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2862 Gipper Cir- 18-1797; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000416 BUILDING PERMIT NUMBER: 18-10000416 UNIT ADDRESS: GIPPER CIRCLE 2862 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: May 01, 201€3 22-20-30-520-0000.0190 PARCEL: TRACT: BLOCK: LOT: 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: 2862 GIPPER CIRCLE / REAGAN POINTE / SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 Single Family FIRE N/A Housing 00RESCUEN/A LIBRARY Single Family CO -WIDE ORD Housing 54.00SCHOOLS Single Family CO -WIDE ORD Housing 91000.00PARKSN/A 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 91000.00 00 00 AMOUNT DUE 00 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE. SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHT'S OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMDAYSOFTHEUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDATEABOVE, NO LATERCERTIFICATEOFOCCUPANCYBO'R OCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESC;OVERNING APPEALS MAY BE PICKED UP, 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 THEPAYMENT SHOULD YCHECK OR MONEY ORDER, AND SHULEFRENCE COUNTYBUILDINGPERMIT NUMBERATTHE`'OP LEFTQOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING ISSUED WITHIN60CALEN'DAR .DAYS FROM THE DATEABOVERMTT IS NOT p4t' AW, T CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 6_ T 7 7 Documented Construction Value: Job Address: Z T!`)u 2— (!!;' (IDetv— n Q_(_" Historic District: Yes [I NO Parcel ID: 27- 20 "?-0 '3 Z(.a Qo 0 0 o 1 9 0 Residential IV Commercial Type of Work: New 4 Addition E Alteration 11 RepairEl Demo 11 Change of UseO Nto%e 13 Description of % Vork-', Plan Review Contact Person: Title: Fax: Q_ JQ4_K Property Owner Information Name ? LU- 1 Phone: Street: 3- a Resident of property? t1_r>L City, State Zip: IrAL-5U a,, _7' =7 Contractor Information Nianic ?ID\ JD 1A Y) Phone: Street: Z2':: Fax: - City, State Zip: State License No.: CUC, 1f i Y Architect/Engineer Information Name: l—_ Phone: Street: !,LZ 5 Fax: E-mail: C 4rr-f m ai1: Pb-k I \,L Lc C itSt' Zi P: L k C'-zNj-PCv I Y' 3 L ' Bonding Company: Address: Nlort- a- e Lender: M MAddress: ARNING TO W'i,.NER: YOUR FAILURE TO RECORD ANOTICE OF COMME NCENIENTMAN RESULT IN YOUR PAYING TWICE FOR [,Ivt?RO%'E.N(EN,rS TO YOUR PROPERTY. k NOTICE OF COM.MFNCEMENT Nilus'r BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEc'rto.N, IF YOU INTEND To OBTAIN FINANCING, CONSULT NITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is lici-chy made toobtain aper:nit to do t.,-e work ar.d installations as indicated. [ certify -Ila( no work or installation has commenced prior to the issuance of a per -nit and that a!l work will' e performed to meet standards of all Ia%01 CC'JUiLM 1- C011"W-UCtc011 in this jurisdiction. I understand that a separate perntit must be secured for electrical %vork, plumbing, signs, wells, pools. furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the (late )t`application and the code in effect is o0hat date: 314 Edition (2014) Florida Building Code Ro i se d I k i tie ' ); 1, 2 0 ( i Pcitim \111'(1cation IC: tags perrlit, t Ct': ira`r to C.'Us ')C'?l:er'.y tilal May qC i'Ott. 11 ill -.1C ptlb;.0 rCCov,:i of tics coun:V, and lliorc may bd a::<lCrtJnu. aCrl^,:C$ rP.itt::k":C: f.Oxn otlw. y.^.Y.rCnl.'.UC,^.f B.iaCcs ittc.t a5 wi,e:' 1aC'2aCt1.Ct:'. 1kt;tc`.9, 3ta:C agen:tos, of [e(!31'1i a-,,acCCJ. Accepraace e.' pertr.'.: is vcriacation that I gill tmtir`i,Le o v,.ar ie the prape:^t cc the requ`.r.rncn ; of Flonza Licn Law, FS 7[ T:e Cie. of SanCovd req::ires payrlerc of a plan r,:vie:v fea at the -ice e a 7po.mit suhaa:ttal..A copy of the executed coa:ract is cagt:ir!d in orcer to calculate a plan, review chirp and `HiC i1•e consiccr:dtt:e-stiaiarcd c rst cot on vat -,to u` Lhc job at die :ims of aubcuttal. Tt soma:-onstrxtictl value Xili be ti;ttmd bisect on die current [CC ti'afuatioc Tabl: in affzat at d:: %cie ;ha per^iit is issusd, in a::co.dari;e wide ;coal ardiaaaca Should ealca:ated chargei '-,pr..d o'T 6d cte urd contract eccccd tl:e ach:a4 const%ctio;: value, cradi: will he applied to y.ur permit foci when the Permit is iss.:ed. QWNER'S AFFIDAVIT: I certify that all of the foreacino information is accurate and that all work will be done in compliance vvid, all applleable laws re;ulauna construction and aonina. sqi tcty of O ,i .A3c Ca c Sig lnalra 13"9KNIct .tg Daic ainc RACHEL BLACK`NELL Notary Public - State of Florida My Comm. Expires Jan 12, 2913 Commission # F-0&2350 Ole or Produced ID Ty- of TD KACtt"-BLA-"7LL Notary Public - 5tata of Florida ply Comm. Expires Jan 12.201a Commission fix FF 062150 A o- + c'::ionnll`! ' rotV to Vc Cf' ro(Liecd ID Tvce or D BELOW IS FOR OFFICEUSE ONLY Permits Required: BuiiJinalert;cli lachanieal KI ? binLP?' Gait Roof Construction Type: VS Occupancy Cie: Flood Zone: Total Sq Ft of Bldg: 211-.ZZ Min. Occupancy Load: \ A of Sturies: Z' eiv Construction: Electric - # of A nps (( Plutnhin; - # of Fixtures l —7 Fire Sprialder I'erlatit: Yas No of Head; APPROVALS: ZO iT",`G: 5'4- UTILITI1ia: or E1IGC iEER `ACT: fl, 30-,(Era& Fire : alarm Permit: YYi x•J WASTE WATER: BUILDING: COMMENTS: (: ate Rscisr_: funs 30, 7.0(i Nagiit A0p:ic3tion Rscisr_: funs 30, 7.0(i Nagiit A0p:ic3tion Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC 18387 RECORDING INFORMA1 ION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0190 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 19, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2862 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 company I I I 1 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Sa>tne 4. Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 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 final payment to the Contractor, but will be 1 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 CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT 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 Delaware limited liability company By:_ — John Kingmarl'keati Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTH CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution p the foreg instrument because - personally know him/her/them OR I have satisfactory evidence of same based upo a _ Florida fiver's license or _ O er tdentification: offWITNESSmy1ocials in the State and County oresaid this 5th day of June, 2018. ow(PU6. SANDRAGREER Not• y 4Pub c fig r< Commission # GG 123703 a. AcE uor Y AME& SEALIMM IAILLY BELOW) Expires September 8, 2021 Fof FVQQ' BoMeQ Ttpn 600 Notary Sawn GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2018065178 BK 9148 Pg 1451; (1pg) E-RECORDED 06/08/2018 08:30:39 AM 10. 00 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: C:A:r i[IIT Min Max Inspection Description 10 Underground Electric I0 Footer / Slab Steel Bond 20 1 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 1-7 Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTIONFI PERMIT APPLICATION 97ApplicationNo: _ = Documented Construction Value: S (l Job Address: _ if `Z eaIlopey - CA Historic District: Yes NoParcelID: 22. 'Zv '3ca . cSU v Residential [W Commercial Type of Work: New ] Addition alteration Repair Demo Change of Use .Move Description of `-Vork: }j fct , , !;:. t, _, -- r ,-. t .. . __ _ Plan Review Contact Person: Title: - Fhone:i° Fax: ' Email -Rol G , ts' Property Owner Information Ndpkes Name Q - _,rxgI (',---, t Phone: -113 Street: City, State Zip: Resident of property r_! Contractor Information Name 7 t-- Phone: Fax: A107- Street: Z2_• tSC'C.%-'tc r<<, _ _.-. City, State Zip: •[-[- .- _ State License No.: CC GIS'I,R 3Ct 1 Architect/Engineer Information Name: (t Ci'A t7•t.z I t • 1 rk .--, Phone: Street: Far: UO I city, St Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO=tINIENCE LENT MAY RESULT IN YOURPAYINGTWICEFORINIPRO1,7ENIENTS TO YOLK PROPERTY. A NOTICE OF CO-IIIENCENIENT IUS•r BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCONUIENCENIENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate peraut ntust be secured for electrical (cork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 103.3 Shall be inscribed with the date of application and the code in effect as of that date: 514 Edition (2014) Florida Building CodeRvvise& ltrnr 94. 'o t> Prnnit Application VOTIC$':: Ir, add:'ioa to too requ'.r,-mc::(3 of tlrs permit, t:er: may b: addir:aau-:azrnctions appiica'bic to t'.tis pral:er:y lira: may be foltai to :he pubL'c mcot::i of this coon y, and there may be addiri--na: xra cs regtsred Sara ogre: ec:it•'cs such as Wa!er nar'aa.n:er: dist:ICS, 3-tare agencies, of federal a-encies. A.-ceptrace :° pertr,'.! is vcriacatiot: that I will retify tL•e aviner of tho prape:r, cfthe requircmn s of Flarica U--n Law, FS " U T::e City of Sanford req-Ares payraunt of a plan review fee at the 17e oipea--.it st:baitt_l. A Cap;/ of the executed cor:ract is required in order to calculate a plan review charge and wit be considcra4 d:a estimated cccst.cctioa val,tc of the job at :lie :into oesubmittal. The acata: constr ation value wilt be figured bosed on the current [CC Valu at -:ea Tabl: in e!f2ct at dw time the per.^ut is issucd, in acco:dea" with :ecal ordinance. Should calculated charges ftjrad off Eta ace.-uteel contract e:tce::d tl:c actua: constructioa value, credit will be applied to your por..mic fees when the permit is iss::cd. QWN*ER'S AFFID M: I certify that all of the fore?cirtp information is accurate and that all work will be done In compliance with all applicable laws regulating constructioa and zoning. p3wr"4- 0 4--ollJ;) _ Si.,116cm ofok. .A.; Cec Si araro:C .c rtt,ec t3au witr`1- , o DUt 1 e uA Pcinr de n- l.at' 'awac Pr ti: Cun =Aga: CaLia1 s ez— G t' o r' RACnEL BLACKwELL Notary Public - State of Florida l,a' a RACE LACKNELL a ', Notary Public -State of Florida cQd' my Comm. Expires Jan t? , 2013 Q, hty Comm. Expires Jan 12, 2018 o:l.,,,' Commission # FF O6_g50 Qyaetz a &ory## top4°rt, Ole or a ;;: Commission # FF o621,50 s a4- e:sc ally no1,v to Nfe or Produced 0D Type of ID Prcd:.tced ID ype o BEL•Otiti IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 0 Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mitt. Occupancy Loud: # of Stories: ew Construction: Electric - # of Ainps Plumbing - # of Fixtures Fire Sprinider Permit: Yes No El 9 of Heads First Alarnf Permit: Yes \lJ APPROVALS: ZONLMgG: UTILIT:- ES: /` K -(- WASTE WATER: EVGI iEERf Cr: FI:2E: BUILD NI G: CONINILNTS: R<:Y:SC': rU a 30. 20ti P.rm(t Appk3tian 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: Twiggers@dwhomes.com Property Address: 2862 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0190 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 011 New structure Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 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) 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: 0 floodplain El floodway F-J A portion of the parcel is in the: 0 floodplain El floodway FEW The parcel is not in the: FE-1 floodplain F-1 floodway El The structure is in the: El floodplain E] floodway El 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# 18-1797 Reviewed by: Michael Cash, CFM Date: April 30, 2018 r It i Application for Paged Driveway, Sidewalk or Walkway Including Right -of -Way Use & landscaping in Right-af-Way Kv"'°'rrcrsr.rav Department of Planning & Qevstopment Sertieos 3CO forth Park Avem e. Sarford, Icrda 32771, Phore: 4 7 jU.5140 Fax: 407.3H4.5141 GIs perm autorzatj v:rk :o uo done or To %1-ject property or `n"OIty of Sanfor"'s right-of-way;r acccrtfanc3 witt `he C10i•3 rayu avers and the Vacned :or.3 ac Icn;tans approved as par; br this perm he perrr.t s raquirec for itirerray It Q31 sidewe* convuction c,er 10C aq:.are feet at .-ncrete or 36hef materfal or the 3ubie, t ca:cel and ( or a y ra=slrurticr of 3 drfvevray wad,'"ay or- la cscaoe Improvertu ss wilhen the city right-of•way. t does net aopfo.s any :rc(k wl7lin alrl btler Ld3dl: 1lot) s right -of -gray. XI reaueatsd infcrmallon tefow as w i as 3 r.:rent aurray, sits Sian or plet :teary dentlRf'^rg 'Fe 4,s,, *vt bolow, slza and !oeatfon :f the miming rigrq_;4 -way and use 3Pall ba ,crovtcee sr apf>ticatlnn could oe..efayed. Call zeras,way, 1. Prclect LcCAcj-i!Yidrsss: 2 Pr000sed Aedvity: Orleasy 'vsraikvay Ciher 3. Scheduja cf 1+sorC Star,. Oat -'`jam Ccmalodcn Cale Stmergerc/ 2;paira 4 Erief :esCrlpflGr at lrsrarl.c This application is submitt d by: Prnpe, ty der F r . Sign;: urn' r _,,,•„_ _.._ -;irt Mamaii C Address: Qtl '{+ 1 I w 'A fi'' r! 4 I plone:9Q.- I-'1t C7_j—e0C> Fan Swalt b_&A Oates: f I Malntartar,Ce Ras oonsioilitiasllndemnificatfon rye Rio: estcr anj ;^i' a4ccanscr3 ante as3ign3; rail re ^aaacnsibie fcrpa ,atuat nalnterarca of he marore iont;rs ailed rcor ;his Agrse ten , v shall 'nc: cde sa:ntzrtznca if to 'marcverranl and unpaeod poron t rrynr of-wvy adja_ant trere.a. Raquestcr may, w C rratan Cay aia^erzation, remove 3, W rs3.47siefir7rer.T,amLY t ?Lily raitorfng t, s cN-of-sec, to its previous coozIlion. Ir the v er: ;hat arty iuturs wrst,,ctun of ttiwossys, uUGtms, s: xrcvvatar racr[it:zs Zr ary pwarai mmntanarca aetivittas by ",ha City bocomss al a?ni c: nith. tra above par-3tac 3Cpvdy, the oerniaee shall remove, 'arccate andtor repair as vecsssari at na cast to :ne ^,ity of SarforJ rsap r 3s suzh 'actlitles are in he xok ;ht-of-.ray tf itia Pog4astor riots r.or cWunuctzty ,ra rtmr 'he inprc,errert wd area n acccrdarca vrh pravi usiy stateo urtana, or :ompiately rasiora the lGrf-,,f-Nay o its aravia,s cordilon, !re City shaft, aler 3pproo late -odca, rastcre the aria to it, arsv'%3 _cn9itlgn at :he Racuastor'a axoersz ard, f ^•ecessary rite 3'.an -.n :ns R aquentar' a;rrVer;y It 'wovmr;,Cs;s of testoral;or, ro :ha f ildsf axlent „ormIted by aw, Roctnestor agiaes'Ct la`aad, •ocarrnliy, and tla,l 'ldrmlesS'Pa C"y iB ,cnGlt:eraena, ;agents, 301,crts. or "-n?ppfay- sas ;aopairtad, aleC d, 30,iract 'rc;T and a ir.3t any rd all :iarnt has Claims, Panaaies, damards, iL ts, judgmerts. ossas, expsrses. damages fckeet loclracr or massquevuel), or rjuri Cf any wwre x; itsoavar to parson cr .1m:;eriy, ird the =its 3rd axpen333 ncident 7halato ncudirS outs o' defrrn". soft' lmani, and easoracla attorney; fnoa ua to and tnclucb Iq 3;1 appeal„ rast,ltrrg'r any feshtar'r;m ar w,3ng Jrrectly : r&a_ctty rut of 4r nroc:od with hs ,aa oftna cihi's •!yht•ot-tray. I have r ad and and s an tha above staternant and by signing this application I agroe to its terms. 5lgraturs: ` pate: This permit shall be posted on the site during construction. Ptaase call 407383,5444 14 hours in advance to schedule a pre oour'rt3pac:sett. Pre -pour Irscectcn try: Arpllcatim, Na. Re vl owsid: Pubitc `Mcrits 1IJNas Approved. crgin- errrg d ,,` Cate: Official Use Only Fse. Cate: Gott. _ 3atc. Data- ' td Gate. I Special Permi' Cernd;t:ons: A.Yr. Vntrur 3 'w'W;T. der LILMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole Count, Winter Springs Date: hereby name and appoint: t an went of: G•V C, i to be my lawful attorney - in - fact to act for me to apply for, receipt Cot-, sign for and do all thinks necessary to this appointment fear (check only one option): Thy speci "tic permit and application for work located at: 9f a ? t pll:" C_C 12_Li 4- ts(ret -karts, w Expiration Date for This Limited Power of,4ttarney:.. License Holder Name: 1 ---- State License Number: Signature of License STATE OF FLORIDA COUNTY OF The foregoing instrumez 4v.s ackno vtedpv<tf before me this ( day of . 20(L `?R , by fit ' wha is V ersonal ly known to me or o who has produced - as identification and who did (did not) take ignavure L(I Notary Sea[) Print or type name j ::r''%o,RACHEL BIACKNF l Notary Public - Stata of Fionda hty Comm. Expires Jan 12. 2013 ; Commission # FF 0623 J t Ra4. ON 12 ) Notary Public - State of Commission No. Vfy Commission Expires: Print Mmniont" `:ij)t'tng, C1F7.iE.`f'):co, Loag "ovn Watt i7i1Rft?M 11 F I' 1 it '":. . t Ff-i.;i. ..»...irt..,wi(yae.'C.Z. F'•"' '. "_. R++ \v.. P la Ct:rYC;id!MCiOlt tot' al.IthOCiZtll'; tiles [kJl)iQli<<1' Ul1Ett}' Cvl U.6:' C awry.__ .,t; iAc;lIQ. 44', ,1?.at 4VlCE`,?(ZCj urtc'erstaad the Wowing: 1. This T'ugr`i're-power ar Piica:ion is vaiia only ta• o7e-<:rxt two-t'ttmil j dweltutgs. 2. The facility w',1l not be occupied antic a earti.ficate of ac;;upmcy Etas been issued. 3. is the. jL:risdiction hereaCt,r fines that the facility has been occupied before it eer:iticati; of occupancy has, been issued, the jurisdiction wit: have the ur,itatara( e',gnt to direct Etta ;ttilit to terminate clactricai set•vic4 withaw nmire. Fuedtermore, we anderstan;l and agt•se that si.autd the jt:risdictior: esercis2 sash rih:, tl;e jurisdiction will trot be responsibie for any datnages or ecsm wh[ch may result froth the exercise of such rig,F;t. Also, in the 4Y4tzt any third par_y e!auns r1wages fretn the exsrcise of sash right, we agree to jointly and iltdi ,rictualiy ii.ciarnoiFy and hold haretiess the;urisdi«;ticn Friar_ all sueE•. daatages and costs, includitt- attorney`3 fees. t. Prior to pre•pawar, t,2e buiklii;; or strttcturc s',aEi be weathar tidlrt tad score. The 4EeetdeaE wiring in tha area designated for ara-Power AN be cocioete and in s<tf order, Al eie4trieat services associated urith fire area w'.fl be tQG'ln complete unless specifically approvedby €he alecu•ica; inspector, Cntariar eEectrcal room; steal; be loc.cable, if iasetricaE i one's tre in an area k(tat cannot be. locE;ecE b doors, the panels shall be sGiuiprted widt a lacicitt,- tn;chattism (approved i;u tle AI-tf). The ;icot7sed 4tectriea( contractor or his Eicansed representative stall hold thti !.eys(;) far W access to eiectricaE PGtnels to povant ener3izin4 circuits other than those that sre safe. U. This T(IGfPre-Power approval is valid for a nTaxitnurn of 130 da•/s From date ai zpttrovttl. 7. ( provided, :he ire spritlk!er system 7tust be oPurdionat Witt water~ on 'f;e system prior to Pee-Potiver. 3, TUG approval is for service and outside G['CI outlets only. Check wiflt the local j urisdictipu fur Pecs assuciat; d with tttp, f711, kVattiu of JWnedI'enant itratt a f}xn ri t srat t Prittr_ a a:'C.ie .Cotter^c'c:. Si; natq ff of Gan..ontrttcwr ien. Crtttru<aor [,ieensc =.` it_ z l C?iC'['lC?i i EiG(i?f.,C?Yc;;u ti:At•!r: Ctll. L ED iNT.rl 1'rE)!!m,a EMl';xY FOt'!da Rirr- € i?.tilf l i Name of EE,C.cntraceor Or:< tt;un 7tEL C'aran;;tcr El. C>>rcr.u:or [..iceme CERTIFICATE OF LIABILITY INSURANCE OATE (%Iwooiy-yy) 1 1 ' i23i2017 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: It the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER R.K. Gore & Associates Insurance Brokers, L.P 15901 Red Hill Ave Suite 100 Tustin CA 92780 CONrACTNAMe. Magali Nfelchor PNCNE 714-505-7000 714-573-1770 all mmelchor0rkgore,com INSURER S} AFFORDING COVERAGE NAIC 0_ INSURER A UNDERWRITERS AT LLOYDS LONDON 15792 INSURED WEEKL-1 INSURER 3 NIARKEL INS CO 38970 INSURERWeekleyHomes, LLC 1111 North Post Oak Rd Houston, TX 77055 INSURER 0 INSURER I! INSURER - COVERAGES CFRTIFICATF NUMBER. 6080768 RFNII-%InN NIIMRFR- THIS IS TO CERTIFY THAT 71E POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PCLICY PER10o INDICATED. NOTWITHSTANDING ANY REQUIREMDIT, TERM OR CONDITION OF ANY CONTRACT OR OTHER COCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE[) HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR! OF INSURANCE JACUL Sue POLICYt,rR TYPE wso WvO POLICY EFFIMMIO0'YYyY) POLICY EAP, MMIoO/YYyY LIMITS A 4 X COMMERCIAL GENERAL UAZIUrY B0595XR,4684015 71112015 71112013 EACH CCCQPRENCE S5.000,000 CILAIMS•MACE CCCLR17X UFO FXP rAny we -WWn) soIXQgntracualIiab PERSONAL & ACIVINXRy 35,1100 000XIncluded GFN'L AGGREGATE LIMIT APPL ES PER- GENERAL AGGREGATE 35.000 000 POLICY E PRC- E] JE,_'T PRCQLCTS . COMPICIP AGO 35,000 JOO OTHER. AUTOMOBILE LIABILITY i i f fE3 jcc;,1wC eODtLY!N.;URy`,P,)r 4ANYAUTO ALL OWNED SCHEDULED AUTO AUTCS I I 30 0ky;N-URY %Per ]CCIdemil S N HIRED AUTOS AUT'SON-OWNED Pw xcw"I) S U MIR1L;-LIA8 -X1 OCCUR1332, 4691743X3 CC C - 20 5 7!1,2015 711i2018 EAC4-CCLRREWC S5,300 NO AGGREGATE 5, 000000AAOEi X."C",A. P DEIRETFNTIOMS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y"'I ANY PROPRIETORIPARTNERiE, EO OFFICERWEMBER EXCLUDEC, UTiVE 14 1 A S7AT1,JrE I SR E.L. EACH ACCIC&IT S E.L, DISEASE - FA SNAPUDYIS-E S Man(I.I.ry In NH) III If ites. describe unaer L- ^,ISEASE, PCLICY1_1LJIT S OESCRIPTION OFOPEPAT!ONS 7e,.n F DESCRIPTION OF OPERATIONS I LOCA riONS: vEHICL_-S (ACORC 101, AddsUcnal Remarks Schoduie, may be Ittir,Chsd ifmare spaces, laquirad) SIR: $250. 000 - Bodily Injury SIR: $2, 000,000 - Property Damage Evidence of Coverage City of Sanford 300N. Park Avenue Sanford FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTArwe D 1988. 2014 ACORD CORPORATION. All rights reserved. ACORD 25 ( 2014101) The ACORD name and logo are registered marks of ACORD A 0 DATE (MMIDOIYYYY) A.. CERTIFICATE OF LIABILITY INSURANCE 2r26/2018 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 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 endorsements . PRODUCER CONTACT NAME---- As eY CaJr_. _--- ___ _-- Arthur J. Gallagher Risk Management Services, Inc. PHONE 713-935 881 1 FAX 713 358 5713 1900 West Loop South -ert- _. _E--(A etw -_ ---- Suite 1600 OQss MAIL ashley_cary@aIg com Houston TX 77027 INSUREFt(S) AFFORDING COVERAGE NAIC tt INSURER A Old Reoublic Insurance Comoanv 24147 INSURED INSURER B Weekley Homes, LLC INSURERC 1 1 1 1 North Post Oak Road wsuRER D Houston, TX 77055-721 i __---------------- _____ ___.__..---------_..___._--. I I INSURER F : 1 r'^nvcoAncc r^coTlclrATC An1MCCD• 10';2Rd10RR RFVISInAI MI IMRPR- 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. POLICY EFF POLICY EXP TYPE T OF INSURANCELTR INSO' WVD' POLICY NUMBER .. MMIDDtYYYY MM/DWYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE ! 3 4DAMACC;E TO -RENTED CLAIMS -MADE OCCUR PREMISE_tEa occurrence; ? ,... MED EXP ;Any Dne person,3 PER - PERSONAL S ADV INJURY ',. GEN'L AGGREGATE LIMIT APPLIES GENERAL .AGGREGATE S POLICY ?EC T J LOC PRODUCTS - COMP+OP AGO 3 OTHER: A I AUTOMOBILE LIABILITY '' , MWT6312417 311120?8 3l112019 EDMa dentNED SINGLE UMIT 1.00O.000 X a ANY AUTO '.,. '.., BODILY INJURY :;Per person; 3 OWNED ._.___..,: SCHEDULED BODILY INJURY (Per acpdent! $ AUTOS ONLY AUTOS HIRED NON -OWNEDXX PFt6PFRTi0i1MAGk SAUTOSONLY ',. AUTOS ONLY r ac " _.Fdent' X :,$250 DedComp ; X ,,$500 DedColl S UMBRELLA LIAB : OCCUR ''.. : '', EACH OCCURRENCE S EXCESS LAB CLAIMS -MADE.,'. AGGREGATE '. S DED RETENTIONS A WORKERS COMPENSATION iha11VC31241300 311t2013 311 X PER OTH- STATUTE AND EMPLOYERS LIABILITY Y / N ANY PROPRIET R PARTNER c.(ECUTriE E L EACH ACCIDENT S t,COO 2000 FF I CERiMEMBER-XCLUGEDI N 1 N I A, Mandatory in NH) E.L. DISEASE _A EMPLOYEE 31.000 000 i..f /es describe under DESCRIPTION OF OPERATIONS oelow ''. E.L. DISEASE - POLICY L.MIT S 1.000 000 DESCRIPTION OF OPERATIONS; LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability Tractors Only $1 ,000 Died. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 I.CK I II'IGA 1 C r1ULLJCK VAIVI.CLLA I IUIV 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 USA AUTHORIZED . PRESENTATIVE 9 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD FIFA El COUNTY OF SEMINOLE . IMPACT FEE STATEMENT STATEMENTBUILDINGAPPLICATIONI#00118-10000416 DATE: May 01, 2018 BUILDING PERMIT NUMBER: 18-10000416 UNIT ADDRESS: DIPPER CIRCLE 2862 22-20-30-520-0000-0190 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANTD ADDRESS: 1111NWPOSTEOAKOROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCETYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2862 GIPPER CIRCLE / REAGAN PQINTE / SFR EE BENEFIT RATE UNIT CALC UNIT TOTAL DUE - TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALSS ROADS -COSinglLLECTORSHQN/Ang CO -WIDE ORD 705.00 FIREnRgleESCUEmily Housing 00 LIBRARY Single Family SCH OLS CO -WIDE ORD Housing 54.00 Single Family I DE ORD Housing 9,000.00PARKS LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.Q0 1.000 dwl unit 9,000.00 00 00 AMOUNT DUE 9,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. 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 BUILDING DEPARTMENT OR CITY OF SANFORD 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 BUILDINISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE IS NOT 10 0 5/04/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:34:30 APPL # 18-10000416 PERMIT # RECEIPT # 0153183 OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI LIBRARY _R5_4_.0054.00 00 SCI SCHOOLS R 9000.00 9000.00 .00 SCI ROAD ARTERIALS R 705.00 705.00 .00 TOTAL FEES DUE ............. : 9_7_59.00 AMOUNT RECEIVED ............ : 9_75900 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS COLLECTEDBY:BY. §bDT02 -BALANCE DUE..........: .00 CHECK NUMBER ......... : 000002782294 CASH/ CHECK AMOUNTS_: 9759,00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot19ReaganPointe7513AGRN Builder Name: David Weekley Street: 2862 Gipper Circle Permit Office:. CR2 City, State, Zip: Sanford , FL , 32773 Permit Number TV Owner: jrc } Q (^i "V°t:-jc ( ' Jurisdiction: 69#00 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (3154.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1539.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1255.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1360.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1360.00 ft 6. Conditioned floor area above grade (ft2) 2228 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(312.8 sgft.) Description Area a. Sup: Attic, Rek Attic, AH: 2nd Floor 6 445.6 a. U-Factor: Dbl, U=0.34 312.78 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12, Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2228.0 sgft.) Insulation Area EF: 0,940 a. Slab -On -Grade Edge Insulation R=0.0 968.