height: 21,49 ft Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = 3.6 TOOL: psf Bldg Code: FBC 2017 RE S Max TO CSI: 0.773 Bearings L & F are a rigid surface. 5. 2 5ABCDL: psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.715 Members not listed have forces !ess than r &C Dist a: 3.00 ft Re Factors Used: Yesp Max `Pleb CSI: 0,5.33 Maximum Top Chord Forces Per Ply (Ibs) s) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpr 0.18 Plate Type(s): Wind Duration: 1.60 A/AVE VIEW Ver: 1702.01A.1114,21 B -C 530 -2708 D -E 652 -3690 C: - n 5n'i-'tf142 F - F 964 - 5816 j Top chord 2x4 SP 41 Dense :T 1 2x4 SP #2 Dense: Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP 42 :B3 2x6 SP SS: Chords Tens.Comp_- Chords Tens. C_ o_mp._ Webs 2x4 SP #3 :W6 2x4 SP 42 Dense: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2367 -448 1 - H 3513 -649 Special Loads K - J 2268 -477 H - F 5158 - 840 J - 1 3636 - 740 Lumber Dur Fac.=1.25 I Plate Dur.Fac.=1.25) TO: From 56 pif at -1.33 to 56 pif at 25.73 TO: From 28 pif at 25.73 to 28 pif at 26.94 Maximum Web Forces Per Ply (Ibs) TO: From 56 pif at 26,94 to 56 pif at 31,33 Webs Tens.Comp. Webs JTens. Comp, BC: From 4 plf at -1.33 to 4 pif at 0.00 C - J 1023 - 114 I - E 579 -4 BC: From 20 pif at 0.00 to 20 pif at 25.73 BG F 10 if t 25 73 t 10 If I,26 94 J - D 234 - 787 E - H 2622 - 305 rom p a o p a BC: From 20 pif at 26.94 to 20 pif at 30.00 BC: From 4 plf at 30.00 to 4 pif at 31.33t utatiturr,rSC: 1813 lb Conc. Load at 25.73a } H .. BC: 309 Ib Conc. Load at 26.94 h, #4 Wind ' •,, ` Wind loads and reactions based on lvIN/FRS x:, R•` ' i. 703 t S AT 0 -, i/'•+:., 1.. 4. ram^ FA1rR1'i{Mf W 0_, _'3- 201.3 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, lnstailing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety information. byY TPI and SBCA) tbr safety practices onor to performing these functions Installers shall provide temporary bracing BCSI. Unless have sheathingq and bottom ^hard shall have apernotedotherwise.top chord shall properly attached structural properly attached ngid ceiling. Locations shown for permanent iateral restraint of webs shall have bracing insTailed per BCSI sections B3. 67, or 10. Apply face the JoinfDetails. noted Refer toasapplicable. plates to each of truss and position as shown above and on unless otherwise. drawings 160A-Z for standard plate positions. A LPI N E Alpine, a division of ITP! Build ingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss u1 conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , listing this drawing, indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sut ability 372g Riverport Drive1372 and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. 200 For xxe,nlo-awn see th's oils . enerai notes oa e and these nen sites. ALPINE - ai inedw.coin. TPi. www.t lost x-; SBCA. - s0 adustr .coin. iCC -cesale oa Maryland Heights, MO 6304 e Job Number: 19644 Ply i SEQN 603167 t T 10 l HIPS Cust: R R408 JRef PN804080007 1413 - B Qty I 1 FROM CH DrwNo 054 18 144935951 Truss Label: A5A ! SN / DF 02/23/2018 T 1'4,. I 7' 6' 6' 10"4 6'-0 4 17,101,13 4' 1 1" 7 23' _ 511,13 6X6 II 2X4 — 3X4 6X6 C D T2 E F 30' 5'1"3 6'2"15 11'1 i" 7 18'2"5 4'11"7 2Tl"12 6' 10-4 30' Loading Criteria (psf) Wind Criteria Snow Criteria !pg,Pr:n PSF; I DefUCS1 Criteria Maximum Reactions (Ibs) TOLL: 20,00 Wind Std: ASCE 7.10 Pg: NA Ct NA CAT. NA PP Deflection in loc Lldefl L/# ;Lac R U Rw (Rh / RL t VV TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.275 D 999 240 ' B 2811 / 678 / - 14.0 I BOLL: 0.00 Enclosure: Closed Lu: NA Cs; NA fERT(TL): 0743 D 700 240 G 2811 / 678 1- 4.0 BCDL: 10,00 Risk Category II Snow Duration: NA HORZ LL 0,069 1 Wind reactions based on MWFRS EXP: B HORZ(TL): 0.128 I B Min Brg Width Req = 3.3 Des Lc : 37.00 NCBCLL: 10.00 Mean Height: 21.49 ft I— Code / Misc Criteria Creep Factor: 2.0 G Min Br Width Re 3.38 Soffit: 2,00 TCDL: 42 psf Bldg Code: FBC 2017 RES Max T„ CSI: 0.793 Bearings B G are a Bid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to hr2 TPI Sid: 2014 Max BC CSI: 0.604 j 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: 0.745 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: not in 4.50 ft FTrRT:20(0)l10(0) Chords Tens.Comp, Chords Tens. Comp. GCpr 0,18 Plate Type(s): B - C 1337 -5610 E - F 1555 -6510 Wind Duration: 1.60 WAVE, HS VIEW Vec 17.02.01A.1114,21 F t337 5606 Lumber Top chord 2x4 SP #1 Dense :T2 2x6 SP 92: Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Duc.Fac.=1.25) TO: From 56 pif at -1.33 to 56 pif at 7,00 TO: From 28 pif at 7.00 to 28 pif at 23,00 TC: From 56 pif at 23.00 to 56 pif at 31,33 BC: From 4 pif at -1,33 to 4 pif at 0,00 BC: From 20 pif at 0,00 to 20 pif at 7,03 BC: From 10 pif at 7,03 to 10 pif at 22.97 BC: From 20 pif at 22.97 to 20 pif at 30.00 BC: From 4 pit at 30.00 to 4 pif at 31.33 TO: 384 lb Conc. Load at 7,03,22.97 TO: 169Ib Conc. Load at 9.06,11,06,13.06,15.00 16.94.18.94,20.94 BC: 478 Ib Conc. Load at 7.03.22.97 BC: 127 lb Conc. Load at 9.06,1 1.06.13.06,15.00 16,94,18,94,20,94 Wind Wind loads and reactions based on MWFRS. a a SAT J. QIX A ,4 CO A `1643 wenfe tar tM`4 02 23,201 Y C - D 1567 •0546 v D - E 1566 -6544 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - L 4962 - 1166 J -1 4931 -1167 L - K 4934 - 1168 1 - G 4958 - 1166 K - J 6566 - 1580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L- C 641 0 E- J 307 -676 C - K 1957 - 484 J - F 1936 - 474 D- K 303 -659 F- 1 626 0 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 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 (BuildingventSfetyInformation, byv TPI an 7 SBCA) t5r safety practices prior to performing these functions. Installers shall provide ternporaryoerBiSI.. Unless noted otherwise.top chord shall have properly attached structural sheathin, and bottom chord shall have a propperlydrigideeilin9LocationsshownforpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsections33. B7 or 810, icable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise- Refer to is 160A-Z for standard plate positions, a division of ITW Building Components Group Inc shall not oe responsible for any deviation from this drawin .any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . this drawing indicates acceptance of pro esswna,r engineering responsibility solely for the design shown. The suitabilitylieofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. nto.111['011 -ee h s too" le ter41 rotes )aqP and heSe' eD ' tes ALPINE w 310e tw ,om TPI - Irons[ orq. 38CA mra sbC n(iustry tom. 'ACC .wiw rccSaf ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304J Job Number: 19644 7413 - B Truss Label: B1 Loading Criteria i sf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL:1000 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " s•s"_a m 9' 10" 9'10" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category II EXP:B Mean Height: 22 95 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Lac- from endwall: not in 9-00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP 42 Dense Bot chord 2x4 SP 42 Dense Webs 2x4 SP 43 Hangers if Ties J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MW FRS with additional C&C member design. Ply 1 Qty 3 12't0" 6'4"12 4X.! D 25'9" SEQN: 603148 1 T29 / COMIN Gust R R408 JRef- 1'A804080007 FROM CH i DrwNo 05418144935827 SN l OF 02f23/2018 12 0"'5" I 15'id" Snow Criteria iPq,? f rn PSF, ! Defl/CSI Criteria Maximum Reactions (Ibs) Fig: NA Ct NA CAT: NAj PP Deflection m loc L/defl L(4 Loc R / U Rw / Rh / RL r' W Pf: NA Ce: NA VERT(LL): 0.064 H 999 2401 B 1099 / 126 / 555 1- / 147 14,0 Lu: NA Cs: NA : VERT(TL): 0.166 H 999 240 F 1013 / 107 1 497 / - Snow Duration: NA HC'iRZ(LL): 0.027 G Wind reactions based on MW FRS HORZ(TL): 0. 048 G B Min Brg Width Req = 1.5 Code f Misc Criteria Creep Factor 2.0 F Min Brig Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.386 Bearing B is a rigid surface. TPI Std: 2014 Max SC CSI: 0.748 Members not listed have forces less than 3754 Rep Factors Used: Yes Max Web CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20( 0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): ':.--_-- i, WAVE VIEW Vec 17.02.01A.1114.21 i B - C 408 - 1746 D - E 398 - 1485 0 - D 375 - 1476 E - F 430 - 1759 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - H 1504 - 308 G - F 1520 - 312 H -G 1041 - 144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. H - D 488 - 94 D - G 505 -104 d 1 fir' ! yr t4 AC SIAT 0 7 M1era+,,w o, 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 fabricatingq, handlingg shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byv TPI anEBCA} fc safety practices prior to performing these functions. Installers shall provide terri bracing oar SCSI. Unless noted atherwise.top chord shall have properly attached structural sheathingq and bottom Nord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing .nsialled per BCS i sections 33, B7 or C10. as applicable. Apply plater to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. refer to drawings 160A-Z for standard plate positions. Alpine, a division of IT'W BuildifaqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro ess}ona engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 13723 Riverton Drive Suite 200 Maryland Heights, MO 6304 Job Number: 19644 7413 - B Truss Label: B1A 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: 1.25 Spacing: 24.0 " 5'4 g`1 g•: Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:8 Mean Height: 22.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from andwall: not in 9.00 ft GCpr 0.18 Wind Duration: 1 60 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. Ply 1 Oty 1 4 12 4x43 25 T 7 15.10- SEON:603149 /T1 / SPEC CustRR408 JRef 1W804080007 FROM CH DrwNo 05418144936358 SN / DF 02/ 23/2018 19'2"12 o' r' 12 9' 10" 25' 8" Snow Criteria (Pg, Pf ,n PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Defection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.056 H 999 240 ; B 1054 / 126 / 554 /- / 147 / 4.0 Lu: NA Cs: NA VERT(TL): 0.154 H 999 240 i F 968 / 107 / 497 1- 4.0 Snow Duration: NA HORZ(LL): 0.024 G Wind reactions based on MWFRS HORZ(TL): 0. 045 G B Min Brg Width Reg = 1,5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = L5 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.743 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.172 Maximum Top Chord Forces Per Ply (Ibs) FTiRT:20(0) 110(0) Chords Tens.Comp. Chords Tens- Comp. Plate Type(s): WAVE VIEW Vee 17.02.01A.1114,21 B - C 407 - 1641 D - E 396 - 1377 C . D 375 - 1370 E - F 429 - 1651 i t 7+ 8 SiAT 0 :+ t e P i. R+. •. e S. COA 41/'• J1, r:1RfiSiMifi a 0_ 23. 2011 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -H 1412 - 308 G -F 1424 -310 H - G 967 - 143 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp, webs Tens. Camp. H - D 446 - 95 D - G 450 -103 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fYabi catinq, handlin , shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building tBCSI. Unless notedotherwisetopCtordshapeaeprtoperlyattachedstructuraliheathiripandbottomNordshallhavepproperlydceilinLocations shown for ermanent lateral restraint Of webs shall have bracin nsialled per BC I sections B3. B7 or 10, 1 q ple. Apply plates to each face of truss and position as shown above and on the Jon Details, unless noted otherwise- (defer to 50A-Ztor standard plate positions. vision of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawin .any failure to build the lformance with ANSIITPI 1 • or for handlin4, shippinq. installation and bracing of,trussesA seal on this drawing or cover pa e drawing indicates acceptance of pro7ess onaf engineering responsibility solely for the design shown. The swtability this Qiawin foranstructureistheresponsibilityoftheuildinDesignerperANSItTPI1Sec.2. ALPINE x_n m 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: 19644 7413 - B Truss Label: B2 T 0 n Loading Criteria (ps0 TCLL: 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 " Ply 1 I SEQN: 603150 / T18 ! HIPS i Cust RR408 JRef iVl804080007 Qty I j FROM: CH '.. DrvvNo: 054 18.1449.37326 SN t DF 02t23/2018 2'4'7 52"2 i1' i4'3" 197'12 263" 2.4..7 2'4"7 7'7'- Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 22.49 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist hi2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0,18 Wind Duration: 1_60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 4X w4X4 D E 25'8" 6'9"3 4'10"4 i 6'5"4 1141, i d'4"8 t9'2"72 Snow Criteria (Pg.Pf in PSF) r Defl/CSI Criteria 1 Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NX PP Deflection in loc Lrdefl L/# Loc R / U / Rw / Rh / RL f W Pf: NA Ce: NA VERT(LL): 0.246 C 999 240 A 975 l t07 1 510 1135 l 4.0 Lu: NA Cs: NA j VERT(TL): 0-676 C 655 240 G 1047 / 127 / 556 / - 1 4,0 Snow Duration: NA I HORZ(LL): 0.155 1 Wind reactions based on MWFRS HORZ(TL): 0.290 1 1 A Min Brg Width Reg = L5 Code 1 Misc Criteria Creep Factor 2.0 i G Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.783 Bearings A & G are a rigid surface. TPI Std: 2014 Max SC CSI: 0.730 Rep Factors Used: Yes Max Web CSI: 0,549 Members not listed have forces less than 375# 0) aT:2 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.0Chords omp- Tens, Comp. Pl: PlateType(s)(sl: WAVE VIEW Ver: 17.02.01A.1114.21 A - B 158 -425 D - E 439 - 1354 B - C 691 - 2639 E - F 448 - 1559 C - D 543 - 2022 F - G 437 - 1665 r, Nri#+t a et t ear tr err. r,r t 70; a 4 p a SIAT J a ; t c O.N r+ rarsaaee r+*•f` 02 211_01 s Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - M 2644 - 603 1 - G 1425 - 315 M - J 1314 - 233 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 332 -1066 J - E 473 - 107 M - D 698 -144 J -1 1442 -314 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 BCSI (Building ComponentSafetyInformation, by TPI and SBCA) h7 safety practices prior to performing these functions Installers shall provide ternporan[ bracing per SCSI. Unless noted otherNise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceiling. Locations shown for permanent lateral restraint or webs shall have bracingg installed per SCSI sections 83. 87. or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinci Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewdhANSI1. or for handlin jQ shippingg, installation and bracing of,trussesA seal on this drawing or cover pa e. listingthisdrawingindicatesacceptanceofprotessionafengineeringresponsibilitysolelyforthedesiggnshown. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI, 1 Sec.2. l more wonnation see this ou s general notes oacie an i -hese, , et) ' ies ALPINE r A4) nP tw "om TPI -e tp nst xrce 58CA , -bendy str, :0 i 'CC www C, s,f ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 In Job Number: 19644 7413 - B Truss Label: B3 T O T Ply I SEQN 603151 1 T2 I HIPS Cust RR408 JRef IW804080007 Uty I FROM CH Dr No 054 18.1449 35561 SN / DF 020312018 2*4"7 5.1'. 253" 2*4`7 2'3"9 3-11" T8" 3'6" 56" IX3 3X6 D E 25'8" L 4'3" 7 2 3'9"3 56" 2',V7 133" '14' 13" 12 2'0" 12 207' Loading Criteria tipiso Wind Criteria Snow Criteria (Pg.Pf in PSF) FDefl/CSI Criteria A Maximum Reactions (lbs) TCLL: 20,00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NAI PIP Deflection in loc L/defl L1# Loc R / U Rw / Ph I RL I IN TCDL: TOO Speed: 139 mph Pf: NA Ce: NA i VERT(LL): 0.254 C 999 240 A 975 / 109 /509 115 /4,0 BCLIL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(ITL): 0.697 C 635 240 G 1047 1 129 1555 - i 4.0 SCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.163 1 - - Wind reactions based on MWFR3 Des Ld: 3T00 EXP 6 HORZ(TL): 0,305 1 A Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 21,99 ft Code / Misc Criteria Creep Factor: 2.0 G Min Brig Width Reg = 1.5 TCDL: 4,2 psf Bldg Code: FBC 2017 RES 1! Max TC CSI: 0.782 Bearings A & G are a rigid surface. Soffit; 2.00 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to th TPI Std: 2014 Max BC CSI: 0,751 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: 0.555 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Chords Tens.Comp, Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 163 •-425 D - E 511 -1642. Wind Duration: 1,60 WAVE ViEw", 17,02.01 A1114,21 1 Lumber Top chord 2x4 SP 92 Dense T 1 2x6 SP SS, Sot chord 2x4 SIP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on rvIWFRS with additional C&C member design. Laterally brace BC above filler,@@ 24" D.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid -diaphragm exists at that point). 8 - C 691 -2566 E - F 526 - I a38 C - D 509 -1819 F-G 463 -1688 Maximum Bot Chord Forces Per Ply (Ills) Chords Tens.Comp, Chords Tens. cornp__ 3- 0 2557 -596 L - J 1568 -305 O- L 1591 -317 1 - G 1448 -344 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- 0 308 -1035 1 - E 502 -69 D- O 491 -59 J - 1 1458 -338 N 14703 z StAT 0 A ol- 2 2o I WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care to fabricating, 0gridling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentfetyInformation, b TPI and 3) CA) or safely practices prior to performing these functions. Installers shall provide temporary shallhaveaprogeSin, Unless herwtse,top have rop attached structural sheathirri and bottom My bracingpernoted0, chord shall properly gnihord attachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per I sections B3. B7 or I as applicable. Apply plates to each 'ace optruss and position as Shown above and on the Join Details. unless rioted othermse, keferto drawings ! 60A-Z for standard plate positions. ALRINE Alpine. a division of IT'4V Buildin4lComponents Group Inc. shall not be responsible for any deviation from this drawing,arty failure to build the 3s in conformance with ANSU PI 1. or for handlin shipping, installation and bracing of russesA seal on this drawing or cove trussfor despin The coverpa 1 13723 Rivemort Drive listing this Prawing, indicates acceptance of proilessiona, engineering responsibility solely the shown. 6 anduseothisrawingoranystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1ec.2. Suite 200 For more inforrmoon see !nis,ct)s -terierat notes page in(I Neu ites \LRINE — alp n iCN ro ¢ TPI — 'Q r st nrzr 36CA -bc i 1,,s(N ;oii ACC -Ccsafe jq Maryland Heights. MO 6304] Job Number: 19644 7413 - B Truss Label: B4 2'4"7 TV 9'8" 4X4 D T 2'4"7 73"9 2,4.— 7 -r--------- 9.8,. Ply 1 Qty 1 12'4" 14'5"1 2'8" 21"12 SEQN: 603152 / T8 / SPEC j Cust_ RR408 JRef: IW804080007 FROM CH DrwNo 054 18.1449 37686 SN ! DF 02/2312018 18'3" 47'4 4'3" 4'0"8 14'4" 18'4"3"3 T3" A ra' Loading Criteria (psf) !; Wind Criteria Snow Criteria (Pg.Pf In PSFI Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 j 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): 0.275 C 999 240 A 975 / 208 / 504 / - t 121 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,753 C 588 240 H 1047 / 240 / 549 ! - - 4,0 BCDL: 10.00 Risk Category: II Snow Duration: NA i HOR2(LL): 0.174 J i Wind reactions based on NIWFRS Des Ld 37.00 EXP: B Mean Height: 22.16 ft HORZ(TL): 0.326 J A Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,783 Bearings A & H are a rigid surface. i 9 9 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.760 Members not listed have forces less than 375# Spacing:24.0 " CSC Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.569 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft i FT/RT20(0)110(0) I Chords Tens.Comp. Chords Tens. Comp. GCpi:0,18 Plate Type(s): Wind Duration: 1,60 WAVE VIEW Ver: 17.02.01A.111421 A - B 185 -425 E - F 742 -2442 B - C 748 - 2607 F - G 736 - 2418 Lumber C - D 509 -1718 G - H 482 - t628 Top chord 2x4 SP #2 Dense 71 2x6 SP SS: 0 - E 515 -1669 Bot chord 2x4 SP #2 Dense Webs 20 SP #3 Wind Wind loads based on MWFRS with additional C8C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - N 2603 -627 J - H 1384 -343 N - K 2400 - 595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 369 - 1182 K - J 1360 -332 D - N 1252 - 348 K - G 1215 - 320 N - E 432 -1272 yptibtNt}{lpfttt r a L CO. rf AMiftlAtN 41R WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO .ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shiR ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent aafety Information, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary er BGSI. Unless noted othenvise.top have attached structural sheathing and bottom chord shall havechordshallproperly a properryiy d rig9id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3. B7 or B 10. cable. Apply plates to each face. of russ and position as shown above and on the Joint Details. unless noted otherwise. Refer to 1s 160A-Z for standard plate positions. ALPINE a division of IT`N BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling shippin, installation and bracing of-trussesA Seat on this drawing or cover page this drawing indicates acceptance of proiessiona, engineering responsibility solely for the design shown. The suiFabtlity a , 3723 Riverpon Drive se off this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. olomiatio i see rhos lobs gene_ratnotes gage and 'hes,,.eb ides_ ALPINE. „vww. alpineft.:om, TPI. ry tpinst Org_38_C_A _ .v_,vw,sbciodus-try , Nool 'CC. m iccsate.0rg Suite 200 Maryland Heights, MO 6304 Job Number: 19644 Ply I SEON 603168 1 T21 / SPEC Gust R R408 JRef i W804080007 7413 - B Oty. 1 i FROM: CH DrHNo: 054 18 1449 35421 Truss Label: B5 SN l OF 021212018 2'47 5'2"5 9'8" t4'4" t8'i" 208 25'8" XT, 27' 5' aax60 12 o60X6 <<-'` SE 3xF0 -4XG9 Vn B T t A Al2OH j K1112X4 =8X14 L_ -, 1110912 =- 7X10 2 113X4-4 (Al L 258" 2'4"7 2'4"5 4'5"4---_.- 4'8" 4'0"4 2'2" 51"12 1'4" 2'4"7" 52 12 9`8" 14'4" 18'4"a 20'6"a 25'8" Loading Criteria tpsn Wind Criteria Snow Criteria iPg Pf:n 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/# : Loc R / U -! Rw f Rh ( R_L 1 W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA ' VERT(LL): 0.545 N 555 240 i A 1185 / 268 ! 1- 14,0 BCLL: 0.00 Enclosure: Closed i Lu: NA Cs: NA VERT(TL): 1,486 N 297 240 ! H 1777 / 410 / - 4.0 BCDL: 10.00 i Risk Category II NA HORZSnowDuration: LL : 0.266 J Wind reactions based on MWFRS EXP: S Des Ld: 3700 HORZ TL 0.497 J A Min Br Width Re 1.79q = I Mean Height: 22.16 ft NCBCLL: 10.00 TCDL: 4,2 Code / Misc Criteria Creep Factor: 2.0 H Min Br Width Re 2_t9q = psf Soffit: 2.00 BCOL: 5.0 lost Bldg Code: FBC 20t 7 RES ;Max TC r SI: 0.885 Bearings A 8 H are a rigid surface. Load Duration: 1.25 { MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.862 Members not listed have forces less than 375# Spacing: 24.0 " C8G Dist a: 3.00 ft Rep Factors Used: Yes + Max Web CSI: 0.971 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft I FT,RT:20(0)/10(0) I Chords Tens.Comp, Chords Tens. Comp, GCpi: 0,18 Plate Type(s): _ ------ -__ Wind Duration: 1.60 WAVE, HS VIEW Ver" 17.02.01A.1114 21 = A-B 117 - 519 E - F 1431 -6422 r _.- - - - - ---- B - C 705 - 3091 F - G 766 - 3521 Lumber C - D 541 -2361 G - H 738 - 3333 Top chord 2x4 SP 42 Dense 71 2x6 SP SS: D - E 536 -2336 Bot chord 2x6 SP SS :B2 2x6 SP #2: Webs 2x4 SP #3 :W5, W6. W7 20 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. - Chords Tens. Comp a) Continuous lateral restraint equally spaced on B - P 3178 - 721 K - J 2%1 -636 member. P - 0 3126 - 703 J - H 2930 -635 O - L 6569 - 1467 Special Loads Lumber DUf.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 56 pit at 0,00 to 56 plf at 19.40 Webs Tens.Comp. Webs Tens. Comp. TC: From 28 pif at 19.40 to 28 plf at 20.67 TC: From 56 pif at 20,67 to 56 pit at 27.00 C - 0 257 - 1123 L - K 3395 - 741 BC: From 20 pif at 0,00 to 20 pif at 19,40 0 - 0 1- 322 F - K 31- 1 BC: From 10 pif at 19.40 to 10 pif at 20.64 BC: From 20 pif at 20,64 to 20 pif at 25.67 ht+rttasprtrr rr. 56O - E 1056 -4729 K - G F 2999 J G 817 -189 531 -23 BC: From 4 pif at 25.67 to 4 pif at 27.00s t i `rq - L - -684 - TC: 194 lb Conc. Load at 20.64 BC: 579 lb Cone. Load at 19.40 1`f1 ,, i¢ , 4;' ,!', 1 BC: 214 Ib Conic. Load at 20.64 Wind Wind loads and reactions based on MWFRS. 1 tif} Additional Notes s 1) 2x6x5-8-3 x SP SS Top chord scab centered P32-8-7 from left end. Attach to one face of chord with 0.128"x3". -;dil 6" A r 3) rows of min. nails oc. staggered 3" S1.rtrNrs Wti 02 ? 3,.'_011{ WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlingg, shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component aafety Information. byY TPI and SBCA} for safety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted a herwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a propgerly attached n9gld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing tns ailed per BCSI sections B3. B7 or E310- Details. Refer toasappiicable. Apply plates to each face of truss and position as shown above and on the Joint unless noted otherwise. drawings 160A-Z for standard plate positions. ALRINE Alpine, a division of ITW BuildinlqComponents Group Inc. shall not be responsible for any deviation from this drawing,atly failure to build the drawing wmv i an, truss in conformance with ANSI TPI 1, or for handlin shippfn9, installation and bracing of•trussesA eal on this or cover pa e . - listin this drawing,indicates of engineering responsibility sole) for the desi n shown. The suitability 1723 Riverport Drive acceptance pro esswnafanduseofthisawingforanystructureistheresponsibility of the building Designer peryANSUTPI t Sec.2. Suite 200 For more mfomation see this ,ob'S jeneml,,otespqe and These + eb sites. ALPINE. wvm alaneitw cony. TPI. ,wry t mstor : 38CA. - it) andus o cnm:.CC ". ,ware or. Maryland Heights, MO 6304, Job Number: 19644 Ply I SEON 603153 / T 14 1 CONIN Cust R R408 JRef 1 WBQ4080007 7413 - B Oty I FROM CH DrwNo 054 18 144935702 Truss Label: 66 SN I DF 02123/2018 2'4" 7 143" 16'2"4 19*4'* 2'4"7 2'3"9 47" 4'7'* Tl "12 19 2'4" 7 t 7'3`9 2'47 Loading Criteria (psfl Wind Criteria Snow Criteria iP9.Pf,n PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 139 mph Pf NA Ce: NA BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10,00 1 Risk Category: 11 Show Duration, NA 0- - -- — EXP: B Des Ld:3 7 0 Mean Height: 22.49 N NCBCLL. 10.00 TCDL, 4,2 lost Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 1 MWFRS Parallel Dist- 0 to h12 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft i FT;RT,20(0)/10(0) GCpr 0.18 Plate Type(s): Wind Duration: 1.60 NAVE Top chord 2x4 SP #2 Dense T1 2x6 SP 33, Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on WNFRS with additional C&C member design, 4X4D 13*4'* 47 1'l 1"4 31"12 14'3" 1674 191" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# toc R / U Rw Rh / RL / W VERT(LL): 0.176 C 999 2401 A 739 / 159 384 1104 /4.0 VERT(TL): 0.489 C 681 240 rG 723 / 159 /372 / - / - HORZ(LL): 0.125 H - Wind reactions based on MWFRS HORZ(TL): 0,237 H A Min Brg Width Reg = 1,5 Creep Factor: 2.0 G Min Brg Width Reg = - Max TC CSI: 0.565 Bearing A is a rigid surface, Max BC CSI: 0,693 Members not listed have forces less than 375# Max Web CSC 0481 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. VIEW Ver 17.02.01A.1 114.21 B - C 483 -1798 E - F 533 -2087 C - D 300 -1087 F-G 349 -1278 D-E 299 -1079 001" ' I04truful 03 SIAT 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Comp._ B - L 1801 -430 H-G 1107 -270 L - 1 1869 -418 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp, Webs Tens. Comp. C - L 307 -927 1 - H 1215 -297 0 - L 649 -132 1 - F 793 -180 L - E 295 -1000 H - F 170 -635 E -1 592 -135 33018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyinformation, by TPI anj'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracinuer BCSI. Unless noted otherwise.top chord shall have property attached structural sheathingand bottom chord shall have a properly attach riqid ceiling. Locations shown for tipermanent lateral restraint of wetas shall have bracing rialled per BCSI sections 5187 or 9 10, as applicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless rioted otherwise. Refer to drawings 160A-Z For standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance.Nith ANSJPI 1, or for handlingshippin?, installation and bracing of rrussesA seal on this drawing or cover page. listing this ?rawing, indicates acceptance of proessionat engineerinresponsibility solely for the design shown. The sui ablity anduseothishawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 ec. 2. F,- o,e,ofo-j(,on iee h,s;ODS lenelat `101es uIVIIeSe eb ,tes ALPINE -lri 'PI - 1pin st ,BCA WWw con .CC wWW roes Tt ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304" Job Number: 19644 7413 - B Truss Label: B7 Ply 1 SEQN: 603154 / T13 / COMN Cust RR408 JRef 1 W8Q4080007 Qty. 1 FROM: CH ( DrwNo: 054 18 1449 37498 SN / OF 02/23/2018 55"4 — 9'8" __ .... 