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 868.00 ft2 None c. other (see details) R= 392.00 ft' 15. Credits Pstat Glass/Floor Area: 0.140 Total Proposed Modified Loads: 72.50 PASSTotalBaselineLoads: 74.39 1 hereby certify that the plans and specifications covered by Review of the plans and p THE ST,4)' this calculation are in compliance with the Florida Energy specifications covered by this Q Code. calculation indicates compliance with the Florida Energy Code. vypFr, PREPARED BY: _ Russell Henry Before construction is completed DATE: March_19,2018 __ this building will be inspected for compliance with Section 553.908 I hereby certify that this buil ng, as sig d, is in compliance Florida Statutes. C CQi? with the Florida Energy Co WE OWNER/AGENT: _._ ._. __ t _ DATE: i1- BUILDING OFFICIAL: DATE: 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). 3/17/2018 9:31 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lott 9ReaganPointe7513AGR Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area 2228 Lot # 19 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Rotate Angle: 0 Street: 2862 Gipper 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 V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FLORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockll 2228 20371.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 st Floor 968 9031.4 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1260 11340 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 7 ft2 19 0.1 0 0.9 2 Floor over Garage 2nd Floor ---- ---- 385 ft2 19 0.25 0 0,75 3 Slab -On -Grade Edge Insulatio 1 st Floor 134.5 ft 0 968 W 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ---- ---- 868 ft2 0 0.28 0 0.72 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1519 ft2 340 ft2 Medium 0.85 N 0.9 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (11 in) Area RBS IRCC 1 Full attic Vented 300 1358 ft2 IN N 3/17/2018 9:31 AM EnergyGauge@ 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 Under Attic (Vented) 1st Floor 38 Blown 100 ft, 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1260 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To- - Wall Type-, S pace,-----.R.Value.F1 In Ft In- Area, R-Vatue Fraction -Absor, Grade% 1 NE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 32 0 9 4 298.7 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 55 6 9 0 499.5 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1 st Floor 7 34 0 9 4 317.3 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 023 0.6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 13 6 9 4 126.0 ft' 0 0 0,6 0 7 NW Exterior Frame - Wood 2nd Floor 19 55 6 9 0 499.5 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1 st Floor 7 55 0 9 4 5113 ft' 0 0 0,6 0 9 Garage Frame - Wood 1st Floor 13 38 7 9 4 360.1 ft' 0 023 0.01 0 DOORS Vft Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1 st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 46,5 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 7.0 ft2 1 ft 4 in 1 ft 3 in None None 3 NE 2 Metal Low-E Double Yes 0.34 03 N 17.8 ft' 1 ft 4 in 12 ft 9 in None None 4 NE 2 Vinyl Low-E Double Yes 0.34 0.3 N 72.0 ft2 1 ft 4 in 11 ft3in Drapes/blinds Exterior 5 5 SE 3 Vinyl Low-E Double Yes 0,34 0.3 N 20.0 ft' 1 It 4 in 1 ft3in Drapes/blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 7 SE 4 Vinyl Low-E Double Yes 0.34 0.3 N 12.5 ft' 1 ft 4 in 11 ft3in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 4 ft 2 in Drapes/blinds Exterior 5 9 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 4 ft 11 in Drapes/blinds Exterior 5 10 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 4.5 ft' 1 ft 4 in 2 ft 3 in None None 11 SW 6 Vinyl Low-E Double Yes 034 0.3 N 28.0 ft' 1 ft 4 in 13 It 5 in Drapes/blinds Exterior 5 12 SW 6 Vinyl Low-E Double Yes 0,34 0.3 N 18.0 ft' 1 ft 4 in 14 ft 11 in Drapes/blinds Exterior 5 13 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 14 NW 7 Vinyl Low-E Double Yes 0,34 03 N 8,0 ft' 1 ft 4 in 1 It 3 in None None 15 NW 7 Vinyl Low-E Double Yes 034 03 N 16.0 ft' I ft 4 in 1 ft3in None None 16 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 11 ft3 in None None 3/17/2018 9:31 AM EnergyGauge@ USA - FIaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Vft 1 Floor Area Ceiling Area 385 ft2 385 ftz Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 40.25 ft 9.33 ft INFILTRATION ft Scope 11 Wholehouse Method Proposed ACH(50) SLA 000407 CFM 50 ELA EqLA ACH ACH 50 2376.7 130.48 245.38 .3655 7 HEATING SYSTEM V # 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:8.2 40 kBtu/hr 1 Ducts sys#1 COOLING SYSTEM V# l 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 V, ft 1 System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name None None Collector Storage System Model 4 Collector Model # Area Volume ft2 FEF DUCTS 1 Supply ---- Location R-Value Area Attic 6 445.6 ft Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 111.4 ft Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 3/17/2018 9:31 AM EnergyGauge@ USA - FIaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORMR4O5'2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool nng an Fe b Mar Apr May Jun Jul Aug Oct Nov Dec Hea Jan Feb Mar j Apr May jXj Jun Jurj AXj jXj SS:p OctjXj Novd Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/17/2018 9:31 AM 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* = 97 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 (ft') 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: 2862 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2228 b. N/A Area c. N/A 312.78 ft' Ducts a. a. Sup: Attic, Ret: Attic, AH: 2nd Floor ft' 12. Cooling systems ft' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft' 13. Heating systems a. Electric Heat Pump 1.333 ft. 0.300 Area 14. Hot water systems 968,00 ft' a. Electric 868.00 ft' b. Conservation features 392.00 ft' None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the ab energy saving features which will be installed (or exceeded) in this home before final i pection Otherwise, a new EPL Display Card will be completed based on installed Cod compli f atures. Builder Signature: Date: Address of New Home: Lp Z C9 ((:p(e_ CAla.C(_$E -City/FL Zip:c:;, 7t 12 Insulation Area R=19.0 1539.00 ft' R=7.0 1255.30 ft2 R=13.0 360.11 ft' R= ft' Insulation Area R=38.0 1360.00 ft' R= ft' R= ft' R ft' 6 445.6 kBtu/hr Efficiency 40.0 SEER:14.00 kBtu/hr Efficiency 40.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat C"V11KE STq? Q n I i r'kut. 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. 3/17/2018 9:31 AM EnergyGaug f+ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 nar e•-v as tan .ttnkw eW loh yM3 cw planplas n by v Y scsl. 4ff-1w a r---------- X YVELL a ZCMEIDAtPERSYSTEM c&b to OWNER"S i OWNERS HUM RETREAT i bBATH f I f I S• I 4Tz rz f f 4 9CPRDIO f I SfI t MATS Ci77M tm t f f E) TH63 M[MMM f ITS 4ew trans; r` i6Ue a J 3' both duct a duct r BEORM 3a to roof cap srlIµm FAMILY DINING 1e14el t.cd t Is•. le a T4 W/fan x& Nutone 696RNB p I tMa » HONEYWELL Y8150 FRESH s* Iexle rep AIR VENTILATION SYSTEM6VI FreshAfrIOpC. Fi.EXAStE NETAL f1PE. 0a OR n-E 6• INSLLATE Y/L! fN MILT VRAP Y FMESM AM DAMPER3' bath duct NT toroofcapOUTSIDE Aar RETAIL m W/fan T M Y CW Nutone 696RNB lett4. eeedRET EATMeak4.. atcaa t bid+ chars to hrbtta6t* Must have a rk*4 dearance of 4_Inches around the the State Energy code..... All duct has an r=Ei Insulation value. i fv Y 42X42 A/C SLAB E BY BLDR MIN r , 2' FROM WALL i NMA b r m z iom Z'i i w W o CU QT 2 CAR GARAGE 0 M z v O 2 I N L 3 o o CD a` c U A I- J w 4 LL- zz Ratin2 ca w .. .. > z r-;ff. of Z n . dJ O D d 2 f a--1000 rDEL -AIR Manual S Compliance Reporfi Job: Lot19Rea9anPointe7513... y Date: March 17, 2018 AM CONDUMMM Enure 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, Lot19ReaganPointe7513AGRN 2862 Gipper Circle, Sanford, FL 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 31320 Btuh Outdoor design WB: 75.2°F Latent gain: 5140 Btuh Indoor design DB: 75.0°F Total gain: 36460 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: 31873 Stuh 102% of load Latent capacity: 6839 Btuh 133% of load Total capacity: 38712 Btuh 106% of load SHR: 82% Design Conditions Outdoor design DB: 40.9°F Heat loss: 27607 Btuh Indoor design DB: 70.0°F Entering coil DB: 77.4°F Entering coil WB: 63.9°F Entering coil DB: 68.1°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 149% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. wr ghtsoft- 2018-Mar-17 09:56 29 Right -Suited Universal 2018 18.0.10 RSU24015 Page 1 141101 _.ganpointe7513AGRN\Lotl9ReaganPointe7513AGRN.rup Calc = MJ8 House faces. SW DEL -AIR Component Constructions Job: Lot19ReaganPoinl:0513... J,, Date: March 17, 2018 xEatr+s °celm(noll" 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, Lot 19ReaganPointe7513AGRN 2862 Gipper Circle, Sanford, FL 32773 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (T) 41 93 Infiltration: Daily range (T) - 17 (M) Method Simplified Wet bulb (T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh,ft'-'F ft-'FBtuh Btuhlft' Btuh Btuh/ft' Stuh Walls 12E-Osw Firm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 216 0.064 19.0 1,86 403 2.01 436 gypsum board int fnsh, 2"W' wood frm, 16" o.c. stud: 12E-Osw Frm se 464 0.064 19.0 1.86 864 2.01 935 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 234 0.064 19.0 1.86 436 2.01 472 fnsh. 2" x6" wood frm, 16" ox, stud nw 468 0.064 19.0 1.86 871 2.01 942 all 1382 0.064 19.0 1.86 2574 2,01 2784 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 209 0,167 7A 4,86 1014 5,26 1097 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se 281 0,167 7.0 4.86 1364 5.26 1475 gypsum board int fnsh sw 80 0.167 TO 4.86 389 5.26 420 nw 505 0.167 7.0 4.86 2455 5.26 2656 all 1074 0.167 7.0 4.86 5221 5.26 5649 Partitions 12C-Osw Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 342 0.096 130 2,79 957 1.88 643 wood firm, 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, cir low-e innr, 1/4" gap, ne 47 0,340 0 9.89 463 22.5 1051 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium, 1.33 ft overhang (5.2 ft window ht, 1.27 ft Sep.): 6.67 ft head ht se 16 0.340 0 9.89 154 21.0 327 all 62 0.340 0 9.89 617 22.1 1378 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 7 0.340 0 9.89 69 26.5 186 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (3.5 It window ht, 1.27 ft sep.): 6.67 ft head ht 10C-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne 18 0.340 0 9.89 177 18.6 332 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (6.7 ft window ht, 12.73 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 72 0.340 0 9.89 712 22.5 1617 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 It overhang (6 ft window ht, 11,27 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 20 0.340 0 9.89 198 20.3 407 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium. 1.33 It nw 8 0.340 0 9.89 79 22.5 180 overhang (4 ft window ht, 1.27 It sep.); 6.67 It head ht all 28 0.340 0 9.89 277 20.9 586 F$h- wrightsoft- 2018-Mar-17 09 56 29 C 1-- ,,,.n,Y., ,_,.... , - Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 1 ganPointe7513AGRN\Lot19ReaganPointe7513AGRN.rup Calc = MJ8 House faces SW 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr. 1/4" gap, se 13 0.340 0 9.89 125 23.2 292 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4.2 ft window ht, 11.27 ft sep.): 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 23.2 362 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.13 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 23.2 362 1/8" thk, NFRC rated (SHGC=0.30). 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.88 ft sep); 6.67 ft head ht 26-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 5 0.340 0 9.89 45 27.1 122 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1.5 ft window ht, 2.27 ft sep); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap.. sw 28 0,340 0 9.89 277 23.2 649 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 13.41 ft sep.): 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap. sw 18 0,340 0 9,89 178 23.2 417 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 14.88 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 8 0.340 0 9.89 79 26.5 212 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 1.27 ft sep); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap. nw 16 0.340 0 9.89 158 26.5 424 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 8 0.340 0 9.89 79 26,5 212 1/8" thk: NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 11.27 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type se 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 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1358 0.026 38.0 0.76 1027 1.42 1925 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, amb ovr 7 0.050 19.0 1.45 10 0.73 5 20P-19t, Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 383 0.050 19.0 1.45 557 0,73 279 22A-tpl: Bg floor, light dry soil, on grade depth 135 0.989 0 28.8 3871 0 0 r'- wrightsoft- 2018-Mar-17 09 56 29 Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 2 ganPointe7513AGRN\Lot19ReaganPointe7513AGRN.rup Calc = MJ8 House faces: SW Project Summary Job: Lot19ReaganPointe7513DEQIR ... Date: March 17, 2018 NIEEntire 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, Lot19ReaganPointe7513AGRN 2862 Gipper Circle, Sanford, FL 32773 Notes: Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 29 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22432 Btuh Structure 24731 Btuh Ducts 3514 Btuh Ducts 5562 Btuh Central vent (52 cfm) 1661 Btuh Central vent (52 cfm) 1028 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27607 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment load 1. 00 31320 Btuh InfiltrationsensibleMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2754 Btuh Ducts 1020 Btuh Central vent (52 cfm) 1366 Btuh Heatingg Cooling Outside air Area ( ft2) 2228 2228 Equipment latent load 5140 Btuh Volume ( ft3) 21245 21245 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 36460 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 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 0.051 cfm/Btuh Air flow factor 0,044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 31 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i- wriphtsaft42018-Mar-17 09:56 29 Right-SuiteV Universal 2018 18.0.10 RSU24015 Page 1 ganPointe7513AGRN\Lot19ReaganPointe7513AGRN. cup Calc = MJ8 House faces SW DES-SIR Right-J® Worksheet Job: Lot19ReaganPointe7513AG... WAM AN 01111"111111TOMW Entire House Date: March 17, 2018 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 1 Room name Entire House kitchen/dining 2 Exposed wall 305.5 ft 31.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 13.5 x 18.0 It 5 Room area 2325.1 ft' 243.0 ft' 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) Btuh) Heat God I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V7J 12E-0sw Firm wall st 0.064 ne 1.86 2.01 270 216 403 436 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 47 0 463 1051 0 0 0 0 t{-GG 2B-2fv 0.340 ne 9.89 26.51 7 0 69 186 0 0 0 0 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 299 209 1014 1097 126 108 525 568 11 1QC-m 0.340 ne 9.89 18.56 18 0 177 332 18 0 177 332 2A-2ov 0.340 ne 9.89 22.45 72 0 712 1617 0 0 0 0 W 12E-0sw Frrn wall, st 0.064 se 1.86 2.01 500 464 864 935 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 20 9 198 407 0 0 0 0 2A-2ov 0.340 se 9.89 20.99 16 5 154 327 0 0 0 0 W 13A-7ocs Blk wall. s 0.167 se 4,86 5.26 317 281 1364 1475 168 155 755 817 2A-2ov 0.340 se 9.89 23,18 13 0 125 292 13 0 125 292 D 11 DO 0.390 se 11.35 12.11 24 24 272 291 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.86 2.01 270 234 436 472 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 28-2fv 0,340 sw 9.89 27.08 5 0 45 122 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 126 80 389 420 0 0 0 0 2A-2ov 0,340 sw 9.89 2118 28 0 277 649 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 18 0 178 417 0 0 0 0 12E-0sw Firm wall, at 0,064 nw 1.86 2.01 500 468 871 942 0 0 0 0 2A-2ov 0,340 nw 9.89 22,45 8 0 79 180 0 0 0 0 2B-2fv 0.340 nw, 9.89 26.51 8 0 79 212 0 0 0 0 2B-2tv 0,340 nw 9.89 26,51 16 0 158 424 0 0 0 0 U! 13A-7ocs Blk wall, s 0,167 nw 4.86 5,26 513 505 2455 2656 0 0 0 0 G 2A-2ov 0,340 nw 9.89 26,51 8 0 79 212 0 0 0 0 P 12C-0sw Firm wall. r- 0.096 2.79 1,88 360 342 957 643 126 126 352 236 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 1358 1358 1027 1925 0 0 0 0 F 20P-19t 0.050 1,45 0.73 7 7 10 5 0 0 0 0 F 20P-19t 0.050 1.45 0.73 383 383 557 279 0 0 0 0 F 22A-tpl 0,989 28.78 0.00 968 135 3871 0 243 32 907 0 6 c) AED excursion 0 165 Envelope loss/gain 17795 18942 2840 2080 12 a) Infiltration 4638 1469 488 155 b) Room ventilation 0 0 0 0 13 1ntemal gains. Occupants @ 230 4 920 1 230 Appliances/other 3400 1200 Subtotal (lines 6 to 13) 22432 24731 3328 3664 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22432 24731 3328 3664 151 Duct loads 1 16% 1 22% 1 3514 5562 101% 10% 333 366 Total room load 25W1 302931 3661 4031 Air required (cfm) 1333 13331 188 177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F+ 2018-Mar-17 09 56:29 Right -Suite" gUniversal201818.0, 10 RSU24015 Page 1 4f! ganPoin[ e7513AGRN\Lotl9ReaganPointe7513AGRN.rup Calc = MJS House faces: SW DEL AIRNuffmOMMON Right-JO Worksheet Entire Mouse DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot19ReaganPointe7513AG... Date: March 17, 2018 By: RH 1 Roan name family pwdr 2 Exposed wall 54.0 ft 8.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 538.6 ft 4.5 x 8.5 ft 5 Room area 538.6 ft' 38.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ftz--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 12E-Osw Frm wall, st 0,064 ne 1.86 2,01 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 26.2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs 6Ik wall. s 0,167 ne 4.86 5.26 154 82 398 431 0 0 0 0 1 1 10C-m 0,340 ne 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 72 0 712 1617 0 0 0 0 W 12E-0swFrmwall,st 0,064 se 1,86 2,01 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20,99 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall.. s 2A-2ov 0.167 0,340 se se 4.86 9.89 5.26 23.18 33 0 9 0 42 0 46 0 0 0 0 0 0 0 0 0 p 11DO 0.390 se 11.35 12.11 24 24 272 291 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 27,08 0 0 0 0 0 0 0 0 13A-7ocs Blk wall. s 0.167 sw 4.86 5.26 14 14 68 74 0 0 0 0 2A-2ov 0,340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 2118 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, at 0.064 nw 1.86 2.01 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 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 rm 9.89 26.51 0 0 0 0 0 0 0 0 Y,V 13A-7ocs Blk wall, s 0.167 r1w 4.86 5.26 303 295 1435 1552 79 79 385 417 t--(" 2A-2ov 0.340 nw 9.89 26.51 8 0 79 212 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.79 1.88 234 217 605 406 0 0 0 0 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 1613-38ad 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 0.00 539 54 1554 0 38 9 245 0 6 c) AED excursion 105 27 Envelope loss/gain 5369 4739 630 390 12 a) Infiltration 836 265 132 42 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants g 230 2 460 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 6205 6464 762 432 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6205 6464 762 432 151 Duct loads 1101/6 10% 620 646 10% 10% 76 43 Total room load 6825 7111 838 475 Air required (cfm) 351 313 43 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighlsrco2tt 2018-Mar-17 09 56:29 Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 2 ganPointe7513AGRN\Lot19ReaganPointe7513AGRN.rup Calc = MJ8 House faces: SW w DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING &1 AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Wtb WWW.DEL-AIR.COM Job: Lot I9ReaganPointe7513AG... Date: March 17, 2018 By: RH 1 Room name study mstr wic 2 Exposed wall 40.5 ft 20.5 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 147.8 ft 1.0 x 81.3 ft 5 Room area 147.8 ft' 81.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/fV-'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 12E-0sw Frm wall, st 0.064 ne 1.86 2,01 0 0 0 0 59 59 109 118 i--G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 111 ---GGG 2B-2fv 0.340 ne 89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall. s 0.167 ne 4.86 5,26 19 19 91 98 0 0 0 0 11 1OC-m 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 89 22.45 0 0 0 0 0 0 0 0 W 12E-0sw Frm wall, st 0.064 se 1.86 2.01 0 0 0 0 126 126 235 254 2A-2ov 0.340 se 9,89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 9.89 20.99 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall. s 0.167 se 4.86 5.26 117 117 567 613 0 0 0 0 EJD2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 11 DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw Frm wall, st 0.064 sw 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,89 2118 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 j 13A-7ocs Blk wall. s 0,167 sw 4.86 5.26 112 66 321 347 0 0 0 0 G 2A-2ov 0,340 sw 9.89 23.18 28 0 277 649 0 0 0 0 G 2A-2ov 0.340 sw 9.89 2118 18 0 178 417 0 0 0 0 W 12E-0sw Frm wall, st 0.064 nw 1,86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 r1w 9.89 22,45 0 0 0 0 0 0 0 0 2B-2fv 0.340 r1w 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 VV 13A-7ocs Blk wall. s 0.167 nw 4.86 5.26 131 131 635 687 0 0 0 0 t-G 2A-2ov 0.340 nw 9.89 26.51 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 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 81 81 61 115 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 0.00 148 41 1166 0 0 0 0 0 6 c) AED excursion 268 34 Envelope loss/gain 3233 3079 405 453 12 a) Infiltration 627 199 306 97 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 3861 3277 711 550 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3861 3277 711 550 15 Duct loads 10% 10% 386 328 251% 38o/ol 180 211 Total room load 4247 3605 892 761 Air required (cfm) 218 159 46 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VI-1- wrtgtwtstaf!" 2018-Mar-17 09 56 29 Right-Suite(0 Universal 2018 18.0.10 RSU24015 Page 3tGAg ganPou1te7513AGRN\Lotl9ReaganPointe7513AGRN.rup Calc = M38 House faces: SW 14fJ DEL --AIR Right-J® Worksheet Job: Lot19ReaganPointe7513AG... mom IW caleffilum Entire House Date: March 17, 2018 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 1 Room name mstr bth mstr we 2 Exposed wall 9.5 ft 0 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 122.0 ft 1.0 x 20.8 ft 5 Room area 122.0 ft' 20.8 111 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 Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Frm wall, st 0.064 ne 1,86 2.01 86 79 146 158 0 0 0 0 2A-2ov 2B-2fv 0.340 0,340 ne ne 9.89 9.89 22.45 26.51 0 7 0 0 0 69 0 186 0 0 0 0 0 0 0 0 Vt 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 11 G 10C-m 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 II-GG W 2A-2ov 12E-Osw Frm wall, st 0.340 0.064 ne se 9.89 1.86 22.45 2.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9,89 20.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.99 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 2A-2ov 0.167 0.340 se se 4.86 9.89 5.26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11D0 12E-Osw Frm wall, st 0,390 0.064 se sw 11.35 1.86 12.11 2.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0,340 sw 9.89 27.08 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 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 12E-Osw Frm wall, at 0.340 0.064 sw nw, 9,89 1.86 23.18 2.01 0 0 0 0 0 0 0 0 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 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 r G 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 P L 12C-Osw Frm wall, r- 0.096 2,79 1.88 0 0 0 0 0 0 0 0 11 D0 0.390 n 11.35 12,11 0 0 0 0 0 0 0 0D C 16B-38ad 0,026 0.76 1.42 122 122 92 173 21 21 16 29 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 0 0 0 0 0 0 0 0 6 c) AED excursion 33 2 Envelope loss/gain 308 484 16 28 12 a) Infiltration 142 45 0 0 b) Roan ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 450 529 16 28 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 529 16 28 15 Duct loads 1 25% 38% 114 203 25% 1 38% 4 11 Total room load 4 732 20 38 Air required (cfm) 29 32 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r$w- 2018-Mar-1709:56:29 Right -Suite@ Universal 2018 18.0.10 RSU24015 Page 4 ganPointe7513AGRN\Lot19ReaganPointe7513AGRN.rup Calc = MJ8 House faces: SW QDEL-AIR Right-JO Worksheet xrant® . am Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD.. FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web WWW.OEL-AIR.COM Job: Lot19ReaganPointe7513AG... Date: March 17, 2018 By: RH 1 Room name mstr rm bth 2 2 Exposed wall 32.0 ft 0 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Roan dimensions 14.0 x 18.0 ft 5.5 x 9.0 ft 5 Room area 252.0 ft' 49.