13'10"12 5.5"4 a.2..t2 — 4.2..12 5• ••q Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pfin PSF) TCLL: 20.00 Wind Slid: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed j Lu: NA Cs: NA BCDL 10.00 Risk Category: II L Snow Duration: NA EXP:B Des Ld: 37.00 Mean Height: 22.16 ft_` v Code / Misc CriteriaNCBCLL: 10.00 Soffit: 2.00 TCDL: 4.2 psf gCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE v Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 19'4" 9.8.. Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# I_oc R / U / Rw / Rh / RL / W VERT(LL): 0.031 G 999 240 g 816 / 186 1434 / • / 115 / 4.0 VERT(TL): 0.084 G 999 240 I F 727 / 155 / 375 / - / - / - HORZ(LL): 0.014 G hind reactions based on MW FRS HORZ(TL): 0.026 G B Min Brg Width Req = 1.5 Creep Factor 2.0 1= Min Brg Width Req = - Max TC CSI: 0.310 Bearing B is a rigid surface. Max BC CSI: 0.839 embers not listed have forces less than 375# Members Web CSI: 0.209 Maximum Top Chord Forces Per Ply (Ibs) i Chords Tens.Comp. Chords Tens. Con VIEW Ver. 17.02.01A.1114.21 I B - C 586 - 1167 D - E 504 -894 C - D 480 - 892 E - F 617 -1177 yf`Fj±1•j0 { J rtr fA w,yi l tf __11x e •F4 f"§tea}•' ' ' 'r*' '} F` p 1 S *AT O Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S - G 995 - 455 G - F 1010 - 454 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - G 549 - 244 o, 23 2018 _ 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 SCSI (BuildingnentSfetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporaryper381. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro4edydiggidceilingLocationsshownforpermanentlateralrestraintofwebsshailhavebracinginstalledperSCSIsectionsB3. 87 or 10, icable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to fs 160A-Z for standard plate positions. a division of ITN Buildin0.0. Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of•trussesA seal on this drawing or cover page , this drawingg indicates acceptance of pr ) ,essionaff engineering responsibility solely for the desi n shown. The s.3bility to of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 13723 Riverport Drive Suite 200 Maryland Heights. MO 63041 Job Number: 19644 7413-B Truss Label: B8 Loading Criteria i'pst) TCLL: 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 " Lumber Plyy. I i SEQN: 603155 / T15 t GABL 1 Cust RR408 JRef IW804080007 Qty I 'FROM CH DrwNo 054.18.1449 37608 SN / DF 02/23/2013 91-3 --------- ----- T----"'i'r- 2' -- TYP) =4XdP 1.4.. Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:6 Mean Height: 22.16 It TCDL 42 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 ft Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Top chord 2x4 SP 92 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP 93 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ Snow Criteria (Pg.Pf rn PSF) Pq:NA Ct NA CAT.NF 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:20(0)/10(0) Plate Type(s): WAVE 19`4'• 19'4" Defl/CSI Criteria PP Deflection in loc L/defl Ll# VERT(LL): 0.001 L 999 240 VERT(TL): 0,004 L 999 240 HORZ(LL): 0.001 L - - HORZ(TL)_ 0.002 L Creep Factor 2.0 Max TC CSI: 0.160 Max BC CSI: 0,077 Max Web CSI: 0.050 VIEW Ver 17,02.01A.111421 y tt4aietuep{rite. . 1$ yy`'r• F lJ y e 1 COA 02 -11, 201 s Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL 1W B' 73 / 17 / 36 1- / 7 1 228 J 237 / 52 / 144 /- l - 14.0 Wind reactions based on tviWFRS 8 Min Brg Width Reg = - J Min Big Width Reg = 1.5 Bearings B 3 J are 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 m fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component 5 fety Information, byv TPI anc7 SBCA) rar safety practices prior to performing these functions. Installers shall prov,de temporarybracingperBinUnlessnotedotherwise.top Chord shall have properly attached structural sheathing and bottom Chord shall have a propper y attached rig9id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing9 installed per BCSI sections 63, 67 or 310. as applicable Apply plates to each face oftrussand position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildirAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handfin j shipping, installation and bracing of,trussesA seal on this drawing or cover pa e listingthisdrawing, indicates acceptance of pro tessionat engineering responsibility solely for the design shown. The suitability anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Fnr more otoenat,o i 'ee'h s ob s qe peal Voles cage and mesa —b i tes AIi?INE. e+row alpmertw c:( 7P: wvw.t ,,,sl om: SBCA.—sbandi 4Uy coin ICE.. — iccsat ALPINE l , Rv S.ttWm 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304', Job Number: 19644 7413 - B Truss Label: E.13 Loading Criteria rpsf) TCLL: 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 " 4 L IL -- 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:8 Mean Height: 20.49 it 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 G`fflr.I Wind loads based on MWFRS with additional C&C member design. Snow Criteria !Pg,Pf in PSF) Pg: NA Ct NA CAT: NA 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:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEQN: 603156 / T41 / EJAC Cust RR408 JRef IW8Q4080007 Qty. 2 j FROM: CH DrwNo 054 18 1449 35703 SN / DF 02/2312018 C 3' 3' Oefl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT( TL): NA HORZ( LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0. 225 Max BC CSI: 0. 068 Max Web CSI: 0. 000 VIEW Vec 17.02. 01A.1114.21 t .•er1rr 8 AT 0 4+' y V.Sol Maximum Reactions (Ibs) Loc R I /Rw / Rh /RL lW B 222 /43 /141 !- / 60 /4.0 D 50 /- /36 /- /1. 5 C 59 /27 120 l- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 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# 02 23 2018 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 SCSI (Building Went Safety Information, byY TPI and SBCA) far safety pracbces pr or to performing these functions Installers shall provide temporary De BCSL, Unless notedotherwise,top chord shall have properly attached structural sheath,nq and bottom chord shall have a propperly d ngqid ceihnq. LocationsshownforpermanentlateralrestrantofwebsshallhavebracinqinstalledperSCSIsections83. 67. or Refer cable. Apply platestoeachface. of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to 3s 160A-Z for standard plate positrons. a division of ITN a ildinclComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI1, or For handbnq shippul , installation and bracing of,trussesA seal on this drawing or cover page this drawingg indicates acceP ance of prolesswna engineering responstbihty solely for the desig n shown. The suiFabAtry e of this aia.mg for any structure is fhe responstbiltty of the building Designer per ANSIITPI t Sec.2. ALPINE coaiwar I3723 Riverport Drive Suite 200 Maryland Heights. MO 6304; Job Number: 19644 7413-B Truss Label: EJ5 Loading Criteria 1psfl TCLL: 20.00 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 " 4i,3f_. 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: ll EXP:B Mean Height: 21.33 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to ht2 C&C Dist a: 3,00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bat chord 2x4 SP t#2 Dense Wind Hind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSFj Pg: NA Ct NA CAT. Nf 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 FTfRT 20(0)l10(0) Plate Type(s): WAVE Ply 1 SEON 603157 / T17 1 EJAC Cust. RR408 JRef_ I NK)4080007 City 1 FROM CH DrwNo 054 18 1449 36045 SN I DF 02i23/2018 B 5' 5' Defl/CSI Criteria 1 Maximum Reactions (Ibs) PP Deflection in loc L/ded L/tl j Loc R _l U Rw t Rh ! RL r W VERT(LL): NA A 195 / 18 / 113 f - 172 14.0 VERT(TL): NA t--o 91 / - / 62 ! - / - / 1.5 HORZ(LL): 0,005 C B 123 / 57 / 51 1- 1- / 1.5 HORZ(TL): 0.010 C Wind reactions based on MWFRS Creep Factor: 2.0 i, A Min Brg Width Reg = 1.5 Max TC CSI: 0299 Min Brg Width Reg = - Max BC CSI: 0.234 B Min Brg Width Reg = - Max Web CSI: 0A00 Bearing A is a rigid surface. VIEW Ver: 17.02.01A.1114.21 0''_3 201X Members not listed have forces less than 375t# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrfcatiq handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI IBuildingComponentaafetyInformation. byY TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing Per BGSI. Unless noted a herwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperty attached rigid ceilinct. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 33. B7 or B 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details.. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine.. a division of ITW BuildindciComponents Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build thetrussinconformancewithANSIITPI1, or for handling, shippmq, installation and bracing of,trussesA seal on this dr-lwing or cover page, listing this drawingg indicates acceptance of pro)essiona engineering responsibility solely for the design shown. The suit3bdity and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more :ntoanatiOn see flits ot) s'ie'Ieral notes aa(1e Intl these ''et) Saes. ALPINE M llixneltW.:Orl1_ 'P.. rvWr lost. Jr , 38CA vylMi+ itno Iuslr „Gilt-'Q7 w resat ALPINE 7:vYury 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304, Job Number: 19644 7413 • B Truss Label: EJ5A Loading Criteria irpsfl TOLL: 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 " Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category 11 EXP:B Mean Height: 21.33 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bet chord 2x6 SP SS Special Loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 pit at 0.00 to 56 plf at 5.00 BC: From 10 plf at 0.00 to 10 pif at 5.00 BC: 727 !b Conc. Load at 1_06 BC: 723 lb Conc. Load at 3.06 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Snow Criteria ±Pg,Pf In PSFj Pg:NA CtNA CAT:N/ 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 FT1RT.20(0 )/ l 0(0 ) Plate Type(s): WAVE Ply I SEQN 603162 t T12 /EJAC Gust RR408 JRef IW8Q4080007 Qty: I FROM: CH !. DrNNo. 054.18. 1449.35687 SN / OF 02123/2018 Defl/CSI Criteria i Maximum Reactions (Ibs) PP Deflection in loc L/defl Lift Loc R / U / Rw / Rh / RL 1 W VERT(LL): NA A 1048 / 245 / - / - / - / 4.0 VERT(TL): NA C 579 / 118 / - / - / - / - HORZ(LL): 0.017 C B 152 / 59 1- 1- / - / 1.5 HORZ(TL): 0.031 C Wind reactions based on M`AlFRS Creep Factor: 2.0 A Min Brg Width Reg = 1.5 Max TC CSI: 0, 582 I C Min Brg Width Req = - Max BC CSI: 0. 667 B Mtn Brg Width Reg = - i Bearing A is a rigid surface. Max Web CSI: 0.000 VIEW Ver: 17.02. 01A.1114.21 1 ** i t i. 703 ! tl SAT Q , t f+ t•y . CO; AY Members not listed have forces less than 375# 02,23 2018 WARNING— READ READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatind, handling. shipping, installing and bracing. Refer to and follow the latest edition of BCSI +Building Component fety Information. byTPIandSBCA) tbf safety practices prior to performing these functions. Installers shall provide temporary bracing per din _Unlessnotedothetwise.top chord shall have property attached structural sheathing and bottom hord shall have a pro4erly attached nw9d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or Es10, as apphcab e- ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Peter to drawings 16OA-Z for standard plate positions. Alpine, a division of IT'A/ Buildingq Components Group !nc. shall not be responsible for any deviation from this drawin .any failure to build the truss in conformance withANSI/ PI 1, or for handlin shipping, installation and bracing of,trussesA Seat on this drawing or cover pa e listing this drawing, indicatesacceptanceofproessionafengineeringresponsibilitysolelyforthedesignshown. The s..Pabthty and use of thisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, NIO 6304: Job Number: 19644 7413 - B Truss Label: EJ7 Ply I SEQN 603158 / T37 I EJAC CUSL RR408 JRef IW804080007 Oty 9 FROM CH DrwNo 054 18 1449 37420 SN I DF 02/2312018 C 11 V 12 T, D VA I A I I 1'4" 7' 7' Loading Criteria fpsit i Wind Criteria Snow Criteria iP9.Pf,n PSF) i Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA CL NA CAT: NAI PP Deflection in loc L/defl L/# Loc R- 1 U 1Rw /Rh IRL I W TCOL: 7,00 Speed: 139 mph Pf NA Ce: NA VERT(LL): NA B 360 t 58 /220 /- 1121 4.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 1 - /84 1- 1 5 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL) 0013 D C 169 / 78 i68 !- 1- 1 1 5 Des Ld37,00 EXP. B HORZJL)p 0.023 0 Wind reactions based on fv1WFRS NCBCLL: 10,00 Mean Height: 21,49 If Code / Misc Criteria Creep Factor: 2.0 8 Min Brg Width Req = 1,5 Soffit: 2.00 TCDL: 4.2 psf Bldg -ode: FBC 2017 RES Max TC CSI: 0,598 D Min Brg Width Req = - Load Duration, 1,25 BCOL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0,456 C Min Brig Width Req = - Bearing B is a rigid surface Spacing: 24,0 C& C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not to 4.50 ft f FT,,RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 NAVE VIEW Ver: 17.02,01A.1114.21 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP 42 Dense Wind Wind loads based on MWFRS with additional 1-&C member design. 0_ 2 " 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, h ig. Refer to and follow the latest edition of BCSI (Building and shipping. installing and bracir Component S fety Information, lb TPIsafety practices onor to performing these functions. Installers shall provide temporary bracinq per 38SI. Unless noted o herwise.topchord snail have property attached structural sheathingand bottom chord shall have a oro erly attached rigid ceiling. Locations shown forpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSlsectionsB387or910asapplicable. Apply plates to eachfaceoirussandpositionasshownaboveandontheJoinDetails. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW Buildjn Comoonents Group Inc. shall not be responsible for any deviation from this drawinq,apy failure to build the truss in conformance with ANSI PI 1. or for handlin shipping, installation and bracing of frussesA seal on this drawing or cove' listing this drawing, indicates acceptance of pro) essiona engmeennresponsibility solely for the cle n shown. The spa.fflbifity and use of this rawing forany structure IS the responsibility of the Building Designer per ANSI/TPI 1spec.2. For more ice INS 9bi general notes page and these 'et—te, ALPINE Hww,ilpineitwt.oin TPC w tpifist,'),q,313CA www sbandustrywm ICC —c--,af ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: 19644 7413 - B Truss Label: EJ7A Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL 0,00 BCDL: 10,00 Des Ld 3700 NCBCLL. 10,00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " 8 3X6(A 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 21.13 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: not in 4.50 ft GCpt: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=125) TC: From 56 plf at 0.00 to 56 plf at 7,00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 1013 lb Conc. Load at 1.71 3,73, 5.73 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Ply 1 SEON 603163 ! T4 ! HIPM Cust RR408 JRef 1W8Q4080007 Oty 1 i FROM CH DrwNo 054 18.1449 35531 SN / DF 02/23/2018 4,2„8 7' 4,2„8 2'9"B 7' 4'0"l 2 4'0"12 6X6 112X4 B C 2'11 "4 7' Snow Criteria (Pg.Pf in PSF) ; QeflICS1 Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# PE NA Ce: NA 1 VERT(LL): 0,023 E 999 240 Lu:NA Cs: NA VERT(TL): 0,060 E 999 240 Snow Duration: NA HORZ(LL): 0.009 E - - HORZ(TL): 0.017 E Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.453 TPI Std: 2014 Max BC CSI: 0.625 Rep Factors Used: Yes relax Web CSI: 0.790 FT/RT:20(0)/10(0) j Plate Type(s):-----------._--.----...._.._ WAVE VIEW Ver. 17.02.01A.1114.21 LJ t t 703 ' 1 Sr T J V g j/ t jryy Y CO T lfby71'1 r"'yS Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL ! W A 1684 1230 / - / 4.0 D 1813 l 241 Wind reactions based on MWFRS A Min Big Width Reg = 2.0 D Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 291 -2173 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - E 1916 - 242 E - D 1770 - 227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E - B 2073 -209 B - D 280 -2191 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 BCSI (BuildingComponentaafetyInformation, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBt;SI.. Unless noted 0 herwise.top chord shall have property attached structural sheathing and bottom hord shall have a properly attachd rigid ceilm9 Locations shown for permanent lateral restraint of webs shall have bracing mslalled per BC I sections B3. BZ or B 10, as appitcabi Appfy plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 16, A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the truss in conformance with ANSI l PI 1, or for handhn shipping. installation and bracing of,trussesA seal on this drawing or cover pa e I isting this drawm9 indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit9ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI i Sec.2 For snore info oration 'ee 91s `oh s'lenerii rotes gage it d th use et) ' tes ALPINE www 3iot e tw: onr rP( www ipu,si )rtr >BCA. sCC. www.iccsali ALPINE 13723 Riverport Drive Suite 200 Maryland Heights. MO 63041 Job Number: 19644 7413 - 6 Truss Label: EJ7S 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: 1.25 Spacing: 24.0 " L. 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: ll EXP: B Mean Height: 20.49 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to ht2 CSC Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Special Loads Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 pit at -1.33 to 56 plf at 3.00 TC: From 28 pif at 3.00 to 28 pit at 7.00 BC: From 4 pit at -1.33 to 4 pit at 0.00 BC: From 20 pif at 0-00 to 20 plf at 3.03 BC: From 10 pit at 3.03 to 10 pit at 7.00 TC: 90 lb Conc. Load at 3.03 TC: 59 Ib Conc. Load at 5.06 BC: 119 lb Conc. Load at 3.03 BC: 50 Ib Conc. Load at 5,06 Wind Wind loads and reactions based on MW FRS- Ply I SEQN 603169 I T6 1 HIPM Cust RR408 JRef 1W8Q4080007 Qty 1 FROM CH DrwNo 05418 1449 37640 SN 1 DF 0212312018 3' 7' 34 4X6 1i 2X4 C D F -) 3' 1 " 12 3' 10"4 3'1" 12 7' Snow Criteria ( Pg.Pf In PSF) Defl/CSI Criteria i Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# j Loc R U Rw l Rh 1 RL / W Pf NA Ce: NA VERT(LL): 0-007 F 999 240 i B 468 / 114 1- / 4-0 Lu: NA Cs: NA j VERT(TL): 0.019 F 999 240 E 309 161 / - / 1.5 Snow Duration: NA HORZ(LL): 0.002 E - - Wind reactions based on MWFRS HORZ(TL): 0.004 E B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = - Bldg Code: FBC 2017 RES' Max TC CSI: 0.265 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.237 Rep Factors Used: Yes Max Web CSI: 0.164 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTRT:20( 0)/10(0) Chords Tens.Comp. Plate Type( s): WAVE VIEW Ver: 17.02.OtA.1114.21 B -C 105 -551 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens, Comp. B - F 456- - 78 F - E 473 - 75 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. C - E 77 - 495 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin , handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building neat SfetyInformation. byY TPI and SBCA) tb sarPety practices prior to performing these functions. Installers shall provide temporary oer BeSI. Unless noted otherwise,tbp chord shall have properly attached structural sheathing and `bottom chord shall have a propperly d rigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 910. icable. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Is 160A- Z for standard plate positions. a division of ITW Buildingqr'omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/T91 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover page. this drawing, indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The sw£abthty a ofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI / Sec.2. n. ,... .,.,.. rna ,--.--_ - IPII.IF --aln na-inn, 'API -IM-- ;BCA-.hCc-,CCS,,f ALPINE 13723 Riverport Drive Suite 200 Maryland Heights. CIO 63042 Job Number: 19644 7413-B Truss Label: CJi Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Lid: 37 00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4"3 ill Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 19.99 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to ht2 C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP u2 Dense Bot Chord 2x4 SP 42 Dense Wind Wind loads based on MWFRS with additional C&C member design. 12 6 Ply: i SEQN: 603159 / T43 / JACK Cusr RR408 JRef: IW8Q4080007 Qly: 8 FROM: CH ! DrwNo. 054 18 144935937 SN / DF 02/2312018 V - -/ 1 r4rr-------------! --- 1' 1' Snow Criteria tP9Af in PSF} j Defl/CSI Criteria Pg: NA Ct NA CAT: NAI PP Deflection in loc Udefl L/p Maximum Reactions (Ibs) Loc R / U ! Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): NA B 201 54 137 / - 32 14,0 Lu: NA Cs: NA VERT(TL): NA D 9 / 10 15 (- 1 5 Snow Duration: NA HORZ( LL): -0.000 D C -36 / 36 / 23 / - 1 5 HORZ(TL): 0.000 D Wind reactions based on MWFRS Code f Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.198 1 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.025 j G Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0,000 Bea rng B is a gid surface. FTtRT:20(0)(10( 0) j Members not listed have forces less than 3759 Plate Type(s): WAVE VIEW Ver. 17, 02.01A.111421 t PP Lr M` i\ 4..!• V ems F s \ t3 U8 S TAT r.t PPP IDS/ 0 i% Ak. ` CN COA =#QswltMMiWi WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinct, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryv bracing per B SI. Unless noted otherwise, top chord shall have properly attached structural sheathmqq and bottom hord shall have a pro Pr attached r id ceilin . Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BC I sections 33. 87 or B 10. as applicable. Apply plates to each face oftrussand 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 Buildindc1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or for handlino_ shipping, installation and bracing uftrussesA seal on this drawing or cover paqe listing this drawing, indicates acceptance of pro7essronaB r engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. AL NE 13723 Riverport Drive Suite 200Maryland Heights, MO 6304 Job Number: 19644 7413 - E Truss Label: CJ3 4'3 1- Loading Criteria (psf) Wind Criteria Snow Criteria tPg,Pf in PSF) TCLL: 20,00 Wind Std: ASCE 7.10 Pg: NA Ct NA CAT: N/ TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP:B Des Ld: 37.00 Mean Height: 20,49 ft m_ - Code I Misc CriteriaNCBCLL: 10.00 TCDL: ps -2 f4. Bldg Code: FBC 2017 RESSoffit: 2.00 BCDL: psf Load Duration: 1-25 MWFRS Parallel Dist: 0 to h/2 1 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT1RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): Plind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 92 Dense Sot chord 2x4 SIP 42 Dense Wind Wind loads based on MW FRS with additional C&C member design. Ply 1 SEQN 603160 l T42 fJACK CustRR408 JRef: IWBQ4080007 Qty. 6 !... FROM. CH', OrwNo: 05418.1449.36108 SN / OF 02/230018 C 3' 3, Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc Lidefl Le'# Loc R U Rw ! Rh t RL W VERT(LL): NA i B 222 1 43 1 141 1 - / 60 4.0 VERT(TL): NA j 0 50 l - / 36 / - 1,5 HORZ(LL): 0.001 D C 59 27 120 l - 1.5 HORZ(TL): 0.001 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Erg Width Req = 1.5 Max TC CSI: 0,225 D Min Brg Width Req = - Max BC CSI: 0.068 C Min Brg Width Req = - Bearing B is a rigid surface. Max Web CSI 0.000 VIEW Ver 17,02-01A.1114.21 n((6s+s ntt' njN ttat« fff'Ay e9f x«* x.i ^fie' i f3 Z0 i SA.T J a C OA O : s#'"alit tlwtiuttiM t tl'_'3'_01 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW ING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shtpp ng installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information.. byY TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporar[ bracing per B SI. Unless noted 0 herwtse.top chord shall have properly attached structural sheathingcl and bottom hord shall have a pro ef yattachedrigidceiling. Locations shown for Permanent lateral restraint of webs shall have bracuiq installed per BN sections B3.. 87, or I0. as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, adivision of ITW $uildinqq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSI 1 or for handlmq shiplanq, installation and bracing of,trussesA eal on this dr wing or cover page . . listing this drawing, indicates acceptance of to essiona engineering responsibility solely for the de sl n shown. The sui bilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1See.2. Fir ra nf-1-1 n wee th t ,It, I neneral Dane and ,11es0 ,eb ift5. ALP NE. -- alpne.r—om. TPI. M,vw pin,( do 36CA Mvw. i00.1d.5try CO n `CC — Msat V12V:-b 1f 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: 19644 7413 - B Truss Label: CJ5 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: 1.25 Spacing: 24.0 " Ply 1 SEQN 603161 / T38 i JACK Cust, RR408 JRet I W8Q4080007 Qty. 4 :FROM : CH Drallo. 054 18 1449 37218 SN / DF 0212312018 C Yj 12 6 d u_b V B A D f -- 2X4(A1) L 51 5' Wind Criteria Wind Std: ASCE 7.10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 20.99 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to N2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4,50 ft GCpi: 0,18 Hind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria 'P9,Pf in PSF) Fig: NA Ct:NA CAT: Ni 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:20(0)110(0) Plate Type(s): WAVE Defl/CSI Criteria I Maximum Reactions (Ibs) PP Deflection in loc L/defl Li# I Loc R I U / Rw / Rh / RL / W VERT(LL): NA B 288 ! 49 1179 r - 190 / 4.0 VERT(TL): NA D 89 58 11.5 HORZ(LL): 0,004 D i C 116 / 53 145 / - 1,5 HORZ(TL): 0.007 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TO CSI: 0.264 D Min Brg Width Req = - Max SC CSI: 0,224 C Min Brg Width Req = - Max Web CSI: 0 000 Bearing B is a rigid surface. VIEW Ver; 17.02.01A.1 114 21 I&A000i111h r;r#tfr r Q8 t it SAT 0 . COA to '"Y 1Meakta lf+ui""t e 02: 23-2018 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation. byY TPt and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarvv bracing per BCSI. Unless noted othenvise.top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3. B7 or 310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise- Refer to drawings 160A-Z for standard plate positions. Alpine. a division of ]TIN Buildindc1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pt 1. or for hancilini shippinq, installation and bracing of.trussesA eat on this drawing or cover page listingthisdrawinggindicatesacceptanceofppro7essionAengineeringresponsibilitysolelyforthedesinshown. The suiCabfhry and use of this c4 awing for any structure is the responsibility of the Building Designer per ANSI(TPI 1ISTc.2. F,), ore see rhis o0 s general noes lave <tnd these web Aes: ALPINE. www.alpme.t ;.orn- TPI. www tpost_orn: SBCA. www sbandustry cram. 7C — ,coat ALPINE 13723 Riverport Drive Suite 200 Maryland Heights. MO 6304, Job Number: 19644 7413 - B Truss Label: HJ3 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: 1.25 Spacing: 24.0 " Ply i SEQN 603164 t T7 / HIP Cust RR408 JRef V/J8Q4080007 Qty. 1 FROM: CH '... DrNNo. 054.18. 1449.37046 SN J DF 02123i2018 C 12 T 4.24 B u A- A D 2X4(A1) 4,2"3 1'10°1 -. -- 4713 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 20,48 it TCDL: 4.2 psf BCDL: 5.0 lost MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwali: not in 4.50 ft GCpc 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. Snow Criteria tP9,Pf in pSF) 1 DefIfCSI Criteria 1 Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP DeFlection in loc Lldefl Li# Loc R U Rw t Rh ! RL 1 W PE NA Ce: NA ? VERT(LL): NA B 164 / 80 4.9 Lu: NA Cs: NA VERT(TL): NA D 69 5 1 - 1 - 1 - ` 1-5 Snow Duration: NA HORZ(LL): -0.001 D C 31 10 ! - 1.5 HORZ(TL) 0.003 D Wind reactions based on MWFRS Code 1 Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSi: 0.095 D Min Brg Width Req = - TPI Std: 2014 Max BC CSi: 0.137 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FTlRT:20(0)110(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 11 1{ttt¢1lnkyq rreh rrrF S IAT 0w v , 4t o2. 23 201 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, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, bVV TPI and SBCA) ,or safety practices prior to performing these functions. Installers shall provide tempera rrybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a properlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs snail nave bracing insTailed per BN sections B3. B7 or BB 10, as applicable. Apply Plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITN BuddindComponents Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the truss m conformance with ANSI ( PI 1, or for handlin j shipping, installation and bracing of_trussesA seal on this dr wing or cover pagge , listing this drawing, indicates acceptance of processional engineering responsibility solely for the design shown. The suifabildy, and use of this drawing tor any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I ALPINE Y n 13723 Riverport Onve Suite 200 Maryland Heights.. MO 63041 Job Number: 19644 Ply 1 SEON 603165 / T46 / HIP_ Cust RR408 JRef 1IN804080007 7413 - B Oty i FROM Chi DrwNo 054 18 1449 35266 Truss Label: HJ5 SN t dF 02t23/2018 13 Loading Criteria tpsf) TCLL: 20.00 TCDL: 7.00 SCLL: 0.00 BCDL: 10.00 Des Ld.— 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'101,10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP B Mean Height: 20.98 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 If GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 42 Dense But chord 2x4 SP #2 Dense Wind Wind loads and reactions based on MWFRS. Snow Criteria {Pq.Pf m PSF) i Defl/CSI Criteria Pg: NA Ct NA CAT NAj 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): 0.008 D HORZ(TL): 0.018 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.457 Rep Factors Used: Yes Max Web CSi: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.0IA. 1114,21 P H111 r 1 A t. 708 1 o' S tAT J CO; A 1 1'S VAI 02 _- 3--20(8 C Maximum Reactions (Ibs) Loc R / U 1 Rw / Rh / RL / W 8 238 l 104 / • / - 14.9 D 124 (2 l- /1.5 C 70 / 27 t 1 5 Wind reactions based on MWFRS B Min Brig Width Req = 1.5 D Min Brg Width Req = - C Min Brig Width Req = - Bearing 6 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, handling . shipping. installing and bracing. Refer to and follow the Latest edition of SCSI (Building ComponentSafetyInformation. byY TPI anr7 SBCA) tbt safety practices prior to performing these functions. Installers shall provide temporar bracingperBCSi. Unless noted 0, herwise,top chord shall have properly attached structural sheathing and `bottom chord shall have a proper y attachedn3ceilingLocationsshownforermanentlateralrestraintpfwebsshallhavebracing9insailedperBCSIsectionsB3. 87 or 10. asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails. unless noted otherwise, refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITN Buildin Compon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss inconformancewith .ANSI 1 Pt 1. or for handlin4, shipping, installation and bracing of,WssesA seal on this drawing or cover pa e . , listing thisdrawinggindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The Sul ability and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. or more : nfomation see this +ob's=leneral notes paUe 3n(I'hese'net) saes ALR NE. -Hww m TPI vvvnv i—, nrn QRCA w,u,., ,r,..... .r ,....r. PINE ALPINE 13723Rwerport Drive Suite 200 Maryland Heights, O10 6304 Job Number: 19644 7413 - B Truss Label: HJ7 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 37.00 NCBCLL 0,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " r— 1`101,10 Wind Criteria Wind Std: ASCE 7.10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP B Mean Height: 21.48 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 GCpr 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP 42 Dense Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Ply 1 SEQN 603166 1 Ti 1 / HIP_ Gust R R408 JRef 111804080007 Oty 2 !FROM CH DrwNo 054 18.14,19 37577 SN f DF 02!2312018 T 5 9'10"1 5'Y5 -- --- _-- 4'6"12 Snow Criteria (P(j,Pf in PSF) Pg: NA Ct NA CAT: N Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code t Misc Criteria Bldg Code: FBC 2017 RES TPt Sid: 2014 Rep Factors Used: No FT,RT20(0)/10(0) Plate Type(s): WAVE Aj 9,6„„ g,6— J Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.015 C 999 240 VERT(TL): 0,041 C 999 240 HORZ(LL): 0.006 F - HORZ(TL): 0.008 F Creep Factor 2.0 Max TC CSI: Q 534 Max BC CSI: 0.676 Max Web CSI: 0,290 VIEW Ver 17.02.01A.1114,21 e Ndttntlf Nil{fl! fF tJtt r Nv zt 1 ' f j 91c S T 0 0 -1018 r _i J- 9' 10"1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W B 398 / 97 14,21 E 352 / 8 / 1 5 D 215 l 108 / - 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1_5 E Min Brg Width Req = - D Min Brg Width Req = - Searing 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 210 - 570 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. 8 - F 533 - 184 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 199 - 579 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 BCSI (BuildingComponentSfetyInformation, byY TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporar bracingperBSI. Unless noted otherwise.top chord shall have properly attached structural sheathingc1 and bottom chord shall have a proper'1yattachedrigidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsailedperBCSIsections83. 67 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of IT'N Buitdindc1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the with trussinconformanceANSli PI 1. or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e . listing this drawingg indica(es acceptance of pro'fessionak engineering responsibility solely for the design shown. The sMability anduseofthisdrawingforanystructureistheresponsibilityofthewildingDesignerperANSI/TPI i Sec.2. For more ;nlonnation see this pb" general notes pm le end these web ides ALINE —alp neef ce n TPI — `p nst oro, SBCA — sboodustN war iCC—;ccsai A ,* Ali., NEI, 13723 Rtverpon Drive Suite 200 Maryland Heights, MO 6304: Job Number: 19644 7413 - B /7413 - B -David Weekley Homes Truss Label: FG1 2 Complete Trusses Required 1'11"3 3'8"11 5'6"2 7'5"10 111,3 1'9"7 1'97 V117 I12X4 =4X12 112X4 =4X6 112X4 A B C D E v L. Ply 2 SEQN: 603210 l T34 FLAT Cust R408 JRef IW8Q4080007 Oty 1 FROM CH DrwNo 054 18 1459 40000 KM / BAF 02123/2018 9'3" 1 11'0119 3X6 12X4 F G 12'10" 14'9"4 9,7 11 1 "3__ 6X8 112X4 H I 3X10 -0A1`+ Htn+ -nw =ani 4X10 9'4" 14'9"4 - - - --- --- - TY11 111"3 1117 3'S"3 3'3"11 3'8"11 5'714 77'6 11'0"9 14'4"4 5" 14'9"4 Loading Criteria {psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) ! Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 I Wind Std: NA Pg: NA Ct: NA CAT; NA PP Deflection in loc L/defl L/# _, Loc R U ; Rw 1 Rh l RL f W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA ( VERT(LL): 0.287 E 616 360 j O 3172 ! - ! - l - 173 BCLL: 0.00 i Enclosure: NA ! Lu: NA Cs: NA I VERT(TL): 0.503 E 448 240 P 4009 1 - 1 - / - 16.0 BCDL: 5.00 CategoryNA Snow Duration: NA HORZ(LL): 0.045 A - - ? O Min Brg Width Req = 1.9 Des Ld: 55.00 EXP: NA _ ._________ HORZ(TL): 0.063 A P Min Brg Width Req = 2A NCBCLL. 10.00 Mean Height: NA it Code / Misc Criteria Creep Factor 2.0 Bearings O & P are a rigid surface. TCDL_ NA psf Soffit: 2A0 BCDL: NA psf Bldg Code: FBC 2017 RES ,Max TC CSI: 0.907 Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.892 Members not listed have forces less than 3759 Spacing: 24.0 " C&C Dist a: NA If Rep =actors Used: Yes Max /eb CSI: 0.988 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) — -- I: NA GCpr NA ; Plate Type(s):---_____--- B - C 0 -4714 E - F 0 -6249 Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 C - D 0 -4714 F - G 0 - 5103 0 - E 0 - 6293 G - H 0 - 5103 Lumber Top chord 2x4 SP #1 Dense Maximum Sot Chord Forces Per Ply (Ibs) Batchord2x6SPSSWebs 20 SP 93 Chords Tens.Comp. Chords Tens. Comp. O- N 2886 0 L- K 6137 0 Nailnote N- M 6251 0 K- J 3480 0 Nail Schedule:0.128"x3", min. nails M - L 6293 0 Top Chord: 1 Row @ 2.75" o.c. Sot Chord: 1 Row @ 12.00" o.c. Webs : 1 Row @ 4" o.c. Maximum Web Forces Per Ply (Ibs) Use equal spacing between rows and stagger naiis Webs Tens Comp. Webs Tens. Comp, in each raw to avoid splitting. O -B 0 -3192 F -K 0 -1173 Special Loads B- N 2074 0 K- H 1841 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1-00) N - D 0 -1743 H - J 0 -3859 TC: From 50 plf at 0.13 to 50 plf at 14.77 µtnarttsl'a€rrr+ r BC: From 105 plf at 0.00 to 105 plf at 0.13 0A c BC: From 5 plf at 0.13 to 5 plf at 14.77 1 if f TC: 8031b Cone. Load at 1.77, 3.77, 5.77, 7.77 r e+'"""+. 9. 77,11.77,13.77 /-_1 TC: 743 Ito Cone, Load at 12.85 it Purlins ++ 7v The TC of this truss shall be braced with attached t spans at 24" oc in lieu of structural sheathing.. Additional Notes +:AT 0;+ Truss must be installed as shown with top chord up. s o2 23 201 `i 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 BCSI (Building Component a fety Information.. byY TPI and SBCAi for safety practices prior to performing these functions. Installers shall provide temporary bracingper B SI. Unless noted otherwise.top chord shall have property attached structural sheathing and bottom Nord shall have a propperly attachd ngld ceding. Locations shown for permanent lateral restraint of Nebs shall have bracing installed per BC I sections B3. 37, or 810. as applicable. Apply %fates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z For standard plate positions. Alpine. a division of ITIN BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the truss in conformance with ANSIITPI 1. or for handlinct shipping, uistallation and bracing gf,trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Or I isting this drawing indicates acceptance of Frolessionat engineering responsibility solely for the design shown. The suit"abtitty Suite i 50 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For. nore Nonnatio , see th,s,on s general noses page and .here rveb_ites: ALPINE TPt. w ! insro(_ SBCA. x sbar iustni eonr..CC „ww ccsafe )ig Orlando FL, 32837 Job Number: 19644 ..... Ply. 1 7413 - B Cry 3 Truss Label: FO1 10'6" 10'6" 6"10 SEQN 603190 1 T19 t SY42 Cust RR408 JRef UN8Q4080007 FROM CH DrwNo 054 18 144936796 SN / DF 0212312018 24' 0"10 13' 29' 10"B 5' 4"8 2' 6" ---{ TYP) 3„ 2' 6"12 - 2'6"12 - 2'6"12 - 2'6"12 --- 2'6"12 --+- 2'6"12 -^ 2'6"12 - 2'6"12 --+ l-- 2'6"12 1X3 = 3X8 3X4 -3X4 W=3X4 =4X8 =3X6 J K L M 3X4 - lX3 N O A B T C D E F GH lll__=``-=" ~ mot' r4 = ._. —` X INV U ---7 S R Q Z 1X3 Y 3X8 3X4 4X10 =W=3X4 =4X10 3X6 3X4 1X3 3X4 3X6 Loading Criteria fpsn Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 I Mean Height: NA ft NCBCLL: 10.00 TCDL NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1.00 MIWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA L NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense :T2 4x2 SP 91 Dense: Bot chord 4x2 SP 92 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.37". See detail DEFLCAM61014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging 29' 10"8 Snow Criteria iPg.Pf :n PSF; . Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA CC NA CAT: NAj PP Deflection in loc L/defl Lr# } Loc R I U / Rw ! Rh 1 RL / W Pf: NA Ce: NA VERT'LL): 0.333 X 671 360 Z 919 , _ / 7 3 Lu: NA Cs: NA VERT(TL): 0.645 X 476 240 j T 1982 1- / 5-5 Snow Duration: NA HORZ(LL): 0.045 B - Q 515 / 40 7.3 HORZ( TL): 0.063 B Z Min Brg Width Req = 1-5 Code / Misc Criteria Creep Factor: 2.0 T Alin Brg Width Req = t.5 Bldg Code: FBC 2017 RES j Max TC CSI: 0.785 O Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.963 Bearings Z. T. & Q are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.821 Members not listed have forces less than 3754 FTiRT: 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Teos.Comp. Chords Tens. Comp. - WAVE VIEW Ver: 17.02.01A.1114,21 B - C 0 -2675 H - 1 0 - 1847 C- D 0- 2675 I- J 1941 0 D- E 0- 2865 J- K 1941 0 E - F 0 - 2864 K - L 538 - 935 F - G 0 - 1847 L - M 527 - 948 G - H 0-1847 M-N 518 -945 Maximum Bot Chord Forces Per Ply (Ibs) Chord_ s Tens.Comp._Chords Tens. Comp. Z- Y 1621 0 T- S 374 -1136 Y- X 30% 0 S- R 948 -527 X- W 2864 0 R- Q 786 - 171 W - V 2857 0 p titrrrrtteprrorr,r Maximum Web Forces Per Ply (Ibs) recommendations. :, 4` Webs Tens.Comp. Webs Tens. Comp.. J Truss must be installed as shown with top chord up.r ,{y rl. Ao{ Z -B 0 -1801 I-T 0 -2267 s'' / 7 i ` ^ r,+' "Y ' B - Y 1165 0 T - K 0 -1489 r .' 11 ` • Y - D 0 - 459 K - S 995 0 I D- X 213 -536 S- L 0 - 375 v sF - V 1 0- 1170 1725 0 R- N N- Q IT7 - 385 190 - 873 S "+ AT J : ` 0 2 31 201 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinq, handlingq shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Componentadfetyinformation, bVV TPI and SBCA) , r safety practices prior to performing these :unctions. Installers shall provide temporary bracinDerBCSI. Unless noted otherwlse.top chord shall have properly attached structural sheathing and bottom shall have a properly attach d ngqid ceilin . Locations shown for permanent laterai restrdmt of webs shall have bracing mslailed per BN sections 63. 67 or 10- asappbcabie. Apply plates to each face, of truss 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 BuildindComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the trussinconformancewithANSUPI1, or for handlin shipping. installation and bracing of,trussesA seal on this drawing or cover page . Iistingthisdrawingindicatesacceptanceofproessionaiengineeringresponsibilitysolelyforthedesignshown. The suitabfl,ty anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more :00—atlon see Ihs coos leneoi rotes iiage ana !hese web files ALPINE. www dl 1eitw.Com. TPI www ! 1ns1. Jr 38CA. rrM.v. slTcmdustN ;oni. ;CC •M KXSs 1( ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights. MO 63042 Job Number: 19644 Ply 1 SEQN 603191 1 T23 f SY42 Cust RR408 JRef i W804080007 7413 - B Qty 7 FROM CH DrwNoa. 054 18 1449 35796 SN 1 OF 0212312018 Truss Label: F02 25'6"8 217 8 223" 10,6., T'8 10'6" 0"17 2 2'6" - -- 3„ (TYP) 2'6"12 --^r-- 2'6"12 ----- 2'6"72 - -- 2'6"12 ----- 2'6'12 —_ 2'6"72 -^-- 0"12 2'6'72 -^, 1X3 =3X8 =3X4 =W=3X4 =3X4 4X8 3X4 =3X4 =1X3 tvl A B C 0 E F G H J K L IX3 =3X10 =3X4 =4X10 -`N=3X4 --4X10 -1X3 xF = 3X4 18'11"4 66" 8 ----- 25'6"8-_.--- - - — - -- Loading Criteria (psfl I Wind Criteria i Snow Criteria !Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NAj PP Deflection in loc L/defl L/# Loc R / U Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA ! VERT(LL): 0.360 V 623 360 X 975 1- 1- / 7 2 3CLL: 0.00 Enclosure: NA Lu: NA Cs: NA i VERT(TL): 0.665 V 451 240 ' R 1677 I - / 8.0 BCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.046 B - O 293 / 115 l - 2.8 EXP: NA HORZ(TL): 0.064 B X Min Brg Width Req = 1.5 Des Ld 55.00 Mean Height: NA K R Min Br Width Req = 1.5 NCBCLL: 10.00 TCOL: NA psf Code f Misc Criteria Creep Factor: 2.0 0 Min Brg Width Req = 1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.835 BCDL: NA psf TPI Sid: 2014 Max BC CSI: 0.726 Bearings X. R, & O are a rigid surface. Load Duration: 1,00 MW FRS Parallel Dist: NA Spacing: 24.0 " Rep Factors Used: Yes Max Web CSI: 0.769 g: C&C Dist a: NA ft Members not listed have forces less than 375# Loc. from endwall: NA FTRT:12(0)(70(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpr NA Plate Type(s):-__.___r_ Chords Tens.Comp. Chords Tens. Comp, Wind Duration: NA WAVE VIEW Ver 17 02.01A.1 11421 B - C 0 -2907 G - H 0 - 2441 Lumber C- D 0 -2907 H- 1 0- 2431 Top chord 4x2 SP #2 Dense D - E 0 - 3339 1 - J 1186 0 Bot chord 4x2 SP 41 Dense :82 4x2 SP #2 Dense: E - F 0 -3339 J - K 1186 0 Webs 4x2 SP 93 F - G 0 -3340 K - L 444 -318 Plating Notes Maximum Sot Chord Forces Per Ply (ibs) All plates are 2X4 except as noted. Chords Tens.C_o_mp. _ Chords Tens. Comp. Deflection X- W 1736 0 S- R 1017 0 Max JT VERT DEFL: LL: 0.36" DL: 0,34". See detail W . V 3441 0 R - Q 315 -452 DEFLCAMB1014 for camber recommendations. V - U 3340 0 Q - P 318 -444 U- T 3334 0 P- O 320 - 438 Additional Notes T - S 1017 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. q Pt+antaprruarrrr Maximum Web Forces Per Ply (Ibs) xyr ' Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. a,,. a.., R y e 11, X B 0 -1929 T - 1 1616 0 A •• Y ,a ' 1 ; S - W 1294 0 1 - R 0 - 2203 t^^ W - D 0 - 590 R - K 0 -1063 1 °+ D - V 318 - 437 L - O 482 - 352 a G- T 0 -1086 x R o. 703 tl R 1a as+a 4 { 1 \ 02 23 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation, byv TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary oracinqper38SI . Unless noted 0 hermse.top chord shall have properly attached structural sheathing and bottom Nord shall have a grope y attachedn9idceiling. Locations shown for permanent lateral restraint of webs shall have bracing ,nstalled per BCSI sections 63, 87 or 810. asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of IT`iV Buildin components Group !nc shall not be responsible for any deviation from this drawirxt.any failure to build the ro truss in conformance with ANSIt l 91 1, or for handling, shipping, installation and bracing of VussesA seal on this drawing or cover page , , g723 Riverport Drive listing this drawing indicates acceptance of proFessronar engineering responsibility solely for the design shown. The suitability Suite Ri and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPl 1 Sec.2. For more mtomiation see this yob's ; eneral ;rotes gage and these web sites ALPINE. — al ule-tw.Gon1J TPI: — t ;nstor : 38CA. >vwwabantlustr eom.:C www iccsafeo Maryland Heights, MO 63043 Job Number: 19644 Ply: 1 7413 - B Oty. 2 Truss Label: F03 9'6" 9'6" 1'6"12 3" (TYP) - 2'6"12 - - 2'6"12 1X3 =3X010 =3X4 F 1 1' 1 "4. i'7"4- SEON 603192 / T3 / SY42 j Cust RR408 JRe( IW804080007 FROM CH DrwNo 054 13 1449 35906 SN i DF 0212312018 24'3" 13'i"12 1'0"4 1'6"12 3„ 2'6"12 2'6"12 -- -- -- 2'6"12 3X6 --'N=3X4 =4X10 -4X6 =1X3 F (1 H I J K L M lX3 =JAW =JA4 =JAI -=vn iv =vn IIJ —.A. 3X6 --W =H0312 Loading Criteria ;psf) TOLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL 10-00 Soffit: 2.00 toad Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP NA Mean Height: NA 0 TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpc NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense :T2 4x2 SP 41 Dense: But chord 4x2 SP 91 Dense Webs 4x2 SP #3 20'5" 24'3" T10" ---I Snow Criteria !P%Pf ,n PSF) ' Def11CSl Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA) PP Deflection in loc L/defl L/# I Loc R / U ! Rw 1 Rh ! RL W Pf: NA Ce: NA VERT(LL): 0.439 E 551 360 V 1002 ! • 7.3 Lu: NA Cs: NA j VERT(TL): 0,790 E 401 240 P 2109 3.5 Snow Duration: NA HORZ(LL): 0.056 B O 27 1626 ! - 3.5 1 HORZ(TL): 0,077 B V !Min Brg Width Req = 1.5 Code t Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.817 O Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.805 Bearings V. P, & O are a rigid surface. Rep Factors Used: Yes 1 Max Web CSI: 0.911 Members not listed have forces less than 375# FT1RT:12(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): __ _________— ..___-._ Chords Tens.Comp. Chords Tens. Comp. LL WAVE, HS VIEW Vec 17.02.01A-1114,211 -----.-_.....---- -- --' i -" B - C 0 - 3020 G - H 0 - 2038 C- D 0- 3020 H- I 0 -2038 D- E 0- 3589 I- J 0 •2038 E -F 0-3590 J -K 1910 0 F-G 0 -3576 K -L 1910 0 Plating Notes Maximum Bot Chord Farces Per Ply (Ibs) Ail plates are 2X4 except as noted. Chords Tens.Comp, Chords Tens. Comp. Deflection V- U 1789 0 S- R 3590 0 Max JT VERT DEFL. LL: 0,44" OL: 0.45". See detail U - T 3591 0 R - 0 3128 0 DEFLCAMB 1014 for camber recommendations. T - S 3591 0 P - O 0 -569 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 continuous strongback. See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging recommendations. tttrttttteM+rarrar,. r. r JJ V- B 0- 1988 G- 0 0- 1208 Negative reaction(s) of -6261t MAX. from a non -wind See Maximum A • * • t ~ ?`F< B - U U - D 136i 0 0 -631 0 - J J - P 1913 0 0 - 2447loadcaserequiresupliftconnection. 0Reactions.`,,i',+' t"' D-S 381 -283 774 0 P -L L O 1580 881 0 Truss must be installed as shown with top chord up...°• II P< R - G t ' 111 i CO,\ fitr+ a`4 14ktena eow'0 4i O'_ '_ 3 201 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! — IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrerne care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, bVv TPI and SBCA) $r safety practices prior to performing these functions. Installers shall provide ternporarV bractnu per BCSI_ Unless noted 3 herwise.too chord shall have property attached structural sheathingq and bottom ^hard shall have a properlyattachdadceiling. Locations shown for permanent iateral restraint of webs shall have bracing installed per BCSI sections 33, B7 or B 0, as appiicable. Appfy plates to each face, of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. Alpine, a division of ITW BuildindqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of-trussesA eat on this drawing or cover pa e . listin this drawingg indicakes accepIt :e of oressional en meenng responsibility solely for the des i9n shown. The suiCabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1Seo2. ALPINE 13723 Riverporl Drive Suite 200 Maryland Heights, MO 6304, Job Number: 19644 Ply I 7413 - B Qly 1 Truss Label: F03A T- T t- SEQN: 603193 1 T22 t SY42 Cust RR408 JRef IWBQ4080007 FROM C 1 DrwNo 054.18 1449.36545 SN / DF 0212312018 1'S"8 24'3" 1'5'B 22'9"8 1'3"4 1'3"4 1'4"l 2 1'4" TYP) 1 X34 W =3X4 L AO AN Hv lX3 -=3X4 .111X3 'It 1X3 IlX3 111X3 IllX3 II1X3 01X3 JlX3 V111X3 111X3 111X3 !111X3 it1X3 II1X3 II1X3 =3X4 II 1 X3 =-W=3X4 24'3" 3X4lX3 T T Loading Criteria (psf) Wind Criteria T Maximum Reactions Ibs , or *=PLFSnowCriteria (pg,Pf in PSFi Def1ICS1 Criteria i i loc Lldefl Li# Loc R I U Rw ( Rh / RL f W TCLL: 40,00 Wind Sid: NA Pig: NA Ct: NA CAT NAI PP Deflection in —/ TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 AO•109 / 291 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 T 999 240 ' AO Min Brg Width Req = - AO is BCDL 5.00 Category: NA i Snow Duration: NA HORZ(LL): 0.000 T - Bearing a rigid surface. EXP: NA Des Ld: 55,00 Mean Height: NA ft HORZ(TL): 0.000 T c Members not listed have forces Tess than 375# Code / Misc Criteria Creep . actor: 2.0NCBCLL: 10.00 TCDL: NA psf Bldg Code: FBC 2017 RES , Max TC CSC 0.105Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 (MWFRS Parallel Dist NA j TPI Std: 2014 1 Max BC CSI: 0.021 ' Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0,033 Loc, from endwalC NA FTIRT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE i VIEW Ver: 1702.01A.1114.21 Lumber Top chord 4x2 SP #2 Dense act chord 4x2 SP 92 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. 40Mtt(lttfltit too Ptd{r lfp " T^ "- i8 S 708S AT 02 21, 201111 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin t, handling, Component fety Information, byY TPI ana BCA1 tbf shipping installing and bracing. Refer to and follow the latest edition of BCSI {Building safetypracticespriortoperformingthesefunctionsInstallersshallprovidetemporaryabracingperBeSI . Unless noted otherwise.top chdrd shall have properly attached structural sheathlnq and bottom hor l shall hav a properly attachedradceding. Locations shown for ermanent lateral restraint of webs shall nave bracing ins ailed per BC I sections B3.. 7 or 10, notedotherwise.Refer to asapplicable. Appry plates to each face otptruss and position as shown above and on the Joint Details, unless ALPINE drawings160A-Z For standard plate positions. Alpine, a division of 1T`N Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the w a truss in conformance with ANSI TPI i. or for handling snippin , installation and bracing of-trussesA seal on this drawing or cover pa e _ 13723 Riverpon Drive solely for the desgr n shown. The suitability listingthisdrawinggindicatesacceptanceofplUsionafforistheengineering responsibility Suite 200 responsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. anduseofthisdrawinganystructureMaryland Heights, MO 63043 far rtmre nfo,matinn see ttns iob'S General notes page 3 iA !lieu 4 ilea AlP1NE Nww ilk oe lw 'om- TPP www tpinst orcr SSCA • 'bi"ndi5try tbnr ICC www Ccsafe orcl Job Number: 19644 Ply 1 1 SEON 603194 / T26 i SY42 Cost, RR408 JRe( I W8Q4080007 7413 - 8 Oty 5 FROM CH DiwNo 054 18 1449 35264 Truss Label: F04 SN I OF 02,12312018 916, 20'6"12 916" 1'6" 12' 9'6" 2'6" TYP) 2'6"12 2'6"12 1 X3 4X8 3X4 A R D E 2'6" 12 1'16" 12--- 2'6"12 3X4 --W=3X4 —.4X3 F G H I i 1X3 =-4,x I U )A4 IAI 4X6 --W=3X4 3" lX3 K 20'6"12 Loading Criteria (psf) Wind Criteria Snow Criteria 'Pg,Pl,n PSF) Defl/CSI Criteria A maximum Reactions (Ibs) CLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA, PP Deflection in loc Udefl Lig Loc R I U I Rw Rh I RL 1yV CDL: 10,00 Speed: NA mph Pf: NA Cei NA VERT(LL): 0.481 E 500 360 S 1117 1. 1- 7 3 BCLL: 0,00 Enclosure: NA VERT(TL): 0.842 E 364 240 M 1118 13,5 Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.060 8 S Min Brig Width Req = 1.5 EXP: NA M Min Brg'Width Req = 1.5 HORZ(TL): 0.083 B DesLd: 55.00 Mean Height: NAft Bearings S & IvI area rigid surface.CodetMiscCriteriaCreepFactor: 2.0 Soffit: 2.00 TCDL: NA psf Bldg Code: FBC 2017 RES . Max TC CSC0.617 SCDL: NA psf )776 Maximum Top Chord Forces Per Ply (Ibs) Members not listed have forces less than 375# Load Duration: 1,00 MWFRS Parallel Dist: NA TPI Std: 2014 VIaxBCCSl. C. Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSIi 0.777 Chords Tens.Comp. Chords Tens, Camp. Loc. from endwall: NA FTIRT.12(0)/10(0) I: NA GCpt: NA Plate Type(st: 8 - C 0 -3499 F-G 0 -4538 Wind Duration: NA WAVE VIEW Ver: 17.02.0 1 k 1114,21 C - D 0 -3499 G - H 0 -3498 D- E 0 -4538 H - 1 0 -3498 Lumber E- F 0 -4545 1- J 0 -3498 Top chord 4x2 SP 92 Dense Sot chord 4x2 SP N2 Dense .62 4x2 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens,Comp. Chords Tens. Comp. Plating Notes S- R 2024 0 P-O 4545 0 All plates are 2X4 except as noted. R-Q 2024 0 O-N 4322 0 Q - P 4323 0 N- M 2023 0 Deflection Max jT VERT DEFL: LL: 0.48" DL: 0.43". See detail Maximum Web Forces Per Ply (Ibs) DEFILCAMB 10 14 for camber recommendations. Webs- Tens, Comp. ---Webs ---Tens Comp.- Additional Notes S - B 0 -2248 O-G 610 -135 2x6 continuous strongback. See detail B - Q 1631 0 G - N 0 -912 STRBRIBR1014 for bracing and bridging Q-D 0 -910 N - J 1630 0 recommendations. O-P 609 -135 J - M 0 -2248 Truss must be installed as shown with top Chord aoi i zz* z SAT 0 0 2 2 3, 20 1 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fapricatin Refer to and follow the latest edition of BCSI (Building C 3, .handling shipping, installing and bracing. ComponentSafetyInformation. ta shall have a property 1 TPI an' SBCA) or sa etv practices prior to performing these functions, installers shall provide temporary racing erBCSI, Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom attacheifingid cediij,. Locations shown for permanent lateral restraint of webs shall have bracinp;ns ailed per BCal sections B3. 87 or 910. as applicable. Apply plates to each face otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine. a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping. installation and bracing of trussesA 5eal on this drawing or cover spa e 13723 Riverport Drive listing this drawin with acceptance of o) essional engineering responsibility solely for the despn shown. The ' Pability 'a anduseofthis &a"wingfor any structure is Ae responsibility of the guilding Designer per ANSI/TPI I ec.2. Suite 200 je' i 'h'i'ou' 1""'aj '0(cs race '3r"j 11'ese ',ieo ALPINE — TPI •—%),rist SBCA ro11 CC Hww a C-S,ifO )In Maryland Heights, MO 6304A Ply i SEQN: 603195 / T28 SY42 Cust R408 JRef iW8Q4080007 Job Number: 19644 Qty 7 FROM. CH DrwNo: 054 18 1459 42300 413 - B i7413 - B -David Weekley Homes KM t BAF 020312018 Truss Label: F05 10'6" 12'3"4 , 20'3"4 10'6" 1,9.,4 8' 3" 0"12 2'6" — - 2 -- 2'6,,12 2'6"12 = - 2'6" 12 - ' 2'6" 12 - - -- 2'6" 12 TYP) 112X4 1 X3 = 3X4 112X4 = 4X6 112X4 W=3X4 3X4 112X4 3X6 112X4 A B C D E F G H I J T TT 9.4.. ea 3X4 P K 1 X3 - 0 - w 3X6 it 2X4 = 3X8 3X6 W =3X4 i 5' -- -- — 20'3"4 LoadingCriteria i sf) Wind Criteria J P Snow Criteria (Pg,Pf;n PSF) DefI1CSI Criteria ( & Maximum Reactions (Ibs) in loc L/defl L/# 1Loc R /U /Rw /Rh IRL 1W TCLL: 40.00 Wind Std: NA i Pg: NA Ct: NA CAT: NAI, PP Deflection —.---.------ TCOL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,258 M 685 360; 0 273 164 1- 11 12.8 SCLL: 0,00 Enclosure: NA i Lu: NA Cs: NA VERT(TLy 0.504 F 502 240 1 O 1235 1- ! 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.021 K - - K 803 ! - EXP NA HORZ(TL): 0,029 K 0 Min Brg Width Reg = 1.5 Des Ldi 55.00 Mean Height: NA ft 0 Min Br Nidth Reg = 1.5 Code! Misc Criteria Creep Factor, 2.0 g ` NCBCLL. 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf K Min Brg Width Reg = BldgCade: FBC 2017 RES Max TC CSI: 0,366 Bearings 0 8 0 are a rigid surface. Load Duration: 1,00 mvvFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0,364 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max'Neb CSI: 0.528 Members not listed have forces less than 375# I Loc. from endwail: NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) 1: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: NA WAVE v VIEW Ver: 1 L02.01A.1114.21B C 554 23 F - G 0 -2152 Lumber C - D 554 -23 G - H 0 - 2152 Top chord 4x2 SP #2 Dense D - E 0 - 2095 H - 1 0 - 2152 Bot chord 4x2 SP 92 Dense 62 4x2 SP tit Dense: E - F 0 -2114 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp, Chords Tens. Comp. _ J) Hanger Support Required, by others 0- N 1110 JO M-L 2119 0 Deflection N- M 2114 0 L- K 1346 0 Max JT VERT DEFL. LL: 0.26" DL 0.31", See detail DEFLCAMB1014 for camber recommendations. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp_ Additional Notes B - 0 0 - 630 L - 1 891 0 2x6 continuous strongback. See detail 0-0 0 - 1605 1 - K 0 -1498 STRBRIBR1014 for bracing and bridging recommendations. nttcttFtsprtrRrr r D - N 1109 0 Truss must be installed as shown with top chord up, A `^ pi., StAT COA ill`*1y rNi4riAKl 02. 