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number Btuh/ft?'F) Btuhlft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12E-Osw Frm wall, at 0.064 ne 1.86 2,01 126 79 148 160 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 47 0 463 1051 0 0 0 0 28-2fv 0.340 ne 9.89 26.51 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 11 4--G 10C-m 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 I-G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.86 2.01 0 0 0 0 0 0 0 0IW _ I--i 2A-2ov 0.340 se 9.89 20,34 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 se 9.89 20,99 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall. s 2A-2ov 0.167 0.340 se se 4.86 9.89 5.26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 1100 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, at 0.064 sw 1,86 2,01 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 2118 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 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 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 rnv 1.86 2.01 162 154 287 310 0 0 0 0 2A-2ov 0. MO nw, 9,89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 8 0 79 212 0 0 0 0 2B-2fv 0,340 nw, 9.89 26,51 0 0 0 0 0 0 0 0 W 13A-70cs Blk wall, s 0.167 ryw 4.86 5.26 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 nw, 9.89 26,51 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 11 DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.76 1.42 252 252 191 357 50 50 37 70 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 28 28 40 20 F 22A-tpl 0.989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 180 5 Envelope loss/gain 1167 1911 77 85 12 a) Infiltration 478 151 0 0 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1645 2892 77 85 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1645 2892 77 85 Duct loads 25% 38% 417 1109 25% 38% 20 33 r Total roan load 2062 4001 97 118 Air required (cfm) 106 176 5 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. H+ 2018-M ar-1 7 09:56:29 Right -Suite?) Universal 2018 18.0.10 RSU24015 Page 5ACP9 ganPointe7513AGRNtLot79ReaganPointe7513AGRN.rup Calc = MJS House faces. SW DEL -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: Lot19ReaganPointe7513AG... Date: March 17, 2018 By: RH 1 Room name bdnn 3 bdrm 3 wic 2 Exposed wall 12.5 ft 6.0 ft 3 Room height 9.0 it heat/cool 9.0 ft heat/cool 4 Room dimensions 10.5 x 12.5 ft 4.5 x 6.0 ft 5 Room area 131.3 it' 27.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftl Load number Btuh/W °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 12E-Osw Fnn wadi, st 0.064 ne 1.86 2.01 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 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 V l 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 11 10C-m 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0,064 se 1.86 2.01 113 93 172 186 54 54 101 109 2A-2ov 0.340 se 9.89 20.34 20 5 198 407 0 0 0 0 2A-2ov 0.340 se 9.89 20.99 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0 LJD2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 11 DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-Osw Fin wall, st 0.064 sw 1,86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 28-2fv 0.340 sw 9,89 27.08 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 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 12E-Osw Frm wall. at 0. 340 nw, 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 r1w, 9.89 22.45 0 0 0 0 0 0 0 0 2B-21v 0,340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4,86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0.340 rry 9.89 26.51 0 0 0 0 0 0 0 0 P 12C-Osw Fnn 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 1.42 131 131 99 186 27 27 20 38 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 89 89 130 65 27 27 39 20 F 22A-tpl 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 201 11 Envelope loss/gain 599 1045 160 155 12 a) Infiltration 187 59 90 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 786 1104 250 184 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 786 1104 250 184 1151 Duct loads 125% 38% 199 423 25%1 38% 63 70 Total room bad 985 1527 313 254 Air required (cfm) 51 67 16 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- wrlght:vTt' 2018-Mar-17 09:56 29 Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 6 ganPointe7513AGRN1Lotl9ReaganPointe7513AGRN.rup Calc = MJ8 House faces. SW T4DEL: AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-3333853 Web WWW.DEL-AIR.COM Job: Lotl9ReaganPointe7513AG... Date: March 17, 2018 By: RH 1 Room name bdrm 2 wic bdrm 2 2 Exposed wall 10.5 ft 14.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 4.5 x 6.0 It 1.0 x 166.5 ft 5 Room area 27.0 111 166.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ftz °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 12E-Osw Frm wall, st 0.064 ne 1.86 2.01 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22A5 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 26.51 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 1 1 1 OC-m 0.340 ne 9,89 18.56 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W u 12E-0sw Frm wall, st 2A-2ov 0,064 0.340 se se 1,86 9.89 2.01 20.34 54 0 54 0 101 0 109 0 5 0 5 0 8 0 9 0 F- t -G 2A-2ov 0.340 se 9.89 20.99 0 0 0 0 0 0 0 0 W` - 13A-7ocs Blk wall. s 2A-2ov 0.167 0.340 se se 4.86 9.89 5.26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 11DO 0,390 se 11,35 12.11 0 0 0 0 0 0 0 0 W 12E-Osw Firm wall, st 0.064 sw 1.86 2.01 41 38 71 77 122 104 193 209 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 16 0 154 362 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 sw 9.89 27.08 2 0 22 61 2 0 22 61 13A-7ocs Blk wall. s 2A-2ov 0,167 0.340 sw sw 4.86 9.89 5.26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vh12E-Osw 2A-2ov Frm wall, st 0,340 0.064 sw nw, 9.89 1.86 23.18 2.01 0 0 0 0 0 0 0 0 0 5 0 5 0 8 0 9 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 2B-2fv 0.340 0.340 nw nw, 9.89 9.89 26.51 26,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall.. s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 nw 9.89 26.51 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 11 DO 16B-38ad 0.390 0,026 n 11.35 0.76 12.11 1.42 0 27 0 27 0 20 0 38 0 167 0 167 0 126 0 236C F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.45 0.73 27 27 39 20 167 167 242 121 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 127 Envelope loss/gain 254 308 755 1134 12 a) Infiltration 157 50 217 69 b) Room ventilation 0 0 01 0 13 Internal gains Occupants 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 411 358 971 1202 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 411 358 971 1202 15 Duct loads 1 25% 38% 1 104 137 25% 1 38% 1 246 461 Total roam load 515 495 1217 1663 Air required (cfm) 26 22 63 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I,*- wrrgFrlaaoft^ 2018-Mar-17 09 56 29 Right -Suited Universal 2018 18.0.10 RSU24015 Page 7 ganPointe7513AGRN\Lot 19ReaganPointe7513AGRN.rup Calc = MJ8 House faces: SW g DEL -AIR Right-JO Worksheet f,. 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: Lott 9ReaganPointe7513AG... Date: March 17, 2018 By: RH i Room name util retreat 2 Exposed wall 6.5 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Roam dimensions 8.0 x 6.5 ft 1.0 x 428.3 It 5 Room area 52.0 ft' 428.3 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 12E-Osw Frm wall, at 0,064 ne 1.86 2.01 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 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-7ocs BIk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0 1 1 t OC-m 0.340 ne 9.89 18.56 0 0 0 0 0 0 0 0G C 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 v 12E-Osw Frm wall, at 0.064 se 1.86 2.01 0 0 0 0 149 133 248 268 G 2A-2ov 0.340 se 9.89 20,34 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 20.99 0 0 0 0 16 3 154 327 W 13A-7ocs BIk wall, s 2A-2ov 0.167 0.340 se se 4.86 9.89 5.26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11D0 0.390 se 11,35 12.11 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.86 2,01 0 0 0 0 108 92 172 186 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 16 0 154 362 2B-2fv 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 13A-7ocs BIk wall. s 0.167 sw 4,86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 23.18 0 0 0 0 0 0 0 0 l 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 12E-Osw Frm wall, at 0,064 rtw 1.86 2.01 59 51 94 102 275 259 481 521 2A-2ov 0.340 nw 9.89 22.45 8 0 79 180 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv O.340 rtw 9.89 26.51 0 0 0 0 16 0 158 424 j 13A-7ocs BIk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0.340 rnv 9.89 26.51 0 0 0 0 0 0 0 0G P 12C-Osw Frm wall, r- 0.096 2.79 1.88 0 0 0 0 0 0 0 0 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 52 52 39 74 428 428 324 607 F 20P-19t 0.050 1,45 0.73 0 0 0 0 7 7 10 5 F 20P-19t 0.050 1.45 0.73 0 0 0 0 46 46 66 33 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 40 76 Envelope loss/gain 213 395 1769 2657 12 a) Infiltration 97 31 881 279 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 310 1026 12650 2936 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 310 1026 2650 2936 15 Duct loads 125% 38% 79 393 25% 381% 672 1126 Total room load 388 1419 1 3322 4063 Air required (cfm) 20 62 171 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V*O- we igF tmaTt 2018-Mar-17 09 56 29 Right-SuiteO Universal 2018 18.0.10 RSU24015 Page 8 ganPointe7513AGRWLot 19ReaganPointe7513AGRN,rup Calc = MJ8 House faces: SW DEL -AIR Duct System Summary Job: Lotl9ReaganPointe7513... 4,C Ne Date: March 17, 2018 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, Lot 1 9ReaganPointe7513AGR N 2862 Gipper Circle, Sanford, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.151 in/ 100ft 1333 cfm Cooling 0.30 in H2O 0,06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.151 in/100ft 1333 cfm 159 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 c 1663 63 73 0.176 6.0 Ox 0 VIFX 36.5 100.0 st4 bdrm 2 wic h 515 26 22 0.170 4.0 Ox 0 VIFx 41.2 100.0 st4 bdrm 3 c 1527 51 67 0.178 6.0 Ox 0 VIFX 34.5 100.0 st4 bdrm 3 wic h 313 16 11 0.176 4.0 Ox 0 VIFx 36.5 100.0 st4 bth 2 c 118 5 5 0.218 4.0 OX 0 VIFx 25.1 85.0 st1 family h 6825 351 313 0.193 9.0 OX 0 VIFx 32.4 92.0 st2 kitchen/dining h 3661 188 177 0.192 8.0 OX 0 VIFx 32.8 92.0 st2 mstr bth c 732 29 32 0.191 5.0 Ox 0 VIFX 25.9 100.0 st3 mstr rm c 4001 106 176 0.217 8.0 Ox 0 VIFx 25.6 85.0 st1 mstr we c 38 1 2 0.193 4.0 Ox 0 VIFx 24.0 100.0 st3 mstr wic h 892 46 33 0.187 4.0 OX 0 VIFx 28.3 100.0 st3 pwdr h 838 43 21 0.161 4.0 OX 0 VIFx 41.7 107.0 st5 retreat c 4063 171 179 0.161 8.0 Ox 0 VIFx 48.9 100.0 st4 study h 4247 218 159 0.151 9.0 Ox 0 VIFx 52.2 107.0 sty util c 1419 20 62 0.212 5.0 Ox 0 VIFx 28.3 85.0 SO Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 76 67 0.187 386 6.0 0 x 0 VinlFlx SO st5 Peak AVF 261 180 0.151 479 10.0 0 x 0 VinlFlx st2 st1 Peak AVF 533 663 0.161 621 14.0 0 x 0 VinlFlx st4 Peak AVF 326 352 0.161 646 10.0 0 x 0 VinlFlx SO st2 Peak AVF 800 670 0.151 573 16.0 0 x 0 VinlFlx wrightsof`t- 2018-Mar-17 09 56 30 Right-Suite3& Universal 2018 18.0.'10 RSU24015 Page 1 ganPointe7513AGRN\Lotl9ReaganPointe7513AGRN.rup Calc = MJ8 House 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 Mad Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrigFhtsoft- T,... Right-Suiteia Universal 2018 18,0,10 RSU24015 ACCK ... ganPointe7513AGRN\LotI9ReaganPointe7513AGRN.rup Galc = MJ8 House faces SW 2018-Mar-17 09 56 30 Page 2 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: 0 This checklist 0 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). 0 Energy Performance Level (EPQ Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403,7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1, 1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 3/17/2018 9:3031 AM EnergyGauge(V - USRCSB v6.0 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2862 Gipper 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 IeakageWindows, 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. 3/17/2018 9:31 AM 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 -raked 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. 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. 3/17/2018 9:31 AM EnergyGaugeO 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 60°C). 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 MAXIMU 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 3/17/2018 9:31 AM EnergyGaugeO 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. 3/17/2018 9:31 AM 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 (Mandato'7*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. 3/17/2018 9:31 AM 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: Loll 9ReaganPointe7513AGRN Builder Name: David Weekley Street: 2862 Gipper 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 an gaps in the air barrier shall be sealed. Y 9 p 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 spa s. 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 between fire sprinkler cover plates and walls or ceql4nos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/17/2018 9:31 AM 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: Lotl9ReaganPointe7513AGRN Builder Name: David Weekley Street: 2862 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond, Floor Area:: 2228 sq.ft. Cond. Volume: 20371 cu ft. 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 4"02.4.1.2. SIGNATURE: y PRINTED NAME - DATE: 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. BUILDING OFFICIAL: DATE: W .. tlee 4 Is 3/17/2018 9:31 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 PLOT PLAN LEGAL DESCRIPTION: LOT 19, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.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 2862 Gipper Circle= Proposed Elevation Sanford, FL 32773 Total Lot Area= 3,373 ft2 (100%) Impervious Area in Square Feet: Total House Foot Print = Total Porch and Deck/Lanai Total Driveways Total A/C Pads Elevations are based on civil grading plans. Lot is Type "A" Grading Plan C13 R=75.00'(P) L=33.56'(P) A=25-38'07"(P) Chord Bearing= N 53041'25" W 33.28'(P) 0 Z" 0V 2862GIPPER CIRCLE, SANF0R(_)jt0RlDA32//3, N W E S 0 04 ip no r pad V. X, 0 Ll 00, L-ot 19, N 23'29'32" E 16.17"(P) 0, BOW = Bottom of Wall ke 0 0 T TOW Top of Wall ... 0, oQoS I , Cp 0, ........ . 1, 'kb lip. .0. 4 QtoQ .... -1 Lot 20 ropolleo, Side 07 qsA a9eofo Ok to construct single family home z- with setbacks and impervious area fKAtp P.T. located on Lot 20 shown on plan. 46'1' dot sly V o This is NOT a Boundary Survey Q/)` Graphic Scale 110, A' 4'0' Scale: 1"=20' 1,353 ft' (40%) 9 ft" (03%) 379 ft" (11 %) 16 f12 (0.5%) C14 Lot 18 R=75.00'(P) L=8.31 '(P) A=06'20'52"(P) Chord Bearing= q S 37041'55" E 8.30'(P) 1-k - INNA Field Date: 3/8/2016 Date Completed: 3/8/2.018 NOTES t- S.1-y 11 Ebd upou 011tevil D- htu." Supplud by che", Ab, hung P,unerbes Deed, 1,,),e NOT been Re%ea,chedl oat ,,O-lpand/or H,Aus S"Ll— I. -YE— e )/or to'hou.", .1 Re—d 13-hug 1---, A-(hed tud Booed up.. the Lo,c Den.led -uh the"by G.0fly that III, 1'xn'.y ,, th—b-c U-crocc ProphYly T ! I G 0 It, the B,,,t of Y K''Aoh',,fQh und Buliut u—contly stn—yest under my Ukoction on the Uale, $hown, eased on Information funfishod to Me a Noted and Contournoi to the Slandords of PlaCtiCol for Land Sur cylh 11 the State. of Floflda In accordance with Chapter 5J-1 7,052 Florida Drawn By: M. C, File Number:IS-45017 PP Legend- C Calculated C. ntdinfe PC, Point of Gmatura Pg.Page liod, fing fie, th, NOT 1. be—d 10—o-1-1 Property 1, e, Ad tt.,472 27Florida Stalutes, Concrete 81 frock F. he 0—e" I"ip " Not h- u,"I z' CM Conc Concrete morflobout CConcrete 111 PointofIntersection F,0,6, - Plant of Beginning fthufOerha",, (Jude,9—od ( lubbesnd/or Fou-s ha- NOT be( , o-tedUN 1 LESS o—dFOR ea it 0 P01Point on Line h,bb hinksad io, U-nhod to, op,o—hah, nd MUST be -,,bed by THE, DL Drainage Laserneril niptiu" PP PRNI • Permanent """er PoIa Referencey u' FIRS Patrick K. lrelanL sm" Laso Tent Monument'u'e f I tu, S.—Y I., P.upo-o'he" 0— luteodt), Wat—I Von-, Ve,4-iboh, W01 be I-,L,M A Federal L-rheirgency Management Agency PT Point of I ang" : y 8 Radius to 9— ANY Runus or Behefits to Ay— Other than those (ert d This Survey is intende Rtl<Y fprCe use of Said Certified Part es. EFL Finished Floor 1-1— tion Had Radial Found H&C Haber & Cap INT L h, S I Pipe R.c Recovered PROPOSED DRIVEWAY OVER SOUTH EASEMENT. heland k Associates Surveying, Inc, I M I tnigtri (AT,,) MeasuredHfa, Hoofed 1,S" DocuSigned by: N& D Nail & Disk set set Robal & Hot)ar Cap "Lif 7Q: Y' 1301 S. International Parkway Suite 2001 N R Nw-Radial I yp I yptical I MLIA"IJ IP610ED63FCAE64E8 Lake Mary, Flofkia 32746ORB P Official Heoftds t3 ... K P:. ITIL Utility Las .... ... I VvM water Metal www.irela( idsurveying.coni P 8 4-1- Plat 8001, Wood F.— 4 Delta (Control Angle) Chain Link F.— Office-407. 678.3366 FaxA07.320.8165 py Residential Load Demand General Method 2228 square feet X 3VA = 6684 VA Small appliance load = 3000 VA Laundry 1500 VA total 11, 184 VA First 3000VA @ 1 00%. . ......... 3000 VA Remaining @ 35% ................2864 VA total 5864 VA Dryer Disposal Dishwasher Refrigerator Water Heater Range. Heat Micro. total Model 5000 VA 650 VA 1200 VA 720 VA 4500 VA 8000 VA 8000 VA 1200 VA 35,134 VA - 240V= 146 amps= 150 amp service 7513 Contractor David Weekley Homes Subdivision Reagan's Point______.___ County City James Lanier EC 0002989 Seminole Sanford Office # 407-933-7771 1Y Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800ALPINEalpineitw.com) 755-6001 Site Information: I Customer: Accu-Span Truss Company 1 Job Number. 19787 JobDescription: 7513 - A (MBR Tray) /7513 - A (MBR Tray) -DAVID WEEKLY Address. Lot 19 Reagan Point City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: I License #.- Address: 1 City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef#.- 1W9S4080016 Wind Standard: ASCE7_110 Wind Speed (mph): 139 ! Roof Load (psO: 20.00-7.00-0,00- Floor Load (PSO: 40.00-10,00-0.00- 1 5.00 5.00 This package contains a job notes page, 43 truss drawings and 5 details. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 Seal # ITruss Item ISeal # Truss 092.18.1531.19371 Al 2 092.181 .1531.16877 AlA 092.18.1531.17218 A2 4 092.18.1531.18530 A2A 092.18.1531.19809 A3 6 09218.1531.19340 A3A 092.18.1531.19761 A4 8 092.18.1531.17485 A4A 09218.11531.19543 A5 10 i092.18.1531.19917 A5A 092.18.1531,16892 ii B3 12 i092.18.1531.18716 B2 092,18,1531,19324 lbl 14 1092,18.1531.17486 1134 093.18.0745.28250 EJ1 16 092.18.1531.18232 EJ7 092,18.1531.17686 EJ7A 18 092.18.1531.19777 EJ7B 092.18.1531.16969 EJ7T 20 092.18.1531.18778 CJ1 092,18,1531.18607 i!CJ3 22 t092.18.1531.18201 CJ3T 092.18.1531.16923 ICJ5 24 092.18.1531.18310 ICJ5A 092,18.1531.16907 ICJ5T 26 092.18.1531.17608 HJ7 092,18.1531.20136 HJ17T 128 093.18.0745.31133 092.18.1531.17640 FG2 30 i 093.18.074-332J, FG1 1 F1 093,18.0745.34790 F1A 3, 32 1093-18.0745.41013 F2 093.1&0745.42503 1172A 4 11092.18.1531.19%606 3 092.18.1531.19465 F3A DRDJANFr1P, No6 i 1092.18.1531.i u u This docu ent has been electronics"yJF;3" OWU u IRDWal Signature. printed copies ut an original signature MU3t tie verified using the original electronic version. Ftt 97 Co Nf). % kWW STATE OF C) R klo..'e RF x, 04,03,2018 rat Florida Certificate of Product Approval #FL 1999 Printed 413/2018 8:46:23 AM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com JrIC rrlr VrrrrpNVrr. Customer. Accu-Span Truss Company Job Number: 19787 Job Description: 7513 - A (MBR Tray) /7513 - A (MBR Tray) -DAVID WEEKLY Address: Lot 19 Reagan Point City, State, Zip: SANFORD, FL 32773 Item Seal # ;Truss j 137 092.18,1531,19855 1174 39 092.18.1531.17546 1175 141 092.18.1531.18561 1F6 43 093.18.0745.49840 F8 ltem ,Seal # Truss 38 !092.18.1531.17281 lF4A i 40 1093.18.0745.45090 F5A j 42 1093_18.0745.47040 -F7- This document has been electronically signed using a Digital Signature. Printed } e copies wdhout an original signature must be verified using the original electronic j version. rarattrars j fi R fir 4 STATE / s 0 Ode q 0403 2018 Florida Certificate of Product Approval #FL1999 Printed 4/3/2018 8:46:23 AM Job Number: 19787 Ply 1 SEON: 560930 / T5 COMNi Cust: R408 JRef lW9S4080016 7513 -A (MBR Tray) Qty 4 j FROM: RF DrwNo: 092.18 1531 19371 Truss Label: Al KM / BAF 04/0212018 7'Y13 15, 22'6"3 30' 7 F5;l 3 5"13 1114X6 D1 30' LlY___ 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP 6 DesLd: 37,6-0— Mean Height: 24. 10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1,25 1 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 1 C&C Dist a: 3.00 ft 1 Loc. from endwall: not in 9.00 ft i GCpi: 0. 18 11 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 20 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 MWFRS with additional C&C member design. 20* 4" j- 10, 10, 20 30, Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R 1U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 8 1306 /143 1636 1. 1180 /4.0 Lu: NA Cs: NA VERT(TL): 0.246 H 999 180 F 1307 / 143 /636 /- / - /4,13 Snow Duration: NA HORZ(LL): 0,036 H Wind reactions based on MWFRS HORZ( TL): 0.063 H B Min Brg Width Req = 1,5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.476 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.955 Rep Factors Used: Yes Max Web CSI: 0,287 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0) Chords Tens.Comp. Chords Tens, Comp. Plate Type(s): WAVE 17,02,01A.1114.21 B-C 456 -2187 D-E 466 -1968 C - D 466 -1966 E - F 457 -2188 Maximum Bot Chord Forces Per Ply (Ibs) Chords Teos.Cornp. Chords Tens. Comp. B - 1 1883 -301 H - F 1884 -322 1 - H 1259 -139 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I- D 752 -144 D-H 754 -144 04, 03 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 dling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nComponentSfetyInformation, bj TPI anR'SKA) r safety practices prior to performing these functions. Installers shall provide teporary bracinq per 38SI. Unless noted o herwise,top chord shall have properIx attached structural sheathin and bottom horcl shall have a pro eny attach(ld rad ceiliny. Locations shown for permanent lateral restraint f webs shall have bracing910 insailedperBCIsectionsB3B7oras applicab t. Aqp y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings16A-Z or standard plate positions. Alpine, a division of ITW Buildi i ,,$ComponentsGroupInc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI P( 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or over p listing this drawing indicates acceptance of pro), eobili solely for the des n a suitability , SWanduseo? this rawinlcg for any structure is the responsibility of the uilding Designer per ANSI/TPI Sec. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: A1A 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 Qty 1 15' 17'8"4 7`5"7 2`9"4 6MD 1ii2x4 30' SEQN: 561016 / T29 / COMN( Cust RR408 JRef iW9S4080016 FROM: CH ( DrwNo: 092,18-1531-16877 KM / DF 04/02/2018 221 t'• 14 217- 30' 5' 3"10 4'7"2 2'S" 7. 5"4 T6"12 3'2" 4'9"4 47"12 2'5" 75" 4 15' --r- 18' 2 22`tt"4 2T7" 30` Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 24.10 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 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense 34 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Lac R / U —! Rw / Rh (RL / W Pf: NA Ce: NA VERT(LL): 0.348 F 999 240 ! B 1210 / 143 / 633 / - / 176 / 4.0 Lu: NA Cs: NA j VERT(TL): 0.956 F 543 180 H 1140 / 124 / 588 l • / - / 4.0 Snow Duration: NA j HORZ(LL): 0.111 D Wind reactions based on MWFRS HORZ( TL): 0.208 D B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.7 Bldg Code: FBC 2017 RES Max TC CSI: 0.926 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0,693 Rep Factors Used: Yes Max Web CSI: 0.606 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:0(0)/0(0) j Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE 0214.21 VIEWVer: 17.01A.1—Al 1r --._ B C 454 -1990 E - F 473 - 1859 C - D 382 -1353 F - G 588 - 2535 D - E 509 -1769 G - H 152 - 498 04M3t'_013 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens, Comp. B - N 1708 - 334 K - 1 2436 - 475 N - M 1705 - 334 1 - G 2443 - 479 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens, Comp. C - M 209 - 653 M - K 1195 - 154 D - K 1158 - 275 K - F 251 - 928 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatTricating, handlingg shippin installing, and bracing. Refer to and follow the latest edition of SCSI (Building Component S a fety Information, by PI and SBCA) fbF safPety practices prior to performing these functions. Installers shall provide temporary bracing Rer BGSI. Unless noted oytherwlse,top chord shall have properly attached structural sheathm9 and bottom hord shall hav a praperir y attached rigid ceiling. Locations shown for Rermanent lateral restraint Of webs shall have bracing installed per BC I sections B3,7 or 610, as applicable. Apply prates 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 BuildiniiCComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss mconformancewithANSInRl1, or for handling, shipping, installation and bracing of trussesA eal on this dr wing or cover pa listing thisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesiggnshown. The suitability and useofthisyawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sbc.2. 1-1 n .— ...,..,., 1--- — ,.,,.,,., t......e,,... corn A101119611114, L NEwink ec+.urr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: A2 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 ! SEON: 560931 / T4 / HIPS Cust: RR408 JRef: iW9S4080016 Oty: 1 FROM.RF DrwNo: 092-18,1531,17218 KM / DF 04/02/2018 6'10"9 13' 17' 23'1"7 30' 6'1"7 4--- 'I`--- 61 7 -- —_ 6'10"9 6'9"4 6'9"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23,60 If TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"•high x 24"-wide clearance. Purlins In lieu of structural panels use puriins to brace all fiat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 0A4X6 1114X6 D E 30' 6712 4' 13' .. -ram 17' Snow Criteria (Pg,Pf .n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6_2"12 23'2"12 Deft/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): 0.125 J 999 240 VERT(TL): 0,435 J 999 180 HORZ(LL): 0.046 D - HORZ(TL): 0.103 D Creep Factor: 2.0 Max TC CSI: 0,504 Max BC CSI: 0.757 Max Web CSI: 0.596 VIEW Ver: 17.02.01A.1114.21 40 MP9*a** •.tpfiN jt COA #0 °olr 04iO3i2018 T n 6 9 4 ,-- 4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1280 1146 /640 /• /160 14.0 G 1280 1146 1640 (- / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G 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 503 - 2155 E - F 446 -1644 C - D 446 -1644 F - G 503 - 2156 D - E 430 -1396 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - L 1859 - 347 J - 1 1857 - 371 L - K 1856 - 347 1 - G 1860 - 371 K - J 1396 - 207 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 189 - 599 E - J 431 -73 D - K 429 -73 J - F 188 -600 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, handlin9g, shitppin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide ter porary bracing per BGSI,. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall hav aa propperly attached rigid cedrn99 Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS I sections B3, 7 or B 10, as applicable. ARRpfy pplates 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 positrons. Alpine, a division of ITW BuildiniComponents Group Inc. shall not be responsible For any deviation from this drawing anY failure to build the truss in conformance with ANSI/T PI 1, or for handlin shippm , installation and bracing of trussesA seal on this dr3wirig or over page , listing this drawing indicates acceptance of pro esstona ?in meering responsthilit r solely for tie design hoWn.he suiftbrlttyanduseofthisdrawingoranystructureistheresponsilbityoftheBuildingDesigerperANSIPI158c. . 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 Ply i SEQN 561020 / T17 / HIPS j Cust: RR408 JRef: iW9S4080016 7513 -A (MBR Tray) Qty: 1 FROM: CH DrwNo: 092,18 1531 18530 Truss Label: A2A KM / DF 04102/2018 Mill 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 " 6' 11"9 t' 3' 17' 6'1 1"9 6'0"7 4' Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/ 2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 of GCpi: 0,18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense :T5 2x6 SP SS: Bot chord 2x4 SP # 2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4x6 =4X4 D E 30' 22' 11"14 277" 30' 6'4" 3'9" 12 5'11"4 73'2"4 IT 22'11"4 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: Nl 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'IRT:0(0) 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.347 F 999 240 VERT(TL): 0.953 F 545 180 HORZ(LL): 0.099 0 - HORZ(TL): 0.186 D Creep Factor 2.0 Max TC CSI: 0, 926 Max BC CSI: 0. 602 Max Web CSI: 0. 833 VIEW Ver: 17.02. 01A.1114.21 ztf 4. J08 1 t T COA t/ 0 . 4f441 ' b 04 03' 2018 47" 12 _2'5" 2'5"—d Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1210 / 146 1638 1- / 156 / 4.0 H 1140 / 126 / 592 /- /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H Min Brg Width Req = 1.7 Bearings B & H 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 504 - 2003 E - F 499 - 1775 C - D 442 -1478 F - G 638 - 2543 D - E 481 -1510 G - H 159 - 498 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Camp. B - N 1723 -382 K - 1 2445 536 N - M 1720 - 383 1 - G 2451 - 540 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 176 -541 K-E 517 -117 D - K 448 - 107 K - F 284 - 1003 M - K 1290 - 234 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 h n ndlinqq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Saafety Information, byY TPI and'SBCA) & safety practices prior to performing these functions. Installers shall provide temporant bracing per B( SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottgm chord shall have a proge lr y attached ngidceilingLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3. B7 or 810, as applicable. Apply platestoeachface_ of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z far standard plate positrons. Alpine, a division of ITW BuildifoComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI!! PI 1, or for handling shipping, installation and bracing of.trussesA seal on this drtiwirig or cover pagge , listin this drawing indicates acceptance of pprotessionaf een ineering responsibil y sole) for thqq desi n shown. The suiCability and use of thisdrawingforanystructureistheresponsibilit?of the Building Designer per yANSI/TPI 1 S c.2. ALPINE n irvr.cHwu+ Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 7513 -A (MBR Tray) Qty: 1 Truss Label: A3 6'3"4 6'3"4 T 10' 10, 1t' 75' 19, 4' 5X6 3X4 5X6 D E F 30, 10, 20' SEQN: 560932 / T3 / HIPS Gust: RR408 JRef: 1W9S4080016 FROM: RF DrwNo: 092.18.1531 19809 KM I DF 04/02/2018 23'8"12 4'8"12 30' 6'3"4 i 4" Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.099 E 999 240 B 1273 / 148 / 641 ( / 139 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.255 E 999 180 H 1273 / 148 / 641 1 - / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,041 J - Wind reactions based on MWFRS Des Ld: 37.00 EXP. B r HORZ(TL): 0.073 J B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 23.10 ft Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.307 Bearings B & H are a rigid surface. Load Duration: 1.25 BCOL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0,948 forces Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes I Max Web CSI: 0.220 Members not listed have less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwalnot in 9.00 h FTlRT:Ol: (0)f0(0) Chords Tens.Comp. Chords Tens, Comp. GCpi: 0.18 I Wind Duration: 1.60 Plate Type(s): WAVE r __ I, VIEW Ver: 17.02.01A.1114.21 B - C 535 -2133 E - F 461 -1511 C - D 493 -1869 F - G 493 -1870 D - E 461 -1511 G - H 535 - 2134 Top chord 2x4 SIP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SIP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. + " . Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1844 - 379 J - H 1845 - 403 K - J 1605 - 295 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K- O 578 -107 F -J 578 -107 ENr4 A e a ca.7 noAT e 4. a s t 1 Ettl4 04/ 03/2018 YARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingg shi 'n installing,and bracing Refer to and follow the latest edition of BCSI Building nengtSafetyInformation, bVV TPI and SBCA) tb safety ractices prior to perfoltrting these functions. Installers shall provide to porarrvy per 381. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny d rigqid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or 810. cable. ARpty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to Is 160A-Z for standard plate positions. ALPINE a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawingq anVV failure to build the ANSI/ TPI 1, for handling, installation bracing this dr3wirlg a rwc uw conformance with or shippm , and of,trussesA seal on or over paan tethis drawingg indica es acceptance of pro)ess{( engmeering responsibilitty solely or thha design sshown. he suitability this drawing r is the the Building Designer ANS4 11 Sec.2. 2400 lake Orange Or. Suite t 50 eofanystructureresponsibilityofperinformation see this ob's general notes page and these web sites: ALPINE. www.al ineitw.com; TPI: wwwtpinstorg. SBCA. www,sbcindustry.earn; ICC: www imsate org Orlando FL, 32837 Job Number: 19787 j Ply 1 i SEQN: 561028 / T26 / HIPS , Oust: RR408 JRef: 1 W9S4080016 7513 -A (MBR Tray) Qty 1 FROM: CH DrwNo: 092.18-1531,19340 Truss Label: A3A KM ! DF 04/02/2018 17'8"4 19, _. 22'11"14 277" 30' 4 1'3"12 3'11"14 4'7"2 2'5" 4X6 1112X4 --4X4 D T2 E F 12 %-'` Ii+ 5X6 a 6 C7- / G l +n q 3X4 3X 10(612R) 3X4-3X4t 1112QX4 W5X8 =5X6 4 f112X4 k------` ---- ------------- 59"4 5'S" 611"12 4'78 r---^i---------- 5.9..4 ---?^----.. i 1.24 :,_._-i--------__ 18 2"_____-_ 22'9"8 217_....._.__ 30''--1, 2'5" Loading Criteria tpsfl Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R (U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA M Ce: NA j VERT LL : 0.352 G 999 240i B 1210 l 148 638 / - 1135 14.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.967 G 537 180 1 1 140 1 128 l 593 1- / - / 4.0 BCDL. 1090 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 D - - Wind reactions based on MWFRS EXP: B -- HORZ TL 0.169 O B Min Br Width Re 1.5DesLd: 37.00 — - -- - - --- ( i 9 q = Mean Height 23.10 ft Code / Misc Criteria CreepFactor 2.0 I Min Brg Width Reg = 1.7 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,926 Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.593 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSC 0.527Spacing: 24.0 " C&C Dist a: 3.00 Iti Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: not in 9.00 tt FTlRT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp, GCpi: 0.18 1 Plate Type(s): _-------___--- - Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.111421 1 B - C 532 -2032 F - G 761 -2688 C-D 485 -1635 G-H 652 -2521 r D - E 562 -1826 H - 1 162 -498 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: E - F 563 - 1835 T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp, Purlins B - O 1756 - 415 L - J 1706 - 351 In lieu of structural panels use purlins to brace all flat O - N 1753 -416 J - H 2426 -558 TC @ 24" oc. Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp_ member design. C - N 140 - 395 L - F 459 - 139 D - L 497 - 134 F - J 973 - 271 q tat+aaatfetrr r N - L 1384 -289 J - G 270 -801 kp}p q Parr} e T 0 COA ti() 1*00 a+eveyns+r4 4 a 04 03,2018 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, byY TPI and SBCA)fb safety ractices prior to performing these functions. Installers shall provide temporary bracing per 38SI._ Unless rioted otherwise.top chord shall have properly attached structural sheathing and bottom 4hord shall have a properly attached rigid ceilmq. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BC51 sections B3, B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Join[ Details, unless noted otherwise. f2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlCompon nts Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the truss In conformance with ANSI T PI 1, or or handling, shipping, installation and bracing of trussesA seal on this drawl g or cover page , , 2400 Lake Orange Dr I isting this drawing indicates acceptance of prolessfonaf engineering responsibility solely for the ?est n shown. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITP1Sc.2. For more information see this -ous general notes pa(le and these web sites- ALPINE. www.al ineitw.com: TPI. www.t instor ; SBCA. w sbandkeilry wei ICC- wwwscr,safe org Orlando FL, 32837 Job Number: 19787 Ply: 1 SEQN: 560933 1 T2 I HIPS ( Cust: RR408 JRef iW9S4080016 7513 - A (MBR Tray) Qty: 1 FROM: RF DrwNo: 092.18.1531.19761 Truss Label: A4 I I KM / DF 04/02/2018 5'l0"4 9' 15' 21' 24'i"12 30, 5'10"4 -- 3'1"12-^} -- 6' --- 6. 3,1"12 5'10"4 4X6 = 3X4 i114X6 D E F 30, 1'4" 10, 10, 10, 1'4" Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg Pf In PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.267 E 999 180 BCDL: 10.00 Risk Category: II 1 Snow Duration: NA HORZ(LL): 0.039 J - - Des Ld: CL EXP: B HORZ TL 0.073 J 10. 00 NCBGLL: 10.00 Mean Height: 22.60 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0P Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 i Max BC CSI: 0,949 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.239 Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1114.21j Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. H. Ar,rpyAd a r . 08 AT t r con 010 04r03r20l 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1215 /287 /638 /- /119 14.0 H 1215 /287 /638 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings B & H 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 558 -1996 E - F 506 -1641 C - D 508 -1747 F - G 508 -1747 D - E 506 -1641 G - H 557 -1996 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1726 - 400 J - H 1726 - 424 K - J 1840 - 416 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D-K 537 -111 J -F 537 -110 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 (BuildingComponentSfetyInformation, byv TPI MICA) far safety practices pnor to performing these functions. Installers shall provide temporary bracing per BG Si. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom hord shall have a proppe y attached ric]id ceding. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or B10 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 Buildingqccompon nts Group Ine. shall not be responsible for any deviation from this drawing any failure to build the truss in c nformance with ANSI/TPI 1, or or handlin shi pm ,installation and bracing of trussesA $eal on this drawing or over pa e, listin th s drawing indicates acceptance of proess{1o^ar en ineeringg r® nsibilitty sole) for the desiiaa^ shown.he suifabrhanduseofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI t Sbc.2. ALPINE w". cM_' 2400 Lake Orange Dr Suite 150 Oriando FL, 32837 Job Number: 19787 Ply 1 SEQN 561035 t T42 / HIPS I Cust: RR408 JRef 1W9S4080016 7513 -A (MBR Tray) Qty 1 iFROM : CH DrwNo- 092.18,1531.17485 Truss Label: A4A I KM / OF 04/02/2018 4'9"4 9' 13'10"12 17'8"4 21' 25' 27'7" 30' 4.9.4-------I--------- 4.2,. 2-----I------- 4, t 0.,1 -------" 3.9.$--)'-------3.a.. 2--+-------- 4.-------'-- 27,.- f----?:5" 4X4 =3X4 i112X4 —4X4 D E F G U12X4 30, 1'4" 8'8"8 578 4'5" 3't"8 6'3"8 2'5" 8'8"8 13.9., 187' 2178 277' - 30' ti 2'5" - Loading Criteria (psf) i Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II B Des Ld: 37.00 Mean Height: 22.60 ftMean NCBCLL: 10.00 TCDL: 42 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 i MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber - — Top chord 2x4 SP #2 Dense :T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pf ,n PSF) I Deft/CSI Criteria i Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAB PP Deflection in loc L/defl L/# I LOC R / U _ / Rw / Rh / RL - / W Pf: NA Ce: NA VERT(LL): 0.316 H 999 240 i B 1210 / 287 / 635 / - / 115 / 4.0 Lu: NA Cs: NA VERT(TL): 0.868 H 598 180 { J 1140 / 257 / 590 l - / 4.0 Snow Duration: NA HORZ(LL): 0,075 D Wind reactions based on MWFRS HORZ(TL): 0,141 0 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.7 Bldg Code: FBC 2017 RES Max TC CSI: 0.935 Bearings B & J are a rigid surface. TPI Std: 2014 1 Max BC CSI: 0,765 Rep Factors Used: Yes Max Web CSI: 0.707 Members not listed have less than 375# Maximum Top Chord Forrcesoes Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): G------___-- ----_--+ WAVE 1 VIEW Ver. 17 0 .01A, 1114.21 B - C 575 -2032 F - G 690 -2332 C - D 524 -1798 G - H 632 - 2286 D - E 572 -1811 H - 1 883 - 3194 E - F 686 - 2319 1 - J 165 - 498 04 Q3 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 1767 - 460 M - K 1955 - 435 P - O 1545 - 349 K - 1 3192 - 821 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. O - E 215 - 694 M - G 543 -163 O - M 1855 - 429 G - K 432 - 82 E - M 653 -148 K - H 408 -1295 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regttire extreme care in fat icatinq h ndling shippin installing, and bracing. Refer to and follow the latest edition of SCSI (Building Component S fery Information, by PI andd SPCA) fb safferyractices prior to performing these functions. Installers shall provide temporary bracin per B St. Unless noted o herwise.top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachdrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3. B7 or E310, as applicab-le. 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 Buildincqt CCompon nts Group Inc. shall not be responsible for any deviation from this drawingg,any failure to build the truss in conformance with ANSIlTR1 1, or or handlin j shippin , installation and bracinof trussesA Seal on this drawing or over pa e. listingthisdrawingindicatesacceptanceofproessrona en ineerin responsibility solely for the desi tttn shown. 'he suidbility and use of this ddrawing for any structure is the responsibilit of the uilding Desigrier per ANSI/TPI 1 SBc. A IPL NE2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: A5 T 7' 7' Ply 1 SEQN: 560948 ( T13 / HIPS Cust RR408 JRef: lW9S4080016 Qty: 1 FROM: RF DrwNo: 092.18.1531 19543 I KM I DF 04/02/2018 12'0"12 1 T9"8 23' 30, 5,0„12 --- 5,$„1z-T----- 5,2„8 ^ f' 7, 6X6 ill2X4 = 3X4 = 6X6 C D T2 E F 30' 5'1"12 6'l0"4 1'4" 6'1p"4"4 ' 12' 18' 231"12 30' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. B Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense: Special Loads Lumber Dur.Fac.=1.25I Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 7,00 TC: From 28 pit at 7.00 to 28 pif at 17.94 TC: From 56 pit at 17.94 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 plf at 7.04 BC: From 10 plf at 7,04 to 10 pif at 18.00 BC: From 20 pif at 18.00 to 20 pif at 30.00 BC: From 4 pif at 30.00 to 4 plf at 31.33 TC: 261 lb Conc. Load at 7.04 TC: 189 lb Conc. Load at 9.09,11.09.1109 TC: 169 lb Conc. Load at 15.00,16.91 BC: 484 lb Conc. Load at 7.04 BC: 157lb Conc. Load at 9.09,11.09,13.09 BC: 127 lb Conc. Load at 15.00,16.91 BC: 609 lb Conc. Load at 17.94 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 61 W3X4 S 2.25 Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Snow Criteria (Pg,Pf .n PSFt Defl/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAJ PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.259 D 999 240 B 2722 / 642 (- 4.0 Lu: NA Cs: NA VERT(TL): 0.700 D 743 180 G 2278 / 518 ! - ! - ! - 4.0 Snow Duration: NA HORZ(LL): 0,062 1 Wind reactions based on MWFRS HORZ(TL): 0.114 1 B Min Brg Width Req = 3.2 Code I Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 2.7 Bldg Code: FBC 2017 RES Max TC CSI: 0.900 Bearings B R G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.594 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.545 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:p(0)/0(0} I Chords Tens.Comp. Chords Tens. CompPlateTes : Y() WAVE, HS Ver: 17.02.01A.1114_2 B - C 1253 -5421 E - F 1312 -6085VIEW C - D 1451 - 6405 F - G 975 - 4410 D - E 1450 - 6403 Wind CC)Al i, Wind loads and reactions based on MWFRS. trta 04iO3;2018 Maximum Bat Chord Forces Per Ply (I S) Chords Tens.Comp. Chords Tens. Comp. B - L 4792 -1090 J - 1 3881 - 842 L - K 4764 -1090 1 - G 3886 - 840 K-J 6141 -1338 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 667 - 8 E - J 308 - 665 C - K 1979 - 434 J - F 2684 - 571 D - K 349 - 721 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 shlppin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component S fety Information, byY TPI and SBCA) tOr safety ractices poor to performing these functions. Installers shall provide temporary bracing per BG SI.. Unless noted otherwise,top chord shall have properly attached structural sheathmq and bottom hord shall hav a proge y attached rigid ceiling Locations shown for Rermanent lateral restraint bf webs shall have bracingg installed per BC91 sections B3, 7 or 8to as applicable. Apply plates to each face, of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW BuiidingqComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the I russ in con rmaf ce with ANSI 1, or for handiinq, shipping, installation and bracing of,trussesA al on this drawing or cover page , I isting this rawing indicates acceptance of proressronalr en ineering responsrbill solely r the desi n th n. The suitabrhtyanduseothisoawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec. . n,nn,w - T01 ,"".n., Irv- nrn CRrA ,uunu ch-A,-- min Ir c. www i -t. AL IPNE rry mvrs wnr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: A5A Ply: 2 1 SEQN: 561205 / T23 / HIPS Cust RR408 JRef: 1W9S4080016 Qty 1 1 FROM: CH DrxNo 092,18 1531 . 19917 KM 1 OF 04/02/2018 2 Complete Trusses Required 1'4" 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 " Lumber 12'8"12 17'8"4 23' 5'8"12 4'11"8 5'3"12 112X4 4X6 =3X4 '`-5X6 C D T2 E F 1112X4 _ =6M `5X8J Ig2X4 30' ----- ---_...--- T1"12 7'1"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 22.10 ft TCDL 4,2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 It Loc. from endwall: not in 4,50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense 32 2x4 SP #1 Dense: T3 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Naiinote Nail Schedule:0.128"0", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: i Row @ 12.00" o.c. Webs : 1 Row @ 4" o-c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 7.00 TC: From 28 pif at 7.00 to 28 pif at 23.00 TC: From 56 pif at 23.00 to 56 pif at 30.00 BC: From 4 pif at -1.33 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 7.04 BC: From 10 pif at 7,04 to 10 plf at 22,96 BC: From 20 pif at 22,96 to 20 pif at 30.00 TC: 240 lb Conc. Load at 7.04 TC: 169 lb Conc. Load at 9.09,11.09,13.09,15.00 16.91 TC: 188 lb Conc. Load at 18.91,20.91 TC: 166 lb Conc. Load at 22.96 BC: 454 lb Conc. Load at 7.04 BC: 127 lb Conc. Load at 9,09,11.09,13,09,15.00 16.91 BC: 103 lb Conc. Load at 18.91,20.91 BC: 498 lb Conc. Load at 22.96 5'S"4 12'7" Snow Criteria (PgPf In PSF) 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: No FT/RT:0(0)/0(0) Plate Type(s): WAVE 18'2" 22.10"4 Defi/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.466 J 760 240 VERT(TL): 1.258 J 411 180 HORZ(LL): 0.101 C - HORZ(TL): 0.186 C Creep Factor: 2.0 Max TC CSI: 0,857 Max BC CSI: 0.847 Max Web CSC 0,605 VIEW Ver: 17,02.01A.1114.21 Puriins In lieu of structural panels use purlins to brace all Flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Additional Notes 1) 2x6x7-9-15 x SP SS Top chord scab centered 26-4-0 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". f 4, , i s a AtT 04,03 2018 27'7^ 30' 4,7._..._- - 2,5" 1'8"12 2'5" 27'7" 30 2.5" - Maximum Reactions (Ibs) Loc R / U Rw / Rh ! RL / W B 2618 / 668 / - / 4.0 H 2546 ( 638 / - / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 H Min Brg Width Reg = 1.9 Bearings B & H 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 638 - 2511 E - F 1097 - 4272 C - 0 757 - 2987 F - G 833 - 3277 D - E 1085 -4224 G - H 141 - 564 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2205 - 551 K - 1 3169 - 797 N - M 2217 - 551 I - G 3163 - 799 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, C - M 911 - 243 D - K 1333 - 351 M - D 311 - 921 K - F 1207 - 328 M - K 2979 - 758 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 haandlinp shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. byY TPI and'SeCA} fbi safety 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 proge y attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC I sections 83. B7 or 810, as applicable Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Compon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSITPI1, or for handling, shippiny, installation and bracing of.trussesA seal on this d3wing or cover page , listing this drawing indicates acceptance of proTessrona Ingmeering regponsrbilty solely for the desiggn shoWWn. The sp2brhtyanduseofthisdrawingforanystructureistheresponsibiityoftheufidmgDesignerperANSI/TPI 1 Sec.2. ALPINE ur aw:onirrrn 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply: I SEQN: 560934 / T19 / COMNI Cust: RR408 JRef: 1W9S4080016 7513 -A (MBR Tray) City 3 FROM: TH DrwNo 092.18.1531 16892 Truss Label: B3 KM / DF 04/02/2018 6' 12' 6' 6' 4X4 C 12T6 D 473 A 20 4" C E 2X4(Al) Jr,t (A 1) 1 2X4 12' 6' 6' V4" 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pcl,pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20D0 Wind Sd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Lidefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,008 E 999 240 B 540 68 1293 /77 14.0 SCILL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.022 E 999 180 D 448 48 /217 / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B . ...... HORZ(TL): 0.007 E B Min Br g Width Re = 1.5 NCBCLL: 10.00 Mean Height: 21.85 ft Code I Misc Criteria Creep Factor: 2.0 0 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.289 Bearing 8 is a rigid surface. BCDL: 5.0 psf Load Duration: 1_25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0336 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes I Max Web CSI: 0.100 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwal[ not in 9.00 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0. 18 Plate Type(s): Wind Duration: 1,60 WAVE B - C 207 -619 C-D 221 -616LVIEWVer: 17.02,01A. 1114.21 Lumber Maximum I Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Chords Tens.Comp. Chords Tens. Comp Webs 2x4 SP #3 B - E 498 -124 E-D 498 -124 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. oa 008 S T 0 COA AL 04; 03i2018 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, bj TPI anSBCA) r safety ]?ractices prior to performing these functions. Installers shall provide temporary bracingper 38SI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bott(gCn ghord shall have progn) attachrijidceiliny. Locations shown for permanent lateral restraint IF webs shall have bracinginslalled per C I sections B3, 7 or 1( asapplicable. Aqp y plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to drawings 160A-Z or standard plate positions. ALPINE Alpine, a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drawingany failure to build the .1 1 trussinconformancewithANSPIAl1, or for handling, shipping, installation and bracing of trussesA seal on this dwing or cover p 2400 Lake Orange Dr listing this Prawing, indicates acceptance of pro) essional' Tngmeeri,g responsibility solely for the design shown. The suitability anduseothisrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI I ec. Suite 150 For more infonnation see this job's general notes page and these wet) sites ALPINE www alpineitw coin. TPI www tpinst ont, SBCA — sbandiistry own. ICC —, iccsafe om Orlando FL, 32837 Job Number: 19787 Ply: 1 SEQN: 560935 / T6 / COMN Cust RR408 JRef 1W9S4080016 7513 -A (MBR Tray) Qty 8 I FROM: TH 1 DrwNo: 092-18.1531.18716 Truss Label: 82 KM / DF 04/02/2018 N 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 " 6' 12' 6' 6' 4X4 C 12 6 G r r M D 2X4(A1) ----------__ -2X` ry 20.4.. a r 1112X4 4(A1) - 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 6' 6' 6' 12' Snow Criteria (Pg,Pf m PSF) D@NICSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# V4" --I Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.008 F 999 240 1 B 534 1122 / 293 / - / 89 / 4.0 Lu:NA Cs: NA VERT(TL): 0,022 F 999 180 D 534 /122 I293 !- 4.0 Snow Duration: NA HORZ(LL): 0.004 F Wind reactions based on MWFRS HORZ(TL): 0.007 F B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.284 Bearings B & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.327 Rep Factors Used: YesRepFactors Max Web CSI: 0.099 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (ibs) FT/ Plate : 0(0)/ (0} Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1114.21 B - C 364 -600 C - D 364 -600 04 03, 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - F 480 -169 F - D 480 - 169 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq sh, p n installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingtSfetyInformation, bVV TPI and SBCA) fb safety racGces prior to performing these functions. Installers shall provide temporary B8SI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro4e y aid ceiI Locations shown for permanent lateral restraint of webs shall have bracingg installed per BG I sections B3, 87 or Ei10, Re. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Defer to 60A-Z for standard plate positions. from this drawin9 an failure to build the seal on this drawir or cover pa ge fo the des n she n. The suitability TPI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: Bi Loading Criteria (pso 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 Ply: 1 SEQN: 560936 / T16 / GABL Cust: RR408 JRef: 1 W9S4080016 Qty: 1 FROM: RF DrwNo: 092.18.1531.19324 KM / DF 04/02/2018 6' 12' 4' — -1 --4XD4 ITYP1 1'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 21.85 It 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: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bat chord 2x4 SP 92 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 12' 6' 6' Snow Criteria (P9,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 TPI Std: 2014 Rep Factors Used Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PP Deflection in loc L./deft U# VERT(LL): 0,001 H 999 240 VERT(TL): 0.005 H 999 180 HORZ(LL): -0.001 J - HORZ(TL): 0.002 H Creep Factor: 2.0 Max TC CSI: 0.189 Max BC CSI: 0.097 Max Web CSI: 0.070 VIEW Ver: 17.02.01A.1114.21 aararrll rraav 808 1 AT COA 04 03,2018 T 20'4" J_ 1 '4" _" Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL 1 W B* 89 / 20 / 40 /- / 7 / 144 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have Forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fery Information, by TPi anc7 SBCA) fbF safety practices pnor to performing these functions. Installers shall pprovide temporary bracin per BG SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a pro p21 y attach d ngid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BC I sections B3, 7 or 610, as applicable. Appty pprates to each face. oftruss and positron as shown above and on the Joint"Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buiidinlg Compon nts Group Inc. shall not be responsible for any deviation from this drawing an , failure to build the truss in conformance with ANSI 1, or for handling,shipping, installation and bracin of trussesA real on this dravritig or cover page , . I isting this drawing indica#es acceptance of pro esswnar engineering responsibility solely or It design shown. The suitabilityanduseofthisdrawingoranystructureistheresponsibilityoftheuildingDestgerperANSI/TPI 1 Sgec. ALPINE uwirw:ouvuue 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: B4 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 " t"' 1'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.47 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 4'6" 4'6" Ply 1 SEQ- N: 560937 / Ti 1 / GAB Cost: RR408 JReE 1 W9S4080016 Oty 1 FROM: RF DrwNo 092.18 1531,17486 KM / DF 0410212018 9' 4'6" F-- 2' .1 TYP) 2'6- ------ =4X4 D 9' s' 9, Snow Criteria (Pg,Pf ,n PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NAJ PP Deflection in loc L/defl L/# Pf: NA Ce: NA ? VERT(LL): 0.000 J 999 240 Lu: NA Cs: NA VERT(TL): 0.001 J 999 180 Snow Duration: NA HORZ(LL): -0.000 H - - HORZ(TL): 0.000 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CS I0.203 TPI Std: 2014 j Max BC CS:: 0,033 Rep Factors Used: Yes Max Web CSI: 0.058 FT/ RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 t++ tattl6rrfra&tr pt * Fft TO t Q$ 4 COA ONE 0403 2018 F 1' 4" - Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W B" 93 /21 /41 /- /8 /108 Wind reactions based on MW FRS B Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingq, handling shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building tSafetyInformation, biy TPI and SBCA} fZ1i safety practices poor to performing these functions. Installers shall provide temporarryy BeSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall havg a propperly aaid ceding. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections 63. 7 or B 10, sle.- Apply plates to each face. oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to a division of irr i, orrorn acceptance any structure failure to buildthe n. or The sui£ability, ALPINE arv+tw co+ mwm 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 SEQN: 565764 / T21 EJAC Cust R408 JRef: 1 W9S4080016 7513 - A (MBR Tray)17513 - A (MBR Tray) -DAVID WEEKLY I I Qty 5 FROM: RF DnvNo: 093.18.0745.28250 Truss Label: EJ1 KM / BAF 04/03/2018 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 " Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 11 "4 8„ 3 I12 111 2X4 DC I I2X41- r j I I 10, 3 E 11 F 112X41112X4 V4"12 --{ 88"" ,."4 8" 11'44 Snow Criteria (PS,Pf in PSF) Fig: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 240 VERT(TL): 0.000 B 999 180 HORZ(LL):-0.014 D - - HORZ(TL): 0.018 D Creep Factor: 2.0 Max TC CSI: 0,125 Max BC CSI: 0.038 Max Web CSI: 0.134 VIEW Ver: 17.02.01A.1114.21 04r03, 018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W G 182 /17 1101 /- /25 /7.2 E 5 127 /6 1- /- /1.5 Wind reactions based on MWFRS G Min Brg Width Reg = 1.5 E Min Brg Width Reg = - Bearing G is a rigid surface. Bearing G requires a seat plate. 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 qLtire extreme care in fabricating, handlingq shipping. insta11 ig.and bracing.. Refer to and follow the latest edition of SCSI (Building t safery Information, byY PI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary _ BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hoed shall havQ a properlyaidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinggins and per BCS I sections B3, B7 or Ei10, Sle. AppI, plates to each face . ofruss and position as shown above and on the Join t Details, unless noted otherwise. Refer to A IPLNE60A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawinug, failure to build the n,rn cauran,. iformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr 1Xg or cover pae. , 2400 Lake Orange Or swing indicates acceptance of professtonafr 4ngtneering responsibilty solely for the design shown. The su b1Uty Suite 150fthisaawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 1 FL, 32837mafionseethisioh's oeneral notes nape and these web sites. ALPINE. -, aioineitw. com: TPI. www.tpinst. orq. SBCA- www.sbcindustry. com, ICC. www.iccsafe org _ _ Job Number: 19787 7513 -A (MBR Tray) Truss Label: EJ7 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 " 7' 1,4„r7, Wind Criteria Wind Sid: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 22.10 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 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP 92 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:W Pf NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5') toe -nails at top chord. Provide (2) 16d common(0.162"0.5") toe -nails at bottom chord. Ply: 1 SEQN: 560939 / T10 / EJAC Cust RR408 JRef: i W9S4080016 Qty: 8 FROM: TH DrwNo 092.'18.1531.18232 KM / OF 04/02/2018 G DefI/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/deft L/# Loc.- R / U ( R_w_ / Rh / RL / W VERT(LL): NA B 360 / 61 1220 /- / 124 / 4.0 VERT(TL): NA ( D 127 l - / 84 / - / 1.5 HORZ(LL). 0.013 D C 169 t 81 / 67 / - / 1.5 HORZ(TL): 0.023 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0.598 D Min Brg Width Reg = - Max BC CSI: 0.455 C Min Brg Width Reg = - Max Web CSI: 0.000 Bearing S is a rigid surface. VIEW Vec 17.02,01A.1114.21 04,03;'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 require extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Went 5 fety Information, by TPI and SBCA) far safety practices prior to performing these functions. Installers shall provide temporary per BGSt.. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigqid ceding. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, cable. Apply places to each face. oftruss and position as shown above and on the Joint Details, unless noted otherwise. kefer to Is 160A•Z for standard plate positions. a division of ITW Buildinl1 omponents Group Inc. shall not be responsible for any deviation from this drawfne,any Failure to build theconformancewithANSI11, or for handling. shipping, installation and bracing of trussesA seal on this dr wirr5i9 or cover pa e , this drawing indicates acceptance of proFesstonaf an ineering responsibility solely for the desi n shovJn. The sufFabrhry, to of this drawing for any structure is the responsibility of the uilding Designer per ANSUTPI t Sec.2. A PILNE 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: 19787 Ply 1 SEON 560945 / T20 / MONO!, Cust RR408 JRef 1W9S4080016 7513 -A (MBR Tray) Oty: 1 FROM: TH DrwNo: 092.18,1531.17686 Truss Label: EJ7A ( KM / DF 0410212018 11 2X4(A 1) 7' T423' 10"4 M O ch 20'4" Loading Criteria (psfl Wind CriteriaT i Snow Criteria (Pg,Pf in PSF} DeflfCSl Criteria onMaximumReactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/defl L/# Loc R / U ! ! Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA A 1006 / 164 ! - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 609 163 / - / - BCDL: 10.00 Risk Category: IIt Snow Duration: NA HORZ(LL): 0.032 C - - B 187 / 77 (- ! - / - / 1.5 Des Ld: 37.00 EXP: B HOR2 TL 0.057 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 22.43 ft Code / Misc Criteria Creep Factor: 2.0 A Min Br Width Re 1.59q = Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.831 C Min Brg Width Req = - Load Duration: 1.25 BCDL: 5.0 sfP MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.863 B Min Brg Width Req = Bearing A 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 in 4.50 ft GCpi: 0.18 FT/RT:0(0)/0(0) Plate Type(s): VlW Members not listed have forces less than 375# Wind Duration: 1.60 WAVE Ver: 17 02 01A 1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 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: 448 lb Conc. Load at 1.06, 3.06, 5.06 Hangers I Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. 04/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in b fe fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, byY TPI and SBCA) fsaty practices prior to performing these functions. Installers shall provide temporary er SCSI. Unless noted otherwise tap chord shall have properly attached structural sheathmct and 4ott4m hoM shall hav a property d rigqid ceiling Locations shown for permanent lateral restramt Of webs shall have bracmq installed per BC I sections 63, 7 or B 10, icab' le. Apply plates to each face_ of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to s 160A-Z for standard plate positrons. a division of ITW Buildinq Compon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, orr handhncL shipping, installation and bracm9 of trussesA eat on this drwmg or cover p. e . . thisdrawinggindicatesacceptanceofppr ) essionar an ineeringg responsibility solely for the dear9n hown. The su ability, e of this drawing for any structure is fhe responsibilit of the 9uilding Designer per ANSI/TPI 1 58c. . wnw cC>a+nury 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: EJ76 3" 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:6 Mean Height: 22.40 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpc 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense 7' 10" 7' 10" Snow Criteria (Pg,Pf In PSF) 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:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Ply: 1 SEQN: 560940 / Tt / EJAC Cust RR408 JRef iW9S4080016 Oty 4 FROM TH DrwNo 092 18 1531 19777 KM / OF 04/02/2018 3 23'10"11 M Q co 20'4" Defl/CSI Criteria j Maximum Reactions (lbs) PP Deflection in loc L/defl L/# 1 Loc R / U / Rw / Rh / RL / W VERT(LL): NA D 295 / 20 / 160 / - 104 / 2.0 VERT(TL): NA C 157 / - 1106 / - - / 1.5 HORZ(LL): -0.050 B B 189 / 94 / 73 / - / - / 1.5 HORZ(TL): 0.095 B Wind reactions based on MWFRS Creep Factor: 2.0 ; D Min Brg Width Req = 1.5 Max TC CSI: 0,755 C Min Brg Width Req = - Max BC CSI: 0.696 B Min Brg Width Req = - Max Web CSI: 0.000 Bearing D is a rigid surface. VIEW Ver: 17.02.01A.1114.21 04%03112018 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 fabricatingg, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Saafety information, bV TPI and SBCA) safety practices prior to performing these functions. Installers shall provide tempurarrYY bracing per BCSI. Unless noted otherwise, top chord shall have properIX attached structural sheathing and bottom Chord shall have a propefiyattachedrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsections63, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. fZefer to drawings 160A-Z for standard plate positions. One, a division of ITW BuiidinlqCompon nts Group Inc. shall not be responsible for any deviation from this drawinq agy failure to build the truss in conformance with ANSIlTPI 1, or or handling shipping, installation and bracin of trussesA seal on this driiwirl or cover pa listing this drawing indicates acceptance of proFesswnat engineering respons biliri solely for thQ des n hoWn. The sui2tility and use o this A awing for any s ructure is the responsibility of the Building f3esigrier per ANSI/TP1 1 c. . For mom atfo"ation see this job`s general notes paqe and these web sites- ALPINE. — alpineitw.com, TPI. www.tpinstorq. SBCA: w sbondusW wni ICC. .iccsa6 ALPINENE ma awjxm 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: 19787 Ply 1 7513 -A (MBR Tray) Oty 3 Truss Label: EJTT 0 1'4" 2'4" 4'8" 2'4" 7' Loading Criteria (psf) I Wind Criteria TOLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: 6 Mean Height: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist; 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: 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 Webs 20 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. SEQN: 560991 / T37 / EJAC Cust: RR408 JRef: 1W9S4080016 FROM: CH DrwNo: 092.18.1531 16969 KM I DF 04/0212018 23'1 0"l 1 21 '4" Cl) 20'4" Snow Criteria (Pg,'f,n PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAJ PP Deflection in loc, L/dell L/# Loc R /U /Rw /Rh /RL /WI - -, - Pf: NA Ce: NA VERT(LL): 0.182 G 452 2401 B 360 /61 /220 /124 4.0 Lu: NA Cs: NA VERT(TL): 0.483 G 247 180 F 103 / - /68 1 - 1.5 Snow Duration: NA HORZ(LL): 0.091 F E 188 /83 /83 /1.5 HORZ(TL): 0.167 F - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 8 Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES 1 Max TC CSI: 0,801 F Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0,286 E Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.076 Bearing B is a rigid surface. FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. WARNING** READ AND FOLLOW ALL IMPORTANT** FURNISH THIS DRAWING TO ALL C as Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1 114.21 04/03/2018 I THIS DRAWI INCLUDING THE INSTALLERS j. Refer to n rl ? nd follow the latest edition of BCSI (Building ing these unctions. Installers shall provide tempora uctural sheathingand bottom ghord shall have a properlyhavebracininsalledperBCIsectionsB3B7or10. on the Join ketails. unless noted otherwise, kefer to a division of ITW Buildin any failure to build the conformance with ANSI 1 1, or for handlin shippiny, installation and bracing of trussesA eal on this drawing or y,,,eANSI(/TT Group Inc. shall not be responsible for any deviation from this drawing j, he urthis Irawing, indicates acceptance of pro essiona engineering responsibility solely for the clesen sho n. b,,,ty ie o this yawing or any structure is the responsibility of the Building Desiq%er per ANSIITPI I ec. 2. ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 SEQN.560941 /T9 / JACK rCust:RR408 JRef:1W9S4080016 7513 -A (MBR Tray) Qty 6 FROM: TH I DrwNo: 092.18-1531-18778 Truss Label: CJ1 KM / DF 04/02/2018 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 " F 3 12 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 20.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense But chord 2x4 SP #2 Dense r Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C 20' 10" 11 o LO 20'4" i Defl/CSI Criteria PP Deflection in lot L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Creep Factor 2.0 Max TC CSI: 0.198 Max BC CSI: 0,025 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 04, 03, 2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 201 / 56 / 137 / - / 32 14.0 D 9 / 10 115 /- 11.5 C -36 136 / 24 (- / 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# 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 h ndlin shipping installing and bracing Refer to and follow the latest edition of BCSI ((Building Component S fety Information, bVV TPI and S CA) f safety practices prior to performing these functions. Installers shall provide terhporary bracing per BSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a pro4errlly attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracing lslalled per BC I sections B3, f37 or Ei10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint_Details, unless noted otherwise. liefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin anv failure to build thetrussInconformancewithANSITPI1, or for handlin% shipping, installation and bracing of trussesA seal on this dr wirSg or Cover page , - listing this drawing indicates acceptance of pro) engineering responsibility solely for the des) n shown. The suit9abfhty and use of this a awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more nfomation see this iob's general notes page and these web sites: ALPINE. www.alpinerw.corn TPI. www.tpinst org, SBCA. wwwsbandustry (x)m, ICC. www.imsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: CJ3 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 " 1:4n Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 3' 3' Snow Criteria (PgPf n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Ply 1 SEQN: 560942 / T8 / JACK Cust RR408 JRef: 1W9S4080016 Qty 4 FROM: TH DrwNo: 092-18,153118607 KM / DF 04/02/2018 C.. Defl/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 Ver: 17.02.01A.1114.21 Maximum Reactions (ibs) Loc R / U / Rw / Rh / RL / W B 222 145 1141 ! - 162 14.0 D 50 1- /36 /- 11.5 C 59 / 28 / 20 ! - / 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# 0403 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping installing.an0 bracing. Refer to and follow the latest edition of BCSI ((Building t Saafety Information, byv TPI and SBGA) f( safety practices pnor to performing these functions. installers shall provide terhporaN BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bott2m hard shall have a grope y aid ceiling Locations shown for Aermanent lateral restraint of webs >hall have brae ngg inslalied per t3C 1 sections 63. 67 or 610, it Apply places to each face, at truss and position as shown above and .the Joint Details, unless noted otherwise. E7efer to 6A-Z for standard plate positions. Im 1, or tor acceptance any structure failure to build the I or cover par n. The sutihty ALP NI Em mv;u tnnr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19787 Ply 1 SEQN: 560999 / T39 / JACK Cust RR408 JRef: 1 W9S4080016 7513 -A (MBR Tray) Qty: 2 FROM: CH DrwNo: 092.18.1531.18201 Truss Label: CJ3T KM I DF 04/02/2018 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 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 2 1, 10 It TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1,60 Lumber Top chord 2x4 SP 92 Dense Bot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord, 1'11"4 2'4" 1'11"4 - '-4.1, 0 1'11"4 ;4"1 1'11"4 ' 2'4 TA_ 21'10"11 M zo I cti 20'4" I 1 Snow Criteria (Pg,Pf ,n PSF) 1 DefllCSl Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defi U# Loc R U Rw 1 Rh / RL ! W Pf: NA Ce: NA VERT{LL): 0.005E 999 240 B 221 / 45 / 139 /- 162 / 4.0 Lu: NA Cs: NA VERT(TL}: 0.011E 999 180 D 73 / 27 / 34 / - /- / 1.5 Snow Duration: NA HORZ(LL}: 0.002 C Wind reactions based on MWFRS j HORZ(TL}: 0.004 G B Min Brg Width Req = 1,5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = - Bldg Cade: FBC 2017 RES Max TC CSI: 0.215 Bearing B is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.037 Rep Factors Used: Yes Max Web CSI: 0.028 Members not listed have forces less than 375# FT/RT:0(0)/0(0) Plate Type(s): I a. WAVE VIEW Vec 17.02.01A.1114.21 0 AT 04 03, 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinq shippin installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingtSfetyInformation, by TPI and SBCA) fd safety practices prior to performing these functions. Installers shall pro vide temporary BCSI. Unless noted oytherwise,top chord shall have properlyY attached structural sheathing and bottom hord shall have a propperly ld ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BMI sections 63. B7 or 610, e. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A-Z For standard plate positions. a division of riri i, orrorn acce ance any s ru'ture from this drawinq anyY failure to build the seal on this drawir5g or cover page , for thedesignshown. The sui paw v+irw :: ouwnr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32$37 Job Number: 19787 7513 -A (MBR Tray) Truss Label: CJ5 Ply 1 1 SEQN: 560943 / T7 / JACK Cast: RR408 JRef lW9S4080016 Oty 3 FROM: TH DrwNo 092.18 1531 16923 KM / DF 04/02/2018 22'10"11 12 i 6 f- O 10 tl) A / p L W. 2X4(A1) 5' 51 Loading Criteria (psf) Wind Criteria 1 Snow Criteria (PgPf m PSF) I DeflICSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7.10 Fig, NA Ct: NA CAT: NAI PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / R_L W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA B 288 / 51 / 179 / - / 92 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / _ / 58 / _ / _ 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 D C 116 / 54 / 45 / - (- 11.5 Des Ld: 37,00 EXP:B Mean Height: 21.60 tt HORZ(TL): 0.007 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 psf Code ( Misc Criteria Creep Factor: 2.0 B Min Br Width Re 1.59q = Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.264 D Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.223 C Bearing Min Brg Width Req = B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft I Rep Factors Used Yes Max Web CSI: 0,000 Loc. from endwall: not in 4.50 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02A1A.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 04iO3 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 fabricatingg h nd!inqq shipping installing and bracinqRefer to and follow the latest edition of SCSI (Building Component Saafety Information, by TPI and'SKnA) & safety practices poor to perforhlin9 these functions. Installers shall provide tempura _ bracin per l3GSi. Unless noted oytherwlse,top chord shall have proper)V attached structural sheathing and bottom Chord shall have a properly attached rigid cetiinq Locations shown for pemlanent lateral restraint of webs shall have bracing installed per SCSI sections B3. 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to A L IP NEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w,n comes ,. truss in conformance with ANS I$f l 1, or for handlingq,, shippin , installation and bracin of trussesA eel on this draawwirl9 or cover page 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofKoTessionalengineerin4tresponsibilitysolelyrthedesinshown. The sui£ability Suite 150 anduseothisdrawingforanystructureisaresponsibilityoftheuildingDesigrnierperANSIlTPI1Sc.2. For more information see this job's general notes page and these web saes. ALPINE: www.alpineitw.com. TPI: www.tpinstorg; SBCA: www.sbc!ndustry,Com: ICC: www.,ccsafe.ont Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: CJ5A Loading Criteria (psn 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 " 3'8 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 21.90 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 GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 92 Dense Bot chord 2x4 SP #2 Dense 51101, 5'10" Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord_ Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Ply 1 SEQN: 560944 t T12 / JACK Cust RR408 JRef: 1W9S4080016 Oty 1 FROM: TH DrwNo- 092.18.1531 18310 KM / OF 04/02/2018 0 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)_ NA VERT(TL): NA HORZ(LL): -0.023 B HORZ(TL): 0.044 B Creep Factor: 2.0 Max TC CSI: 0.363 Max BC CSI: 0.430 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114,21 0403 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W D 220 / 10 / 116 (- 172 / 2.0 C 119 /- /81 !- /- /1.5 B 135 / 66 / 52 / - / 1.5 Wind reactions based on MWFRS D Min Brig Width Reg = 1.5 C Min Brg Width Reg = - B Min Brg Width Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# quire extreme care in fabricating, handlingp shipping installing and bracing. Refer to and follow the latest edition of t3C51 (Building t Saafety Information, byY TPI and SBCA) fb? safety practices prior to performing these functions. Installers shall provide temporary BGSI. Unless noted otherwise,top chord shall have properlxV attached structural sheathing and bottom hord shall have a property d ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg mslalled per CgSI sections B3, B7 or 10, 60 Appty plates to each face. ofptruss and position as shown above and on the Join Details, unless noted otherwise. 