2, 2018 WARNING" READ AND'FOLLOW ALL NOTES ON THIS DRAWING! I " IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricarnq, handling, bVVTPISBCA) tar shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building safetypracticespriortoperformingthesefunctions. Installers shall provide tempora y ComponentafetyInformation, and bracing per BCSI_ Uniess noted otherwise.top chard shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigidce8inq. Locations shown for ermanent lateral restraint of webs shall have bracing instailed per BCSI sections B3. B7 or 610. faceWirussasshownaboveandontheJointDetails, unless noted otherwise. Refer to asapplicableApplyplatestoeachandpositionALPINE drawings160A-Z for standard plate positions. Alpine, a division of 7W Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the inconformanceNithANSI7PIi, or for handling shipping. installation and bracing gf.trussesA seal on this drawing or cover pa e 2400 Lake Orange Dr listing this drawing9 indicates acceptance of protessionaJ engineering responsibility solely for the design shown. The sui abrhty Suite 150 1Sec.2 Suite 15 1trussanduseofthisdawmgforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI FL. 32837 P,--.,. f,—,-- P m s yen s ieneral notes nape ind 'nese web sites. ASP uH Hww tin ne tw o `P www ya i t ircl 'BCA my 'Ui ndt Stry ro n- iC' _ S 3t e o Job Number: 19644 Ply 1 1 SEON 603196 1 T30 SY42 Gust R408 JRef IW804080007 DrwNo 054 18 1459 45813 7413 - 8 17413 - B -David Weekley Homes Qty I FROM CH KM BAF 02/23/2018 Truss Label: F05A 20'3"4 18'9"12 V2" 12 1'4 12 1,4" TYP) 3X4 3 X4 1 X3 L Q A V 1Z I L _L RA14 3 A AG S 4 Ii 1 X3 11 X3 3X41 i X, 41 3 11 IX3 111 X3 111 X3 111 X3 ff I X3 ill I X3 III I X3 V=3X4 2"12 4 J-- 4'8"8 ---- ------ I 20'3"4 15' Criteria T-Defl/CSlSnowCriteria (Pg,PI n PSF) Criteria A Maximum Reactions (lbs). or *=PLF Loading Criteria (pso Wind j Wind Std: NA Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl Li# Loc R U Rw f Rh RL 1 Al TCLL: 40,00 TcDL: 10,00 Speed: NA mph Pf: NA Ce: NA i VERT(LL): 0.000 Q 999 360 AH 55 12.8 BCLL: 0.00 Enclosure: NA1 Lu: NA Cs: NA VERT(TL): 0,001 Q 999 240: AH '99 1 - 5&5 BCDL: 5 00 1 Category: NA Snow Duration: NA HORZ(LL): -0.000 R - i AK. I 145 8,0 1 EXP: NA HORZ(TL): 0.000 R AD 06 Des Ld: 55,00 NCBCLL: 10,00 Mean Height: NA it Code I Misc Criteria Creep Factor- 2 0 i AH Min Brg Width Req = 1,5 Min Brg Width Req = - Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.106 1 /Arl I AK Min Brg Width Req = 1.5 Load Duration: 1,00 MWFRS Parallel Dist: NA TPI Slid 2014 Max BC CSI: 0,025 Pep Factors Used: Yes Max Web CSI: 0,034 i AD Min Brg Width Req = - AD Spacing: 24,0 C&C Dist a: NA ft Bearings AH, AH, AK are a Loc. from endwall: NA FT/RT:20(0)110(0) rigid surface, NA GCpi: NA1: Plate 7ype(s): WAVEWA'JE VI E11 V, r: 17 02 0 1 A. 1114,21 ~ Members not !fisted have forces less than 3759 WindDuration: NA Lumber Top chord 4x2 SP #2 Dense Sot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted, Additional Notes See detail STRBRIBRIO14 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. OAT 0A o2 212013 WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS US ire extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building CompanentfetyInformation, b TPI andISSCA) for sarety Practices prior to performing these functions. Installers shall provide temporary o S attached structural sheathingand bottom chord shall have a orogerly pracire( 38. Unless noted otherwise chord shall Properly installed BC31 sections 33 B7 or 10 Ifedperattachenidceiling. Locations shown for permanent taterai restraint o webs shall nave bracing ppicaeApplyhfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to asapplicableplatestoeachALPINE drawingsOA-Z r standard plate positions. forAlpine, a division of ITN Buildin components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the 111, or for handlin shipping, installallipr) and bracing of trussesA seal on this drawing or cover T indicatesacceptanceofroilessionalengineerinresponsibilitysolelyforthedesignshown. The truss in,onlormance with ANSI suitability listing this A 2400 Lake Orange Or Suite 150 rawin3, c 2. 0 thisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANEOrlandoFL, 32837 and use1_- -.._.-111_. 1 .11,11, — I-- t — -" -_ __ .and en saes. ALPINE ww _1011eim orri TPI a prist jrq. SECA w bC1 {di 6trY,0(1) ICC —v C'Sale-20 Job Number: 19644 Ply i SEAM 603197 / T36 t SY42 Cust RR408 JRef i`N8Q4080007 7413 - B Qty- 1 FROM CH DrWNO: 054.18. 1449.35265 Truss Label: F06 SN t DF 02123/2018 1'5"8 1' 5"8 ` 2" 1412 1'4" TYP) 19'2" 8 17' 9" 112X4 - W=3X4 3X4 U12X4 12X4 !I2X4 1112X4 112X4 !112X4 II2X4 QX4 112X4 li 2X4 112X4 112X4 112X4 = 3X4 A M Q AI AH At ==3X4 3X4 = W=3X4 19'2"8 -- Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf n PSI )' Deft/CSI Criteria Maximum Reactions Ibs , or '=PLF TCLL 40.00 1 Wind Std: NA Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# j Loc R U Rw ! Rh ! RL / W — TCDL. 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 Q 999 3601 AI' 109 f - 1223 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 ! S 57 / 7 3 SCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 S At Min Brg Width Req = - EXP: NA HORZ(TLI: 0. 000 S S Min Brg Width Reg = 1.5 Des Ld: 55,00 Mean Height: NA ft Cade t Misc Criteria Creep Factor 2.0 Bearings Al 8 S are a rigid surface. NCBCLL. 10.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,105 Soffit: 2.00 BCDL_ NA psf TPI Std: 2014 Max BC CSI: 0.021 1 Members not listed have forces less than 3759 Load Duration: 1,00 MWFRS Parallel Dist NA Rep Factors Used: Yes Max Web CSI: 0.033 Spacing: 24.0 CSC Dist a: NA ft Loc. from endwail. NA I FTJRT:20(0)110(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Vec 17 02 01A,11114 21 Lumber Top chord4x2 SP 92 Dense Bot chord 4x2 SP 92 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up i a t s ORrtA{ H{ 4M 02 _'_ 20111 WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin 7, handiing shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information. byV PI ana SBCA) for safety practices prior to performing these functions. Installers shall provide temporarl bracing per SCSI. Unless noted0hervise.top chord shall have properly attached Structural sneathin and bottom hord Shall have a properly attached ri9td ceiling. Locations shownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCIsectionsB3. 67 or B 0, as applicable. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJoin[ Details, unless noted othe wise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of iTW Buildin4q Components Group Inc. shall not be responsible for any deviation from this drgwing,any failure to build the truss in conformance with .ANSI TPI t, or for handling, shipping, installation and bracing of_trussesA seat on this drawing or cover pa e . , responsibility solely for the designshown. The suitability w: v uwrn 3723 Riverport Dave Iisting this drawing, indicates acceptance of professional engineering drawing for any structure istheresponsibilityoftheBuildingDesignerperANSIITPIiSec.2. Suite 200 and use of this For more aiiormal on iee h s ob y lei P"ji o[eS J']4p Ind 11r9e or) ides ALPINE rvww alpltP lw ^om iPf uww rpisl x2 "BOA xvww -bc n(lUstry coin iCe. www ccsdfeDrq Maryland Heights, MO 6304 Job Number 19644 7413-B Truss Label: F07 Loading Criteria (ps0 TCLL: 40.00 TCDL: 10.00 BOLL: 0,00 BCDL: 5,00 Des Ld SS.00 NCBCLL. 10,00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " T Ply 1 SEQN: 603198 ! T35 / SY42 Oust RR408 JRef 1W804080007 Qty i FROM: CH DrwNo: 054 18 1449 35405 SN I OF 02/230018 11,51, 14 -1011„ 7 1'4"1 2 --- 14" TYP) 33X4 3 S 3X4 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA If TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpr NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP 43 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. 11'5" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ; Maximum Reactions (lbs), or "=PLF Pg: NA Ct NA CAT: NAB PP Deflection in too L/defl L/# i Loc R / U / Rw / Rh / RL_ / W Pf: NA Ce: NA i VERT(LL): 0.000 B 999 360 T- 110 / - ! - / - 137 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 l T Min Brg Width Reg = - Snow Duration: NA HORZ(LL): -0.000 B Bearing T is a rigid surface. HORZ(TL): 0.000 B Code f Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 3754 Bldg Code: FBC 2017 RES tviax TC CSI: 0,119 TPI Std: 2014 Max BC CSI: 0.028 Rep Factors Used: Yes Max Web CSI: 0,036 FT/RT 20(0)/ 10(0 ) Plate Type(s):— WAVE VIEW Ver: 17.02.01A.1114.21 0? 21 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! s' 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 (Building1eRgtSferyinformation, bVV RI and SBCA) fbr safety practices prior to performing these functions. installers shall provide temporanfperBSI. Unless noted otherwise.top chard shall have property attached structural sheathinq and bottom chord shall have a pro44efttydrig9idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraceiqnslalledper $GSI sections 83. B7 or B 10, cable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer tois16OA-Z for standard plate positions. a division of ITW Buildingg Components Group inc shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping. installation and bracinq of trussesA seal on this drawing or cover page . . this drawing9 indicates acceptance of proTessional engineering res nsibility solely for the desi n shown. The suitabilityieofthisgiawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIfTPIiSec.2. ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, NIO 63041 Job Number: 19644 7413 - 8 Truss Label: F08 Loading Criteria (psf) TCLL 40,00 TCDL: 10.00 SCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA h TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA It Loc, from endwall: NA NA GCpr NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Sot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. 1'3" 12 i'3" 12 Ply: 1 SEON 603199 1T33 !SY42 Gust RR408 JRef IW8Q4080007 Qty. 1 4 FROM: CH j DrwNo: 054.18. 1449.36874 SN / DF 021212018 674 5'5"8 TYP) 3X4 FA K 3X4 6 673Ir 6'9"4 Snow Criteria (Pg,Pf in PSF) 1 Defl/CSI Criteria Pq: NA Ct: NA CAT: NAI PP Deflection in Ioc L/defl L/# 2" 12 it Maximum Reactions (lbs), or =PLF Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA j VERT(LL): 0,000 F 999 360 C L 53 1 - / - / - / - / 6.0 Lu: NA Cs: NA VERT(TL): 0.001 F 999 240 L` 102 1- / 72.5 Snow Duration: NA HORZ(LL): -0.000 B G 61 / - / 2.8 HORZ(TL): 0.000 B L Min Brg Width Pert = 1.5 Code / Mise Criteria Creep Factor: 2.0 L Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSi: 0.117 I G 1 Min Brg Width Red = 1.5 Bearings L, L, & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.028 Rep Factors Used: Yes Max Web CSI: 0.035 Members not listed have forces less than 3754 FTiRT:20(0)/10(0 ) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114,21 S*AT a l 02 23 201,; WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, bVv TPI an SBCA) tb? safety practices prior to performing these functions. Installers shall provide temporaryBGSi.. Unless ,pled otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlydidceilingLocationsshownforPermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3. 87 or 310. ile. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 6OA-Z for standard plate positions. ivision of IT`N Building ompon wits Group mc. snail not be responsible for any deviation from this drawing,any failure to build theformancewtthANSIl11, or for handling, shippinq, installation and bracing of_trussesA Seal on this drawing or cover paggedrawingqindicatesacceptanceofppr6essiona, angineenn responsibility solely for the design shown. The swEability of this drawing for any structure is Rie responsibility of the Building Designer per ANSI/TPI t See.2. ALPINE ry :au»nr 13723 Riverport Drive Suite 200 Maryland Heights. MO 6304' lob Number: 19644 7413 - 6 Truss Label: F09 Loading Criteria {psf) TCLL: 40 00 TCDL: 10,00 BCLL: 0.00 BCDL: 5.00 Des Ld 55-00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense But chord 4x2 SP 42 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Truss must be installed as shown with top chord up. 1'3"12 1'3"12 Ply 1 SEQN: 603200 / T25 / SY42 Cust RR408 JRef 1W8O4080007 Qty 1 FROM CH DrwNo 054 18 14,19 37045 SN i OF 02/2312018 6'9" 4 5'S"8 1'3" - - 1'4" TYP) q4 F G K 3X4 C Snow Criteria !P9.Pf in PSF) Pg: NA Ct: NA CAT: NF 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.20(0)I10(0) Plate Type(s): WAVE 2"12 6'0" 8 - ------ -- A, 6'9"4 DeFl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.000 F 999 360 VERT(TL)_ 0.001 F 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0-000 B Creep Factor 2.0 Nlax TC CSI: 0.117 Max BC CSI: 0.028 Max Web CSC 0.035 VIEW Vec 17 02.01 k 11 14.21 tttrtur r f atate tr `+'r. 7,02y/ Y 0t.l . t} t{ i S $AT J coA 3 `1^Ot"ilAI. 02 2 3, 201 8 Maximum Reactions (lbs), or'=PLF Loc R U Rw l Rh I RL / W L 53 / 6.0 L• 102 1- /725 G 61 / 2.8 L Min Brg Width Req = 1.5 L Min Brg Width Req = - G Min Brg Width Req = 1.5 Bearings L. L, & G are 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. shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building omponent a fety information, bV TPI and SBCA; fbf safety practices prior to performing these functions. Installers shall provide temporarytracingperBiSI. Unless noted 3, herwise.top Chord shall have properly attached structural Sheathing and bottom ^hord shall have a pro eftyMachdrigid ^ailingq. Locations shown for ermanent lateral restraint of wetrs shall have bracing installed per BCSI sections 63, 87. or 10, is aoolicab le. Apo v plates to each face a truss and position as shown above and on the Joinf Details. unless noted otherwise. Refer to a division of ITN any for any deviation from this acing of trussesA seal on TPI failure to build the 1 or cover page n. The suitability ALPINE 13723 Riverport Drive Suite 200 Maryland Heights. MO 63049 Job Number: 19644 Ply t SEON 603201 / T27 / SY42 Gust RR408 JRef: 1IN804080007 7413 - B Otyy. 1 FROM CH OrwNo. 054 18 1449 35842 Truss Label: Ftd SN / DF 02/2312018 1'S"g 4'6"12 1'4"12 — 1'4" — TYP) 3X4 AE FEE IF I 3X4 4' 6"12 -- — --- —Z Loading Criteria (psf) i Wind Criteria Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udefl U#P TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,000 B 999 360 j BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 BCDL: 5.00 1 Category: NA Snow Duration: NA HORZ(LL): -0.000 B Des Ld: 55.00 EXP: NA HORZ(TL): 0.000 B NCBCLL 10.00 Mean Height: NA i1 Code / Misc Criteria Creep Factor 2.0 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.103 Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Sid: 2014 1 Max BC CSI: 0,021 Spacing: 24.0 " C&C Dist a: NA If Rep Factors Used: Yes Max Web CSI: 0,024 Loc. from endwall: NA FT1RT 20(0)/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02.01A 1114 21 Lumber Top chord 4x2 SP i#2 Dense Sot chord 4x2 SP 92 Dense Webs 4x2 SP tF3 Plating Notes All plates are 1X3 except as noted. Additional Notes Truss must be Installed as shown with top chord up. 0_' 232018 Maximum Reactions (Ibs), or "=PLF Loc R / U l Rw / Rh / RL / W J 62 / 7.3 J" 108 7 - i 47.5 J Min Brg Width Req = 1.5 J Min Brg Width Req = - Bearings J & J are a rigid surface. Members not listed have forces less than 3754 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 Component a fety Information byY TPI and SSCA1 tdr safety practices prior to performing these functions. Installers shall provide temporary bracinperBSI., Unless noted o[herwise,top chord shall have properly attached structural sheathm and bottom -chord shall have a pro erly attachedrigidceihnqLocationsshownforpermanentlateralrestraintofwebsshallhavebracing nstalled per BCSI sections 83. B7 or 10. asapplicable. Apply plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of T `P( 3uildindqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI L. or for handlin j shipping, installation and bracing of trussesA sal on this drawing or cover page , listingthisdrawing, indicates acceptance of pro essrona engineeringg responsibility solely t orthe design shown. The suit-atrritty, anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304, 0 . Job Number: 19644 1413 - B Truss Label: F11 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 3CLL: 0.00 3CDL: 5.00 Des Ld: 55.00 NCBCLL:10.00 Soffit: 2.00 load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpr NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP 43 Special Loads Lumber Dur.Fac.=t 00 / Plate Duc.Fac.=1.00) TC: From 100 plf at 0.00 to 100 pit at 4-00 BC: From 170 pit at 0.00 to 170 plf at 4.00 Additional Notes Truss must be installed as shown with top chord up. Ply. 1 SEQN. 603202 1 T31 / SY42 Cust RR408 JRef 1W804080007 Qty. 1 FROM: CH Drwrloa. 054 18 1449 35576 SN / DF 0212312018 3" 3 H 2X4 = 3 X 4 III 2X4 A B C 3X4 3X4 Snow Criteria (P9,Pf;n PSF) Pg: NA Ct NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bidg Code: FBC 2017 RES TPI Sod: 2014 Rep Factors Used: Yes FTIRT:12(0)/10(0) Plate Type(s): WAVE d Defl/CSI Criteria j Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# { Loc R / U 1 Rw / Rh / RL l W VERT(LL): 0.012 E 999 360 ! F 540 / - 3.5 VERT(TL): 0.023 E 999 240 D 540 / - i - / - 115 HORZ(LL): 0.001 0 - F Min Brg'Width Reg = 1.5 HORZ(TL): 0.002 0 D Min Brg Width Req = 1.5 Creep Factor: 2.0 Bearings F & D are a rigid surface. Max TC CSI: 0.186 Max BC CSI: 0.436 Members not listed have forces Less than 3759 Maximum Bot Chord Forces Per Ply (Ibs) Max Web CSI: 0.168 Chords Tens.Comp. Chords Tens. Camp. F- E 396 0 E- D 396 0 VIEW Ver: 17.02.01A.1114.21 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i F- B 0 -490 B- 0 0 - 490 1{tn4itnitpprrhtrerr a 1 a. S SAT J COA WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin, , handlin . shipoin9 installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSaafetyInformation, by TPI anT SBCA) for satety practices prior to performing these functions. Installers shall provide temporary bracing per BGSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachedrigidceilin9. Locations shown for Permanent lateral restraint of webs shall have bracin installed per BN sections B3. B7 or 10, as applicable Apply plates to each face of truss 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 IT'/V Buildi-Oomponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the cuss in conformance with ANSI 1. or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . listing this drawing, indicates acceptance of Prolfesstonaf engineering responsibility solely for the desi n shown. The suitabddyanduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI1TPIiSec. ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Job Number: 19644 7413 - B Truss Label F12 Loading Criteria (ps0 TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense But chord 4x2 SP 42 Dense Webs 4x2 SP #3 Special Loads Lumber Our.Fac.=1 .00 / Plate Duc Fac.=1.00) TC: From 50 pit at 0,00 to 50 plf at 3.71 BC: From 5 plf at 0.00 to 5 plf at 3-71 TC: 696 ib Conc. Load at 0.73, 2.73 Hangers I Ties J) Hanger Support Required, by others Additional Notes Truss must be installed as shown with top chord up. Ply I Qty 1 TYP) SEQN 603203 / T32 f SY42 Cust RR408 JRef iW8Q4080007 FROM: CH I DrwNo: 054.18.1449 36123 SN t DF 02/2312018 3X6 k 3X6 li 3X6 A B C Snow Criteria (P9,Pf in PSF1 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:12(0)/ l0(0) Plate Type(s): WAVE 3'8"8 Defl/ CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.012 B 999 360 VERT(TL): 0.021 B 999 240 HORZ(LL): 0.002 D - - HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0. 697 Max BC CSI: 0. 190 Max `Neb CSI: 0. 156 Maximum Reactions (Ibs) Loc R /U /Rw, / Rh /RL /W E 852 /• /3.5 D 743 /- E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - 0 542 0 VIEW Vec 17,02. 01A.1114.21 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. A- E 204 •687 B- D 0 - 601 E -B 0 -613 C-D 0 -630 ri gttii(tff4[f 1t11It{°tt'f1 t`' 1 Ll a 7k a SIAT J ry • P j 0`'_'_ 01 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingq, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ent Safety Information, byVTPIandSBCA) fb safety practices prior to performing these functions. Installers shall provide temporary oer SCSI. Unless notedotherwse.top chord shall have properly attached structural sheathingq and bottom hord shall have a proggerly 0. d rigid Ceilingq. LocationsshownforpermanentlateralrestraintdfwebsshallhavebracingtinstalledperBCSIsections63, 67 or r to cab e Appry platestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to Is 160A-Z for standard plate positions, a division of IT` aV BuildindComponents Group Inc shall not be responsible for any deviation from this drawing,any failure ro build the conformance with ANSI 1PI1, or for handling shippm9. installation and bracing of,trussesA seal on this drawing or cover pa e , this drawing indicates acceptanceofpro7essionalengineeringgresponsibilitysolelyforthedesinshown. The suit9abtitty le of this drawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI t Sec.2. ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304, s Commentary; Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads, Providing camber has the following advantages; Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses Improves appearance of garage door headers and other tong spans that can appear to 'sag,' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low-stope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras, More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0,75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Notes The aOwnyfat911alrtpl load may be considerably less than the:,O} {Iea 1' d nad WAPAUM- Arid AM FMUN Ail WUU o+ Tlai 9PAWOU 1PM7 T FWaSH TM WAVM M " CUMMACTM 7W 1451 REF DEFLEC/CAMB DATE 10/01/14Trusf.s r.v.A.*..sr+A. cw a f.wrk*UU handkU SP!V wtatu cne N" FW to W f.0 U. l.t..t .du- of WS, gddnp CWP.W s uf.ty a. r TPt _W r. ctius prior t. ZrfarNrp tMs. fanctbro. Lut.11.rs siwU provk7. t.rp.r.rr fr cra x.P c d s/nu l.v. P".P-Ay .ssw.d .tr cwa .fr.wp. d sow dgrd lat.rd a DRWG DEFLCAMB1014 a Q it.0 tw Pr•P•r'lr .**-- d ,d -Mini loc.tb— slaws fcr P.rna i r 4slwuiw.. fus— pK lbS1 s.c — TKL nor D. ., .bl.. Afyiy plus w A f Of t,`Wf Wld i1.Ia fhDM .COY. and OFa Ha. .Ault i.:.Afr lgtld Oti,.rft.l. y f.r AT • AN RWO0hMJY R.fK to dr.Z VOA-2 st.rad.rd Pl.i. P.sitl.n.. NgYa., MYton of 1TV t.npwa.nts Lac s1wU rot M r.spon..l1. far am d.vV tw ar..rp, .+§a f.Aur. to OJW itr tn.ff h eenlPrr.rc. Ntn Ae41/iPl L or far h.+aalkaap. l i/ ems+ 9J/<:1 kiveiV+l U ivc Y+st.Wtbn L Or.cYap of trao..s. A s.fW1'PpnR'tftlEc i'.s1tD K GwK Wtltatitb dA./p, t>Rat.s ..¢tP s oI P'•f•+e yfhArXMl$/1P7I S1G2. ~x, d f i V ONA}„ J'vite 1W fY Yp sbYt1.'. th. r Of 7Ame D.•!w' P_* klc yla J Meiy:t. /.9U O lNS K tfGPR.tlola f.. M.. Job'. GI+•A t.. .nO iMs...b .It.sa aq,. n..ca„ TPL ....iP.a.t.a1`a SiCN .i.sb try.ory icca ...AccsaP..vp IdtryN STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONG I BRIDGING TOGETHER 4' Q. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 ( 0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' Q.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE; Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO OWEBW/ (3) 10d COMMON 0.148'x3') NAILS OR 1 ( 4) lOd BOX/GUN T 28'x3.0') NAILS / /1 2) 10d COMMON (0.148'x3.0-) OR BOX/GUN (0.128'x3.0) NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0') /i1\ NAILS. RESTRAINED A a STRONGBACK BRIDGING SPAC N REQUIRE14NTS to Ir None re tired to 2W 1 ro• (at cmirr of SPW to 2 rM U at "Ch V3 ts) to 4013 rm 0 st too V4 4r r at W ac ts) All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging Is to develop load sharing between individual trusses, resulting In an overall Increase In the stiffness of the floor system, 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing ( TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly ' strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ATTACH 1 TO p1 • i 2J # 10 STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES-."'`.` ' i u a NOME NM— MDCLMM7W HST , TC LL PSF REF STRONGBACK Trusses r* w."• •xsr.n. c•r• n f.onc•srp, nana•y, WV .,st•o °"° •r•ca,p fufpr so.nr C DL PSF DATE 10/01/14 f•uo. sn. t•Mst •du.., of lc5x <suirry t Sof•tr orn•tbn, y TPI •r+r r tt actius Prbr fo p•rfarnkp tMs. functbu. iI,f1Wl•rf sl+sLL provW t.wparor rotor .snKw., soP chars sfno np•.. vr.P.rir sma.e .trKsr a ,n.•irc"•„ so. o err BC DL PSF DRWG STRBRIBR1014 y •ss. wr X ::Air Lac U.— `sr-- ear Po,,.»rts as.a r.ssr u A - q"' 7 .h. 0 h... eroc•p .rs.u•r qr c q, l7 ar M. .s oppUcso4. Apply pWus to r f 1" s ( V y P. SM n u Wh ".- o.,r w, th. J•i t 9.t.Ss, .Hiss rots ottur.b•. + +'67 { f g' BC LL PSF x•f. r to d v kva I6w-z ear sso wara Pint. P.* w— d + t / ALP'&., o slr4bn of ITV capes, U trPw b- st u rot 0. r sywf ul for rsvk '. ' #" r•,.. Y? TOT, LD, PSF AN ITINCDAMNNY thb tro•Yp. r f•w.r• sob." tn. s.,e. In cw,fw.w„c..nn ANSV.r TPi L IJe,w iiw . i< ,. yY' s,•t•u.tlw. 6 er•Gnp of *,users. 41'-..,...•- A s..A an 1ti *v. v a cover {wq WYV MY irM4 YOcat•s •ccspt.nw o pral•ssivr y .a.ir + w• 1M DOs/w•n + atmaety •„r uw o »+. +b+na `,w l+' ,`' DUR, FAC, 1. 00 Is7[s Hrvav l U rr .u- tir r•apvr YfY oI tM bA&Q BWAW— P- "AfM 3y' r ,ip r . rq. tw4iforrsx•. s forrown u• t/Ys J."e.rvr•I rots ppooqp or./ Sirs• ..6 sit.v Am y:mU Merylm. rto 636»s N9NC• s••s1{arMt..coni TPI, —Api-t—W SSCJr ....abci.dustrrmy 1CG .oJccsaf. IMt ' SPACING F06 4'4'- 6'4" _ 19'4* .- 1ST FLOOR TRUSS LAYOUT 30' 4'4' — -- 6'4- .__ _._ --19'4' - 2N D FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16" HEEL BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END NOTE T IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EOUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIM TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABtUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARN IN CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TO'PUNG AND DOMINONG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REOUIRED IN SPECIFIC APPLICATIONS. SEE GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING @ BRACING OF METAL PLATE CONNECTED TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES l "\TRUSSES G CCU SPAN TRUSS CO." 407-321-14401386-872-50981352-557-4901 LONGWOOD/ORMOND BEACH1MASCOTTE CUSTOMER DAVID WEEKEEY HOMES 7413 B fE: iZl[lltl ffflk 19644 f D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 - 1 3 3 6 Project Location Address - f, (---o 7>,,- t& ( - j %LCL-A ONZO 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 www.floridabuilding.org. 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 Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging PGT SH-200 FL 251-R29 Sliding Therma Tru Classic Craft FL 15225-R4 Sectional Amarr Summit OS1000 FL 5302-R8 Roll Up Automatic Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL 14998- R3 Casement Double Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL 14918.4 IRS June 2014 Awning Pass Through Projected Mullions Silver Line by Anderson FL 6067 R7 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Hardie Building Inc. HardiePlank, Cemplank fiber -cement lap siding FL 13192.2 R5 Soffits Products, James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL 13265.1 R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Aluminum Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL 10124-R20 Underlayments Interwrap, Inc. Rhino Roof FL 15216-R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof ysterLs Roofing slate Cements/ Adhesives Coatinjq_ June 2014 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Comp_qnents Wood Connectors Anchors Truss Plates MT20 FL# 2197-R5 Engineered Lumber MiTek Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railin Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL 158-R10 Insulation Forms Plastics Deck Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products June 2014 Applicant's Signature Tracy Wiggtrs PC Applicant's Name Please Print) June 2014 MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, Fl 32218 877-358-7663 Off Ride Vent Installation (with orsWON ° , i + A. Preparation To prepare roof for installation it will be necessary to determine hovv many and what type of vents will be needed for the project. 01TRidge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof` remove shingles from the sides and top of the opening. Remove any nails that interfere vvith installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be'/," thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the eut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should he covcred with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1i2" from the roof to the top of the vent. The vent should be centered horizontally over the nnening Table /4 Off Ridge Vent Installation Chart Length Net Free Area (so in) Cut Out Size 4' 115 46" x 2-1 i 2" 6' 175 70" x 2-1/2" 3' 235 94- x 2-1/2" 10, 295 113" x 2-b2'" C. Fastening of the Off Ridge Vent 1) If using detachable battle. attach the baffle by sliding it onto the lower flange of roof vent_ Care should be taken to see it is flush with tront flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange vvith a minimum of 1.1/2" ring shank nail 4" on center_ The nail should be 1-1,'2 inches from the edge of the flange and 1-1/2" from the corners of the vent. Nail must be AST.41 F1667 compliant itt accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminion available with detachable baffle on(y), which meets the requirements of the 2010 Florida Building Code (chapter I5). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalunie Steel 26 gauge (.0179 min) AS I-M A-053 Steel G-90 Commercial Steel Type B 26 auge (.0179 min) ASTM A-755 lltd Steel Commercial Steel 'Type B I'td Aluminum (.025 min) ASTM B-209 * Aluodnatn a only bailable +dh Jeracbabte haffle Jae nr Florida PhulaCt aplin—L Page 1 i f MILLENNIUM METALS. INC, M.zo A I'LLtU J14-W & Ul, T.,'P Of A-L P-AbMI T,' -0%;Fr FTF Y ri j Op AN_+ t,Nn,-q ujt A-11IN4 ki- 2' nrli: EHANK MAX0. 4" 1. NQ #;.ARK IL A' UNDE; 'LP,14! %M: W4 rQP )F rAmi ripr.irn qATi Dr.'G;JIA,t BAFFLE x 3-::[DA-r-C ONTO L:WER EN5, L:. Gui:c rc.R .iizc A009 ;ENT,8LAM.11 VJC MU LU.Al_LN WT ;EN4 NA:-E. -1, FF I E E 7 AVAILABLE COLORS (CIRCLE SELECT) 0 White Sla<k grown EngineeringCBUCK SQQCidf1't,l S'f1JC1•Ufdl i-1Q iiEa fiiiQ CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI Off Ridge Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-VPB-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 7 Roofing Accessories that are an Integral Part of the Roof System MMI Off Ridge Vent Attached Permanent Baffle Steel or Aluminum Facsimile of digital copy signed by James L. Buckner, P E. Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAC Rule 6 LG 15-23 No 31242 w! 0 4Q STATE OF i '•.FCORIOP.•'G CBUCK, Inc. — Palm 3eocl Coun,y, Florida 2017.12.15 09:08:10-05'00' Phone (561 1)1-3927 Email: cbuc!<:@cbuc!<inc.net `Al?bsire vv,vvv cbuc! inc net Main vrf;r 1374 L)nimunity Dr!ve ;upit r, r-lot-Aa 33453 FL#FL195672R1 F-BUCK Enginipering Report No.: 8-ER6 Page 2 of 7 Speclalftj Structural ErIql1neacarinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent Q^Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method: State Product Approval Rule 61G20'3.005 (2) (b) Product/System MMI Off Ridge Vent with Attached Permanent Baffle Description: Steel o/ aluminum off ridge vent & attached permanent baffle for shingle roofs mechanically attached toplywood deck. Product Assembly as Refer to Page 4 of this report for product assembly corn pone nts/ma terials for Evaluated: structural attachment: L Off Ridge Vent 2. Permanent Baffle l Fasteners 4. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Slope: Description: 15/ 32 ( minjorgreater plywood' or Wood plank ( min. specific gravity ofO.42) 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: ' 70 P6F Allowable design pressure for allowable stress design (ASD) with a margin of safety oƒ2to2. CBUCK EngIneering FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 3 of 7 Empecic tLj 5fmr- urdl Enc;1 Bering CBUCK, Inc. Certificate of Authorization ##8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005, Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for aoolication outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL 4: FL 19567.2 Rl Date: 12 / 15 / 17 CBUCK Engineering Report No.: 17-196-MMI-VPB-ER6 Page 4 of 7 Specldlttj StnucturcN Englncefing CBUCK, Inc. Certificate of Authorization 48064 Structural Ridge Vent: MMI Off Ridge Vent Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2% 4', 6', 8' and 10' Baffle: Permanent Model Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H 14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3-1/4" Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min, through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 CBUCK &ngineering FL#: FL195G7.2R1 Date 12/15/17 Report No.: 17'196-K8K4|-VP8-ER6 Page Sof7 Specialhj couc mcc c oyA"mo omm o Structural" Alternate Fastener: Purpose: Type: Size: Penetration Through Edge Distance: Corrosion Resistance Attaches Ridge Vent Base Flange toDeck Hex -Head Wood Screw 1O(^length \omeet min. penetration through deck) 3/ l6~min. through wood deck l- 1/2''min. from edge ofdeck Per F8[Section 1506.6 and 1507,4.4 PerANS|/ ASKJE B13.6.4 Installation: Structural Installation Method: Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening, insert baffle flange flush beneath the vent front flange. Simultaneously attach vent front flange and baffle flange to deck with nails or screws spaced 8"n.c.maximum and 4'1/Z^from each end. Attach vent back flange and side flanges todeck with nails orscrews spaced 8" o.c.maximum and 4'1/2^from each end. Minimum fastener penetration th/ubottom ofsupport, 3/16^ Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: L AITK4 E330- 02 Uniform Static Air Pressure Difference Test Architectural Testing, |nc.(FBCOrQanizadon#TSTID: lSl7) Report#: F3167.0I'45044' Report Date: 12/15/15 2. Engineering Analysis By[8U[KEngineering l Quality Assurance ByKeystone Certifications, Inc. ( QUA ID: 1824) Millennium Metals Licensee 4423 4. Certification ofIndependence 8yJames LBuckner, P£@[ BU[KEngineering FB[ Organization #ANEl9l6) CBUCK Engineering FL #: FL 19567,2 R1 Date: 12/ 15/17 Report No.: 17-196-MMI-VPB-ER6 Page 6 of 7 S CBUCK, Inc. Certificate ofAuthorization #8064 peN--ja1hj StrL)cturcN E:nc;llneerinq Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 5- 1/2" Profile Drawings 121, 2in 4 11 in. T 3- 1/4 Y 1811 12- 3/411 Vent Side View Baffle Side View Not To Scale) (Not To Scale) Typical Fasteners) 11 Gauge Fang Shank Roofing Nail OR 10 nin. V%bod Sc re*s NINO Off Rdge Vent Steel or Aluminum) Typical Fastener(s) ng - 11GaugeFangShankRDofiOR s FIWcod Deck 10 min. V\bod Screws Perrnanent Baffle --/ -- Steel or urrinurn) rvfvl Off Fridge Vent 27A11 (Steel or Aluninum) RWood Deck Permanent Baffle Steel or Aluninurn) Typical Fastener( s) 11 Gauge Rng Shank Roofing Nail OR 10 ain, \ Abod Screws Typical Cross Section View (Not To Scale) CBUCK Engineering FL ft: FL 19567.2 R1 Date: 12/ 15/ 17 Report No.: 17-196-MMI-VPB-ER6 Page 7 of 7 SpeK-Ic51tLj StrLicturcM Enc;Ineering CBUCK, Inc, Certificate ofAuthorizati0r? #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 1 1/Z' 1 4 Ncrinal Lengths 9'o.c. Typical, Maximum Typical Fasta"s) 1OR1 Gauge Ring Shank Roofing Nail Base Range 10 min. \lNbod -1aevvs Top Plan View (Not To Scale) Typical Fastening Pattern) 1b , op' p * 4- PwTa-ent Baffle Attached Smutaneady with vent flange fasteners Typical Fastener(s) 11 Gauge Rng Shank Roofing Nail OR 10 m n. ftod Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM M E=— TA L. E3 , 10200 Eastport Road JacksonOIIc, H 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) V. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Ott Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" ofl'the peak of the ridge. Cut out sires are located below in Table 1-1_ INI110RT NT NOTE: DO VOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existimg shin --*le roof remove shingles 6-om the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the hody ofthe gent. Shingles and existing nails should remain on the bottom slope up to tine cut opertin Root cement is necessary around the perimeter of the Underside of the cent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and aide flanges. The cement should be 4" thick and should extend 2" onto the underlaynnent. The lower portion of the vent should already have shingles installed up to the cut opening,. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flame. This allows a minimum clearance of 2-1 2" from the roof to the top of the vemt. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent [nstaliation Chart i Len_th Net Free .area (sq in) Cut Out Size ii 4' 1 1> 46" x 2-1 2" 6' 175 70" .x 2-1, 2" 10' 291 11 .x 2-1, 2.. C. Fastening of the Off Ridge Vent I hosing detachable: bal'Ile, attach the baffle by sliding it onto the lower flange ot'root vent. Care should be taken to see it is flush with front tape of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum oC 1-1-2" ring shank nail 4" oil center. The nail should be I -1 2 inches from the edge oC the flange and I -1 2" fi_ona the corners oftile vent. Nail must fie ASTYf Ft 66' compliant in accordance Fvith Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the f6llowlM-1-zau-res of steel & aluminum t. flruel lmm u+•athlhlc wtlh which meet; the requirements of the 2010 Florida Building Code (chapter I5). 16u)/b11U11 t, eO(1/h hu, haMe baffle rtbe h, r'reYk(a rrr,rrtlar Ip/II,—A Page 1 MILLENNIUM METALS,INC.U^4K~ ocoo cxarpnxr mmo ^m^sowvIus, FL zee/o yo+ 3,:-nons o^,m `,or,-nm rsn, (xnnp) FAX oo^-sm nua» INSTALL SHINGLES UP AND UNDER TO ROOF OPENING 1-1/2^ RING SHANK NAILS, 4^ O.C. ROOF CEMENT APPLIED UNDER FLANGE AND ON TOP OF EACH EXPOSED NAIL, OPENING IN R08P. SEE — INSTALL GUIDE FOR SIZE AND LOCATION MILLENNIUM METALS INC. TOLL rnse: 1'877-358raox ROOFING CEMENT APPLIED UNDER & ON TOP OF ALL FLANGES TO COVER COMPLETELY MIN. 1'1/2^ RING SHANK NAIL 4^ O.C. DETACHABLE BAFFLE OPTION: SLIDE BAFFLE ONTO LOWER ROOF VENT FLANGE AND SECURE WITH 1'1/2^ RING SHANK NAILS, 4^ O.O. Meets ASTM D4869 & 0226 Types I & 11 Fiber grip slip -resistant walking surface Enhanced LN - 60 days exposure 25 x stronger than 15 lb felt 6 squares more per roil compared to 15 lb felt 17% more coverage per lap 142" width as compared to 36" for felt) Ease of installation — wider, lighter, more coverage per lap Synthetic construction inert to mold growth Lays flat and does not absorb water and wrinkle No oil leaching - no hazardous material content Glass A Fire - ASTM E108 (as pan of a system) Contributes to LEER' points Texas Department of Insurance Advanced backside non -slip coating Low temperature flexibility YI c '$s us 0. intertek Intertek f RhmoRoo#4 U20 is an art, water and vapor barrier and therefore must be installed above a properly ventilated spacelsi. Follow ALL building codes applicebie to your geographical region and structure type as it is considered a vapor barrier. DECY PREP. Ali protrusions from the deck area must be removed and ensure the deck has no weds, damaged or unsupported areas, peck surface should be free of debris, dry and moisture free 0SE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under asphalt shingles, synthetic shingles, residential metal roofing and cedar shakes. APPLfCAI K),N For slopes from 4:12 and higher RhrnoRoof U20 is to be laid out ho,ctorrially (pwaliell to the eave with the printed side up. Horizontal laps should be 4' and Vertical laps should be 6'and anchored approximately I' in from the edge. For low slope fiess than 4:12) applications it is recommended to overlap 50% plus 1', for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2.12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. f;ASTENERS. For same day coverage with primary roofing RhmoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. DO NOT USE STAPLES: the use of staples to penetrate RhmoRoof U20 wiil void warranty CAN/CSA A123.3 ' )SCCC.t.I IiI ANCHORiNU, Ali anchoring nails must be hush, 90 degrees to the CCRR-1015 a." -- - _._._ roof deck, and tight with the underlayment surface and the structural FRC #FL15216—aaaaaa roof deck. Where seams and joints require sealant or adhesive use a tow solvent plastic roofing cement meeting ASTM D,4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP. MB, Geocel TEST IL STANDARD R gN011110DFe U20 ASTM 15 L8 FELT or equivalent. Acceptable alternatives are butyl rubber, urethane, and TYPICAL VALUE TYPICAL VALUE EDPM based caulk or tape sealant. PurmlaDt,y A57. Pit, AS PK 5 P_ YWne+trmxmsw—AS IM, Dil$* Nu ow 3vm pN. A5TM 06s33 MA 33-t i5k90)co A kn;" aj Mb2.2u t1 ko i coal, xaPvA kry e,>ee S—Ti, A57M. 07$1 MOBA"Polio i CD 74 ltaf32itg h054 bk{Xskg ico 29osrt32 k* a ir 3vwgN ASIM ilr:r 9se pr+f'ieJ kPa1 3s P. r2<2 10q eb+yaUw-,*-,vD751 MD20%CDz0% 14)3%co4% v-S,11p Sq. AST. M27 t 225m>(142.err r124.pkq N4-- t)»grye.y AST M DIM v40,lBaN 21 mb A.525m4 serKck T_,,- ii—e. 40'F w 240' t+C'C ro 115'Q LENGTH PER ROLL: 286' / 87 m MIRDTH PER ROLL: 42' / 1.1 m WEIGHT PER ROLL: 23.5 lbs / 10.6 kg ROLL SIZE: 10 sq / 93 m2 ROLLS PER PALLET: 67 PALLET WEIGHT- 1,626 lbs / 738 kg w neu n oew.dm. ae..ga v«en c.w ses,m pxwwr+rwn«,a st.aoq +w w c crsrswea w kaap,e;ear ar 4—,u—. wr,u a,a +ar,rorw low aawe srw ccar»ga. axwkMs . 1vgk. ,:a.t ua>., r.ar.,.• , «:«war; wa, rwn,w,u uaxr.=a, r.a+es.rw.,u,sue.,..wKurn.eee u, xui ru.a,.,cra>.o70,s rxenww. As.,gin reu . Ra c:r 2HHy2: is k*w V*W Mc- iboRng Pro&xu 0rtAvon Charleston. 5C a vmlcou„er, BC • Mission, BC + Montreal. QC www.tnterWrap.com,*Nr oRoof Top Free: 888 713 7663 I Pet 778 945 2888 E-mail: in ap-com EXTENDED EXPOSURE: If RhinoRoof U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum t" diameter plastic or metal cap roofing nails {ring shank preferred but smooth leg acceptable). Miami -Dade approved tin tags or metal caps are also acceptable, and it is recommended for best performance to use wlih the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. Rhino U20 is not designed for indefinite outdoor exposure, For extended exposure conditions where drrvmg ram or strong winds are expected a is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION, READ GOOD SAFE-rY PRACTICES BELOW Good safety practices should be followed on steep slope cools, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelmes. Slip resistance may vary with surface conditions from debris that accumuhates, weather, footwear and root pitch. Failure to use proper safety gear can result in serious injury. Depend" or, roof pitch and surface conditions, blocking may be required to support mater:ws on the root and is good safety practice. Remember to seal the nail holes after removing blocking. Say goodbye to traditional asphalt saturated felt paper - Steak free from felt'" with RhinoRoofe U20 synthetic roofing underlayment! RhinoRoof U20 is a highly engineered, mechanically attached, coated woven synthetic roofing undedayment for sloped roofs. RhinoRoof s durable and high strength design along with its fiber grip walking surface provides a considerable improvement over asphalt saturated felt. The fiber grip textured walking surface can also be chalked just like felt. Gain an edge in productivity and profits; RhinoRoof's ? • + fight weight, 42" width and 286 ft run length allows for fewer laps, cuts, and easier roil handling compared > to felt. This means you can do more jobs in less time, use less labor, and inventory fewer rolls. =, Gone are the days of blow -offs and call backs! RhinoRoof U20 is 25 times stronger than 15 lb felt and therefore offers superior wind resistance and durability through heavy roof traffic and adverse • • • weather conditions. Stay on track, take on more jobs and sleep assured your U20 projects will remain intact and dried -in, RhinoRoof U20 will save you time and money with less material damage and fewer post -install repairs. Unlike traditional asphalt saturated felts, RhinoRoof U20 can be used in extremely low temperatures without becoming stiff and difficult to unroll. it also does not dry out, crack, or leach oils in the heat like felt. RhinoRoof U20 is 100% synthetic and will not absorb water and wrinkle like felt- It lays flat and will remain 100% impervious to mold, RhinoRoof U20 can also be used in conjunction with RhinoRoof RSA or Titanium" fSU30 self -adhered underlayrnents for ice damming protection along the eaves and in the valley areas. RhinoRoof U20 will continue to protect your long life primary roofing long after felt has turned to dust! Unlike felt, RhinoRoof U20 is also backed by a 20 year manufacturer's s • limited warranty. r• Steak free from felt, chooset RhinoRoof U20 synthetic roofing underlaymeni from InterWrap. weaving a beiaer world:" At I TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl 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 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ttl ltf tl tat , `~ t lt. •t , Rl. r 4s ••.^.q t.'``• the facsimile seal appearing was author,ted hY Rohert Nieminen, rv.ris -'•sr`` P_E,an04/27/2014. This does not serve as an electronically signed document Signed, sealed hardaoptes have haen transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INOEPENOENCE: 1. Trinityl ERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERA ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category, Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1S07,2.3, 1507.5.3, 1*1507.8, Unrolling, Breaking Strength, Pliability, Lass ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: n imination Refgrgncg Date ITS (TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS (TST1509) Physical Properties 100539395CO4002 10/27/2011 ITS (TST1509) Physical Properties 100539395COO-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type it felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither `Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 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 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF Cowit GpTIONs Underlayment Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or tngld g, Shingles Simulated Slate rtZfe5 No No Yes Yes No S.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION' 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization N9503 F115216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 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. 664 RhinoR f 20: 6.4.1 Fas en rs: For exposure 124 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; Ro2f Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report "10.02.12-R2 Certificate of Authorization #9503 FLIS216-RI Revision 2: 04/27/2015 Page 3of3 Synthetic Roofing Und(,,dayrnent RhinsRopfU20 Installation Instructions R6inoRoofU2O is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type asitisconsidered avapor barrier, DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should 6efree o[debris, dry and moisture free. USE: RhinoKoofU20must 6ecovered 6yprimary roofing within 60 days of application, U28 is designed for use under; asphalt o, synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 2: 12and higher RkinoRoof U2Oismbelaid out horizontally (pana||oVoothe eavewith the printed side up. Horizontal laps should be 4^ and Vertical laps should be 6^and anchored approximately l^ in from the edge. For low slope applications it is recommended to overlap 50% plus 1^' for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for s/up+y less than 2:12. The use of roofing hammer, pneumatic air o, gas driven fastener tools is acceptable. The use ofstraight edge cutting knives isrecommended. FASTENERS: For same day coverage with primary roofing RhinoRoofU20 can beanchored with corrosive resistant 3/8^ head 1^ leg roofing nails (ring shank preferred, smooth leg accepmb|e).The use ofevery other anchoring location printed on the product is also acceptable, K U20 will be left exposed for up to 60 days the product must be anchored with 1^ plastic or metal cap smooth o, ring shank roofing nails and anchored in all locations printed oothe facer. [xO NOT USE STAPLES: the use ofstaples /o penetrate FhinoRoufU2Owill void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees *zthe roof deck, and tight with theuoJe6aymont surface and the structural roof deck. Where seams and joints require sealant o/adhesive use a low solvent plastic roofing cement meeting ASTk4D- 45O6Type l.u,Federal Spec 5S'153 Type 1 such as Karnak. Henry, DAR, K48' Geuce|or equivalent, Acceptable alternatives one butyl rubber, urethane, and EDPK4based caulk urtape sealant. EXTENDED EXPOSURE: KRhinoRouf U20 product will boexposed longer than 24 hours and upm60days then product must boattached tothe structural roof deck using aminimum 1^diameter plastic o,metal cap roofing nails ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and itisrecommended for best performance touse with the rough edge facing up. For extended exposure it is always recommended ,oanchor onevery printed position onthe facer. R6iooRoofU2Oixnot designed for indefinite outdoor exposure. For extended exposure conditions where driving min or strong winds are expected itis recommended to take additional precautions such as doubling the lap widths, Alternately or in addition to a compatible uoa|ao, could be used between the laps ora peel and stick tape could 6eapplied oothe overlaps. CAUTION 'READ GOOD SAFETY PRACTICES BELOW Good safety practices should 6efollowed onsteep slope roufs, such aouse cf tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. S|ip/ exiotancomayva9w|thsurface conditions from debris that accumulates, weather, footwear and roof pitch. Failure touse proper safety gear can result inserious injw, y, Depending on roof pitch and surface conditions, blocking may 6erequired vusupport materials onthe roof and iogood safety practice. Remember toseal the nail holes after removing blocking. mterWrae Roofing Products Division Charleston, SC ° Vancouver, 8C ° K4ka|on. BC ° MontrAa' (lC VVa6: ,mww.| ntohWrap.com/nooGng ) E-mail: inho@imanw,ap.com W ToUFee: 88O7137663 Tel: 7789452888 Q9 Florida Building Code Online hupo:.//Umidubuidin-I.n,g pro'p,_jpp_dt\.ampx?pamnr "GE\XQwt... I" MOM.' Product Approval 140,411 ) USER: Public User 2 u wrJ t> Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Authorized Signature Technical Representative Quality Assurance Representative Category Subcategory FL1326S-R3 Revision 2017 Approved James Hardie Building Pr( Z83ODLaAlameda 5te.25O Mission Viejo, CAQ2691 909)249-2927 p(ngsheng.zhu@jarneshar AngshengZhu Pingsheng Zhu 1O9OlElm Ave. Fontana, [ Ag23]7 909) 349-2927 pingsheny. zhu@]annesha, Pingsheng Zhu 10gU1Elm Ave. Fontana, CA 92337 909)349- 2927 pingsheng.zhu@jamesha/ Panel Walls Soffits 2/ 271100 1:27 PN Compliance Method Evaluation Report from o Florida Professional Engir Evaluation Report 'H Florida Engineer orArchitect Name who developed Ronald I. Dgawm the Evaluation Report Florida License PE-24121 Quality Assurance Entity lntartekTesting Services Quality Assurance Contract Expiration Date 12/31/2028 Validated By ]uhnSouthard, P.E. Validation Checklist Referenced Standard and Year (of Standard) ASTMC11Q6 ASTME33O Equivalence o[Product Standards Certified By Florida Licensed Prohesyio Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending F8CApproval 08/28/2017 Date Approved 10/10/2017 Summary mfProducts, FL# Model, Number or Name Description 13265. 1 Hardie5o0lLPane|s HardieSoUiLPat panels 2of3 2) 27[2G18 1,27Pkt I I Florida BuildtngCo& Online http-,://Pot-idabLliIding.or _Wpr/pr_app_dt1.aspx1param=wG EVXQwt., Limits of Use installation It Approved for use in HVHZ: Yes FL13265 R3 I Approved for use outside HVHZ: Yes I Frame. ff Impact Resistant; N/A FLt3265 R3 I Design Pressure: N/A FL13265 R3 I Other: For use in HVHZ install in accordance with NOA Verified By: Rc 17-0406,06 Created by Inc Evaluation Re FL13265 R3 i FL13265 R3 I Created by Inc CD_nlg,;_Q5 ;: The State of Florida is an AA/EEO employer.. rlGhf Q474013 !;rAte, of Florida :: euv-11f "S Under Florida law, email -addresses are pubic records. If you do not want your e-mail address re(eal electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have ai Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455 they have one. The erna(ls provided may be used for official communiramn with the licensee, Howevi supply a personal address, please provide the Depdrtment with an email address which can be made av Chapter 455, F.S., please click 1115rn_. Product Approval Accepts: rT Lft !0 ,a E^ 12L%*—J NO] Credit Ca. rd Safe 111.1 FT judik' 3 of 3 21,"27/2018 1:27 PM Florida Product Approval HardieSoffitO Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardleSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation Shall be in accordance with Engineering Evaluation Report RIO-2684-17, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieSoffit -) "MI.O. Panels JamesHardie EFFECTIVE SEPTEMBER 2013 M ,-,- si7'. -ORPI ';S 'P'X'tjU!' Visit V IMpORTAR—T., FAILURETOINSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITHAPPLICABLEBUILDING GODFSAND JAMIES HARD11E WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANly BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 0"A PRODUCTS OUTSIDEAN HZ1 06, LOCATION OLL VOtD YOUR WARRA1*4 FY 10 DETERMINE WHICH HAROIL70NE APPLIES TO YOUR LOCATION STORAGE & HANDLING: Store flat and keep dry and covered prior 10 Insta!ling siding wet at saturated may result in shrinkage at butt jo;rljs. Carry product On edge, Protect odjn and corrivl, 'Tofir bluakage JaMOS Harare is not responsible for damage t:akised by ri- prianor storage and handling at the product CUTTING INSTRUCTI UMOORS 1, FiGwjori rowl station so thalvArld wil blow dust :hv' 3Y 6On) UWf andothl)r$ in walik-'rig area. 2. Use ono of to Vw-,-,,n9 melho(L a Bwc i, Score and VIP 0 dedf-'a of ptteunrat:cj b. eer j I ojSa realiCzI)l CdC,11411 STvi eoLPPed Vifittl 4 HarireBl3de' Av bfa3e af. d hEPAV3CLUM ea.V-W c. Good t, Cjj reducnj crc" a HafdeBiQ saw fat onlv "a for !CV4! 0 "rodItzilp oPinni 111DOORS 1, Cut 3p: ij using sore and snap, or shears (manual. elAK OF DFIvulflaW. 2, posrion cWticill '&wl; 011 In 'Ar4i-verli'llim area EVER ucta , a power s3v. ndwts tiEi,Ert kCe a u,Colar saw blarap. act Flotar;nu; Carly ft Ha,6cfjA a2 v Liaile Wernalk UIEVER dry svyeeq - Use '- vel suppression ni HEPA',&GLjurrr trrponxt Nlate For'maiurrum pl(A&CUO" olva"=Fre'* 10,productloof" fames ilanite recorrntends airo7is lZri()1RT Iwo curling NOSH amravw wral4tor; can N used in craburaw wnh,'itx:w, cWtoy txact ca to Either felllW Coat EXTAOLICC, A61100nal ex0=1`0 T;aaaW at vrc w.iameJr er e. rm to help you determqhfie rrco 3pipforinate cutting in-thad for yrxrf loo r-qurement,,A aw-em 0 e,,rtse; abr,,.1 exPOWLI l"Veis 01'You do not carripli vain thebrateprair.LcPs. you 5hould 1%vZil9 rAp,,CAt a quajif*ed,00utea tr4eno or aralittat-A J'zenir" flitruke ICI furl"el infolloton cn GENERAL ENERAL REQUIREMENTS: fastener requirements installscNifs to iardieSolfitl may ay Uri installed over eithersteel or .v000 framing complying with (lie o"A build:f n code. See general I,a 1111111inal 2 K 4 framing members st)aceO a maximum of 24 inches on center (fig.4), Ail edges must be saprorled by flaming. (figs. 3 & 4) install water barriers and air barriers n requTed by local building cedes. James Hai die wit aSSunjo nu JeSponSlic[lity far MOISITIre ii-filtration Erstire gutters have end caps. Maintain a minimum '," gap belwafir end caps and siding & trim (fig.51. install kiekcut flashing at r0of - viall junctions. (rig 6.) FigureI GO NOT use stain, o: Vaikyd base raint, or X%,ider coating on James Hardie`` products. INSTALLATION. Haf6a5offit panels must be fastened to a solid, na;laofe substrate such as 3,,,;and 2x subtascia Acloiticnal framing may be riecdoO to ensure proper fastening, I Soffits can be installed as town in figure 1. Position the vent boles toward tl!Tia outsid., of the eavefot optimal airflow. rg,ide 5,0 square, nctes of net free ventilation per et 12' to 24" wide ventedHardieSoffit, panels, F lireal foot. Alternatively vents can be ins: a1ledint,,) non -vented sctft. $as''l 010)'Jl l It necessary, an insect 5i; iaen can be ns!afled using construction adhesive. Note net free venfj[aticn wilf be reduced - Fastener Requirements Position taslenets 3/ 3" from panel edges and no closer 'har 2,, artay from corners when using solfa greater than 12" iuide { fig. 4) and no closer than I" away Ircm corners ohen using soffit that is less than or equal to I?" wide (fig. 3), Figure 4 Joinqnq Methods install panels in moderate contact at ends, provide PVC or metal i6iters, batlens or leave Greater than appropriate gap and caulk (fig 2). Figure 2 Figure 3 12" Wide, Soffit less than or equal to 12" Wide Soffit rii? ivai i cvPta':r T, a F ti; L—1 18"!(2r.1RIPr1 101t f r For add -floral information on HardieWru ^ Weather Barrier. consult .;amen Hardie at 1-866.4Ha4e of WARNING: AVOID BREATHING SILICA DUST ra rJ ZH to n, a -Aj, t :1 a^i,-,3', 13U14 CorO!n ig AR' C - A r.3 PG!Cr!