7efer to 60A- Z for standard plate positions. a division of any for any deviation from this drawing,an failure to build the acinv of trussesA teal on this drawing or cover pae . ionsbilitysolely.or the desjgn shown. The sui bility KOM 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: CJ5T N M b CV T c- 2,4" 1'4" -- 2,4„ Loading Criteria (psf) ( 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: 11 EXP: B Des Ld: 37.00 Mean Height: 21.60 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to ht2 Spacing: 24.0 " 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 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Ply: 1 SEQN: 560996 / T38 /JACK Cust: RR408 JRef: IW9S4080016 City: 2 FROM: CH DrwNo: 092 18 1531 16907 KM / DF 04/02/2018 22' 10" 11 i -- io 21'4„ ZID f- 20'4" i 2,$„ 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R ! U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.059 G 993 240 B 288 / 51 / 179 / - / 92 / 4.0 Lu: NA Cs: NA VERT(TL): 0.154 G 549 180 F 61 ( - / 40 (- / 1.5 Snow Duration: NA HORZ(LL): 0,029 F - - E 134 ! 55 / 62 HORZ(TL): 0,052 F Wind reactions based on MWFRS Code f Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.380 F Min Erg Width Req = - TPI Std: 2014 Max BC CSI: 0.092 E Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used Yes Max Web CSI: 0.062 FT/RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 04/03/20(8 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q ire extreme care in fabricatingg, handling shipping installing and bracing. _ Refer to and follow the latest edition of SCSI (Building t 5afety Information, byY TPI and SBCA) & safety practices prior to performing these functions. Installers shall provide temporaryREUnlessnotedotherwise,top chord shall have properlyY attached structural sheathing and bottom hard shall hav a properly aaid ceiling. Locations shown for ermanent lateral restraint bf webs shall have bracingg installed per ksCl sections 63, 7 or 810, Ae. Appyy plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. a division of TPi 1, or for r acceptance any structure his drawinq,any failure to build the on this dr8wirig or cover page Le , design Ihown. The suitabthty ALPINE w r woup.nr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: HJ7 N 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 " Lumber Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 22.09 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 92 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 0 pit at -1.89 to 55 plf at 0.00 TC: From 2 pit at 0,00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 pif at 0.00 SC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 100 lb Conc. Load at 4.24 SC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Ply: 1 SEQN: 560946 / T15 I HIP_ Cust RR408 JRef: iW9S4080016 Qty 2 FROM. TH DrwNo 092 18 1531 17608 KM / OF 04/02/2018 5'4"5 9' 10"1 5'4"5 4'5"11 57'9 579 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)!0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. 4'1"9 5" 9,4„2 - -- -;911 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.021 G 999 240 VERT(TL): 0.057 G 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2.0 Max TC CSI: 0,475 Max BC CSI: 0.591 Max Web CSI: 0.324 VIEW Ver: 17.02.01A.1114.21 R A1*RApq*.4tf •^ppw a gi ca. 708 1 S. 04/(13 2018 0 r 23'10"6 M n v a-- 20 4" it Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL /W B 318 1143 !- (- /4.9 E 328 ! 63 ! - / 1.5 D 71 123 !- !- 1- 11.5 Wind reactions based on MW FRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 190 - 694 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 654 -163 G - F 642 - 163 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 179 - 705 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingg shi ping installing. and bracing. Refer to and follow the latest edition of SCSI (Building nent Saafety Information, by TPI and SBCA) I& sa ely practices prior to performing these functions. Installers shall provide temporarrvy per B ' Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly rt rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC IsectionsB3. B7 or 610, eerie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Build inac1Components Group Inc. shall not be responsible for any deviation from this drawing anv failure to build theconformancewithANSITPI1, or for handling, shipping, installation and bracing of trussesA Seal on this dr wlrig or cover page, . this drawing indicates acceptance of pro essiona ngmeering r.spons bill solely for the desiggn sghown. The suitability to of this drawing for any structure is the responsibiility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: HJ7T 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 " Lumber Ply i SEQN: 561198 / T41 / HIPCost: RR408 JRef 1W9S4080016 City: 1 FROM: CH DrwNo: 092.18.1531.20136 KM / DF 04/02/2018 2' 7' 9110,11 2' 5'" 2'10"1 2' 1'2"14 11101110 2' 3'2"14 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 22,09 It TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&, C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25) TC: From 0 pif at -1.89 to 55 pif at OAO TC: From 2 pif at 0.00 to 2 plf at 9,84 BC: From 0 plf at -1.89 to 4 pit at 0.00 BC: From 2 plf at 0.00 to 2 pif at 9.84 TC: - 22 lb Conc. Load at 1.41 TC: 146 lb Conc. Load at 4.24 TC: 268 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 122 lb Conc. Load at 7.07 6' 3"1 9' 5'*14 Snow Criteria (Pg PP In PSF) ( Defl/CSI Criteria Pg: NA Ct: NA CAT: NA) PP Deflection in loc L/defl L1# Pf: NA Ce: NA VERT(LL): 0.257 1 452 240 Lu: NA Cs: NA VERT(TL): 0.703 1 242 180 Snow Duration: NA HORZ(LL): 0.101 H - - HORZ( TL): 0,189 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.842 TPI Std: 2014 Max BC CSI: 0.737 Rep Factors Used: Yes Max Web CSI: 0.190 FT/ RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 81 W 2X4 S 2.50 Wind Wind loads and reactions based on MWFRS. Additional Notes Provide ( 2) 16d common(0.162"x3.5") toe -nails at top chord. Provide ( 3) 16d common(0.162"x3.5") toe -nails at bottom chord. rr . t k`Ya 1. t 04/ 03/2018 F 23' 10"6 I i M iT n V r4_ 21' 4- A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 314 1145 /- /- /- /4,9 G 396 /105 /- /- 1- 11.5 F - 41 /41 /17 /- /1.5 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 G Min Brg Width Req = - F Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - E 221 - 636 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. D - H 626 - 217 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E - H 247 -704 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handling,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, byY TPI anc7 SECA) sa ety practices pnor to performing these functions. Installers shall provide temporary BGSI. Unless noted otherwi e,top chord shall have properIxY attached structural sheathingg and bottom hord shall have a groppe y ad ceiling9. Locations shown or Aermanent lateral restraint df webs shall have bracingg Installed per BC I sections B3, 67 or 810, ile. Apo plates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to Alpine, a division of ITW Buildi,,$1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover Pape , IistingthisdrawingindicatesacceptanceofproesswnAijngineeringresponsibilitysolelyforthdesinshown. The sui ability anduseofthiscd7r'awing for any structure is the responsibi it of the Building Designer per ANSI 1 1 Sec. . c,.. ...,.. o ..,,.,... ,...,..no I... -, ...... l n.. _"..o - 1- .. __ A. -5, ..n...., alnlnc. ry TPI- w.nv tn,n rim- SRCA - chrin6„ 11n 1 If f, wNnv i 11A ALPINE nN i1W COMfMNr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 2 SEON 565775 / T35 FLAT Cust: R408 JRef t W9S4080016 7513 - A (MBR Tray)17513 - A (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 093.18.0745,31133 Truss Label: FG7 KM / BAF 0110312018 2 Complete Trusses Required 2'9"13 5'514 811"15 10,10"1 13'6"2 16'1"8 18'10"4 20'l1"5 23'511 25'8"8 , 2'9 13 2 8 1 2 8 1 2 8 1 2 8 1 2 7 6 2 8 12 2'1' 1 2'6"5 2'2"13 A 386 5'S"14 5'5"14 C = 3X4 =3X4 2'9"13 8'3"11 Loading Criteria (psf) Wind Criteria TCLL 40,00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld 55.00 Mean Height: NA tt NCBCLL: 10.00 TCDL: NA psf Soffit: 2,00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 5.00" o.c. Bot Chord: 1 Row @ 12.00" o.c. Webs : 1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 405 plf at 0.13 to 405 plf at 5.00 TC From 100 Of at 5 00 to 100 plf at 1300 6X8 --3X4 =3X4 F G H I T2 J K 10, 18' 10"4 __. r _ ------- -- - --- --- -- 6 10"4 ---- - 2'4"9 2'913 51"10 2'3"5 2713 2'4"9 10'8"5 13'6"2 18'912 2111 23'3"15 25'8"8 Snow Criteria (Pg,Pf In PSF) ; Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAB PP Deflection in loc L/defl L/# Loc R ! U ! Rw / Rh / RL / W Pf: NA Ce- NA VERT(LL): 0,214 R 999 360 T 2347 / - (- 7.3 Lu: NA Cs: NA VERT(TL): 0.618 R 543 240 O 4800 (- / 6.0 Snow Duration: NA HORZ(LL): 0.034 A - L 11 / 418 / - / 3.3 HORZ(TL): 0.066 A T Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 O Min Brg Width Req = 2A Bldg Code: FBC 2017 RES I Max TC CSI: 0.992 L Min Brg Width Req = 1,5 TPI Std: 2014 Max BC CSI: 0.827 Bearings T, O, & L are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,939 Bearing T requires a seat plate. FT/RT:0(0)!0(0) Members not listed have forces less than 375# Plate Type(s): _.. _ _._ Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Purlins B- C 0 -3274 F- G 0 -2521 The TC of this truss shall be braced with attached C - D 0 -3274 G - H 2278 0 spans at 24" oc in lieu of structural sheathing. D - E 0 -3262 H - 1 2278 0 Additional Notes E- F 0 -2521 1-1 1007 0 Negative reaction(s) of -418# MAX. from a non -wind Maximum Bot Chord Forces Per Ply (Ibs) load case requires uplift connection. See Maximum Reactions. Chords Tens.Comp. Chords Tens. Comp. Truss must be installed as shown with top chord up. T - S 2484 0 P - O 939 0 S-R 3270 0 O-N 0 -1051 R- O 3262 0 N- M 0 -1007 O- P 3248 0 M- L 0 - %4 Maximum Web Forces Per Ply (Ibs) rFdrlpy Webs Webs Tens. Compt1t}4rrrt Tens.Comp. TC: From 405 plf at 13.00 to 405 plf at 17.00 ;' qty ' d°f T - B 0 - 2593 G - O 0 - 3453 TC: From 225 plf at 17.00 to 225 plf at 18.50 °'t:. B - S 848 0 H - O 0 - 578 TC: From 100 plf at 18.50 to 100 plf at 25.58 A + gym•** * b E - P 0 - 781 0-1 0 -1371 BC: From 10 plf at 0.00 to 10 plf at 25.71 *.* L A^ *$ t P - G 1698 0 J - L 1092 0 TC: 1006 lb Cone. Load at 18.00 BC: 5 lb Conc. Load at 0.00, 2.00, 4.00,14.00 16.0078 Plating Notes All plates are 2X4 except as noted. $ AT 0 Plate Shift Table * *> Y JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W3X6 2.00 L 1.75 (191 W3X10 2,75 R 1,25 N11W .tCNN Ber F6rpKNri ngtti' 04 03:'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 fabricat nq, handlingg shipping installing,and bracing. Refer to and follow the latest edition of SCSI (Building Component Saafety Information, by TPI and SBCA) & safety practices prior to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hay a proge y attached rigid ceiling9 Locations shown for Permanent lateral restraint Of webs shall have bracing installed per BC I sections B3, 7 or 810, as applicable. Appply lates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Peter to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinlqCompon nts Group Inc. shall not be responsible for any deviation from this drewin anyy failure to build the truss in conformance with ANSI 1, or for handling, shipping, instaliation and bracing of trussesA seal on this dr wir5g or cover pa e , listing this drawing, indicates acceptance of pro esstona engineering responsibility solely for the des'gn shown. The sui abilityanduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 c.l. For more information see this lob's general notes page and these web sites. ALPINE. www alpineaw-com. TPI www. tpost-org, SBCA. wwwsbondusW. cot: ICC. ww a:safi rn (TV -groom 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 2 SEON: 560985 / T28 / FLAT Cust RR408 JRef. iW9S4080016 7513 -A (MBR Tray) Oty 1 'FROM CH DrwNo: 092,18,1531. 17640 Truss Label: FG2 I KM / DF 04102 2018 2 Complete Trusses Required 2'6"15 60"10 T6" 2'6"15 2'5"11 2'57 1112AX4 = 3Xg[4] 1112X4 1112XX4 J 4X6[1] c ----- — -- 12'6"10 -- 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 " 4' 10"2 4' 10"2 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 20 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2,50" o.c. Bot Chord: 1 Raw @12.00" o.c. Webs : 1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.13 to 50 pIf at 12.55 BC: From 105 plf at 0.00 to 105 plf at 0,13 BC: From 5 plf at 0.13 to 5 pit at 12.55 TC: 1005lb Conc. Load at 1.71, 3,71, 5.71, 771 9.71,11.71 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 1 ] W 06 2.25 L 2.00 4] W 3X8 4.25 L 1.25 5] W 3X6 2.25 R 1.25 81 W 3X6 2.75 L 1.25 9) W3X8 4.50 R 1.25 12] W4X6 2.25 R 2.00 Additional Notes Truss must be installed as shown with top chord up onvtol=onotot 9'11"15 12'6"10 2'5"15 2'6"11 3XE[9] (a) III2X4IF 29'15 _. I __._. .. 410"10 T8" 12'6"10 G10' G 4X6[12] Snow Criteria (Pg.Pf in PSF) I Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc_Ru / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.194 D 777 360 J 3159 / - l - l - I - 17,2 Lu: NA Cs: NA VERT(TL): 0.339 D 565 2401 K 3568 / - / - / - / - / 8.5 Snow Duration: NA HORZ(LL): 0.032 A - - J Min Brg Width Req = 1.9 HORZ(TL): 0.044 A K Min Brg Width Req = 2.1 Code I Misc Criteria Creep Factor: 2.0 Bearings J & K are a rigid surface. Bldg Code: FBC 2017 RES . Max TC CSC 0.813 1 Bearing J requires a seat plate. TPI Std: 2014 ( Max BC CSI 0 720 Rep Factors Used Yes FT/RT:0(0)/0(0) Max Web CSI: 0.990 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02,01A.1114.21 B - C 0 -5075 D - E 0 -5077 Puriins Y C - D 0 - 5176 The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (Ibs) spans at 24" oc irl lieu of structural sheathing. Chords Tens.Comp. Chords Tens. Comp. J- 1 3632 0 H- G 3693 0 1 - H 5176 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-8 0 -3816 D-H 0 -657 B- 1 1562 0 H- E 1499 0 1- C 0- 671 E- G 0- 3899 04/03, 2018 v` ** WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rewire extreme care in fabricating, handling shipping installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fur safety practices pnor to performing these functions. Installers shall provide temporary bracinu per BGSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottgm hord shall have a properlyattachdnjidceilingLocationsshownforrmanentlateralrestraintofwebsshallhavebracinginsTalledper6C1sectionsB3, B7 or B10. as applicabi Apply plates to each face. oftrussand 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 Buiidi1nggComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN51(TPt 1, or for handling, shipping, installation and bracing of,trussHsA real on this dr wir5g or Gover paagqe , listinthisdrawinggindicatesacceptanceofprofesswnareenmeeringresnsrbihtysole) or the des'ggn shown, The suifebni anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSIITPI1Sea.2. For more information see th!s job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinsl.org, SBCA;_ www,sbcinqustn(_oom: ICC. www.iccsat ALPINEo 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 19787 Ply: 1 SEQN 565755 ( T27 SY42 1 Cust R408 JRef 1W9S4080016 7513 - A (MBR Tray)17513 - A (MBR Tray) -DAVID WEEKLY Qty 2 FROM: RF DrwNo 093-18,0745-33207 Truss Label F1 j KM / BAF 04/03/2018 9'6" 11'0"8 24'0"8 256", 29'10"8 1'6"8 13' 1 5 9 4'4"8 1'6"12 2'6"12 2'6"12 -- 2'6"12 -- - 2'6"12 -*-- 2'6"12 . J 1'6"12" A = 3X88 C = 3DX4 E- 3X4rill = G-t31X4 4X8(16) J = 3K6 L M= 3X4f241 OF-- — Z Y X W _.....-...- V U ---- ;T S R 3X6 =3X8 =3X4=3X70(73]=W=3X4 -_4X10--3X4[20] =3X4 =3X4 t...___.-------- -------- 18'10"4 __._._.....J..____----------------- 11'0"4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXPNA Des Ld: 55.00 HMeanHeight: NA It fMean NCBCLL: 10.00 TGDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " CSC Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11] W3X4 1.25 L 1.25 (13] W3X10 4.00 L 1.25 16] W4X8 4,25 R 1.25 (20] W3X4 1.25 R 1,25 24] W3X4 2.25 R 1,25 Deflection Max JT VERT DEFL: LL: 0.30" DL: 0.32". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 29' 10"8 Snow Criteria (Pg,Pf in PSF) Deli Criteria 1 Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl L/# j Loc R U Rw l Rh l RL l W 10' Pf: NA Ce: NA 1 VERT(LL): 0.303 E 735 360 Z 945 ! - 7.3 Lu: NA Cs: NA VERT(TL): 0.583 E 526 240 T 1930 / - 1 - 6.0 Snow Duration: NA HORZ(LL): 0.047 B Q 516 / - ! - 1 - 17.3 HORZ(TL): 0.065 6 Z Min Brg Width Req = 1.5 Code ( Misc Criteria Creep Factor: 2.0 1 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.893 Q Min Brg Width Req = 1.5 TPI Sid: 2014 1 Max BC CSI: 0.886 Bearings Z, T, & Q are a rigid surface. Rep Factors Used: Yes I Max Web CSI: 0.801 Bearings Z & Q require a seat plate. FT/RT:0(0)!0(0) Members not listed have forces less than 375# Plate Type(s): _ Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02,01A.1114.21 Chords Tens.Comp. Chords Tens, Comp. B-C 0-2790 H - 1 0 -2141 C- D 0- 2790 1- J 1754 0 D- E 0- 3128 J- K 1754 0 E - F 0 - 3126 K - L 307 - 926 F - G 0 - 2141 L - M 298 - 938 G- H 0 -214 t M- N 290 - 933 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z- Y 1677 0 U- T 674 -189 Y- X 3232 0 T- S 380 - 849 X- W 3126 0 S- R 938 - 298 W- V 3120 0 R- Q 784 - 87 V - U 674 -189 tixt+atratr4adtar:rarele s,;. Maximum Web Forces Per Ply (Ibs) Webs TensComp_ Webs Tens. Comp_ Z- B 0 -1863 V- 1 1682 0 f J.\ B- Y 1231 0 I- T Y -D 0 -489 T-K D• X 264 - 423 K- S 0- 2272 0 -1453 936 0 F- V 0 -1240 N- Q 97 - 872 0403 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, handlin shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Saafety Information, bVV TPI anc7 SBCA) f safety practices prior to performing these functions. Installers shall provide temporaN bracing per B4SI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 9hord shall hav a pro 44er y attached rigid ceiling Locations shown far ermanent lateral restraint of webs shall have bracingc installed per BCSI sections 63, 7 or 610. as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. f2efer 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 with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover page _ . listing this drawingg indicates acceptance of grofesswnar angineeiring responsibility solely or the deli n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S c.2. IFor more information see this ioVs general. notes page and these web sites. ALPINE. www.alpineitw.coon, TPI wwwtpiest nm, SBCA. www.sbondustrV-own. ICC. www-iccsa6 u+,nv Cosaavr 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: 19787 7513 - A (MBR Tray)17513 - A (MBR Tray) -DAVID WEEKLY Truss Label: F 1 A 9,6.. 1'6"12 3I +-- 2'6"12 -- - 2'6"12 - Ply_ 1 i SEQN: 565759 / T43 SY42 Cust: R408 JRef: 1W9S4080016 Qty 1 FROM: RF { DrwNo 093 18 0745,34790 KM / BAF 04/0312018 11'0" 29'10" 8 18'l0" j-- 2' 6"12 --- ice- 2'6"12 ---i-- 2'6"12 ._,,,(",_ 2'6"12 -+--- 2'6"12 -•J 7 6 3i A - 3XB8 C =3DX4 E- 3X4f11J = F31X4 - 4 10 J -3 K10 L = 3X =3X6 O ZI I 3X6 4X6[ 6) Loading Criteria (psf} 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 Lc: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA Spacing: 24.0 " CSC Dist a: NA ft from l NA 1: N I: NA GCpi: pi: NANA Wind Duration: NA 1Lumber Top chord 42 SP # 2 Dense 72 4x2 SP #1 Dense: Bot chord 42 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Plating Notes All plates are iX3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site 61 W4X6 3,00 L 1.25 (11) W3X4 1.25 L 1.25 131 W3X10 3.75 L 1.25 (21) W3X8 2.50 R 1.25 Deflection Max JT VERT DEFL: ILL: 0.30" DL: 0.31". See detail s,1°' 18"0"4 3X16[131= W=3X4 --4X 29' 10"8 11'0" 4 --- Snow Criteria ( Pg,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# I Loc R U / Rw / Rh / RL ! W Pf: NA Ce: NA VERT( LL): 0,297 E 752 360 i Z 914 ! - / --M/ - / - / 7.3 Lu: NA Cs: NA VERT( TL): 0.569 E 540 240 T 2280 ! - I - / - ! - / 6.0 Snow Duration: NA HORZ(LL): 0.046 B - Q 732 / 47 / - ! - (- / 7.3 HORZ(TL): 0.064 B Z Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES I Max TC CSI: 0.849 Q Min Brg Width Req = 1.5 TPI Sid: 2014 i Max BC CSI: 0.889 Beatings Z, T, & Q are a rigid surface. Rep Factors Used: No Max Web CSI: 0.836 Bearings Z 8 Q require a seat plate. FT/RT 0(0)/0( 0) Members not listed have forces less than 375# Plate Type(s): J Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02. 01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. B - C 0 - 2662 H - 1 0 -1787 C- D 0- 2662 I- J 2298 0 D- E 0- 2873 J- K 2298 0 E -F 0 -2871 K - L 618 -1088 F-G 0 -1787 L- M 618 -1088 G- H 0 -1787 M- N 355 - 1623 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Corp. Z-Y 1614 0 T- S 346 -1185 Y- X 3035 0 S- R 1652 - 373 X-W 2871 0 R- Q 1233 -181 W - V 2864 0 xgtllfrtr4irr° rrrtarr. Maximum Web Forces Per Ply (Ibs) D ,_CA 131014 For camberrecommendations. oll'aFJ, Webs Tens.Comp_ W_ ebs Tens. Comp_ Additional Notes 2x6 continuous strongback. See detail P a*4**** r * _ a+, Z ' 8 8- Y 0 - 1793 1158 0 I - T T- K 0 - 2345 0- 2165 STRBRIBR1014 for bracing and bridging 6 Y - D 0 -413 K - S 1579 0 recommendations. s ( D - X 186 - 436 S - M 0 - 721 Deflection estimate assumes composite action with s 08 F - V 0 -1299 R - N 501 - 223 single layer of the appropriate span rated glue -nailed V - 1 1756 0 N - Q 201 -1370 wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. 4*S T Truss must be installed as shown with top chord up. NAIL 04 03 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Wrequire extreme care in fabricatin , handlingg shipping installing. and bracingg. Refer to and follow the latest edition of SCSI (Building ent S fety Information, byTPIan SBCA) fbr safety practices pnor to performing these Functions. Installers shall provide temporary) per 38SI. Unless noted otherwise, top chord shall have properlyY attached structural sheathingq and bottom chord shall hav a proppery d rigqid ceilingg Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3, 7 or 810, icable. A pTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ,q LPI NE Is 160A-Z or standardplatepositions. a division of ITW Buildir ) Components Group Inc. shall not be responsible for any deviation from this drawinUny failure to build the v rtw, uau confgrmance with ANSI/I PI 1, or for handling, shipping, installation and bracing of,trussesA teal on this drawing or cover page , , 2400 Lake Orange pr. this ttrawing indicates acceptance of prolressronar engineering responsrbill solely or the desi n shown. The suitabrhty Suite 150 ce o this drawing foranystructureistheresponsibilityoftheBuildingDesignerperANSI(TPI 1 Sec.2. information see this job's general notes paqe and these web sites: ALPINE. www alpineitw,com, TPI www.tpmst org; SBCA wwwsbcindustry com._ICC: www.iccsafe.org_ Orlando FL, 32837 Job Number: 19787 I Ply: 1 SEQN 565723 ! T40 SY42 ! Cust R408 JRef iW9S4080016 7513 - A (MBR Tray) /7513 A (MBR Tray) -DAVID WEEKLY Qty: 3 FROM RF 1 DrwNo 093-18-0745 41013 Truss Label F2 KM / BAF 0410312018 25'8"12 9'6" 11'0" 8 21'6"8 2210"4 9'6' 1'6 1 Q'6" 1'S 2,6•.12 ----- 2.6"12 - .- 2'6"12 2'6"12 - 't- 2'6"12 2,6.,t2 . W =3X4 3X8[41 3X4 =3X4 3X10[161 3X4 =3X4 A B C D E F G H I J K L M W 3X8[61 Loading Criteria (psf) j Wind Criteria TCLL: 40.00 Wind Std: NA TCOL: 10.00 Speed: NA mph BCLL: OAO Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55 00 Mean Height: NA If NCBCLL: 10.00 TCDL: NA psf Soffit 2.00 I BCDL: NA psf Load Duration: 1,00 1 MWFRS Parallel Dist: NA Spacing: 24.0 " I C&C Dist a: NA ft Loc. from endwail: NA 1: NA GCpr NAiWindDuration: NA Lumber Top chord 4x2 SP 42 Dense Sot chord 4x2 SP t#1 Dense B2 42 SP 92 Dense: Webs 4x2 SP t#3 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W3X8 4,25 L 1.25 [ 61 W3X8 3.50 L 1.25 161 W3X10 5.25 R 1,25 (181 W3X10 325 R 1.25 Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail 10, V------ U-:.- - T .. S R Q p O---- 3X4 -3Xt0 W=3X4 3X10(181 =3X6 18' 10"4 25'8"12---------- Snow Criteria (Pg,Pf in PSF) I Deft/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAii PP Deflection in loc L/defl L/# Loc R ! U Rw ! Rh 1 RL / W - Pf: NA Ce: NA VERT(LL): 0.314 E 711 360 X 977 / - 1 - 1 - (- 17.3 Lu: NA Cs: NA VERT(TL): 0.580 E 516 240 ; j R 1657 ! - / - / - 16.0 Snow Duration: NA HORZ(LL): 0.048 B I O 320 / 88 / - / - / - / 3.5 HORZ(TL): 0.067 6 Factor: 2.0 X Min Brg Width Req = 1.5 R Min Brg Width Req = 1.5Code / Mise Criteria Creep Bldg Code: FBC 2017 RES ! Max TC CSI: 0.884 O Min Brg Width Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.860 Bearings X, R, & O are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.760 Bearing X requires a seat plate. FT/RL0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): _ _ VIEW Ver. 17.02.01,4.1114.21 1 Maximum Top Chord Forces Per Ply (Ibs) WAVE Chords Tens.Comp. Chords Tens. Comp. B - C 0 - 2922 G - H 0 - 2502 C- D 0- 2922 H- 1 0- 2502 D- E 0- 3391 1- J 1158 0 E -F 0 -3391 J -K 1158 0 F- G 0 -2502 K- L 386 -344 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. X-W 1742 0 S-R 1102 0 W- V 3436 0 R- Q 341 - 394 V- U 3391 0 Q- P 344 - 386 U- T 3386 0 P- O 345 -380 T - S 1102 0 ttlt+etr[lrhsra F{ Maximum Web Forces Per Ply (Ibs) DEFLCAMB1014 for camber recommendations. r,. Webs Tens.Comp.- Webs Tens. Comp_ Additional Notes gg a, 1 X - B 0 -1935 T - 1 1596 0 2x6 continuous strongback. See detail` B - W 1305 0 I - R 0 -2212 STRBRIBR1014 for bracing and bridgingt W - D 0 -568 R - K 0 - 1081 recommendations. F - T 0 -1135 L - O 422 - 384 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed { ltwoodsheathing. Webs are square cut except dbl diagonals or as L otherwise shown. $S Ts Truss must be installed as shown with top chord up.$+• Corr '1 NA Fe Neff 04r03 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, handlingq shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBGA) & safety practices pnor to performing these functions. Installers shall provide temporary bracin per 64SI., Unless noted otherwiSe,top chord shall have properly attached structural sheathing and bottom hord shall have a prot erly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC I sections B3, 67 or 8610, 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 6uildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSI(T PI 1, or for handling, shipping, installation and bracing of,trussesA seat on this dr wiri9 or over page , listing this drawingg indicates acceptance of provesseonalq engineering responsibilrt solely for thhe design shown. gfhe suit"abrlrtyanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesig%r per ANSI/TPI 1 Sec.2. For snore information see throb's general notes paae and these eb sites ALPINE w aip iettw corn, TPI —s tp Est org, SBCA w sbar dustry cx n ICC www Cesaf A IPLNE w+rn acorn . 