-z!! y 131 1 vii; (:,Saxe C11:0 and has c'n I vVII ZLSV l cl rl-"'St -1:'a '-- ze J'1311 5 I.W t SM als 'C'rcult '9 cf, Fri 17t. N? z'1"xd* Ck 'i, 1 o.rcjsir th--!o r:-,*kS Div nj n'Oalrtrl 't Nrj!] vAtn , rr,,,! 3irr awl (41 e. ai ) pr:pef ask r,,! f,,31r.13ej i I lit -j,;0 dt, OcjPr in I l,1` f`A,ii '"'—n 1rai T 0jjjclRjTKjjj*eq,,jj, I re - nirroutw 'f!?, 0 f!ri w H' PF, var,i xs )f rejuat !r; ari r,,,i* rlwLaisos zino Mj!&'al Satety Data 5"efll aialxlle at 0 '.arq I 90!JHMG.E 1'-8CO-34,-7343) FALLRE TO X! kuky,EArj T_SEc,CL,$ ' cRjONAL JN_U:iY_qLCjLAT-, SF I 203-PV3 6113 Maintain a minimum V gap betwaan guar and caps and siding & trim. sidir,. Figure 5 gutter and end cap Figure 6 FASTENER REQUIREMENTS For wood frame construction a minimum 4d common nails spaced 8' O.G. at panel edges and intermediate framing memhers spaced up to 24" on center are suitable irn most iocations'. For conventional 20ga steel frame construction a movmum Nto. 8-18 x 0.32Y HD x 1, I,,ng ribbed bugle screws spaced 6" 0 of panel edges and ^termedrate framing membors spaced up to 24' on center are suitable !n most locacons". Minimum Basic %nd Speed differs by locafdy.'Wnere specified revels of wind resistance are required, refer to applicable Puitding Code Compliance Rapor's. PNEUMATIC FASTENING James Hardie products can be hard nailed sr fastened oath a pneumatic tool. Pneumatic fastening is highly recommended. Sat air pressure so that the fastener is driven snug with the surtaca of the s ding. A flush mount altaOr?ieot on the pneumatic tool :s recommended. This will help control the depth the nail is driven. If senwg the nail depth proves Olicrtlt, choosa a setting that under drives the nail, illnve under driven naa; sr.ug, wrW a srrooth laced hammer - Does not apply far tnstaliauon to steel frafr.,ngl_ 9! KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the fact terminates, install a kckout to deflect avatar away from the siding. it is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the :sickout. Figure 6, Kickout Flashing To prevent water from dumping behind the sid ng and the and of the roof intersectior t install a "kickout" as required by IRC code 1`1905.2.8.3 : '—flashing shalt be a min. of 4" high and 4" ride." 'ames liarr`.fe recommends the kickout be angled betweer 100' - t 100 to maximize water defiecitan GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exh:oit premature corrosion James Hardie recommends the use of quality. hof-dipped galvanized nails. James Hardie is not responsible for the corrosion fesistanMa of Fasteners. Starless steel fasteners are recommended .hen installing James Hardie products rear the ocean, large bcdfes of water, or in very humid climates. consult applicable product evaivatscn or listing for correct tasteners 'ype and placement to achieve specified design van(] loads. NOT'-'- Published rand loads may trot to applicable to all areas where I-cral Bvadirig Codes have specific jurisdreticn. Consult James Hard a Technical Services if you are unsure of applicable compliance dorurnartaror. Drive fasteners perpandicular to siding and fram.ng. Fastener heads should fit snug against siding (no air space). (fig. A I 3o not paver•drive nail tnaacs or drive na,is at an angle It nail rs ca.mtersunk fill holy and add a nail. (fig. B) For snood framing, under driver nails shoafd be hit flush to the plank vrth a hammer (For steel training, remove and replace na:i}. lea not use aluminum fasteners, staples, or clipped head naffs. Snug Flush Countersink, E countersink, Fill & Add NaiS do not under oo 1407 Fiure HFigureAg 1 drive nails STAPLE SF1203-F213 6113 CUT EDGE TREATMENT Cau,,'K patial or priirreal field cut edges. James Hartle touch-up its are required **uch-up Worriusproducts. CAULKING For best results use an Elastrameric join, Sealant complying with ASTM C920 (3racla NS, Class 25 or higher or a Latex joint Sealant complying with ASTNI C834 Caulking/Sealant must be applied in accordance virth the caulking/Sellaflt manufacturer; wnften instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooling. PAINTING 00 140T use stain, oil/alkyd base pav, or powder coatirli; on James Hardie' Products. James Hardie. products Must be painted within 180 days for primed proctuct and 90 days for jilptimerl, 100% acrylic topcoats are recornmarded. Do not paint when aver. For application rates refer to pain: manufacturers specifications. Back -roll -rig is -ecommendeO it tre siding is sprayed, COLORPLUS') TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE are should be taken when handing and cutting James Hardie ColorPlus products. During wstailason use a wat soft cloth or soft brush to gently wipe off any residue or ccns(ru:;tiDn dust ielt on the product, tht;,l rinse with a garden hose. Touch- up should be used sparingly, Touchupnicks, scrapes and ja:i heads using the ColorPlus, Technology touch-up aPolic3tOt I large areas requre touch-up, replace the damaged area wito now HardleSoffit' pare) with Cd.01PIUS Technology. Laminate sweat must be removed irimediately after ristallalion of each course. Terminate nor -factory cut edges into :rim where pcss:ble. and C3011k. Color matcl,ed caul,s are available frori your Cci dealer. Treat all other ricli-factory cut edges using the .'olorPlus technology edge --caters, availaale from your GoorPluS• product dealer. Note: James -iatde does not warrant, the usage of third party touch-up or paints used as 1[11U:.111-UD on James Hard;a Colowlus products. Problems with appearance or performance arising from use of third party touch -UP Paints or paints used as touch-up that are not James Hardie tow-h-up, wll not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAmES HARDI E" PRODUCTS WITH COLOR PLU S"FECHNOLOGY Weer repainting CovPlus; products, i1ries Hardie recommends the following regarding surface vemrauon and topcoat application: Ensure the surface is clean, dry, and free of any dust. cri, or rmidew Repriming is normally not necessary I On acrylic topcoats are recommended 00 No Iuse stain, oil/alkyd base paint, of powder co3tit"I on James Hardie', Products Apply finish coat in accordance with Paint manufacturers vomit en instructions regarding coverage, application methods, and aori,cation temperature 00 NO T caulk nail heads wholl Ostfig C0101'PluG products, teller to the GolorPluS touch UP 50,00n n e3tCtCA ' 4U4JG nd 14 `5 I i L I 2C'I IT' 2 on t411'4 10 jnd 11(5 1 cj , ajj l,,; 1; Jt'u&Q V k I, t. ',1 t vrFaT!yN1,14, 15 T"Li ", 103 al j. ,)-,j3' Cj,". Q1 HUO 11Vri-15 R_N).j 12 3 Ttxa5 Utiinrurer t d lr'2zJJX! NOIJ ri tie ,,]I a A 6vL,,,'A iLi: ,'65 Ca 4a A N1 J andi.' jt.:f)frj UdkVA Oiq 3-1- t.ni 7'03 [ Ali r cipts r,ervae. Additimal Installation Infl)[Fla(ion, IM -QfA warranties, and Warnngs are ivaiiat:,;e at jamesHardie tia! ate UM 1"I I teg S'eT e j !!a jdr1X I I T'W;'jaIriesOardie. rain SF1203-P3/3 6/13 SILVER LINE WINDOWS AND DOORS SERIES 2723, 2724, 2728 GENERAL NOTES STRUCTURAL BEAM MULLION (IMPACT) L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE IFBCj, EXCLUDING HVHZ AND HAS BEEN EVALUATED WI W2 L ACCORDING TO THE FOLLOWING TA!,202-94 IFA B A B ASTM E330 4 4 4 4 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRNE/MASONRY AND 2X FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUC T LOADS 10 THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. i IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCKLA SIGN AND INSTALLATION IS THE RESPONSIBJLITY OF THE ENGINEER OR ARCHITEC T OF RECORD FOR THE PRCIJECT OF INSTALLATION 4 THE INSTALLATION DE TAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT AC T UAL CONDITIONS FOR A SPECIFIC SITE, IF SHE C ONDI (IONS CAUSE INSTALLATION TO DEVIATE ERUM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHiTECI SHALL PREPARE SI It SPECIFIC DOCUMENTS FOR USE WITH THIS DO{ UMENT IN NUN- HVHZ AREAS IN HVHC AREAS, ONE TIME PRQOL't I APPROVAL TO BE OBTAINED FROM MIAMI- DADE PERA. 5. MULLION & CLIP MATERIAL. At.UMiNUM 6005-TS & 6063-T6 (AS NOTED) 6. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL. 7_ SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONF IGURATiONS. AND DESIGN LOAD CAPACITIES. 8. IN ACCORDANCE WITH THE CURRENT FBCCH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES& TYPICAL ELEVATIONS 2 MULLIONS CROSS SECTIONS 3 ANCHOR CLIP CONFIGURATIONS 4 VERTICAL SECTIONS ANCHOR LOAD TABLES FOR 2723 ONE-WAY S MULLION ANCHOR LOAD TABLES FOR 2723 TWO-WAY 6 MULLION ANCHOR LOAD TABLES FOR 2724 ONE-WAY 7 MULLION ANCHOR LOAD TABLES FOR 2724 TWO-WAY 8 MULLION ANCHOR LOAD TABLES FOR 2728 ONE-WAY 9 MULLION ANC14OR LOAD TABLES FOR 2728 TWO-WAY 1 MULLION l 2 W( t 2 L B Wl A 4 B 4 l i L W1 I LW2 TYPICAL ELEVATIONS iNST RUCTIONS. 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2- CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO -WAY MULLIONS- ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE WAY MULLIONS. ASSEMBLIES CONSISTING OF MUL HI'L£ UNITS MULLED TOGETHER WITH MULTIPLE MULUONS REQUIRE USE OF I WO -WAY MULLIONS. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USJNG CHARTS ON SHEETS 6-10. S QUALIFifD CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WI THIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. SiivbyA L iNE SLAVE hA M1i DXfJE NiJN i ti F)HUNSVJitx, ti1WY YJ1 Z C NN Z C) , N w U V Q nim N Z _ CQC n ZQ CNC, p W ti q m W z z m w < a v r a REMARKS Y DATE 6TH FBC EDITION AG 10/'17 I11 U igilaly vgne t ."up, 4$p'. P E fl FG SS ONPL ! MFRYES f. NO. 7 euwt++c Dacus, aac I E DMa s l tLW sx DNOF 9EACf4Rra/EaxT. a ,wnppzanaa w M76 FOP FL6067 DATE: 10. 06.17 DWG. BY: CHK. BY SCALE: NTS DWG,J:: SWD014 SHEET OF 10 I SERIES 2723 TUBE MULLION 10011 SERIES 2724 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. SERIES 2728 TUBE MULLION Silver Line AndeSen Z - I c c] W¢ a REYSARKSBY DATE IT" I. EDITION AAG joil10/1, F 0 7 T Is, 0 ONAL 001M F. WRM IE iLDXDA p E ft 73"a DROM w n574 FL6067 DATE, 10.06.17 DWG, By I CHK, BY AG HFN SCALE NTS DWG. SWD014 jj OF 10 O N 0 5.50" MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING O fV 7.68" MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING Silver Line byAMeiten zo z^ z ry Z d a N W Q Z siccap2 _ W ti m c z w x^ `= w a REMARKS BY I DATE 6TH f8C EDITION AG 10/1 j 1U I i N)/III 13 9T , Eft" F 14KR0. 1.E FLCF M o f Ro 73 M WOW, DOOM w DN4 bEW4 R SJOW isvE aRT. a umarounow w m a FL p: FL6067 DATE: 10.06.17 DWG. BY-. CHK. BY: SCALE: NTS DWG.::: SWD014 OF 10 MULLION SUBSTRATE BY MiN, EDGE Di STANCE ANCHOR DETAIL S MULLION ANCHOR BRACKET 2722 1/4" MAX. MB. ANCHOR SCHEDULE SCREW EMBEDME EDGE SUBSTRATE INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION IN.) IN.) ANCHOR WOOD 8 14WOOD ANCHOR 1.5 0.75 BRACKET 2722 CONCRETE/ ANCHOR BRACKET 4 J" 0 ITW TAPCON 1.0 2.SO MASONRY 50- 2722 AWM ANCHOR 8 a° SELF -DRILLING SMS 3 THREADS 0.50 MULLION BRACKET 2722 NOTE NOTE HEAD, SILL AND IAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL SIMILAR DETAILS MULLION & CLIP ASSEMBLIES. SEE SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES, SUBSTRATE BY EXTERIOR II 11 INTERIOR I I I I VERTICAL MULLION ANCHOR II 11 MULLION BRACKET 2722 11 114'. MAX. II II MB, MIN. EDGE DISTANCE ANCHOR DETAIL S MULLION ANCHOR BRACKET 50-2722 HORIZONTAL TRANSOM MULLION MIN. EMBED i/ 4" MAX. II 11 1 Ie VERTICAL 4 i MULLION I I { I I I I l 11 u II II MULLION ANCHOR BRACKET 2722 VERTICAL SECTION S ALUMINUM MULLION SIDE VIEW -VERTICAL Silver Line gAnderscn p 2 03 M' z W C/ REMARKS BY I DATE 6TH FDITION i AG I 10/1; F Or', LCIRiU`',, 4 HEF11E4 f. /, w E, - 7 v.E iLa16DA OeuanueaRovs. a+e ze c aua.. ersm «w. E ax guar, xaa, ti zwo+ WE cui. a urniowzanow «>. m a FL FL 6f/ 067 DATE : 1l. l.06 17 DWG, BY CHK. BY: AG I HFN SCALE: NTS DWG.11 SWD014 SHEET OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 26.0 28,0 30.0 32.0 34.0 36.0 38.0 40-0 42.0 44.0 46,0 1 48.0 50.0 52,0 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100,0 100.0 100.0 100.0 26.0 100,0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 i00.0 100.0 100.0 100.0 100.0 100.0 100.0 30,0 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 34.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 36.0 100.0 100.0 100.0 1 1000 100.0 1 100,0 1100,0 100,01 100.0 1 100.0 100.0 100.0 100.0 1 1000 100.0 100.0 100.0 100.0 38.0 100.0 100.0 100,0 1000 1000 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 40.0 100.0 100.0 1000 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 4Z O 100,0 100.0 100,0 100,0 100,0 100,0 100. 0 100,0 100.0 100,0 100,0 10 0. 0 100,0 100,0 100,0 100,0 100,0 100,0 0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100,0 100.0 100,0 100.0 46.0 100.0 1000 1000 100.0 1000 100.0 100.0 1000 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 48.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 50,0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 1100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 54.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 1100,0 100.0 1 100.0 1 100.0 100.0 100.0 100.0 100.0 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 99.6 99.0 58.0 100.0 1000 100.0 100,0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80A 79.2 78.1 66.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 96.5 92.7 89.3 86,4 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100,0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 772 75.0 73.1 71.4 69.9 68.6 67.5 72i0 100.0 100.0 1000 100.0 100.0 95. i 1 90.3 86.1 1 82.5 1 79A 76.6 1 74.2 72.1 1 70.2 68.5 67.0 65.7 64.5 74.0 100.0 100.0 100.0 100.0 97.3 91.9 1 87.2 83.2 1 79.7 1 76.6 73.9 1 71.5 69.3 1 67,5 65.8 64.3 63.0 618 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6, INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2", HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. aaJo' Saw' CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". 0 0 CONCRETE SHALL BE MIN. 4000 PSI. o3115 METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN, 1/8" THICK 1 -4 Imo„ ALUMINUM 6063-T5. 2723 Silver Line wAndersen IiNE >I('E htIML UHIVf xonm "nuruswicn, Mi 3m 2 vA oJ ?' MULLION N m o G WF # MULLION-, Z < 5m2 - n Q O - 3 o ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 6TH FBC EDITION AG 10/17 ti5 F. o "' 4 .• • _Fp'o; 0 r 7QUALIFIEDANCHORCLIPS TAA ' pO'; 9C M04" F. MWARD. PX FLO P.E. Me 7J7I8 N DAMIA 6FAGN J]OD FEE M'' a •ungwL IqM M> ns7• MULLION ANCHOR BRACKET 2722 FL N: F L6067 ALUMINUM ( 6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING DATE: 10.06.17 DWG. BY CHK. BY AG I HFN SCALE: NTS DWG.#: SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 f OF 10 ALUMINUM ( 6063-T6) NJ FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 26.0 1 28.0 30.0 1 32.0 1 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100,0 1 100.0 1 100.0 100.0 26.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100,0 100.0 1000 28.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 1000 100.0 100.0 100.0 100.0 30.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100 0 100.0 100.0 100.0 100.0 990 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 96.5 92.8 34.0 1000 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 36.0 100.0 100.0 1100,0 100.0 100.0 100.0 100.0 100.0 100.0 1100,01 100.0 100.0 100.0 97.5 93.2 89.3 85.8 1 82.5 38.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 96.7 92.3 88.3 84.6 81.2 78.1 40.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 1100,0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80A 77.2 74.2 42.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 44.0 100.0 100.0 1000 100.0 100.0 100.0 100,0 100.0 100,0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 763 73.0 69.9 67.1 64.5 48.0 100.0 100.0 1000 100.0 1000 100,0 100.0 100.0 946 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59A 52.0 100.0 100,0 1000 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67,5 64.5 618 59A 57.1 54.0 100.0 1000 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 1 75.2 71.5 68.1 65.0 62.1 596 57.2 55.0 56.0 100.0 1000 100.0 100.0 1000 98.4 919 86.1 81.1 76.6 72,5 68.9 65.6 62.6 59.9 57A 55.1 53.0 58.0 100,0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55A 53.2 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85,8 80.4 75.7 715 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 62.0 100.0 1000 100.0 100,0 95.8 88.9 83.0 77,8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 519 49.8 479 64.0 100.0 100,0 100.0 100,0 92,8 86.1 80A 75A 70.9 67.0 63.5 60.3 57A 54.8 52A 50.3 48.2 46A 66.0 100.0 100.0 1000 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61,6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1. 47.9 45.9 44.1 42.4 72.0 100.0 100.0 97.5 89.3 112.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 4117 46.6 44.7 42.9 41.2 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 5Z9 54.9 52.2 49.7 47A 45.3 43.5 41.7 40.1 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line MAnde'rseii tlNt. iIi VE Nt N( DhiY4 NUNiH NkUNSw ICK, N16tl901 Z x N p mUIIION n Sc ti x Z - m a Z MULLION wz ry K O OJ a + 3 N m a o hm wx u n aV a1 i r wx I- wz REMARKS BY DATE 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH 2 g F. QUALIFIED ANCHOR CLIPS y v TQT ' a NAt O•CS i. "ORUQ p.E itORIDA P. "e 73l1• a.nwc oxas. nc oµu eua, n awa MULLION ANCHOR BRACKET 2722 iBPE EEMT. a "INOWAT " mn F`# ALUMINUM(6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 DATE. 10.06.17 DWG. BY. CHK BYzoo. azso'. 0- AG I H F N SCALE: NTSos75 DWG.#: SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM (6063-T6) OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS IONE-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 F20,0 F22.0 24.0 26.0 28.0 30.0 32.0 34.0 1 36.0 1 38.0 40.0 1 42.0 1 44.0 46,0 48,0 50,0 52.0 240 1000 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 26,0 100.0 100.0 1000 100.0 100.0 100,0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100 0 28.0 1000 1000 1000 1000 1000 100.0 1000 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 1000 100.0 1000 100.0 1000 1000 100,0 1000 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 1000 32.0 1000 1000 1000 100.0 1000 1000 1000 1000 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 34.0 100.0 1000 1000 100.0 100.0 1000 100,0 1000 100.0 1060 100.0 100,0 1000 100.0 100.0 100.0 100.0 100.0 36.0 100.0 1000 1000 1000 1000 100.0 1100,0 1100,0 1000 1000 1000 1000 1000 1000 1000 1 1000 100,0 1000 38.0 1000 1000 100.0 1000 1000 1000 100.0 1000 1000 1000 1000 1000 1000 100.0 1000 1000 100.0 1000 40.0 1000 1000 1 1000 1000 1000 1000 100.0 100 0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 1000 100.0 42.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 100A 44.0 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 46.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 1000 48.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 50.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 52.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100,0 1000 100.0 100.0 54.0 1000 100.0 1000 1000 1000 100,0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 1000 100.0 56.0 1000 100.0 100.0 100.0 100.0 10001000 1000 100.0 1000 1000 1000 1000 100.0 100.0 100.0 99.6 990 58.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1 1000 11000 1000 99.3 1 975 95.9 94.6 93.6 92.8 60.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 991 965 94.2 92.3 90.7 89.3 88.2 87.3 62.0 1000 1000 1000 1000 100.0 100.0 100.0 1000 100.0 97.5 94.5 91.9 89.6 87.7 860 4. 883.4 82.5 64.0 1000 100.0 100.0 100.0 1000 100,0 100.0 100.0 96.6 93.2 90.3 877 85.5 83.5 81.8 0.4 79.2 78.1 66.0 100.0 1000 100.0 100.0 1000 1000 1000 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 6 6 75 3 742 68,0 100.0 1000 1000 100.0 1000 1000 97 1 928 890 85.8 82.9 80.4 78.2 76.3 74.6 3 11699 71 8 70 7 70.0 100.0 100.0 1000 100.0 100.0 98.4 93.6 89.3 85.7 825 797 77.2 75.0 73.1 71.4 68.6 675 72.0 100 0 100A 101 0 100 0 100 0 95 1 90.3 86.1 82 5 79.4 76.6 74.2 72.1 70.2 68.5 7 0 65.7 645 74.0 100010001000 1000 97 3 91,9 872 832 797 762 730 702 677 655 635 1.8 60 2 58.9 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/21. CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line 3Arui seii iNtt S SVE Y.(tN 'u'HIYk uxm ar:un+sves;K nt m e O MULLION MULLION Q C O V/11W Z) 2b m a II JII I ti r Wi _ KL -y } f REMARKS BY DATE ONE-WAY MULLION DIAGRAMS 16THFBCEDIT10N A6 10/1; QUALIFIED ANCHOR CLIPS P 0. 7§" o , T T, tjF k w441 1[MI[S V. NORM RE iK1ew t IV.E. Ro ,cwEr•+c E, 3" e sae E onRu 4KC Rw. f zwanearnnvoa MULLION ANCHOR BRACKET 2722 raPc CO". a wnnmunw w zw78 FL a: F L6067 ALUMINUM (6063-T6) I FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 7 DATE: 10.06.17 DWG BY, AG x BYCHHFN SCALE NTS Dwc a SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM (6063-T6) j' OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Muil W - Tnbutary Width (in) Length (in) 18.0 20.0 22.0 24-0 26.0 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100 0 100 0 100A 1009 100 0 28.0 100.0 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 30.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 1000 1000 990 32.0 100.0 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92 8 34.0 100,0 1000 1000 1000 1000 1 1000 1000 1000,1000 100.0 1000 11000 100.0 1000 987 94.6 1 908 87.3 36.0 100.0 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 100.0 11000 100.0 975 93.2 89.3 1 85.8 82.5 38.0 1000 100.0 10001 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 846 81.2 781 40.0 100.0 1000 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 1000 96-5 91 9 877 83-9 804 77.2 74.2 42.0 1000 1000 1000 1000 1000 1000 100.0 100.0 1000 100.0 96.7 91.9 875 83.5 799 766 735 70.7 44.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 97.5 92.3 877 835 79.7 76.3 73.1 70.2 67.5 46.0 1000 1000 100.0 1000 100.0 100.0 100.0 1000 98.7 93.2 88.3 83.9 79.9 76.3 730 699 671 645 48.0 1000 1000 100.0 1000 1000 100.0 100.0 100.0 94.6 89.3 84.6 804 766 73.1 69.9 67.0 64.3 61.8 50.0 1000 100.0 100.0 1000 1000 1000 1 1000 96.5 90.8 85.8 81.2 772 73.5 70.2 67.1 64.3 61.7 59.4 52.0 1000 100.0 100.0 1000 1000 100.0 99.0 92.8 87.3 82.5 78.1 742 707 675 64.5 61 8 59.4 57.1 54.0 100.0 100,0 1000 1000 1000 100.0 953 893 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 550 56-0 100.0 100.0 1000 1000 100.0 98.4 91 9 86.1 81.1 76.6 72,5 68,9 656 626 59.9 57.4 55.1 53,0 58.0 1000 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63A 605 57.9 55.4 532 51.2 60.0 100.0 100.0 1000 1000 990 91 9 858 804 75.7 71.5 677 64.3 61.3 585 55.9 53.6 51.5 49.5 62.0 100.0 1000 100.0 1000 958 889 830 778 732 69.2 655 62.2 1 59.3 566 54.1 51.9 49.8 47.9 64.0 100.0 1000 1000 1000 92.8 861 804 75A 70.9 670 635 60.3 57.4 548 52.4 50.3 48.2 46.4 0 100.0 100.0 100.0 97 5 90.0 83.5 780 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 468 450 0 100.0 1000 1000 94 6 87.3 81 1 75 7 70.9 66.8 63.1 593 56.8 541 516 49.4 473 45.4 43.7 70.0 1000 100.0 100.0 91.9 84.8 78.8 73.5 68.9 649 61.3 58A 55.1 525 501 479 459 441 424 0 100.0 100.0 97.5 89.3 82.5 76.6 715 670 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 429 41.2 74.0 100.0 100 0 94.8 86 9 802 74 5 1 695 1 652 1 61.4 57.9 549 522 49.7 474 45.3 43.5 41.7 40.1 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #t12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line tJNE Si IV t hliNt llPNE f :H ri f4VN k Y".N`1Ut CAD Z. N Z) d v 0 w MULLION n Q C MULUON w h ati n i REMARKS 8Y DATE ISTH FBC EDITION AG 10117 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH="- z F. 0 QUALIFIED ANCHOR CLIPS v $T T i a A0 1/4 A,r <u SS ON 111 rEAlES P. MO-M P E ii016DA III W 13M Su&DMO MOPS, NO LID&1 11}! YEKll ]ODi rsv[ MT .w nMw. M78 MULLION ANCHOR BRACKET 2722 FL u FL6067 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING DATE 10.06.17 DWG BY CHK BY AG HFN SCALE NT',S ssc- owG.rt. SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 ot OF 10 2724 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 2*0 26.0 28.0 30-0 32.0 34-0 3&0 38.0 40.0 1 42.0 1 44.0 46.0 48.0 50.0 52.0 2*0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100 0 100 0 100 0 100.0 100.0 100.0 26.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 28.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100,0 100.0 100.0 100,0 100.0 1000 1000 30.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100 0 100 0 100 0 100 0 100.0 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34.0 100.0 100.0 100,0 100.0 100.0 1000 100.0 100,0 100.0 100.0 100.0 100 0 100.0 1000 100.0 100.0 100.0 100.0 36.0 100.0 100.0 100.0 1 1000 100.0 1 100.0 11000 10001 1000 1 100.0 100,01 100,0 100.0 100.0 100.0 100.0 1000 1000 38.0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100,0 100.0 40.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 44.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100A 100.0 100.0 100.0 100,0 100.0 100A 46.0 100.0 100.0 100.0 100,0 100,0 1000 100.0 1000 1000 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100,0 48.0 100.0 100,0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100,0 100.0 1000 100.0 100.0 100 0 100.0 100.0 100.0 50.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100 0 100 0 100.0 100.0 100.0 100.0 52.0 1000 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 54.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 1000 100.0 100.0 100.0 100.0 100.0 99.6 99.0 58.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100,0 100,0 99.3 97.5 95.9 94.6 93.6 92.8 60.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1000 991 96.5 94.2 92.3 907 89.3 88.2 87,3 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97,5 94.5 91.9 89.6 87.7 860 84.6 83.4 82.5 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81.8 80A 79.2 1 78.1 66.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.5 92.7 89.3 86A 83.9 81.7 79.7 78,0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100 0 100,0 100.0 97.1 92 8 890 85.8 82.9 80A 78.2 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100 0 100 Q 100.0 100.0 98 4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71 A 69.9 68.6 67.5 72.0 100.0 100.0 100.0 1 100.0 1000 95.1 1 90,3 1 86.1 1 82.5 79A 76.6 74.2 1 72.1 1 70.2 68.5 67.0 65.7 64.5 1,QU, 100.0 100.0 1 100.0 1 97.3 1 91.9 1 87.2 1 83.2 1 79.7 1 76.6 1 73.9 1 71.5 1 69.3 1 67.5 65.8 64.3 63.0 61.8 Silver Line wAnderseii 1NE SitV£FtINE pNiVE NL1H i N bHUNZWii N. IJ U1YO1 2 v Eo o z Nj MULUON c Q 0 c « ry U G 19 s MULLION N 3 m I 0 A n a r z REMARKS BY DATE ONE-WAY MULLION DIAGRAMS 6TH FBC EDITION AG 10/17 MULLION 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. QUALIFIED ANCHOR CLIPS 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 6. INSTALLATION SUBSTRATES: ALUMINUM {6063-T6) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL BE MIN. S.G.=0.5S. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF o:ar 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. oars METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ; MULLION ANCHOR BRACKET 50-2722ALUMINUM6063-T5. 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING 0_ 7 s F. rNO'i 7§ t 0APr' ONAtt+ HDbIES E WREM P.E. ILOFWA P.E, Re 73]M 11 n mom w 3Y0 L "AD/iJM 8E2 iEp1tBE3W3J3]• MPE =7 Ei AUINpNUi1Q1A Nw 2078 EL F L6067 DATE: 10.06.17 DWG. BY CHK, BY: AG I HFN SCALE: NTS DWG.n: SWD014 SHEET j OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSf): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 1 22,0 24,0 26.0 1 28.0 30.0 1 32.0 1 34.0 36,0 38.0 40.0 42.0 1 44.0 46.0 1 48.0 1 50.0 52.0 24.0 100.0 100011000 1000 100A 1000 1000 1100011000 100.0 1000 100.0 1000 100.0 1000 1000 1000 100.0 26,0 1000 1000 1000 100 0 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 1000 100 0 100 0 100.0 28.0 100,0 1000 100 0 1000 1000 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 100.0 1600 1000 30.0 100 0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100A 100.0 100 0 100.0 100.0 100.0 100.0 100.0 990 32.0 1 100.0 100.0 1000 100.0 100.0 1000 100.0 1000 1000 1000 100.0 1000 100.0 1000 100.0 100.0 96.5 92.8 34.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 98.7 946 90.8 873 36.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 975 932 89.3 85.8 82.5 38.0 100.0 100.0 1000 100.0 100.0 1000 1000 1000 1000 100 0 100.0 100,0 96.7 92.3 883 84.6 81.2 781 40.0 1000 100.0 1000 100.0 1000 1000 1000 1000 1000 100.0 1000 96.5 91.9 87.7 83.9 804 77.2 74.2 42.0 100.0 1000 100.0 1000 1000 1000 100.0 100A 100.0 100.0 96.7 91.9 875 835 79.9 76.6 73.5 70.7 44.0 100.0 1000 1000 100.0 100.0 1000 1000 1000 100.0 97.5 923 87.7 835 797 76.3 73.1 702 67.5 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 987 932 88.3 839 79.9 76.3 73.0 699 67 1 64 5 48.0 1000 1000 100 0 1000 1000 1000 100.0 1000 946 89.3 84.6 80.4 766 731[ 579 67.0 64.3 61.8 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 908 858 812 77.2 73.5 70.2 643 61 7 594 52.0 100.0 1000 1000 1000 1000 1000 990 928 87.3 82.5 78 1 74.2 707 675 61.8 594 57.1 54,0 1000 1000 1000 1000 1000 100.0 95.3 89.3 84 1 794 75 2 71 5 681 650 596 572 55.0 56.0 1000 1000 1000 100.0 100.0 984 91.9 861 81 1 76.6 72.5 689 656 626 574 55.1 530 58.0 1000 100.0 100.0 100.0 100.0 95.1 88.7 832 783 739 70.0 665 63.4 60.5 554 532 512 60.0 1000 1000 1000 1000 990 91 9 858 804 757 71.5 677 643 61.3 585 536 51.5 495 62.0 1000 1000 1000 1000 958 889 830 778 732 692 655 622 593 566 51 9 49.8 47.9 64.0 1000 100.0 1000 100.0 92.8 861 80.4 75.4 709 67.0 635 603 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 100.0 1000 97.5 900 83.5 78.0 73.1 688 650 61 6 585 55.7 53.2 50.8 48.7 468 45.0 68.0 1000 1000 100.0 946 87 3 81 1 757 70.9 66.8 63 1 59.7 56.8 54.1 516 49 4 47.3 45.4 437 70,0 1000 100.0 1000 91.9 848 78.8 735 68.9 64.9 61.3 580 55 1 52 5 50.1 47.9 45.9 1 44.1 42.4 72.0 100.0 100.0 97.5 89.3 82.5 76.6 71.5 670 631 59.6 56.4 1 53.6 51.0 487 466 44.7 42.9 41.2 74.0 100A 100 0 94 $ 86 9 80.2 74 5 69 5 65 2 61.4 57.9 54.9 522 49 7 47.4 45 3 43 5 41.7 40.1 TRIBUTARY WIDTH = Wi2wz TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPSCLIPDETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 6, INSTALLATION SUBSTRATES: ALUMINUM (6063-T6) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL BE MIN. S.G.=0.S5. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF. 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. o :oc CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2".-- CONCRETE SHALL BE MIN. 4000 PSI. s METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. MULLION ANCHOR BRACKET 50-2722 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING Silver Line rAnddersen ii HE S3tY£NUNE UNIYE xraaxuM .wn,. 2o v% z= v ? NaQ o z m w w a a 1 6TH FBC EDITION I AG 110f17 1 AO 111111 ME'i01C5 f. WPM 14 ROMA P.E. xa 73771 0 E Mom I ]]9 IT w BEwG,. i1 .U00 nPE axr. a m>• FL;; F L6067 DATE 10.06.17 DWG. BY: I CHK, BY. SCALE- NTS oWG.0 rWr)01d OF 10 C ,J SILVER LINE WINDOWS AND DOORS V1 SERI ES170 SERIES PICTURE & FIXED SPECIALTY WINDOWS (294012950) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 101/152/A440-11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3, 1X AND 2X BUCKS 4WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AH), 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES & GLAZING DETAILS 2 ELEVATIONS & ANCHOR LAYOUTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 72.0" X 74.0" SINGLE PICTURE 50/-50 PSF NON -IMPACT 96.0" X 54.0" SINGLE PICTURE 50/-50 PSF NON -IMPACT 72.0" X 82.0" SINGLE PICTURE 50/-50 PSF NON -IMPACT 76.0" X 62.0" TWIN PICTURE 50/-50 PSF NON -IMPACT 95.0" X 48,0" TWIN PICTURE 50/-50 PSF NON -IMPACT 95.5" X 74.0" TWIN PICTURE 35/-35 PSF NON -IMPACT 85,5" X 94.0" TWIN PICTURE 30/-30 PSF NON -IMPACT 95.5" X 84.0" TWIN PICTURE 201-20 PSF NON -IMPACT 107,75" X 74.0" TRIPLE PICTURE 40/-40 PSF NON -IMPACT 107,75" X 48,0" TRIPLE PICTURE 50/-50 PSF NON -IMPACT i i 41164"11-A. INSUTATEDG1A55 fXffwR INTERIOR 112" MIN.GIASS 0 BITE GLAZING DFTAII GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM £-1300 GLASS CHARTS REQUIREMENT tAndersen ffl ONE Stt VE0.Uti[ OA Vf NUNTH bkUNSWii N. NI VKJ02 bGi 23R RI[& Ob k Q Z= A,oc n o E7zOz_ oti o q - 03 5 z h W OZtiry Q N Zw cc r mo ` n a REMARKS 8Y DATE 6TH FBC EDITION fM 1011 Jiggally 51g119Q QT} 4,F. N...... PEE 7T qF a _ 4" G `. s/ONAL E6 ,. FLOWDA V wa n))G OL.Xlm aeov w Jf0 E DNNBCACM. rBEACH8lW 3l0 oAraAtr' Bv[ =7. OF A'MOpUT - Mn FL q. FL14918 DATE. 09.28.17 DWG BY CHK. BY' a FN SCALE. N 1F HS DWG. A, C1A/I1t1')1 F UNIT MAX. HEIGHT 82,0" HE 5 UNIT MAX, WIDTH 72.0" 0; VITll If lay 6" FROM 11*11" MAX, CORNER JTYP.) (TYP,) 15,5"MAX, lAAX, HT Y, 6,0"FROM J— CORNER (TYP.) AAX HT ANCHOR LAYOUT THROUGH FRAME 2 0" FROM 1 r CORNER JTYP.) i 1-- 4" MAX. (TYP.) 4" MAX. (TYP.) M CORNER JTYP.) T ANCHOR LAYOUT NAIL FIN Silver Line byAndemh m NI— K N) 1z' z cs 01 O REMARKS I BY 1DATE 6TH F8C EDITION I FMI10/1 F O T T trz NAl- FLORIDA P.E. ft 7J W&D" DAWr BiC 388 E DAPAA BEACH 8LVJk C—A BEACH. FL & FBK CEHI, Of AUTHORgAr4N ft M70 FL# FL14918 DATE 09.28.17 DWG. BY: I CHY- BY L HFN SCALE NTS DWG, $V ',W no? 1 OF 5 U N HE 8 UNIT MAX, CLOMAX WIDTH 107.75" A-'\ WIDTH 31,12' 17 q v UNIT MAX. HEIGHT 74,0" ei ELEVATION ---] VIAX, HT rC-"\ D.L.O. MAX. HEIGHT 4" 1 10" FROM 4" MAX, (TYP.) CORNER (TYP.) ---i I-- IAX. JTYP.) L2" FROMrnpwp TYP.) ANCHOR LAYOUT NAIL FIN 4" MAX. (TYP.) 20" FROM CORNER (TYP.) T- 10" FROM CORNER (TYP.) I 1 4,0" MAX. (TYP.) ANCHOR LAYOUT NAIL FIN Silver Line byAo&rsen o o o 5, 0 REMARKS BY LATE 6TH FBC EDITION I FM I I0/2 f0=11=DIL'ot 3M FL# FL14918 DATE 09.28.17 DWG. BY CHK BY, CL I HFN SCALE: NTS DWG, # (;\A/Dn?l W) I ( W) 1 ( W) H)n H) (H)(H)) I- I I-k j L J W)'f—(W)-- i { W) T r'(W)-1 W)y1 UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, & ANCHORAGE ARE PER DETAILS SHOWN HEREIN. ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR AREAS AS SHOWN. MAXIMUM W = 53" MA IMUM H = 73" MAXIMUM DP = +/- 55 PSF w)-t - H) ( W) I H) T NOTE: WINDOW WIDTH )W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. ANCHOR SPACING SHALL NOT EXCEED THOSE SHOWN FOR LONG OR SHORT LEG OF UNIT. Silver Line byAndersen c>tittiJ .n ffl' 4;4'rk Y.tAE: ()XIY itif4S Wi..: , `a!<d 3J2 H fttiviizA.4ifi O 4 Z - N O o g z4 0 W Q w U O Qm Tn O wQw< 4 N F Zfn REMARKS flY DATE bTH FBC EDITION Fm 10/1 DATE: Uy,ZZS. Z DWG. BY: CHK. BY: SCALE NTS oWG. a. SWD021 SHEET LAZING L SHEET I INTERIOR LAZING IL SHEET I VERTICAL SECTION AZING SHEET 1 INTERIOR Silver Line byArAl6men m 2 I 6TH FOC EDITION I FM 1101171 GLAZING JL SHEET I F o z 78/ TT 9/0 NN- MOM P-E ft 737n c cl— WXH "Llo I FL# ; F L; 9; 1 4 9 189r.A#T,E: 09.28.17 HII BY VERTICAL SECTION I SCALE NTS I I D-1 . SWD021 SHEET SEE GLAZING - SEE GLAZING DETAIL SHEET 1 DETAIL SHEET I D,L,O - - - - - - - - MAX. FRAME WIDTH EXTERIOR Cl HORIZONTAL SECTION iB1 HORIZONTAL SECTION 4 FRAME JAMB INTEGRAL MULLION POST W / REINFORCEMENTS SEE GLAZING SEE NOTE I DETAIL SHEET I ' IIrl INTERIOR E3 In 1 71 ing;;; D.L.O. I EXTERIOR L C.L.O, MAX. FRAME WIDTH HORIZONTAL SECTION INTEGRAL MULLION POST SEE GLAZING DETAIL SHEET I rC-- HORIZONTAL SECTION 4 FIN JAMB NOTE I HORIZONTAL SECTION 15 ONLY FOR RATINGS 107,75" X 48.0", TRIPLE PICTURE WINDOW, DESIGN PRESSURE +50/-50 96,00" X 48.0", TWIN PICTURE WINDOW, DESIGN PRESSURE 50/-50 byAndersen m 11W 1110-M 0-t 0. IN MIN—l-, .1 —11 I, K p Z I Cv zO C) c lu z 0 I 6TH FBC EDITION I FM 110/171 oil $ T Al- 111:1 FLOFWA P.E . 7374 o o DRon BK DMU KACH 8 W BUM, IL mm FL# FL14918 DATE09. 28.17 DWG. BY CHI(, By Cl I HFN SCALE: NTS DWG, #, SWD021 SHEET MIN. EMS. SUBSTRATE BY OTHERS MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE j EXTERIOR INTERIOR A ANCHOR DETAIL S NAIL FIN {HEAD) NOTE: SILL AND JAMB HAVE SIMILAR DETAILS MIN, EDGE DISTANCE SUBSTRATE BY OTHERS MIN. EMS. MAX. SHIM SPACE EXTERIOR )Of- - INTERIOR ANCHOR DETAIL S THROUGH FRAME)HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN EUUE WOOD MIN SG = 0.55 10 WOOD SCREW 1,5" 0,75" METAL: 18 GAUGE 3 THREADS MIN Steel, MIN. Fy = 33KSI 10 TEK SCREW PENETRATION BEYOND 0.75" THROUGHFRAME METAL CONCRETE fc = 300OP I 1/4" ITW TAPCON 1,75' 2,5" MASONRY: CMU per 1/4" ITW TAPCON 1.75" 2.5" ASTM C90 fc=2000PSI WOOD MN = 8 WOOD SCREW 7.5' 0.75' NAIL FIN METAL. 18 GAUGE Steel. MIN. Fy = 33KSI 8 TEK SCREW PENETRATION BEYOND 0.75' NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN i" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4" MIN. EMBEDMENT + - 1 112" MJN, EDGE III DISTANCE 2" MIN. EDGE DISTANCE 11 ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 11 E., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH{MIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINT$. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. Silver Line MArAersen ffl' JNt StIYIKINI D W NORiH HNVNSWICK, Nt 90! 0 w u 4 Q Zw T3m o z q oO ai otiz4 W nacre o z az rm w ti 1 6TH FBC EDITION 1 FM 1 10/171 YYB11111 NJJJ7j' v. T^T rz' P ' w4U ONA4 , '' wg P.E ilERDA P.E W 737" Bulnn.c DROM m 3" E. WIN BEACH BUR. B 3" DANA Tmo R 3300/ rBPE CEA7. a -AunmBuno. W zBs7s FL #. FL14918 DATE: 09.28.17 DWG BY: CHK. BY: CL I H F_N_ SCALE: NTS DWG # SWD021 OF S INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±i!2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 11E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCR.£WS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 5. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE LS SELFTAPPINGSCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN, 3/8" EDGE DISTANCE- 7. THROUGH FRAME INSTALLATION: FOR ; NSTALLATION INTO WOOD FRAMING USE 7l10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAWETER'. WTAPCONS Of SUFFICIENT LENGTH TO ACHIEVEE 1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN, 1 3/4" EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE Nl0 SE LF TAPPING SCREWS OF SUEFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECiF LED BY THE ANCHOR MANUFACTURER. 14- INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GROUT - FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20M PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI- D. HOLLOW BLOCK CMU UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI- MINIMUM WALL THICKNESS OF 47. 8 MIL (0,0478" or 18 GAUGE). MIN- 1/2" EDGE DISTANCE- F. ALUMINUM MINIMUM ALLOY 6063 IS. MINIMUM WAIL THICKNESS OF 1/16"- MIN. 112" EDGE DISTANCE, SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE BTH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING'. AAMA/WDMA/ CSA 101/15.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION_ 4 THE JNSTAIIATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI DADE RER OR AHT 5_ APPROVED IMPACT PROTECTVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL. PVC 7_ IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SHALT HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEETS THE REQUIREMENTS OF ASTM'c 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUT5 4 VERTICAL& HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL & HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, A GLAZING DETAIL MAX OVERALL. SIZE COiJPIG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT36" 84" O/X 35 / -35 PSF NON IMPACT 38" 66" O/X 501 -50 PSF NON IMPACT 38" 74" O/X 501 -50 P5F T40N IMPACT 38" 77" O/X 35 / -35 PSF NON IMPACT 44" 62" O/X 50! -50 PSF NON IMPACT 48" 72' O/X 35 ! -35 PSF NON IMPACT 48" 84" O/X 20 / -20 PSF NON IMPACT 52" 72" O/X 25 f -25 PSF NON IMPACT 36" 83 75" O/X (ORIEL) 35 / -35 P5F NON IMPACT 48" 96, O/X (ORIEL) 20 / -20 PSF NON IMPACT 72" 62" O/X-O/X 35 / -35 P5F NON IMPACT 72" 84" O/X-O/X 35 / -35 PSF NON IMPACT 76" 62" O/X O/X 50 / -50 P5f NON IMPACT 76" 72" O/X-O/X 50 / -50 PSF NON IMPACT 76" 771' O/X-O/X 25 / -25 P5F NON IMPACT 80" 74" O/X-0!X 35 / -35 PSF NON IMPACT 96" 74" O!X-O/X 30 /-30 P5F NON IMPACT 108" 62" O/X-O/X-O/X 50/-50 PSF NON IMPACT 108" 72" O/X O/X-O/X 50 / -50 P5f NON IMPACT 108" 84" O/X-OIX-O/X 25/-25 PSF NON IMPACT DgIWIF -j— d G/ Hermes F NOtero. P E Rea,° I am appr.v q IPo d--nl FL#: FL19715 D.Iz201706. 15 16 11 01 -0400' SilverLine hAndersen N ADDA' 4•DDOAS ONE 5. lvERi:s.X pui YE NaaTH sa: misma. w o=aoz v-r. lr9z) aJ5-loco JK yr- j c--W 11111LTIS i Q T p ON 3 = S V Z 0 o u DWG #: SWD002 SHEET: 1 OF L MAX. FRAME r---,-----------_..._.. MAX. FRAME Silver Line WIDTH 48" 1nf EiE L'FSE'ilWIDTH48" E 8 E 4 4 4 5 I i fit£ SS1YC R(. UJE DR?VE NQRTN BRUN5WIC[ W ON90i N ,152} a35iW0 Fa PP 5 5 u m w m Q a 4 { 4 4 4 v Q uj n 1t1 p Z N 3ZO u LL S MAX. FRAME MAX. FRAME HEIGHT 96" HEIGHT 96" w ' '' > QUALIFIED CONFIGURATIONS o < N Z w mot ARCH TOP CONFIGURATIONS FOR ALL 29034901 X RATINGS, SINGLE UNIT CONFIGURATIONS' X,. ca 1- 4 4 5 4 5 T CD J ELEVATION ELEVATION SINGLE HUNG WINDOW WF SINGLE HUNG ORIEL WINDOW O H z r vm H n zHZMAX. FRAME MAX. FRAME u WIDTH 96" WIDTH 108" V 4 5 B E9E QUALIFIED CONFIGURATIONS 4 5Lu ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS F 144 f4 MAX. FRAME HE26HT 74" MAX. FRAME i y••* R 4 i3 HEIGHT 84" 22jNIF11#333L* T w ^ m m Z A D qn/ Zi 4 5 a o; S S u Z ELEVATION 4 5 ELEVATION DW& # U TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5002A, DO0 SHEET: 2 of 6 Ou D O" 7 D 7 D 7 i 1 2" MAX. FROM — CORNERS L 11" MAX-J O.C. 11" MAX. O.C. 2" MAX FROM CORNERS I 3 TE 4a"r 62 NZTS IT 015 YSF 1.11 &E A1s 140R£D — 6O C AT — n D..nMS. Z111 ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2" MAX. FROM 4 1/2" MAX. CORNERS O.C. 4 1/2' O( MEi E7: m:] 2" MAX. 1 ) _ 4 1/2' MAX. FROMJO C CORNERS ANCHOR LAYOUT NAIL fIN -TWIN SINGLE HUNG WINDOW 6" MAX FROM -_ 1 200G MAXCORNERS . 6" MAX. FROM (-- CORNERS 1 20" MAX. O G. 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/2 MAX. o. C. 6" MAX FROM CORNERS r 72 3/4" MAX. O. C. I" MAX. 6" MAX. FROMjjOC. CORNERSy( 1 6" MAX O. C. 1" MAX 1 FROM J CORNERS y I 6" MAX. O C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM I- ( 12" MAX. CORNERS O.C. I 16 1/2" MAX. O. C. ANCHOR STRAP 6" MAX. J P/ N 50-2995-2 FROM J SEE SHEET FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I I ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW Silver Lino 6±' t11Et[#E?ISE'.1T 1 rig If POWi•DOOpSi Oh E S:LYEk It.V- DPSYE J NOOTN BAVN5WSC%. W U99n2 vN U3z5 aas-man li nD ZMo V; O Q z 3guova moo` z of S Z T tQam h < D H 4 Q m 2 Lv ID cz M 4 auj cc 4 Q .D T N v J z V Z 0v H d " sx O LLJ w o fl"" I'z W`n 3 u Z v V) DWG #: SWO002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR 1 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 SEE GLAZING OETAIL, SHEET 6 1 O A. UNIT HEIGHT 1 1/2" MIN. EMBEDMENT a• • a 1 i INTERIOR g-\ VERTICAL SECTION a J HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL. SHEET 6 _\ TTEXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS j EXTERIOR FINISH j BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS 3/8" MIN. EDGE DIST. 1/4" MAX. 1/4" MAX. SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 6 INTERIOR EXTERIOR OA UNIT WIDTH MIN, 3/8" EDGE DISTANCE MIN, 3THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR ETAL STUD BY OTHERS, EE SHEET 1 INSTALLATIONNOTE14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION I 4 JAMB - METAL STUD SHIM SPACE MAX. NAIL FIN HI 3/8" MIN. EDGE DIST. P • a a CONCRETE/ MASONRY BY OTHERS 1 1/2" MIN EMBEDMENT VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN Silver Lino rUxllrv t 1 N"T14&QU 5W14% W 08w? PH. (752).35 IOW v 3 a z v °O Z in F O a Z a n m N'3oo ovP w a =o z m¢ x N W U m H Z Q mua H w m a 2 w rn wFa0 911 T w ^ m n m Z in o Q 3 v 2 u Za DWG #: SWD002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS ' CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT _ BY OTHERS / 1 O.A. EXTERIOR { / UNIT \ HEIGHTSEE GLAZING 1 DETAIL, SHEET 6 J/ 3/4" MIN. EDGE DISTANCE y( 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX. CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2" MIN DETAIL SHEET 6 EMBEDMENT INTERIOR p 1/4" MAX. SHIM SPACE , INTERIOR VERTICAL SECTION S HEAD - 2K WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR \ INTERIOR ANCHOR STRAP, AT TWIN d TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. 1/4' MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS EXTERIOR FINISH 1 1 1/4" MIN. BY OTHERS EMBEDMENT PRECAST SILL BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 13/4"MIN' ° EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME EXTERIOR MIN. 3THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 112" EDGE DISTANCE 10 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS O.A. UNIT { WIDTH F HORIZONTAL SECTION l 5 %JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000 FRAME, HOLESPROVIDE, 20000- 2 0000- TO ACCOMODATE #14 DIA. 0.500 0.0620 4 0.5000 ) 2.3750 SilverLir* 1nf1UM E'FSi'_71 ONE IUIE2l D—E NORFH BRUNS WZCX NI U88D2 s. {T52i a35iCC0 kj ao g 3 H^ Q a v 'o z n 1wO O 3 z o Nz oo =LL iwy j v Zm4 c S Q,n T paw x V) ZwvmH ainpa Z w m n Z Lu v) q F w @» a m a wF- v p ,6 07500(2)—{-3.0000(2)—l6.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO C PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS. A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. 8, FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR, 5, PER STRAP. MIN 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-112" EMBEDMENT, MIN. 1" EDGE DISTANCE. T cO z +n 3 = 2 v Z O p U n DWG #. SWD002 SHEET: 5 OF L Silver line NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY, WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. INTERIOR ONE SILAkL n4E 3Rz ri N THBF-1W11[, NJOs901 5/8" O.A. LG. GLASS F ov g3mo ZH"'c < c p `n' o snFo EXTERIOR INTERIOR p Z QN Q `nM a EXTERIOR ' INTERIOR u. Z m 1 MIN. GLASS z 0 T ,Q N + z ' Q w m C° SMALL' FRAME — 'LARGE' FRAME BITE 1/2" a REINFORCING EXTERIOR REINFORCING N o r a SEE BELOW FOR REINF. SEE BELOW FOR REINF. 1/8" SETTING BLOCK mREQUIREMENTSREQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION 0 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL 1 0 0 I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING 5IZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE +/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE */- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE +/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE +/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE +/- 50 PSF 108 X 62, (O/X-0/X-0/X), DESIGN PRESSURE +/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF STEELINTERMEDIATEFRAME'LARGE'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4" MIN. -. EMBEDMENT :. "' 1 112" MIN. EDGE DISTANCE 2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL I n- ;,-., 8 F1111111tL* G3TD v mSZ QZ1vO DWG #: SW0002 SHEET: 6 OF 6 3/7/2018 Florida Building Code Online Al g01 KIS Home L-09 in -JSer Reg Hot I )ocs SuUm4 Sa'Charge Stets & Paces 95C start RCIS Site Map -;"ks sed"n d— jProduct Approval USER. PuOlw User Zr 'i- ow \ I Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 loclustrai Drive Edgerton, OH 43517 419) 298-1740 rickw rwbldgconsultar)t,,.cc)ni Authorized Signature Vivian Wright rickw rwbldgcon$Liltciflt$,COnI Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan ). King, P,E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections, from the Code t1_ 20461_R3_Qc l j e r1&i:jLt!j of Independence pAf Standard Y—ewr 101/ i.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 https:/ Ifloridabuilding,orgipr,lpr_app dti.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq(5tbt)laiilLF8nUuHQRApMgRc3A%3d%3d 1,16 3172018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL to 20461.1 Method 1 Option D 12/13/2017 12/13/2017 12/21/2017 02/13/2018 Model, Number or Name a. Therma-Tru Fiber Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 0 ICI Page I / 2 * 0 Description Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (inswing/Outswing; X configuration) Installation Instructions FL20461_R _T(_(z}, Instlnst 2446I 1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R]i_AE_(d) Eval 0461.I.p f Created by Independent Third Party: Yes Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions F U0461_R3_L1_(g) Ir5#.2_Q_4_3 _LP_ f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461_R3_A_(d' val 2 6 p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL204 1_R3 If_() Inst 204613 pdf Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports Eva[ .3..p i Created by Independent Third Party: Yes 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions F_3_U_O [nst 20461.4.paf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2046I_ _A _() Eval 20461.4.paf Created by Independent Third Party: Yes 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 0451_R_h_(g} In t 4fjf https:!/floridabuilding.org/pr!pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblanILFBnUuHQRApNigRc3A%3d°/a3d 2/6 3/7,'2018 I Florida Build ng Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.S for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation,) Verified By, Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 20461.6 1. Therma-Tru Fiber -Classic and Nominal WO "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; See INST 20461,6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or, painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461,7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. rherma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 7' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma- rru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, ,his product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 2046L.10 ). Therma-Tru Fiber -Classic and Smooth -Star Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidefite(s) (Inswing/Outswing; XO, OX or- OXO configurations) Installation Instructions EL,19-4-U U U (e)Jns_(_2_QA!aLZ_p.1, Verified By: Lyndon F. Schmidt., P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 2046t,-/,P f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without S;delites (Inswing/Outswtrg; XX or OXXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20116 (q)L1_al 4_02_4161 _8 pg-f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions s Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E,Z 4,' _U_AF_(4) Eval 2_0461 9pqf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswinq; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ; No 20461 10,pglf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P,E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See. INST 2046 1, tO for Design Pressure Ratings, any ELZ24&A R - _ (1) 7.v 1 2 4 6 1 11 0, qP f _j_U _ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this https:ilfloridabuildingorgiprlpr app dtl.aspx?param=wGEVXQwtDqsJga49YAgXJkHOuUt,rq6tbblatilLFBfIULiHQRApMgRc3A"o3d%3d 3r6 3/71241,8 Florida Building Code Online product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461A1 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EL20461 R3_II2e). Inst 20461l pp -' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461, 11 for Design Pressure Ratings, any F L2 04 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation,) Nominal 7'0 "Non-[mpact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3 AE_(d) Eva120461.12.pdf Created by independent Third Party: Yes 20461.13 m. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL204a1__i? _?E__(tl).E a12 1 13,pdF Created by Independent Third Party: Yes 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 2046 1, 15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained at, painted within six months of installation.) 2040 1. 16 p. Therma-Tru Fiber -Classic and Smooth -Star Installation Instructions F1.20461_R3_[I_(g) Inst 10461_t4_lid f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelites) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions Fjr 4 1_3i_i _(}_ in t 20461.S,.R.4L Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F.20461_R3_A_(d) Eva1 204 I.15 qlf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX https:ilfloridabuilding.org/prlpr_ app.fltl.aspx?paeam=wGEVXQwtDgsJ9a49YAgXJkHQuUrrg6tbblanlLF8nUuHQRApMgRc3A%3d%3d 4/6 3/7;2016 I Florida Building Code Online or OXXO configurations) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part n,,jrnbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: INST 2046 1, 18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: INST 20461.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product parhCUW'S, (For Fiber -Classic and Srnooth-Star doors, this product approval requires the use of "Y part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of Installation,) Go to Page 40 Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2046 1 _R3 E at 20461 16 p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Oui:swing; O/X configuration) Installation Instructions I St 20461,17.o fnSt20461,17.o Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2046 _R3_AE_(q) Evai 20,61,17,p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom (Inswing/OuLswing; O/XO, O/OX or O1OX0 configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions FL2 4_Rl ng 0461 L9 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL-20461_R 1 '1046 '9.p Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswmg; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions LL2'1461__ U_jj__'e)J£ _Q:1S1,20.pAf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party, Yes Evaluation Reports ELZ0461_E3__Af_(q) Y, 461.20 l?df Created by Independent Third Party: Yes https:,Iifloridabuilding.org/prtpr_app_dtl.aspx?param=wG EVXQwtDqsJ9a49YAgXJkHOuUrrq6tbb1 aniLF8nUuHQRApMgRc3A%3d%3d 5/6 3/71;20 13 Florida Building Code Online Caata^ os : n ao Et.Ua-,89q-a Et7 tflza ON! St,lte of "londa ;s all AA,Ea-0 employ of . up,s-Jht 21 )7 2""t) o f -I'l"do, !lIty a m,,rt cfun I S-W,-- t Under Florida la, e"'M addresses' are Pu")K 'e, 41rs If you do not —,,t your e-mail address released in response to a public -records request, do not send elect,—,c m3,1 to this ert,ry, iIstead, contact the office by Phot"e or by l,lid U,,"JI 11611, 1 yoo idle any questions, please Contact 351467,1395, ^Vw-ant w 4 55 275{1 1, Florida Statutes, effec!,le October 1, n12, Tice nsees llcam-4 orje, chapter 455, F,S, most provide the Department with an ernarl address if they have one. The emads ll,onded may be used for or"C!al lcaoorl with the jwenw,e, movo,e, email addresses are minfic record. If you do not -Sll to supply a personal address, please pro,de the Department with an email address Mch Can be made a,adable to the pulbllc. To detel-mme f you are 3 licensee under Chaote, 455, pleas, Ock h_e,- Product Approval Accepts: In 9j k5 LE a Cred' C ard Safe https.,'IfloridabL]ildir)g,orgiprtpr_app_dti.aspx?param7wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbb1aii[LF8nUuHQRApMgRc3A°/.3d°/`,3d 616 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.Q. Box 230 Valrico, FL 33595 Phone 813-659.9197 Florida Board of Professional Engineers Ceni irate of Authorization No. 98 t3 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419-298-1740 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or registered architect. 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6. See drawing FL-20461.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard TEL 01460145 ASTM E330(02), ASTM E331(00) TEL 01461573 ASTM E330-02 & ASTM E331-00 2. Drawing No. Prepared b No. FL-20461.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Testing Laboratory Si Testing Evaluation Lab.,lnc. V.K. Wright Testing Evaluation Lab.,lnc. V.K. Wright Signed & Sealed by Lyndon F. Schmidt, P E. Signed & Sealed b Lyndon F. Schmidt, P.E. eaq>ti<f>!arrf All No 43409 00 s C3"• STATE OF Imo, •+ I- R .... a NA~t° Lyndon F. Schmidt, P.E. FL PE No. 43409 12/7/2017 Sheet 1 of 1 r I r Fiber -Classic. & Smooth -Star: COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 61h Edition j2017) Florida Budding Code )FBC) structural requirements excluding the "High velocity Hurricane Zone" )HVHI). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wad dressing or stucco. 3. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or pointed within sic months of installation. TABLE OF CONTENTS DESCRIPTION 37.75" MAX O.A. FRAME WIDTH ZZ O 0= XOLlX _ sn = XN = Z-0 00W ajsln,,,uyri m. 0 4 nay. ri 0, lit, Z 6. N.. a a o ZCEwzmo c n` on 5 a i mua O E 1a° z 8 `W3a DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X Latch & Deadbolt 70.0 75.0 67.0 67.0 X Multipoint 80.0 80.0 80.0 80.0 See Sheet 3 for Hardware Specifications sa- N.T.S. DWG. ErY: JX cNx. BY: LFS DR WG NO.: FL-20461.1 SWEET 1 OF 11 EXTERIOR EXTERIOR1.198" _..- 1 --E 0.406" 1.198" r 1.198' 1 '-1.875 -j OS" 1.199, 1.875' - - - j 0.406" COMPOSITE 1 I CAP COMPOSITE CAP COMPOSITE HINGE STILECOMPOSITEINTERIORLOCKBLOCKSTILE COMINTERIOR LOCK Biiiiiiii LOCK STILE HINGE STILE ( 12,5- LONG LVL) (ENGINEERED WOOD) 12.5" LONG WOOD (ENGINEERED WOOD) CAP ENGINEERED WOOD) CAP (ENGINEERED WOOD) ( ) 1 HORIZONTAL CROSS SECTION 2 36. 0" MAX. DOOR PANEL WIDTH 3 2 2 Z i 0 _1 cl X ry n i\ DOOM R PANEL 1 BOOK 35.813" MAX, DOOR - PANEL WIDTH 2 T 2 v i x d { o n i41 DOOR PANEL Hyb6d Dow 2'\ HORIZONTAL CROSS SECTION 2 35. 813" MAX. DOOR - -- PANEL WIDTH 4 2 13 E3 x C9 wNd 00 4 0 I 2 DOOR PANEL L., UlDowTOPRAIL COMPOSITE/ENGINEERED FOAM CORE POLYURETHANE - 1. 9 PCF MIN.) Wl 6 INTERIOR EXTERIOR INTERIOR EXTERIOR zo O W « _ FIBERGLASS SKIN o (0. 073" THK.) o BOTTOM RAIL < 4 1. 71" ( COMP.)- z 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION zs/Ts 2 2N.T. S. avc- er: JK - cm, at LFS 3 DPAWNG NO.- ° a FL- 20461. 1 SHM 2 Or 11 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA-TRU) 3 pt. Manual Tongue) ii iqMot Mut W 7=1 f IIIIIII _ _ 1 - Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. Y. P O V \ PV if Z o Zt0PCG a orCpi c° L. maa 6 0 cj 3'aQZ t 7M 5126116 i SCALE, N. T.S. `- DWG. BY: JK CHK. BY. LFS j DPoWING NO.: Q FL- 20461. 