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 SEQN: 565730 t T33 SY42 C.st: R408 JRef 1W9S4080016 7513-A (MBR Tray) /7513 - A (MBR Tray) -DAVID WEEKLY 1 Qty 3 iFROM CH DrwNo 093.18,0745.42503 Truss Label: F2A fI KM I BAF 0410312018 25'5"4 9'6" 11' 21'6*'8 2 2'6',' 12 2'10"8 1,01 41_El 2 2'6"l 2 2'6" 12 2'6" 12 2'6" 12 2-612 2'6"12 W=3X4 3X8 _-3X4 3X4 3X10(161 3X4 =3X4 1112X4 A 8 C 0 E F G H I i K L M 3X6 3X8(61 =3X4 --W=3X4 =3X10(181 P O = 3X6 18'l 0"4 67 - ----------- -------------------------- j 25'5"4 Loading Criteria (psf) Wind Criteria Tl inowCriteria (Pg,Pf,n PSF) I Defl/CSI Criteria i A Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NAI PP Deflection in (oc L/deflI L/# Loc R lu 1Rw /Rh /RL W TCDL: 10.00 Speed: NA mph Pf:NA Ce: NA VERT(LL): 0.311 E 718 360 W 963 1- 7.3 BCLL: 0.00 Enclosure: NA Lu, NA Cs: NA VERT(TL): 0.574 E 521 24010 1696 / - 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.048 B - j N 305 /133 1- EXP: NA Des Ld: 55,00 I HORZ(TL): 0.066 B W Min Erg Width Req = 1.5 Mean HeNA It NCBCLL: 10.00 I Code / Misc, Criteria Creep Factor: 2.01 Q Min Brg Width Req = 1,5 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.880 N Min Erg Width Req = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.864 Bearings W & 0 are a rigid surface. Bearing W requires a seat plate. Spacing: 24.0 C&C Dist a: NA It Rep Factors Used: Yes 1 Max Web CSI: 0.770 Loc. from endwall: NA 1: NA GCpi: NA FT/RT:0(0)/0(0) Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Wind Duration: NA V.rIWAVE 02 01A 1 4T7 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 0 -2866 G-H 0 -2349 Top chord 42 SP #2 Dense C-D 0 -2866 H - 1 0 -2349 Bot chord 4x2 SP #1 Dense D-E 0 -3280 1 - J 1309 0 Webs 4x2 SP #3 E-F 0 -3280 J - K 1309 0 Plating Notes F-G 0 -2349 K - L 487 -285 All plates are 1 X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp.— JT Plate Chord JT Plate Chord W-V 1714 0 R-Q 923 0 No Size Shift Bite No Size Shift Bite V_U 3350 0 Q_P 282 -496 61 W3X8 3.50 L 1.25 [161 W3X10 5.50 R 1.25 U-T 3280 0 P-0 285 -487 181 W3X10 3.00 R 1.25 T-S 3275 0 O-N 287 -479 Hangers / Ties S - R 923 0 J) Hanger Support Required, by others woolyt$tt III tkf""O" Maximum Web Forces Per Ply (lbs) Deflection 0x \W , Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail W-B 0 -1905 S - 1 1617 0 DEFLCAMB1014 for camber recommendations. X'. B-V 1274 0 1-11 0 -2236 Additional Notes j nt V-D 0 -535 O-K 0 -1137 2x6 1 F-S 0 -1150 L-N 532 -321 continuous strongback. See detail 08 STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed S T wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up, CO rl Ak 1;1r-011, 04,03,,2018 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, handlinghrppn,, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingrmnentSfelyInformation, b, TPI an SBCAshipping ractices prior I. p.rfo ing these functions. Installers shall provide tempora per BeSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom lhord shall havta properly 159id ceilin,?,. Locations shown for ermanent lateral restraint f webs shall have bracinp installed per BC I sections B3, 7 or 10, icabe. Aqp y plates to each face opiruss and position as shown above and on the Join Details, unless noted otherwise. kefer to js 160A-Z or standard plate positions. ALPINE a division of ITW Buildin any failure to build the conformance Components Group Inc. shall not be responsible for any deviation from this drpwin nce with ANSI PI 1, or for handlinj shipping, installation and bracing of trussesA seal on this drawing or I asacceptanceofproessionakengineerigresponsibili solely for the des' h n. -M."I'spuffl.1bility, thisPrawing, indicates r P gain I ow 2400 Lake Orange Dr a 0 this rawing or any structure is the responsibility of the uilding Designer per ANSIrT I I c. . Suite 150 nforrriation see this job's general notes page and these web sites ALPINE ewwy,a!pineitw,com TPI w Ipinstorq.S81CA w sbcindustryccivi,[CC w icc,"teorgL_OrlandoFL, 32837 Job Number: 19787 Ply 1 i SEQN 560965 ( T32 1 SY42 Cust RR408 JRef IW9S4080016 7513 -A (M6R Tray) k Qty 8 i FROM RF DrwNo: 092-18.1531.19606 Truss Label: F3 JKM I DF 04/02/2018 8' 10'3"4 18 3'4 8' 2'3"4 8' 3" 2'6°12 --{--- 2'6"12 --! j--- 2'6"12 — 2'6"12—^+ III 1 X3 - W =3X4 1XA3-3XB[41 lI11X3 =3Xp4 =3X4 ill 1X3=3X8[151 k2X4 10, 1 ' P — 3X8[71 II 1 X3 II 1 X3 = 3X8[13] 3X83XF --W=3X4 Loading Criteria (psf) I Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 I Speed: NA mph BCLL: 0.00 Enclosure: NA i Category: NABCDL: 5.00 EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 1 MWFRS Parallel Dist: NA Spacing: 24.0 " i C&C Dist a: NA If Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site 4] W3X8 4.25 L 1.25 [ 71 W3X8 3.50 L 1.25 13] W3X8 3.50 R 1.25 (151 W3X8 4.25 R 1.25 Deflection Max JT VERT DEFL: LL: 0,26" OL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 18'3"4 Snow Criteria (Pg,Pf in PSF) ( Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/defl L!# 1 Loc R / U — / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.259 M 824 3601 P 991 /-/ - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.533 M 560 2401 J 1005 1- l - 6.0 Snow Duration: NA HORZ(LL): 0.042 J P Min Brg Width Req = 1.5 HORZ(TL): 0.063 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings P & J are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0,818 Bearing P requires a seat plate. TPI Std: 2014 jj Max BC CSI: 0,871 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.636 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 6 - G 0 -2974 E - F 0 -2971 C - D 0 - 2974 F - G 0 - 2971 D- E 0 -3551 G- H 0- 2971 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P- O 1766 0 M- L 3551 0 O- N 1766 0 L- K 3550 0 N- M 3550 0 K- J 1765 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens, Comp. P-B 0-1%2 E -K 0 -902 B- N 1335 0 K- H 1334 0 N-D 0 -899 H -J 0 -1%3 aCE aoaaa•a* > b,d, e L& atv As' CQ1-ruTp A "' r1&T1+pNdiK 04 03!_2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building t S fety Information. byY TPI and SBCA) & safety practices prior to performing these functions. Installers shall provide temporary BSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom Nord shall have a progeny iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BC I sections 63, 67 or t 10, ile. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. vision of ITW 6uildindc1CCompon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the tformance with ANSI TRI 1, or for handling, shippinq, Installation and bracing of.trussesA #eat on this drawing or cover page , . drawing indicates acceptance of pro7essionalf 4ngineering responsibility solely for the design shown. The suitabthty f this drawing for any structure is the responsibility of the Building Designer per ANSItTPI 1 S8c.2. mr see this lob's general notes oaae and these web sites. ALPINE- www.aloineaw-cony. TPL www b),nsLorq. SBCA_ www_sbond,,stryw,r. ICC,. www-iccs4 IPL NAEtNRW cGWww 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: 19787 Ply: 1 SEON 560966 / T30 I SY42 i Cust: RR408 JRef: 1W9S4080016 7513 -A (MBR Tray) ( City 6 FROM: CH DrwNo: 092.18.1531,19465 Truss Label: F3A - KM l DF 04/02/2018 8' 10'3"4 18'3"4 8,-------- 2,3„4 ---- $, I -- 2'6" 12 2'6" 12 — — 2'6" 12--4^-- 2'6" 12 — -i 1111X3 = W=3X4 1XA3=3X8[41 111X3 =3Xp4 =3X4 111X3 0 a - 3X8[151 !112X4 T -- _ -- ----- — IHf ---- P O N M L K J 13X6=W=3X43X8[7) H1X3 1111X3=3X8[l31 =3X8 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 MWFRS 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 Bot chord 42 SP #2 Dense :B2 4x2 SP #1 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4) W3X8 4.25 L 1.25 [ 7] W3X8 3.50 L 1.25 13) W3X8 3.50 R 1.25 [151 W3X8 4.25 R 1.25 Hangers t Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.26" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 18'3"4 Snow Criteria (P9,Pf In PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R ! U ! Rw / Rh (RL ! W Pf: NA Ce: NA VERT(LL): 0.259 M 824 360 p 991 / _ / _ / _ 7.3 Lu: NA Cs: NA VERT(TL): 0.533 M 560 240 J 1005 (- / - Snow Duration: NA HORZ(LL): 0.042 J - - P Min Brg Width Req = 1.5 HORZ(TL): 0.063 B J Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.818 Bearing P requires a seat plate. TPI Std: 2014 Max BC CSI: 0.871 Members not listed have forces less than 3759 Rep Factors Used: Yes Max Web CSI: 0,636 I Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) I Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -2974 E - F 0 -2971 C - D 0 - 2974 F - G 0 -2971 D-E 0 -3551 G-H 0 -2971 y' S Weloaq Ojaij 708 fl T 0 n ZYA NAIL 04,03 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P- O 1766 0 M- L 3551 0 O- N 1766 0 L- K 3550 0 N- M 3550 0 K- J 1765 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. P-B 0 -1962 E-K 0 -902 B- N 1335 0 K- H 1334 0 N- D 0- 899 H- J 0 -1963 Ireqquire extreme care in fabrcatinq, handling shipping installing,and bracing. Refer to and follow the latest edition of BCSI (Building Information, byY TPI and SBCA) ? safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom Ghord shall hav a propps yaidceiling. Locations shown for Permanent lateral restraint of webs shall have bracing msTalled per BCSI sections 63. U7 or 610. le. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of TPt 1, or for n acce tance any sructure from this drawing an failure to build the seal on this drawing or over paforthedesjgnshown. We suitability A PILNE rw . 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19787 7513 -A (MBR Tray) Truss Label: F38 — 1'S"8 1'4" 12 1'4" TYP) 3X4 A f c AF AE \\ 3X4 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 MWFRS 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 #2 Dense Bot chord 4x2 SP #2 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 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Ply: 1 SEQN:5609671T34 /SY42 GustRR408 JRef iW9S4080016 Qty: 2 i FROM: CH DrwNo: 092.18-1531.17827 KM f OF 04/02/2018 18'3"4 16'9"12 W =3X4 iII2X4 L P Snow Criteria (Pg,Pf m PSF'r Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# IO 10' ill 2X4 Maximum Reactions (lbs), or *-PLF Loc R_ l Ul Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0,000 B 999 360 i AF-109 1- / 219 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 i AF Min Brig Width Reg = - Snow Duration: NA HORZ(LL): 0,000 AF - Bearing AF is a rigid surface. HORZ(TL): 0.000 AF Bearing AF requires a seat plate. Code 1 Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.104 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0,032 FT/RT:0(0)I0(0) Plate Type(s): WAVE I VIEW Ver. 17.02.01A.1114.21 yt,t1<ctsr#ttkr¢pS0lPfC( dr 08 Q C'Or\ t-0 N A'IkL t 04 03J2018 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 (BuildingComponentSafetyInformation, byY TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy bracing f er BGSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a propgetly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC sections B3, B7 or 810, 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. Adivision f ITW it inq m n n Inc.shall n responsible f r n deviation from this rawing n failure [ build theAlpine, a o Bud 1Co po S is Group c s a of be o anyo t s d g a y e o truss in conformance with ANSI/t PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or over pa e, listing this drawing indicates acceptance of proTessronaJ Tngineering re ponsibility solely for the design shown. gfhe suitabilityanduseofthisdrawingforanystructureistheresponstbiityoftheuildngDesignerperANSI/TPI 1 Sec.2. warn r'wvnr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: 19787 7513 • A (MBR Tray) Truss Label: F4 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 " 3" 5'4"8 5'4"8 2'6"12 ---- Ply: 1 SEQN: 560968 / T24 / SY42 CusL RR408 JReE IW9S4080016 Qty: 5 FROM: RF DrwNo. 092.18.1531.19855 1 KM / DF 04/02/2018 6'6" 11"0"8 1'1"8 5'4"8 3" I--- 2'612------f i II 1 X3 III 1 X3 1X3 =3X6 II1X3 111X3 =3X6 =1X3 A B C D E F K 1 J I H X3 =3X4 =3X4 =1X3 3X4 = 3X4 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 GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 11,10"8 Snow Criteria (Pg,Pf.n PSF) 1 Deft/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAB PP Deflection in loc L/defl U# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.063 C 999 360 K 639 / • / • / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.131 C 999 240 H 639 ! - / - / - / - 173 Snow Duration: NA HORZ(LL): 0.013 H K Min Brg Width Req = 1.5 HORZ(TL): 0.019 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings K & H are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0,476 Bearings K & H require a seat plate. TPI Std: 2014 Max BC CSI: 0,511 Rep Factors Used: Yes Max Web CSI: 0,322 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) 1 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 e- C 0 -1480 D- E 0 C - D 0 -1489 0" 08 C # tWAV1, `° 04iO3i2018 INo Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K- J 1045 0 1- H 1045 0 J - 1 1489 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-B 0-1161 1 - E 542 0 B -J 542 0 E-H 0 -1161 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS c require extreme care in fabricatingg haandlin shipping installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingnentSafetyInformation, bVV TPI and SBCA) g safety practices pnor to performing these functions. Installers shall provide temporary per 38SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperylr y U rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 610, icable. Appply 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 Buildia1Compon nts Group Inc. shall not be responsible for any deviation from this drawin an failure to build the conformance with ANSI/TPI 1, or or handhnq shipprn, installation and bracing of trussesA seal on this drAwiXg or cover page . this Orawing, indicates acceptance 9f pro essiona engineering responsibility solely,toLthe des(gn sho n. The suitability irr A IPLNE w is N :;nwronv 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 Ply: 1 I SEQN: 560969 / T31 / SY42 Cust RR408 JRef: 1 W9S4080016 7513 -A (MBR Tray) ( Oty 1 !FROM RF DrwNo 092,18.1531-17281 Truss Label: F4A KM i DF 04/02/2018 1'S"8 11'10"8 V 8 1'412 1'4" - TYP) 3X4 A T i- v i -` Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: ODD BCDL: 5.00 Des Ld: 55.00 NCSCLL: 10.00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " Lumber Wind Criteria Wind Std: 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 ft Loc. from endwall: NA l: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 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 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg Pf in PSF} Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s): WAVE Def /CSI Criteria PP Deflection in loc L/defi L./# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.103 Max BC CSI: 0,021 Max Web CSI: 0.031 VIEW Ver: 17.02.01A.1114.21 04i0 t/2018 t0' L Maximum Reactions (ibs), or "=PLF Loc R /U /Rw /Rh /RL /W U" 108 /- /- /- /- /142 U Min Brg Width Req = - Bearing U is a rigid surface. Bearing U requires a seat plate. 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 regt ire extreme care in fabricating haandlinqq shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (BuildingComponenteafetyInformation, by TPI and Sl3CA) fbr safety practices poor to performing these functions. installers shall provide temporary bracin per BGSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and buttpm Chord shall have a grope y attach d ngrd ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per SCSI sections B3, B7 or 610, as applicable. Apply prates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI T PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this d3wing or cover page , listing this drawin5 indicates acceptance of roiessionar engineering responsibility solely for the d si n shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI Sec.2. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 SEQN: 560970 / T14 / SY42 Cust: RR408 JRef 1 W9S4080016 7513 -A (MBR Tray) Qty: 1 FROM: CH DrwNo: 092.18.1531.17546 Truss Label: F5 KM / DF 04/02/2018 T 6'4"8 77' 11110"8 6'4"8 V2"8in 4'3"8 2'0"4 2'0"4 --{-- 2'0"4 2'0"4 --{ 3X6 III 1 X3 1X3 III1X3 =3X6 III1X3 III1X3 =3X4 1X3 A B C O E F G 10' 1X3 I L I =3X4 =3X4 -1X311X3 - 3X8 = 3X4 1'11"4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 9'11"4 11'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.050 M 518 360 L 1756 / - / - ( / - 8.0 Lu: NA Cs: NA VERT(TL): 0.154 M 275 240 1 406 / 65 / - / - / - 7.3 Snow Duration: NA HORZ(LL): -0.019 A - - L Min Brg Width Req = 1.5 HORZ(TL): 0.037 A I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings L & I are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.521 Bearings L & I require a seat plate. TPI Std: 2014 Max BC CSI: 0.428 Rep Factors Used: Yes Max Web CSI: 0.381 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 A - B 1565 0 D - E 523 -527 B- C 1565 0 E- F 514 - 525 C-D 5W -513 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L - K 212 -1093 J - 1 482 -162 K - J 527 - 523 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-L 0 -1796 J -F 198 -413 L-C 0 -1129 F-I 190 -%7 C - K 937 0 g9a,4 art"g fl,, g f 6 08 * a T 01 4 Ai_ COA #0 04/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regttire extreme care in fabricating, handling, shipping installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSaafetyInformation, 4Yv TPI and SBCA) safety practices poor to performing these functions. Installers shall provide temporary _ bracin per BCSt. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the u X0,0,gP"1 truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA eat on this drawing or cover page , , 2400 Lake Orange Or. listing this drawing indicates acceptance of pro essiona engineering responsibility solelyor the desi n shown. The sui ability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSUTPI15ec.2. For more information see this ob's general notes page and these web sites. ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbondus[ .com; ICC: wwwimsafe.org Orlando FL, 32837 Job Number: 19787 Ply: 1 7513 - A (MBR Tray) /7513 - A (MBR Tray) -DAVID WEEKLY Qty: 1 Truss Label: F5A SEQN: 565749 / T22 SY42 Cust R408 JRef: 1W9S4080016 FROM: CH DrwNo: 093.18 0745,45090 KM / BAF 04/03/2018 6'4"8 77' 11'10"8 6'4"8 1,2„8 4,3,„8 f- - 2'0"4 2'0"4 2'0"4 i 2'0"4 -- 3X6 1111 X3 lX3 III IX3 3X4 IIIlX3 1111X3 =3X4 1X3 A B C D E F G AA K 1 10, aim Loading Criteria (psf) I 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 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 4X6[5] = 3X4 4'3"8 -j 11'10"8 Snow Criteria (P9.Pf in PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.043 M 602 360 L 1554 ! - / - / - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0,141 M 299 240 J 481 / - / - / - / - / 3.5 Snow Duration: NA HORZ(LL): -0.015 A - 1 211 / 205 ! - / - / - / 7.3 HORZ(TL): 0.031 A L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.589 1 Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.271 Bearings L, J, & I are a rigid surface. Bearings L & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.369 FT/RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Special loads Lumber Dur.Fac.=1,25 t Plate Dur Fac.=1.25) TC: From 100 plf at 0.00 to 100 pit at 11,63 BC: From 10 pit at 0.00 to 10 plf at 11.63 TC: 768 Ib Conc. Load at 0.00 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 51 W4X6 2.75 L 1.25 Additional Notes See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -205# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. MI a I e e a AT 1 # coA ao * 04iO3/2018 A- B 1515 0 D- E 940 - 209 B- C 1515 0 E- F 942 - 205 C - D 947 - 209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L - K 121 -1243 J - 1 167 -389 K - J 209 - 940 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- L 0 -1739 J- F 88 - 803 L- C 0- 794 F- 1 457 -198 C - K 439 0 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, harldlinqq shipping installing, and bracing. Refer to and follow the latest edition of BCSI (Building nent S fety Information, bVV TPI and SBCA) fbr safety practices error to performing these functions. Installers shall provide temporary Stier BSI. Unless noted otherwise,top chord shall have proper)YY attached structural sheathing and bottom hord shall have a propperyriceriinqLocationsshownforpermanentlateralrestraintbfwebsshallhavebracininstalledperBCIsectionsB3, B7 or 610, icable. Apply plates to each face, of truss and position as shown above and on the JoinpDetails, unless noted otherwise. (tefer to Is 160A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PIPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . this drawing indicates acceptance of professionar engineering responsibility solely for the de si n shown. The suiCabrirty le of this drawing for any structure is a responsibility of the Building Designer per ANSIfTPI 1 Sec.2. e..............--- ...w .. ..,........, ....,..... --- ,...n ---1 .... n. o, . ..,...... -.-, — — .."."..—.1-- CRrn r . If G w.,w ,rrenf ANE I1 coM"- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray) Truss Label: F6 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 " T 0 1'5"8 1'5"8 1'4"12 -+— 14" - TYP) Ply 1 SEQN: 560971 / T18 SY42 Cust: R408 JRef 1 W9S4080016 Qty: 1 FROM: CH DrwNo: 092.18-1531.18561 KM I OF 04/0212018 8'11" 7'5"8 3X4 A H 10' Qj 1J 3X 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 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 #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) 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 Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0,000 B 999 360 Q* 107 / - / - / - / - / 106 VERT(TL): 0.000 B 999 240 Q Min Brg Width Req = - HORZ(LL): -0.000 B - - Bearing Q is a rigid surface. HORZ(TL): 0.000 B ! Bearing Q requires a seat plate. Creep Factor: 2.0 Max TC CSI: 0.103 Members not listed have forces less than 375# Max BC CSI: 0.021 Max Web CSI: 0.032 VIEW Ver: 17.02.01A.1114.21 04r03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating haandling shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building quirefetyInformation, byy TPI an S(3CA) rb'r safety practices prior to performing these functions. Installers shall provide to porary BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progpeerriiy KK. ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BC I sections B3, 67 or 610, AppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of irr his drawingg an failure to build the on this drawl g or cover page , Le dgsj9n £hown. The suit"abrhty ALPINE NEW I1W ?JMPI.NT 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 7513 - A (MBR Tray)17513 - A (MBR Tray) -DAVID WEEKLY Truss Label: F7 Ply 1 SEON 565736 / T36 SY42 i Cust: R408 JRef 1 W9S4080016 Oty: 1 I FROM: CH DrwNo: 093-18.0745-47040 1 KM / BAF 04103/2018 2' 10"8 4' 10"4 7'8" 12 2'10"8 — 1'11"12 2'10"8 I3„---- ---- ---- 2'6" -- — TYP) 3 i 3X4 == 3X4 A B C D a — 0 Loading Criteria ( psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0,00 Enclosure: NA BCDL 5.00 Category: NA Des Ld: 55. 00 EXP: NA NCBCLL: 10.00 Mean Height: NA it TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1. 00 j MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP # 3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 7'8" 12 Snow Criteria (PgPf in PSF) I Defl/CSI Criteria I Maximum Reactions (lbs), or *-PLF Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.031 H 999 360 l 1* 210 1, / - / 23.5 Lu: NA Cs: NA VERT(TL): 0.069 H 999 2401 F 413 / - / 3.5 Snow Duration: NA HORZ(LL): 0.011 B i I Min Brg Width Req = - HORZ(TL): 0. 018 B F Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings I & F are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearing I requires a seat plate. TPI Std: 2014 Max BC CSI: 0,319 Rep Factors Used: Yes Max Web CSI: 0.179 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT(RT:0(0)!0(0) Chords Tens.Comp. Plate Type(s): WAVE i VIEW Vec 17.02.01A.1114.21 1 B -C 0 -583 da. qq's Y 04/03201 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I -H 581 0 G-F 581 0 H - G 583 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. 1-6 0- 647 C- F 0 - 647 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shippin installing and bracing. Refer to and follow the latest edition of SCSI (Building Gomponenf S fety Information, byY TPI and SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary bracing per BSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom Ghord shall have a grope y attached r Sid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 sections B3. B7 or 610. 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA gal on thiT dr wing or cover pa e , listing this drawinggindicatesacceptanceofproesstonagnginegringgresponsrbihtysolelyorthedesgnshown. Thesui ability and use of this drawing for any structure is the responsibility of the building Designer per ANSIfTPI 1 Sec.2. A NE a nwcavtwr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19787 Ply 1 SEON 565752 t T45 SY42 Gust: R408 JRef: IW9S4080016 7513-A (MBRTray)t7513-A (MBR Tray) -DAVID WEEKLY Qty I FROM. CH DrwNo 093,18.0745.49840 Truss Label: F8 j KM / BAF 0410312018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 56-0—C NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 3'4"8 3'4"8 3 I- I f — 1'6"12 3-1178 7-4" 7' 3'4"8 1'6"12 --- 1112X4 3X4[31 111X3 1111X3 3X4[81 1112X4 A B C D E F I H G JAII = 3X4 = 3X6 3X6 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 #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 7.33 BC: From 5 plf at 0.00 to 5 plf at 7.33 TC: 305 lb Conc. Load at 1,48, 3.48, 5.48 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift site 31 W3X4 2.25 L 125 [81 W3X4 2,25 R 115 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 7'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTiRT:0(0)/O(0) Plate Type(s): WAVE Deft/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W VERT(LL): 0.021 C 999 360 J 684 /6.0 VERT(TL): 0.037 C 999 240 G 634 HORZ(LL): 0.005 G - J Min Brg Width Reg = 1.5 HORZ(TL): 0.007 G G Min Brg Width Reg = - Creep Factor: 2.0 Bearing J is a rigid surface. Max TC CSI: 0.307 Max BC CSI: 0.297 Members not listed have forces less than 375# Max Web CSI: 0,230 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -1000 D-E 0 -1001 VIEW Ver: 17.02.01A. 11 14.21 C-D 0 -1011 Maximum Sot Chord Forces Per Ply (Ibs) Chords _Tens.Comp. Chords Tens. Comp. J- 1 737 0 H-G 728 0 1 - H 1011 0 N '01(ow— S T 0 04O3i2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp. J- B 0 -948 E-G 0 -937 iluire extreme care in fabricatino, h dl Installing and bracing. Refer to and follow the latest edition of SCSI (Building S fety Information, b n "I& %'e n iacrltices prior to performing these functions. Installers shall provide temporary ' TPIanS9CA) BeSI. Unless noted o herwise.top chord shall have properly attached structural sheathingand bottom horcl shall have a progPy p installed dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracin , alled per BC I sections B3 B7 or 10, lec. C eAl I pin ,pYy ates to each face ot truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 50A- Z far standard plate positions. of I I'l tort rn acceftance r any sructurethisdrawing an failure to build the on this dr wi g or cover pa jq_g@sjgn shown. The suitability ability MOR2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10i 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wild Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 100 moh wild soeed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt IDD 2"Brace Gable Vertical Spacing Species Grade No Braces 1) ix4 'L' Brace : 1) 2.4 'L' Dace 2) 2x4 'L' Brace + 1) 2x6 'L' Brace s 2) 2x6 'L' Dace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Q% USU P fc L CIr 1 / #2 4' i' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13, 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13' 2' 14' 0' 14' 0' Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10, 14' 0' 14' 0' S P D F L 1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12, 10, 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 140' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' a, 10, 9' 6' 10, 3' 11' 0' 13, li' 14' 0' U 0J U O S P rc ll HF1 / # 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' Ill 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' il' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P D F L 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, Ill 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10, 10, 11' 6' le 7' 13' 15' 14' 0' 14' 0' c3 X d U O N S P F LJ F tl1 / # 2 5' 2' 1 8' 9' 9' 1' 10' 4' 10, 9' Ill 2' 12' 9' 14, 0' 14' 0' 1 14' 0' 14' 0' 3 4' 10' 8' 7' 8' 1i' 10, 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P D F 1 5' 4' 8' 10' 9' 2' 10' 5' 10, 10, 12' 5' 12, 11' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 2' 8' 9' 1 9' 1' 10' 4' 10, 9' 12' 3' 12, 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' 10' 8' 4' 10, 3' 10, e' 12, 2' 12, 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12, e' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10, 12, 2' 12, a, 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group Al S ucrPine-Fr item -Fir el / B2 tandard #2 1 Stud 3 1 Stud I i w3 Istandard Doualas Fir -Larch Southern Pinesss w3 w3 Stud Stud Standard Standard Group Bi Hen - Fir wl h Btr 1 as Fk -Larch Southern Pines" ii wl B2 1 #2 lx4 Braces shall be SRB (Stress -Rated Board), ssFor ix4 So, Pine uss only Industrial 55 or Industrial 45 Stress -Rated Boards. Crap B values may be used with these REades. Gable Truss Detall Notesl Vind Load defiectlon criterion Is L/24a Provide uplift connections for 100 pif over continuous bearkV (5 psf 7C Dead LooN. Gable and supports load from 4' 0' outtookers with V 0' overhang, or 12' plywood overhang About K Attach 'L' braces wkh 10d (0428'xXV r" nails, able Truss l iIE For (1) 1' brace, space nags at 2' oz.. in 18' end zones and 4' oc. betwwwn zones. Dbgoral brace option in C2) ' L' braces, space rails at 3' oz. T h 18' and zones and 6' oc. between zones. vertical length may be doubled when diagonal 8' 'L' bracing must be a r**" of OU of web brace Is used Connect L f member length. dagonal brace for 525B 'L' at each end, Max web Br ce Gable Vertical Plate Sizes total length is 14'. ilf BE Vertical LonQth No ice l2x6DF-L w2 or Less than 4' 0' 2%4 better diagonal Greater than 4' 0', but length r sat9di t less than It' 6' 3X4 inetablel above. shownK451' or °c bts' ut 8' iR yt (lifer r Greater than 11' 6' 4X4 as shown) at L 1 1.1. + Refer to corwon truss design for upper end. T.Ipeak, spike, and heat plates. w + Connect dlagone at e` 'i Refer to She BuNdYlg Dtsipner for conditions nkipoInt of vertical web. Refer to chart or x bl ve f" I th rot addressed by this dotal. swera" AMia• nes'ARAVBBM SAMMAL11WL , ALL ATIES a TTM "D1A1E n+cr C . 1 REF ASCE7-10-GAB14030 Trusses regAv extreme can In fabrimtep, handlhp, ora W "' to fotoe Le4testww, a Blxl (Burp campamrmt oaf. tr"°°In`ia"`,i`i,. Tri°a°icA) I * - DATE 10/01/14 ape ciius prbr to gNarNrp these furctbra lnwtaa°rs Nwa provide irrpararr Macria o 1 Weew rated otMrrbe' top chord sh a h.- {xgpM9y attaCMtl str U-1 sneatmt,a and 7 DRWG A14030ENC101014 rhea hove a prcpwrty attached NBW sMr,p LxNions stown for perms em cetera '^ "I° f"'R o '• 11f711 11 e M f slat have MtoUOd Psr 7C'A sctbn 33, 17 - Me, - opo1-Me Apply pates to o fi 1 0 ice, d J of tress via a, sln.n above d - the JMt Detds, v#ess noted ogerrM. "td m .t"', , 111 3 Refer to dra 16M-I far stmdard OQU pasiti . A4*w, a diviolm of ITV l i p Canpor-ft Group brc. shoo not be rwsporrb4 for o+Y devb AN ffwCGANMNY thb drashB, any fasuv to bAd the twos In cmiornuce MM AHSI/TA1 L or for 7aMtrp. ay warm rou"wn a W.Coo ,, tresses "•esa,,,..*' ', : MAX. TOT, LD, 60 PSF A feel on Lis drambe ar oavS tsaiv tits *%*o wrostes eCcspMCs of profawsiwel `+ }°' 13723 H-, 00n Drava far desivl he drawip 42 1{'} su,e 200 any o La . p m / ,v Mary ana Me,gNi MO 63643 For mare Informstbn ore this pvs gram notes ppoopp and these wob SHOW h t MAX, SPACING z4,0' A "4Dwee°iprenettwi T b wew,tpretmq SBCM ewsf0 dl,rtryorei IM -JxsofeaeCOA CLR Reinforcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. i?Mom This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4Qq 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6Qp T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. NO Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement or T-Reinf. L-Reinforcerlentl or \\\ L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement) Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab WWWAN190i WAS AM FUJAO ALL lobs QK 7105 ZAAWDQ s Z ANOWMANTUM nNWW 7M3 WVD* MALL CDWnVZTIM DCUMM TIE DWAUXM & o I I — 1 ' L PSF REF CLR Subst. Trusses req.le axtrelw cart h faCMcat V. MMhD. shyp1r p, MwtsWy and Refs fprallll. w laxeet "M- XW seal M mf.q Lfarna U by m afar a o C DL PSF DATE 10/01/14 of these w roc `'yarp °er. attt rd DRWG BRCLBSUB1014 7 avw'.rtHouUwes`. avt',.r.°.`fw. aw rMr t sha0 have a /svpwty attodrtl rryOppd cefta Locations xhn far pernahant sterol restrsht e slwR haw iwtW4d Pv' BM sections 33, 37 or 710, as appaaaaw. Apply plates to *&cW r AT a BC DL PSF d 11 IUJO Ll=: of tros and a shoan drove ani a+ the Jaint DrtMs, uietf noted atiwalw. 'i War to #o WAZ for sta-lold plate PaWA.— 6 g+.. ` a cLL PSF AN RWCWaiMNY Aip., . mxeon aP m Aii p c«w«rent: Crap aK. raR max a respon 4 far any deaatiw tnr draeep, faAure t0 OWd the truss tl dir ANSI/7 I L for hanWrO. q a*°:». °`' a, r.... " k' s TOT. LD. PSF auy corlfarnoncaorYrstaRaxbnt W.CV 0 Of trusses. g^- ' DUR. FAC. 13723 R —pon Drive A seal an Vas draMp ae' Cover' wrVrp file tl^asYp, safes amptrrce o1 profesabld a erY p re a yq salty fmp= ns >* 'ors ,see o this t.. yA,a 3+ pi Sete 2W far- uy riryehre- Y thr rtYtY a DAY Ate' Per AIQI/iP] I SaeL yq SPACING r e,yta,a ne,gnis, eno s3oa3 fr won hfarwtlon w Vt. Joss pnwrvt nos. MWW the" b SKM a ALPDE• eee.olpawftA=, M *vv.tpinxtvW SPCA ... qrp 2018 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 advantagesi 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 long 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 tow -slope 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 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) Note, The °l'tl ci,,foad may be considerably less than th a l a VARBQ— REAR AND FOAAW ALL 10TO R THM RAVRRA X- 04FI RTM I'm nA WW 7M XW4= To M.L CLMT V== Tg1.lMM 7W D4TAL M tk. l5 REF DEFLEC/CAMB LP0cues ANRW00%~ i 3723 RnerVort Onve sUne iW Maryiantl M-gnis, MD 63U43 Trusses rtpJv errtrnr con h faptcateq. har4kV, W R.f `to sn roux. tn. tat.st eauon of SM wd Conpon.M Safellshoo). °ior+a m y m° to + p•br to p«•r w th.— flmis . Lxtouers sh.0 provW notM otfrrWse, top chord shall hove prop*My attov"d'wc"'°' u _AO Wr.0 h.- a p,qW y ottodwd X1pId -WO Locstlom Ow— for pern.n.nt tatarat est—M ""* stall nsn MtoUtd per ACSI secvas 73, Jr? ar' li0, os Mom• Apply potes to of truss W as sno.n above W —the Joint D~oi, uA— noted ot/vrW" Refer is dr. IUA-Z fr s*a f-d pt t. poWtbra. AIpM, o dhW- of iTv Aiinp Con —A. &-* L_ 0" not b. r sporuAat. fa• off, dwY r tlb droWnp erc rave so the truss ti caNarnance oft MW/T 1 L a fa ho+dh4 essauas a ckv of trvs.... A seal M tMs drasbp a• rn kbt *ft OyMlp, brdlcatss acpptarce of pofesskrMl ftraVMeri'MernporotlltY nth deslpn sW1aC ItYT 1oatS.cY• ~~7 afy ob'ri Y 1M or me for nor. Marvatbn see tli ;Zs pen.ral notfs pp.qq W thee. s.b stt" AI.PTIIE, sse.WpentgL'ay TIL mtpYSLa'W SACM ew.sbO+dustryorpr WO enAc fecrp t T g DSAr w' m'vo g)" 2 s '$ s'^n«. •°v CLJ f'q { yy f T I{fttitt DATE 10/01/14 DRWG DEFLCAMB1014 IT RebnfoiHank WI - 1- e For Let -in Verticals Truss Plate apropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2* 2X4 2X8 rrovxee connections tor uputz spectres on me engineerea truss aesign. Attach each 'T' reinforcing member with End Driven Naks, 10d Common (0.148'x 3.',rdn) Naks at 4' o c. plus 4) rails in the top and bottom chords, Toenaked Nails, 10d Common (a148'x3',mtr) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detak to be used with the appropriate Alpine gable deta0 for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14M5051014, A1303D051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A1153DENC101014, A12030ENC101014, A14030ENC101014, A1603DENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIDIO14 511515ENC100815, S12015ENC100815, 574015ENC10081 S18015ENC10D815, S20015ENC100815, S20015END1 S1153DENC100815, S12030ENC100815, S14030E 1, S18030ENC100815, S20030ENCI00815, S See appropriate Alpine gable detak for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -rail - Or - End-noil To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detak>. Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Vind Speed = 120 mph Mean Roof Height - 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP k3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mom. Size T' Increase 2x4 30 Y. 2x6 20 a Q AN ITWOOAAIMd1Y 73723 Riverport Drive Suite R Me,yla d Hi ,ghl5, MO 63043 AWWANOMM READ AM FMLOY ALL MM ON TM NAWM _ a TAMfww FURNISH n= WAY06 m ALL CONnWMFS D1cUMS T1£ DisT ' y 7r _ "qu" extrww care h fabricating, IwMYp, stipptip, RYp and proCYp, RN O,wv faRw tin. latest .anon of Dcsi oununp Canvarwnt Safety IMorwatwe by TPl and SiW f fsty pracMces prior to perfv N+p tirse functions, lrrtsaars sh.0 provMie tanporory b,.= IMdem notsO otisrrsbe, top chard slwR have property attadaecl stn+cMW NxatnaY and slat, have o property 4"ach" r•t ce p. Locations show, for pa-t taterat restroht shall law hstaRM iC37 sections IM 37 or ja as opVtkabte• MPty Watas tooftrussaMpo:tdan as ato about arq on tM Joint Datats, uMsm molest agrrIRafartodoeI6itA-2 far storbord Plata posltlo 4L Mp e, a dvisko of l7Y Coripanenta Inc. sh.R not be respansWa faevktion Qa a w'w'b," *e tn.a h` 'or,anca .M AMW7PI L or for aur. A s.at an tt& dra" or p= Vwtwp I tax s firwPnYIonsty • l-sig Deabrrr Pw' A1, d - 7 Sw.E. For more hfonaxon see this Job's genera totes Pao are these wab snes+ ALPM sew.atpkw tw.coau TPL wwa.tphstorgt SWh wsw.sbck%k wtry.orgi = swvk sofeorg t .. GiA 0 $o -. vo '" w Oil i -Ol8 MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 DUR, FAC. ANY MAX, SPACING 24,0' NOTE1 Details 1 2) 10d COMMON (0148'x3,0') OR BOX/GUN (0.128'x34') NAILS AT TOP AND BOTTOM OF 2xt SCAB -ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (010d BOX/GUN (0.128'x3.0') PAILS. STRONGBACK BRIDGING RECOMMENDATIONS I BUTT STRONGSACK BRIDGING TOGETHER 4' 0, ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'xa0') MILS IN 2 ROWS AT SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH ( 3) 10d COMMON TO OWEBW/ <3> lOd COr1NINJ 0.148'x3') NAILS OR 4) 10d BOX/GUN 28'x3.0'> NAILS C GBACK BRIDGING REQUIREMENTS None re tdredr43V1raGtctrlkfd2roleastssdlinirmatWof wkvW Ail 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). i y ATTApia+ STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES s WAAQQ- W." Ali MUN ALL W= Yt TMS DDUVDIBL sf8lMANTs• f'UMM n= DOWM To Au CUMV91M s1C1.1=M TIE NUP"CRi PSF REF STRONGBACK DATE 10/01/14 Tr rapiiy fxv a cars h fatr#ot 0 hanftvp and Rsf ° fasos ttr atsss wtlon of DCA o nd q caws+.,,: sof.sy°`np««.tro.. f procai m a to psrforr* Uw" fu -tk nstOW" ShO ora W tarwa'a'Y blr94 o IkWYs roae otM b., wry c/,OM aMU M propv+o .tructv a sM.a+rM ud v msC DL PSF BC DL PSF DRAG STRBRIBR1014 xhms/ws Ifaw o pragrty attached cMhM loc>tbns shorn fo- parwarrnt Ntaral rsatroYrt d 7MCdutl stxal /qvs UUpp htlWbd Oar n W DSO, as app11ro01s. APOY pab to o, a„ss ard poNpw+ as sMa, WO and on VW jamDst"s, W"" mud oVwvfts. 4 d, r BC LL PSF ft~ to dro 1"A-2 for st..d" pats poslf om maim AN I1wL Y Aah., s W*V1Pn of nv 1k= Ca wwnu Lio stwu not be rsspansMs for oYviatbn thw drask p, arty fesw to 11r tno h a•nsncs stq, ANS7/TPI 1, a• for• m" ! TOT. LD. PSF brt". twn A W dnp of Vr m a sn H ve n o.ve A saai an 11i dnsi y) a Darer p " (Ms Pd"alY blab aaaptane of Profs PO tlr fortlw bsto slwsn Tu sbiolDtty ad ,.. a iw dra.Yp fa• ab' N b W W+' Dv' MIA1117 1 iscL 1 4 i m 4,: 9. DUR. FAC. 1,00 n SPACING saneMarylandNetyMs. M053043 ia• !Ip'a hfarnatbn sIf lids )OO'f Ovnr'a1 notes and ttxess asC f:aP AL7Y6 ssa. olpirlta,cay TPL sv,tptr SDCN = mJCGsafa l IS cI cy L Ll.J 4) LJJ Q i I— c- Q + o r _ I- w c- I— v z (- Q v 5 7C) 0 Q v Q + ry Q z LiJ 5 z a, Q I- j O Q J ry v fl v LiJ co ' v C7 u) Iz o I— LJJ O 0 -L 4 v 3:ry Q 1218' 1ST FLOOR TRUSS LAYOUT 30' 9' 4'6"-- 2N D FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4- 3/16" HEEL I BRG. 16" OVERHANG PLUMS CUT TYPICAL TRUSS END BEARING HEIGHTS HANGER TAKEOFF 9'- 4" HEIGHT 4) HUS26 10) THA422 19'- 8" HEIGHT 0'- 0" HEIGHT 0'- 0" HEIGHT NOTE IT 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 EQUIPMENT AND/ OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR 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 LIABILITY FOR THE CONSTRUCTION DEIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING 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 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING RESTRAINING h BRACING OF METAL PLATE CONNECTED a- Pt t=k ,=T Jtit 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 DES". TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING 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 TRUSSES ACLU - SPAN TRUSS CO.` 407- 321-14401386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH 1 MASCOTTE CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7513 - A LOT/ BLK/SUBDIV LOT 19 REAGAN POINTE SCALE DATE IDRAWN BY JOB NUMBER 4- 2-18 ICRH 19787 fe City of Sanford Building and Fire Prevention Product Approval Scation Form Permit # # 1 81 7 9 Project Location Address ?_ T C 2 C—"71 P 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.orq. 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 R5 June 2014 Awning Pass Through 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 Products, Inc. HardiePlank, Cemplank fiber -cement lap siding FL 13192.2 R5 Soffits 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. Roofiq 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 Systems Roofing slate Cements/ Adhesives Coating_______ June 2014 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-RI Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other Skylights6. Other 7. Structural Wood Connectors Anchors Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL 158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products June 2014 Applicant's Signature Tracy WigpTs PC Applicant's Name _ _ ---- Please Print) June 2014 MILLENNIUM METALS. ING. 10200 Eastport Road Jacksonville, FI 32218 877- 358-7663 Off Ridge Vent Installation (with or"I"AMMIANWA A. 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. OfTRidge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Fable I-l. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on at existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installine 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 undertayment 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 undertayment. `The lower portion of the vent should already have shingles installed up to the cut opening. The Tower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vcnt. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should he positioned a minimum of 10" Rom the back flange. This allows a minimum clearance of 2-t!2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent (nstallation Chart Length Net Lree fArea (sitin Cgl Out size 4' 115 46" x 2-1t2" 6' 175 70" x 2-I12" 3. 235 94" x 2-Ir2" 10, 295 113" x 2-112" C. Fastening of the Off Ridge Vent 1 } I f using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and tower flange with a minimum of 1-1/2" ring shank nail 4" on center. ' The nail should be I.1!2 inches from the edge of the flange and 1-112" from the corners of the vent. ivail must be ASTM F1667 compliant in accordance wills Florida Building Cade Section 15. i\ rtillennium tvfctals manufactures off ridge vents in the following gauges of steel & aluminum Alurnintun available with detachable buf}7e on(v), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 inin) AL50 Acrylic Coated Gatvalume Steel 26 gauge (.0179 min) AS I N1 A-653 Steel G-96 Commercial Steel Type R 26 au a CO179 min) ASTM A-755 Ptd Steel Commercial Steel *Type B Ptd Aluminum .025 min) ASTVt B-209 " ilw dnwm is _jy mni/ehte with denehnhk holtle d- to Fklid- No heetAFP--t Page 1 MILLENNIUMILLENNIUM METALS, INC, VV A PLt:i 4 U'l TCP OF A-L FLANGE3 crviifrF Y J UMV4 UUr X-.NlW; 14IM; iv nra: CHANK U.La. 4" LL 4* O.C. lt,. qt (;tMt"f All*'-.'.0 ILOJ# mlM: 14 TIOUltP IF RPr?" rn l.11r, 3-::C DA'r-E ONTO L,'WT:R cpeul4Y :N - r-rip, .slf Ariox VENT sLANwt .NMC SCUR! ENOTALL GUIN NR 31ZC WT'*' -'/Z' FEW 3KfW Ar,U 4UsAl LN NA:-0, A' FF I E E 7 AVAILABLE COLORS ( CIRCLE SELECT) m White Slack Brown Specjc:5ItLj Fbtructurc5l CBi-"(:K, 10C AUN'Orzarnq #3G .1 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 FL 19567.2 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing0 Sub - Category* Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-NIi'vII-VPB-ER6 Date: 12 / 1 / 17 Contents: Evaluation Report Pages I - 7 NA1V11 Off Ridge Vent Attached Permanent Baffle ics,mde at jqwj, Steel or Alurrirurn }awes_ 3uCKmy, ') Wood Deck _,:,)r(caiiv >igne,,j and ie3led locurnents ih10 L'i 13 '1 CEN No 31242 7 LU SATEOF ONA,`- C3',- jC:<, Inc. - P3!i- 3-,: 20) 17,1115 09:08:10 -05 00' ti A FL 4: FL 19567.2 R1 gate: I I / L 5 1/ 17 Report No- 17_1)rj_j\,jMi VP3-ER6 R 2 of 7 cauc"<' Inc F struaturc:51 EnOneer1riq Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing Systarn Compliance Method: State Product Approval Rile 61G20-3.005 (2) (b) Product/System Off RidgeVent with Attached Perr-nanent Baffle Description: Steel or aluminurn off ridge vent & attached permanent baffle for shingle roofs rnechanic,111/ attached to Ply'Nood Jec'x. I of t,'nis re for Product Assembly as Ref,r to Page port for product assembly Evaluated: structur)i attachment: 1, Of" Ridge Vent 2Permanent Baffle 3 Fasterers 4 Roof Cement Support: Type: Wood Deck Design of support jnd Its attachment to support framing is outside the SCOPe of this evaluaton.) Description: 0 15/32 (min.) or jrejt.2r plywood, 0 or Wood plank (min spo cific gravity of 0,42" Slope; 2 : !2 or Greater Performance: Wind Uplift Resistance Design Utolift Pressure: . 70 PSFF Aitowoble Jess pr,5_;uo? for qllowobie 5,lr?5s desiyn '`ASD; Ivitti 'j rrargir, )f >alrl_'C'/ of 2 to I . FLo: FLl95G/.2R1 Dae: 12/l5/17 i |— /](_l Rapu Nu l7L 4 Kx|-VP8'BG cou mcen oo*^mwomm4R Performance Standards: The following test protocols were perfonned to demonstrate compliance with the intent of the code as this product isnot addressed specificaUyin the code, ASTM E]30-}2 — luzndu/d rest Method for Structural Performance of Exterior Windows, Doors, Skylights ood Curtain kYo/b by Unifbnn Smot Air pressure Difference Code Compliance: e product e Thdodescribedherein has demonstrated compliance with Florida Building ode Gch Edition (2017)' Section 1708.2. Evaluation Report This product evaluation is |imit!d to compliance with the structural requirements of Scope: the 9oricla Building Code, as reiatad to the scope section to Florida Product Approval Rule 6iGlO'lDOl, d; t;ons of use" for this ev-3luation: Limitationsand ° Conditions Us e: ——do n epon for ^Dp000a| Statewide Apo, contains cho.ca| documentahon, specificaoons and installation method(s) which include Limitations and Conditions of Use" ch/oughour the report in accordance with Ru| eGlGIO'lOU5, Per Ru|e61G2O'],O04'the Florida Building Commission is the awchorrycoapprove p/oducziunder "Optional Statewide App,ovai^ Rule 61G20-3- 005(1)(2) allows eng!neering analys;s for "project spedficoAprova| by ,he local authorities having |vrsdic,ioo in accordance with the alternate methods and materials aurhonzeci in the Code". Any modification of the product as evaluated .n this reporand approved by 'he Rorda Building Commission is outside the scope ofthis evaluation and xiUbethe responsibility ofothers. Refer to applicable building code section for ventilation requirements. Design o(support system isousidethe scope ofthis eoort. Fire Classification is outside the scope of Ku|e 61G20-3. and is therefore not included n this evaluation. w This evaluation report dues not evaluate the use ofthis product for use in the High Velocity Hurricane Zone code section. (Dade& BrowardCount es) Quality Assurance: The manufactuer has demonsr3u*d compliance of roof componens in accodance with the F!o,ida Building Code aod Rule 6lG210-3,005<3> for manufacturing under a qua|ir/assurance program audited bvao approved qua| i,y assurance entity through Keystone Certifications, Inc. (F8CDr anizaoon#:OWAl824} FLw: FL19567.ZRI in r Report No , BER6 Structural Ridge Vent: M10Off Ridge Vent Compunents/ Mateha|a Steel by Manufacturer): Thickne«s: 25gau0p (minJ Yield Strength: 40ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel perASTM A792AZ50, or Galvanized Steel per ASTKJA6S3G'9U.o' Pre - painted See|per ASTk8A7S5or Per F8{Section 15074] Aluminum Thickness: 0.025~(minj A|| oyTyp*: 3105'H14 m, msioo Resistance In compliance with FBC Section I507.4.3, Numina( Dimensmnc Width: 24` Height: 41/2~ Len0ths I'4'.6''3'arid 1[Y Baff le: Pennno*ntKxode| Steel Thickness: 26, avge (mm) Yield SLrength: 40 ksi min. Corrosion Resistance: 4]uminum Zinc Coated perASTM A792 AZ5[\ or Galvanized Steel per ASTIVI A633 G-90. or Pre -painted Steel per 4STi'\tl A755or Per F8[ Section lSO7,43 Material T12, t_2: Aluminum Thickness: O, OlS^(minj Alloy Type: 3105'HI4 ConosionResiscaoca: ncompliance with FB[Section l507.43: Qomina|D/me000ns Flange Width: ]'lA" Height: 3-1/ 4^ Leogths I. 4', 6'. 3' and LC/ (to mach {ength of off ridge vent) Fasteners): Purpo eAoachesKidgeVent Base F!aogeuaDcck Type: Annular Ring Shank Roofing Nails Sizllgsuge(' }engtn to meet min. penecadon -rough deck) Peoet/a000Through3/16`mm. through wood dock Edge D.srance: Ll/l^ min, 6nm edge ofdeck Corrosion ResistIncc Per F8[Section 1.5063 3,3odard, PerAST WFI667 I A;ternal:e Fastener: Purpose: Type: 5ize Penetration Through Edge Distance: Corrosion Resistance Standard . FL#: Fl.19567IR1 Date. lI / \S/ D ReportNo: 17'196-KJW\'VP8'EP6 Page 5of7 couc mc lmm*ou+ Attaches Ridge Vent Base Flange mDeck Hex' HeadWood Screw 4l0(xlength tomeet min. penec/abonthrough deck) 3/L6^min. through wood deck l-l/I^ min, from edge of deck Per F8CSection 15UG.6and l5O74. 4 Per 4NB/A5NIE8lB.64 installation: Structural Installation KAethod: Refer todrawings onPuges6'7ofthis eporc) Pos/nonvent flange beneath loosened shing!esand a|iQnwith deck opening. nser,baffle flange Oushbeneath the vent front flange, 6mu|tanaoudy acach vent hunt flange and baffle Man-e to deck with nai| or sce,AlsSpacedS,1m.c. maximumand 4'1/I^ from each end Attach vencback flange and sideMangestodeck with nails o'screws spaced 8" ox.maximumand 4'1/ Z^ fromeachend. Minimum fasteoerpenetradonth/ubot*omof 5uppoc.3/16^ Refer to manufacturer' s insra||aduo insoucdons as a supp| ernenca| guide fo/ aoochment, Referenced Data: L ASTM E330-02' Uniform ScadcAir Pressue Difference Test Achiec,uru|Tesrmg' |nc]F8[ OrQanizarion # TST|D 1527) Report #: F315701-450-44 Report Date: 12/