1 SHECf 3 OF IT r a QD 00Y. 2 w U n m zB z a i z (K o v o x z d a Nn Soia 4C p 9Z n G W J Y'lJ\j) 4T 42 1 o 31 67 O EXTERIOR INTERIOR o x IJJ 1.15"MIN. 1 VERTICAL CROSS SECTION'~ EMB. ITYP.) S OE 4c zw 4 Shown w/ 2X Buck u o N Outswing Shawn (Inswing sitrrnlar) to) C 0 4 o zoV & o IO0.15" C-SINK x x > 0.15"C•S1NK TYP) TYPJlL t 1/ z Q ° ° E ooN zo ziIflt77, i 1 ( 2 _o 1 ,1 l INTERIOR INTERIOR jrfli ,ttl} i // i t/ IItJ •, t < o ',I # o i O Ir OAi / 23 24 EXTERIOR R" 41 R 41 42 ZT 29 1-1/4"MIN. DATE 5/ 26 16 EMB. ITYP.) oz EMB. ( TYP.) sc^'£ N.T.S. JJDw" sr JK 2 HORIZONTAL CROSS SECTION r30 HORIZONTAL CROSS SECTION C.K B,: LFS 4 Shown w/ 2X Buck 4 Shown w/ 2X Buck Dan" No .___ Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20461.1 sncF: 4 ov 11 d3: 9 A 02; Xt0. 30-44.., 0 z C; n Pf fill% I X Buck to be secured to z C; OD 0 0 n z masonry by others 0 x zE z0K - 0 8 W * A :1 0 an D6zm5 0 CL E Oz 7 EXTERIOR INTERIOR Cz Cx VERTICAL CROSS SECTIONtiO Shown w/ I X sub -buck Outswing shown (Inswing similar) E C 0 U M 7 6Z INTERIOR INTERIOR OR23 \ 4 24 1 EXTERIOR EXTERIOR R27 nA 1- 1/4 MIN. 1-1/4"MIN. EMB. ITYPj EMB. ITYP.) ATE 5126116 scMc N.T.S. HORIIONTAIEC7701V DWG. BY: A HORIZONTAL CROSS SECTION CHK BY: LFS 5 Shown wl I X sub -buck DRAMW, NOOutswing shown (Inswing similar) ggsimitar) FL-20461.1 SHEET Of 1-1/4" MIN. 4 EMB. jTYP-- Y E »° 1.5" EXTERIOR _W INTERIOR EXTERIOR (i%// INTERIOR 1 VERTICAL CROSS SECTION rVEIMCAL CROSS SECTIONSECTION6ShownD'uect to Masonry, 6 Shown Direct to Moson yOutswingonlyw/ 4-9/16' jamb ---- Oulswing only w/ 6-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 65 PSF 4 a INTERIOR t ( a 1 ---: 40 41 4242 'hl I' EXTERIOR / E { 1 I r „ INTERIOR I N 40 41 Mclq II I E D MIN. i 1-i/4"MIN. TYP.j EMS. (TYP.) 5 HORIZONTAL CROSS SECTION Shown Drect to Masonry Outswing only w/ 6-9/ 16 jamb EXiER OR fi— EMB. I 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry S Shown Drect 10 MasonryOulswingonlyw/ 4-9/ 16 jamb Ouisw ng only w/ 4-9/ 16 jamb MAX. t7lllll)Jt' AV: n O OI r 1111 O n m z 9 Lp Z z IS, nn* G W 6iaIt maa S 4a o GWOJa O t N o ar IK o Wff Ql J W w 'Es O_ x MEN. 2!T 5 26 16EMS. EMS. {IYP.J scut: N.T.S. 6 HORIZONTAL CROSS SECTION er JK d Shown D nett 10 Masoruy CW. BY: LFS Outswingonlyw/6-9/16'jamb 1,6,,,,,,GyO, FL-20461.1 sHM 6 Of 71 Sill Item Ws 16 & 33 ore attached to iambs w/ 12) #8 X 2-1 IT pth screws at each end. Sill Hem # 15 is attached to tombs ijh'fi7jng (2) # 10 X Tpph M at each end. SEE NOTE I EXiERIOR INTERIOR SEE NOTE I EXTERIOR I VERTICAL CROSS SECTION INTERIOR EXTERIOR SEE NOTE I At INTERIOR EXTERIOR SEE NOTE I Ln INTERIOR SCALE N.T.S. r4 VEJMCAL CROSS SECTION DM. BY. JK DRAWNG NO, 4" (TYP.) ! .- f D HEAD & JAMBS TYP.) 2X BUCK 60 PSF MAX fZ O MASONRY a D HEAD & JAMBS TYP.) 80 PSF MAX } O 2X BUCK ANCHORING 00 iii 3) 2-1 j**`*` >° n mPFHxWS/ JAMB i0 HEAD DETA11 t1 1 n Z n on 1U U L O a > > Oc°m CD 0: c OEozuLW z j zp Kip U Q 2X BUCK in W3, r iJ1XBUCK WU m BUCK M DIRECT TO MASONRY o mN fRAME HEAD & JAMBS a a x x rTYP.) FRAME ANCHORING F 5126116 i L N.T.S. ` eY: A BY: LFS 3 04 NO.: ¢ FL-2046I. T £ C F 6 OF T p O N oz 2X BUCK ZS ri. O '+ O / L 1 I ri `,'``` M ro aSEEHINGE o iIXBUCKG _- DETAIL (TYP.) ,£ a N .. 1 - -- a xz qDIRECTTO26L J f z a MASONRY _zo o m° °c waOn5ciiL 2XBUCK 1 X BUCK Ca - r — O SEE TO NGUE'" a O i +i 27 O g STRIKE DETAIL 2X BUCK L DIRECT TO jyt o n (TYP.) MASONRY ---- --- n p n m .r i IX BUCK G LATCH A DEADSOLT DETAIL _ { DIRECT TO M p v Kwikset MASONRY 31 0 0 t 1 l 1 TONGUE STRIKE DETAILSEELATCHI a ¢ 2X BUCK L & DEADBOLT - t ' ! Mu Ip— DETAIL SEE LATCH IX BUCK (; 6 DETAIL obi, m o r v DMASONR M SUB STRIKE a a X PLATE 28 /` 2X BUCK - "m 8 IX BUCK e 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO N{ o 2X BUCK 25 / Latch and Deadbolt Mulfipoint Lack MASONRY NIL30/) z o z r' IXBUCK w oa -- DIRECT TO M a ° MASONRY _ 2X BUCK LATCH A DEADBOLTDETAIL °w 7- 23 MLd porn Lockv k LATCH A DEADBOLT DETAIL 8B XBUCKSchlogeDIRECT TO MASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH & DEADBOLT STRIKE DETAILS —------DIRECT TO)Standard Deadbolt Strike Plate) = MASONRY 0z DATE- 5126116 i DEADBOLT STRIKE DETAILS HINGE DETAIL :o Security Deadbolt Strike Plate) scut Jx N. T.S. c. BY. LFS 3 DPA>*, ND NO.; FL- 20461.1 a SHM 9 OF T 1 ` to zo 1 l INSWING THRESHOLD 2.36" a o 0,0 v ': INSWING THRESHOLD s 32 — 371v ,/ tnswujg Basic Fixed 7-1 J2" Sik WOOD JAMB c v u z Inswing Bas'sc Composite Adjustable Sid 7-1 /T i w z m° o OM 5Oc° 4.Sb" 5.83" _. a Q i h to c: o° a 4: INSWING THRESHOLD INSWING THRESHOLD OUTSWING THRESHOLD 6 A ti t331 inswing Basic Fixed Sid Inswing Composite Adptttable SiU Composite SR o a- w mINSWINGTHRESHOLD — Inswing Modew e mqjCijeSY1-3/T 39 INSWING THRESHOLD Inswing Basic Composite Adjusjob{e SA j , OUTSWING THRESHOLD Composite 1 Aluminum SRTT 5,75' - ti o 0O W INSWING THRESHOLD I jateCliteSillInswingModermar 5. 75' _. _ 5 + PUBLIC ACCESS THRESHOLD J8 ,. ourswlNc THRESHOLD Campos le 1 AWm num Sd thermal Break) W N 2 LIL f j DATE: 5126176 SCAUN. 7K p"c. : J NSwING 1HRFSHOLD Ow of; LFS Inswing Basic Fixed S3/4' Sid lam ao o /' SWEFP 1 SWEEP o SWEEP 1 % o naew c NO, FL-20461. 1 SI*V 10 of 1 i Uiltt/IJ 5 n L) e Q 3 n JJJJII * N >° a lI I It n+ z o p 6 a H Z c Em i 0 Et 0 a C W N n J Q oil maam 4 O E 9Z CWl'a O Q w 3 m w n o m j o m 18 OUTSWINGTHRESHOLD ALUM/COMP a a 22 8 x 3/4" PFH WOOD SCREW STEEL m23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 0 x 1" PFH WOOD SCREW STEEL 4 2pn p N CONCRETE ANCHOR NOTES: W L V) ON 1. Concrete ancha locations at the comers maybe adjusted to maintain the min. a , aedgedistancetomoriarjoints. MAX. o 2. Concrete anchor locations noted as ON CENTER" must be adjusted to w maintain the min. edge distance to mortar joints, additional concrete anchors MAX. W k' may be required to ensure the ON CENTER" dimension ore not exceeded. W 3. Concrete anchor table: o n n^n n ITW 71 N Z DATE 5126116 N.T.S. wvc. BY. JK cW BY, LFS WOOD SCREW INSTALLATION NOTES: ftA NO.: I. Maintain a minimum 5/6"edge distance, 1"end distance, & 1" o.c. spacing of FL-20461.1 wood screws to prevent the spiiffing of wood. se>Eer 11 or 17 BILL Of MATERIALS 81Li Of MATERIALS ITEM • A. -- DESCRIPTION 1 X BUCK {SG >= 0.42j MATERIAL WOOD — REM M 25 DESCRIPTION 8 x 2-1 /2' PFH WOOD SCREW MATERIAL STEEL B 2X BUCK {SG >= 0.42j WOOD 2b 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKf PLATE STEEL p 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE {STANDARD) — STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 288 DEADBOLT STRIKE PLATE {SECURITY) STEEL G 3/1 b" X 3-1 /4" ITW CONCRETE SCREW 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL STEEL 29 30 4" X 4" HINGE LATCH & DEADBOLT STRIKE PLATE {TONGUE SYSTEM) STEEL ALUM/COMPJ L M N j 10 X 2-1/T PFH WOOD SCREW {1.15" MIN. EMBEDMENT) 3/1 b" X 2-1 /4" ITW CONCRETE SCREW 2-3/4" ITW CONCRETE SCREW_ JAMB (FINGER JOINT PINE) _ - STEEL WOOD 31 33 34 MULTIPO_!NT STRIKE PLATE (TONGUE SYSTEM) WSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP {LONG REACH) FOAM 3b INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w% MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP l0 SWEEP {USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 35 1 b 17 PUBLIC ACCESS THRESHOLD ___ _____ALUM OUTSWING THRESHOLD OUTSWING THRESHOLD ALUM/COMP ALUM/COMP 40 41 42 DOOR PANEL {BOOK)- DOOR PANEL (HYBRID) v DOOR PANEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR TAPCON ELCO 7/4" i•9/4" T" 4" ULTRACON iT1N 3/1b" T-1/4" AS SHOWN 1.1/2" TAPCON ssl,,,,nrrrr THERMANTRU' 0DOORS Fiber -Classic, & Smooth -Star. ' r/fit 1141 m n O n m Z 37.75- MAX. d u a o FRAME WIDTH — \\\ I, c o o m c° w tdooa COMPOSITEEDGEOnn cm maa4 OPAQUE FIBERGLASS SINGLE DOOR ®® 8 INSWING/ OUTSWING NON - IMPACT' Z~ o z o Z 3 as oz C z o 5 x q 0 GENERAL NOTES a a W ® r o f 4 1. This product has been evaluated and is in compliance with the 6th Edition < X < Ln LL a a 2017) Ronald Butld ng Code (FBC) structural requirements excluding the high a a Velocity Hurricane Zone" )HVHZ). Y Y r 2. Product anchors shag be as fated and spaced as shown on details. Anchor embedment to base material shad be beyond wad dressing or stucco. u mjam 4 F 3. For 2x stud framing construction, anchoring of these units shad be the some as that shown for 2x buck masonry construction. z N 4. Site conditions that deviate from the details of this drawing require further h < w engineering only by a licensed engineer or registered architect. " e — CO 5. Fiber -Classic & Smooth -Star Door panels require the use of 7 poi Q o numbers and must be stained or pointed within sic months of installation, o uy DoorTABLE OF CONTENTS L z S_ NEET# DESCRIPTION n I Typical Elevations, Design Pressures & General Notes _ o n 2 Door Panel Deiads 3 Elevations 4 Horizontal & vertical Cross Sections f 2XBuck) 5 Horizontal & vertical Cross Sections IX Buck) DATE: 5126116 z 6 Horizontal & Vertical Cross Sections f Dtect to Masonry) N.T.S. 7 VerticalCrossSections eshodsJ arc. er: JK 8 Buck & Frame Anchoring CW, W, IFS 3 9 Hardware Details See Sheet 3 for Hardware Specifications o a.: 10 Components b I I B# of Materials F1- 20461.E 0 sHEE3 i or 11 w LOCK DESIGN PRESSURE (PSF) DESIGN CONFIGURATION HARDWARE CENTERUNf LOCK HARDWARE INSWING PRESSURE ( PSJ) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 5-1/2" latch 3 DeadboN 60.0 b7.0 60.0 60.0 X 12" Latch 8 Deadbott 67.0 67.0 67.0 67A X NIA Multipotnt 50.0 50.0 50A 50.0 f 0.7' I , 1 COMPOSITE HINGE STILE CAP mur e¢cocn -1— EXTERIOR INTFRIOR )Cn tNCCKCV ) — J— ........ v „--.I 1 HORIZONTAL CROSS SECTION 36.0" MAX. 35.81 S' MAX. DOOR DOOR - - PANEL WIDTH PANEL WIDTH j l DOOR PANEL 1,! 01 8 411 DOOR PANEL J r Wid Do« EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION 2 35.81 Y MAX. DOORrPANELWIDTH 42\ ODOOR PANEL Door 453 n z 5 IIIpfIiV onUN 2 N o x p CgE = mO p G C W5ppn V f m o i .z TOP RAIL COMPOSITE/ENGINEERED WOOD) \ Q "v w d o FOAM CORE jPOLYURETHANE- l.9 PCF MIN.) LAIL INTERIOR EXTERIOR INTERIOR EXTERIOR zw v FIBERGLASS SKIN j o j0.087' THK.J o o o i. a4S i j L I BOTTOM RAIL 1 n 4 o COMP.) n , z 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION ah 5126116 N.T.S. DWG. BY: JK - CHK BY. LFS DMW44 NO.: o FL-20461.6 suer 2 or T 1 I IT,...rrrrr 1 1 1 = V• r" p it i1 i n S 6 `N' z 14F:: o= n i c n a on m z° m U p9N 9 O % Z Q° ro mm 0 E0Oa amaam C U E zlOW 2 2 2 6 o z n O g a m w c' t =W N W 3 3 m 0 4 5 6 0l o t z a a a m U SEE HARDWARE 4 m CHART o 00 N z N u l 2 W Z Q L J O { b N f 7 2 7 oW p C. O 7 % N n fw z N U DAM- 5126116 z fiber-Classic/ Smooth-Star Door Panel Options scrr.e N.T.S. Products approved include all embossed panel doors and 2 panel recessed panel doors. DOG. UY' JK m Similar opaque panel configurations are allowed. cHK. BY: LFS 3 Panels shown are for illustration and are representative only. DRAWING NO FL-20461. 6 0 SHEET 3 OF 11 N HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES {980) HOPPE MULTIPOINT : MPDGART THERMA-TRU) 3 pt. Manual Tongue) E r a 2 z z z z C;,; 6 0 n'. z 0C z 2) 6 .0 0@ M d (L I E 0 z 07 D EXTERIOR INTERIOR C, 1 VERTICAL CROSS SECTION EMB. (TYP.) 4 Shown w/ 2X Buck E B Outswing shown (Inswing Similar) f ij:- 0 01, z:C1 0. 1 5'C SINK 0.15"C-SINK TYP) pp) oar D 6 70J, 7 o D z Z L, INTERIOR ORINTERIOR LJ) 20EXTERIOR 3 EXTERIOR z 1- 1/4" MIN. 40 41 42 27 11 I 114- MIN. DATE 5126116 z, EMB.( TYP.)- SCALE. NJ.& EMB. {TYP.) DWC, BY; JK r2 HORIZONTAL CROSS SECTION I' 3 HORIZONTAL CROSS SECTION Cx ffl; LFS Shown w/ 2X Buck 4 Shown w/ 2X Buck WG .0,: GOutswing shown (Inswing similar) Outswing shown (Inswing similar) F —;046616 r G'~ a Z 4 a 1 X Buck to be secured to z d m 6 masonry by others o x z 0rtlp -0'moa 4041 42 DaaW cz C, 8 3a EXTERIOR 1 INTERIOR Um s cz x 1 A VERDCAI CROSS SECTION c zShownwJ1Xsub -buck Outswing shown (Inswing similar) IOI Ca G I 4z o{Q i 1 INTERIOR INTERIOR I o w Waa a46:) i r 23 24 EXTERIOR EXTERIOR V 40 41 42 27 o ao N 40 41 42 ' O u 1-114" MIN. 29 1.114" MIN. ar= 5 26/76 iEMB. (TYP.) EMB. {IYP.) SCxE JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTON c„K. a, .i=S - 3F Shown w1 1X sub buckJ j Shown w/ 1X sub buck o: a Outsw ng shown (Inswng similar) Cutsw ng shown (lnsw ng simlar) FL- 20467.54EE 0n R 5 or t 7 i G 5., MAX. EXTERIOR Z] INTERIOR 1 VERTICAL CROSS SECTION b Shown 134eci to Masonry Outswing only w/ 4-9/16jomb 1 u z {( fYi) t 1/ iv 1 1' l INTERIOR 1,, 11, 40 At 111 DIRECT TO MASONRY MAX, DESIGN PRESSURE: w/ STANDARD STRIKE = ± 47 PSF w/ SECURITY STRIKE _ ± 55 PSF Q EMB. ( TYP.) EXTER,.' Y EMS- (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION b Shown Direct to MasonShown Dinact to masony Outswing only w/ 4-9/16 jamb Outswing only w/ 4-9/16'jamb EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION b Shown D'uect to Masonry Outswing only w/ 6-9/16 jamb HORIZONTAL CROSS SECTION_ b Shown Drect to Masonry Outswing only w/ 6-9/lb jamb 1.51 MAX. Q N y Y., U a oiPi Z O O t ai on •• Z v O Z Z m U V U0 J Nn 0aa` s M :T a o f Z O JQ 4 O O U D: o 0 o mA a Z o oQ X Q d Ud LATE: 5126116 scaE.: N.T. S. b HORIZONTAL CROSS SECTION b Shown Direct to Masonry CHK a,: LFS Outswing only w/ 6-9/ 16 jamb DR-" c ,w.: FL-2D461.6 SKE7 6 or 11 Notes: 1, Sid Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 ore attached to jambs w/ (3) #8 X 2-1 /T pfh screws of each end. Sill Item Ws 16 & 33 are attached to tombs w/ (2) #8 X 2- )IT pfh screws at each end. S41 Item # 15 is attached to lambs utiraing (2) If 10 X T pph SMS at each end. INTERIOR SEE NOTE EXTERIOR 1 VERTICAL CROSS SECTION inswing Sul INTERIOR EXTERIOR 41 42 " q SEE NOTE I, r Q n 2 VERTICAL CROSS SECTION Inswing Sill EXTERIOR INTERIOR --/ ------ EXTERIOR ` k -" INTERIOR INTER___. SEE NOTE I 3 VERTICAL CROSS SECTION 7 Outswing Sill SEE NOTE 1 A VERTICAL CROSS SECTION Public Access Sill z 41! 0.= 1Y' 00 n V N Z, p Z o m° n on 5mangy'. CECZ iOp of J I x! S U j tim 3 O On a W O ,n a E: 5126116 N. T.S. fry: JK In: LFS J, SNc NO.: FL- 20461.6 IT 7 Of 11 3 0 2X BUCK MASONRY iYP.) .. i-- 4" (nP.) I D Q HEAD & JAMBS iYP.) 50 PSF MAX , 4"(iYP.) I D Q HEAD & JAMBS TYP.) 2X BUCK I 70 PSF MAX _i Sp UO i MASONRY nP.) 2X BUCK ANCHORING 4; z O1 n w00 Z U 17 3) PFH WS/ 7 /'''`,` a > W zowo JAMB iOtt D DEfAIL ^ u N Z. z imzwo n 5 p o anvmaam s4 z° w Q y 3`d 1 Z ZRZR O U j M L 2X BUCK ° g mwOs 4 BUCK J 1XBUCK zw v p m z M DIRECiiO I o N MASONRY - 0 a m FRAME a a HEAD &JAMBS mUm Q a U p 4 O Q O v n Y Q Y N O c Z ti FRAME ANCHORING DAX 5126116 i SCAtE N.T.S. Dw. BY: JK a CHK. BY. LFS 3 DRAWM NO, FL-2o461.6 smm 8 oF 11 y ox/ r$3l INSWING THRESHOLD Inswing Basic Fixed Sig I INSWING THRESHOLD Iruwing Moderate Climate Sil 1-3/6' L--- INSWING THRESHOLD 35, InswingModerate Climate SO 1,. .... p : ci 4. 56" 1--- 236"JAMS INSWlNGIHRfSHOLDWOODg Inswing Composite Adjustable Sip VVV 5. 83" M — 5. 77' v INSWING THRESHOLD C6 OUTSWING THRESHOLD 39 Inswing Basic Composite Adjustable Sig i Composite SiN Z ! NSWING THRESHOLD kmswing Basic Composite Adjustable SR 7-1 /7' 1 ff/ INSTNGTHRESHQLT 3oi hswingBasicFixed5-3/4" SIN f= INSWING THRESHOLD nsving Basic Fixed 7-1 /7' SLR 4PUBLIC ACCESS THRESHOLD OUTSWING THRESHOLD Composite / Aluminum SNi OUTSWING THRESHOLD n' Composite / Aluminum Sig Thermal Break) 9 i LL 1 I 1,— 2. 06" 10 SWEEP o o Cn rn Mz 0. 0 U H v v c Z 0 Z m 0 c rnM J C L 4 a in 6 c cbwc. er: JK cMK. r: LFS FL-20461. 6 n v 11q- N Oa N..Z V V Z Q zm c8toca t MM p oa a man m 4 4 E D2 0 3a J o g 4 w g J m m w j no 18 OUTSWING THRESHOLD ALUM/COMP a 22 8 x 3/4" PFH WOOD SCREW STEEL m23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 # 10 x 1" PFH WOOD SCREW STEEL V mZ04 O F n N O2 N In CONCRETE ANCHOR NOTES: a " 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. MAX. m w o a 2. Concrete anchor locations noted as ON CENTER" must be adjusted to nmaintainthemin. edge distance to mortar joints, additional concrete anchors w ti may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. o 4 3. Concrete anchor table: n n r. w e o n z O 10zUN DATE: 5 26 16ELCOz M.T.S. 01 wc.Im JK m cHK, BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRWNG No.: m 1. Maintain a minimum 518" edge distance, 1 "end distance, & 1"o.c. spacing of FL-20461.E a wood screws to prevent the splitting of wood. m sHtrr 11 or 11 BILL Of MATERIALS BILL Of MATERIALS ITEM M DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL q 8 1 X BUCK {SG >= 0.42) 2X BUCK {SG >= 0.42j WOOD WOOD 25 2b 8 x 2-11T PFH WOOD SCREW _ 8 x 5/8"PFH WOOD SCREW STEEL STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE _ STEED D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DfADBOIT STRIKE PLATE (STANDARD) STEEL E G J MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3/1 b" X 3-1 /4" ITW CONCRETE SCREW 1 /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW CONCRETE STEEL STEEL 28A DEADBpLT SUB STRIKE PLATE STEEL 288 29 3fl DEADBOLT STRIKE PLATE (SECURITY) 4" X 4' HINGE LATCH & DEADBflLT STRIKE PLATE {TONGUE SYSTEM) PLATE STEEL STEEL ALUM/COMP L M N 1 10 X 2-1 /T PFH WOOD SCREW { 1 J 5"MIN. EMBEDMENT] 3/16" X 2-1/4" ITW CONCRETE SCREW 3/1 b" X 2-3/4" ITW CONCRETE SCREW _— JAMB FINGER JOINT PINE) STEEL STEEL STEEL WOOD 31 32 33 34 MULTIPOWT STRIKE {TONGUE SYSTEM] INSWING THRESHOLD v_ INSWING THRESHOLD _ INSWING THRESHOLD ALUM/COMP ALUM/COMP ALUM/_C_OMP ALUM/COMP b 7 WEATHERSTRIP (MEDIUM REACH) WEATHERSTRIP {LONG REACH) FOAM_ FOAM 35 36 INSWING THRESHOLD INSWING THRESHOLD ALUM/COMP ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 USE wJ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP SWEEP {USE w/ PUBLIC ACCESS VINYL 39 INSWING THRESHOLD ALUM/COMP 15 THRESHOLD) PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL {BOOK) 1 b OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE 70 ADJACENT ANCHOR ITW a 1/4" T-T/4" Y' 9" TAPCON ULTRACON ITW 3/1b" T-7/4" AS SHOWN T-1/2" iAPCON JUL Revision 0 1 —A City of Sanford Response to Comments 0 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 3 62 Submittal Date Project Address: Contact: Ph. Fax: Trades encompassed in revision: Building Plumbing Electrical El Mechanical Life Safety Waste Water General description of revision: 2,C, STR M e ROUTING INFORMATION Department Approvals 0 Utilities 0 Waste Water Planning Engineering Fire Prevention Building RAMPM CITY OF Building & Fire Preveittion nDivisioIt .,I J,ORD ff&VITAPPLICATION 0 R E D f, PA R T M [ N T Application No: 1$ — 133ko 2 b 2868 DIPPER CIRCLE Documented Construction Value: S 7500 Job Address: Historic District: YesF—]NoE] Pat -eel ID: ResidentialFt/lCommercial Type of Work: Nevv AdditionF Alteration[] RepairElDemoElChange of Use MoveH Description o(Work: NEW SINGLE FAMILY HOME CONSTRUCTION 11/_' Plan Review Contact Person: Titl Phone: Fax: Email: Property Owner Information Name DAVID WEEKLEY HOMES Phone: 713-963-0500 Street: 1111 NORTH POST OAK ROAD City, State Zip: HUSTON, TX 77055 Resident of property? : Contractor Information Name BRIAN SPEGAL Street: 1767 BENBOW COURT City, State Zip. APOPKA, FL 32704 Name Street: City, St, Zip: Bonding Company: Address: Phone: 321-256-1234 Fax: State License No.: CFC1 428683 Architect/Engineer Information Phone: Fax: E-mail.• Mortgage Lender: Address: NVARNINGTO OWNER: YOUR FAILURF 1'0 RECORD A NOTICE OF COMMFNCEMFNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM FNCEMENT, Application is hereby made to obtain pennit to do the work and installations as indicated. I certify that no work or installation has counniencQd prior to the issuance of perinitand that all work will be perfortned to meet standards of all laws re6rulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work-, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date. 6"' Edition (2017) Florida Building Code Re, I wd' I mitair) 1, 201 S 1"milit Application N TICE property may be0 ',: lit addition to the requirements of* this permit, there may be additional restrictions applicable to this prope y that I I found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7 13, The City ot'Santord requires payment of a plan review 11ce at the time of permit submittal. A copy of the executed contract is required in order to calculate it plan review charge and will be considered the estimated construction value of the job at the time of submittal. rho actual construction value will be figured based oil the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pennit 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. Sipattirc ot'0N%nct/AgviA Print 0%vner/Agvn1*,,, Name date Signature Notary -State of FloridaignaturcofNotary Date 4147-4 Signature Print ContructorAjentYNome signeturc of Notary -State of florida Date loridaj.v "&. MotAwry Ptt=bficState of K(isla Michelle vines 06MMyu,,Mql= GG 1 M28 F W O 22 wn to Me orrOwner/Agent is Personally Known to Me or co T, Produced ID Type of ID Produced ID _ Type ofID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricaIE] McchanicalE] PlumbingF1 Gas[] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load-. # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures 15 Fire Sprinkler Permit: YesE] No R 9, of 11cads. Fire Alarm Permit: YcsE] No [] APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE:: WASTE WATER: BUILDING: RCN lme& Jantlarp 1. 201 N Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /06 Documented Construction Value: $ , ( - _ Job Address: - ( '/" /- O% Parcel ID: F-61TypeofWork. New 4 AdditionEl AlterationEl Description ofWoo<'_ l 1 //1 Plan Review Codta 'Perso& Phone: Fax: Name Street: City, State Zip: 4,,l ( e, Historic District: YesEl N 11 4 0 Residential nCommercial Repair D DemoEl Change of UseEl Move[] 727%4 Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: Street: r. Fax: '; 7 City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street. Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: M 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 9 1 in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5't' Edition (2014) Florida Building Code Revised, June 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pen -nit 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 oning. Signature of Owner/Agent Date Sign ure of Con -tor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _______ Type of ID Print Con for/Agent's Name 4fSignature of Notary- to of Florida Date CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25.2020 0153 Flo( ryservice, 407) 3 Cant a z)Qn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas RoofFJ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rcvised:.lune 30, 2015 Permit Application FOUNDATION SURVEY LEGAL DESCRIPTION: LOT In, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW-FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES V v 2W GIPPER CIRCLE, SANFpRD. FLORIDA 32773 Gra hic Scale \ 61 lb. 2 41y Scale: 1"e20'\$; o y" 4 t dNX 406 Af P td...fj. ., d f•1: Ay... LLJ d N 01h 'fit • ` ri QB 3 2 9* Site Benchmark Information- Fnd. "'X" Cut # 1 F Fnd. Nail & Disk "LB 7823" PT in Centerline a OElevation:47.35' 2' Conc Curb CaAR'i ^[ f•^ Edge of Pate @?3, MJ (0, $ #2 fit Fnd. Nail & Disk "LB 7823" PC In Centerline Elevation: 45.15' DELTA = 16D49'44" (r" 1' -Benchmark nformation- R = 75.00' (P) ^d f\ ° lot Seminole County Control Point GPS G' o f Name 0117, Designation 488120117, Elevation L = 22.03 (P) FC 45.350'. CHORD BM#1 00 ( Elevations are based upon NAVD 88 Datum) N74055' 20"W 21.95' (P&M) '\' BM# 2 Revision: Added Foundation Survey • 05/01/18 rietdUlate: v+xla DataCompkited:o5OInR Frr. IS— y is Bawd Pon the L"O( .np— SenpW OYQimt. Mwrmye, w+«a<.o.aaMwl%,rnwnwxnrn.d kn wncws.I.Psew,«+xa.. xxr « xYmxm.enn Y +Yww,.aw .awnnn nnnYw Tex and Caren In lire eeatanry l4 autMl9e end BBNien mcerUtY S,R'isYedwa, r my oe"e'nonm«o.a. stvwn. spend nn xM matinnunaMnm Me Preaipq ror DrawnBy: R.S. File Number.IS.447 F Legdrlb SWpcl miry Er,emmn,ndtw Wmfeunn,ar Rec«tl. Ihdnm WeF,Mwn Iwrx,,hAxunad,rMe, d1 NaYd and camomre b dw sne'd me a Lend III-0 h ar SMe a Fbrlde n aaadan rAM CMpw SJ-II,P67 FlnrflU c erwwa Pc-Pamao.wwe NowTywtYxthrwwdvm„'BB'. eemmyrw, «. w wa"xdw.e «m, un.P«,Yu R,. Ad MnMInIMe Cndee, P,Bsuem T7 TPIYMa $mRdee. C CaGMMRtMxKenc. GOMYR111 akEk PI Trrwr JUP r RQT detnmtned.`K i @Y, CM Garrets Manmem PdMa1n1YBBWM P. O,a. • Pam a BappmMq aRoor Ov.eMngs. VntlmgrouM unn—md,«Fodnt h—N Own 1—wd UKESS ti'tI 4. C_ RnrlgM4e P.O.L•Panton tltN m„ x,wyd. A"- rank,md,«D.".IdSx.—xa,gnwdm,te and MUST Ea v[rined by q nMAtTM F OR DEQFMk1cft~ PRM-PY(meM RMMMKY a1 FW.wteVMltYI«atlm C<T.nw,. Patrick K. IrelaP 6837 LB 762 Eum. •EuernenMonunvntu,r.orrl»,s«.'.YYr«PonPo>„«Mrmmlmmd.a.wtmnrv,wn„wnvme<,"nn.wwM F.E. M.A.- FdM Erwpeny eM PPointaTrywy frW of $cO CeRd PakB F NT - eyenlntle2y Fnianed FloorO. ation R-RBM Me„wh,anrwr« wRedia h M9?UpeBeppSWIrelandAssocacesServer, IP loon Ppe Reo. RnwveedNONEVISIBLELML.n 1 W11R<a .Rooted S • Set •h' Reiter & I ouduetaned ey: If 1301S. International Parkway SUM 1 Neu N.R. Nee a DiskNon.Rems ever ceP'Ls 7W Tyµ typ Iwem L P y1 ( 2W Lake Mary, Florida32746 ORIS p e1N Oel Recall DoakPIN UE - U Ity Ead WM • WeterMetkr www.Irelandsurveyk)g. com P.a 4 wood1 Ward Ferwe o- Dene(LIMFaoiiWdCMInC—FaMe aICEDDaFcnEDaED_ Office-407.878.3388 Fax-+407.320.8185 PROJECT N A N1 E: iC 1, FG CLIENT: MIRMIMMOM-A DATE: -5/z-// CONTRACTOR: WEATHER; s kg 1 6- e-c, " - 4- e`,, (" -;/ // , I , e; - - - le - /' k T I IE RAAI) - TANNOUS ENGINEG ERIN()ROUP, IN(,". 210 N. Goldenrod Road. * Suite B10 0 Orlando, Florida 32307 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000302 BUILDING PERMIT NUMBER: 18-10000302 DATE: March 23, 2018 UNIT ADDRESS: GIPPER CIRCLE 2868 22-20-30-520-0000-0180 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: (--'2868 GIPPER CIRCLE / REAGAN POINTE / SFR z,_-___-_---------__a_.________------------------- FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 Single Family FIRE RESCUE N/A Housing 00 N/A LIBRARY Single Family SCHQOLS CO -WIDE ORD Housing 54.00 CO~WIDE ORD Family Housing 51000.00 PARKS LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 AMOUNT DUE 5,759. 00 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPEIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL, THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS L1OTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE '" 5/04/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:36:57APPL # 18-10000302 PERMIT # RECEIPT # 0153189OWNER: JOB ADDRESS: *CITY NORTH LOT #: Cl _LIBRARY R 54.00 54.00 .00SCISCHOOLSR5000.00 5000.00 .00 SCI ROAD ARTERIALS R 705.00 705.00 .00 TOTAL FEES DUE ............. ; _5_7_59.00 AMOUNT RECEIVED ............ : _5_7_5_9.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS COLLECTED BY: BD-DT02 BALANCE DUE..........: CHECK NUMBER.........: 000002782293 . 00 CASH/CHECK AMOUNTS...: 5759,00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: I - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE CITY OF SANFORD BUILDING,,&FIRE PREVENTION PERMIT APPLICATION p Application NO: Documented Construction Value: S ? — Job Address: vr Historic District: Yes No, Parcel ID: ResidehtialO Commercial Type of Work. Newi Addition Alteration Repair Demo Change of Use P Move f t Description of Work: Plan Review Contact Person: Title: Phone: ` f l Ootj Fax: 3 .3 Email: Crrt Property OwnerOwner Information NamePhone:. Street: Resident of property? City, State Zip• A, Coniia tor Information wName t- Phone-, Street: tsco Fax: City, State Zip:`l, State License No.: Architect/ Engineer information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 54h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate work will be done in compliance with all appligable.laws regulating construction and zo g, m Signature of OwnedAgeGt Date si ue of Contractor/Agent Print Ownar/Agent's Name P ''t Contractor! ont's Name l Signatureof Notary -State of Florida Date Signature of No ry-State of Florida Da e CHERYL D AKERS r MY COMMISSION # FFM982 EXPIRES June 05, 2020 t40Ti4Nat69 FWrktaNa[a ffimvice.aa Owner/ Agent is Personally Known to Me or Contractor/,Agent is 3,-I'ersonally Known to:Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1 LState Cert CAC032448 1- 888-831-2665 1, '1, 1,1111,'DE-AIR HEATING o AM CONDIT111 David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 fob Name: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R- 38 - Vented Under Attic R- 19 - Vented Knee Wall R- 7.0 -Block Walls R- 19 - Frame Wood, Exterior R- 13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 030 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES PLAN NAME 7497 a! TONNAGE"...,--. 3 0,-_,,,-,,-,,, 2. 5 SEER—,-,--.- 14. 00 HSPF 8. 2 FANS/ FAN- TOTAL CONTRACT NOTES Added 3/13/17 LIGHT COMBOS 4/ 0 PRICE — Z 6, 449.&_ 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE - 40' GARDENS PLAN NAME 7510 TONNAGE 3. 0 SEER-- 14. 00 HSPF 8. 2 FANS/ FAN- TOTAL CONTRACT NOTES LIGHT COMBOS 4/ 0 PRICE 6, 850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials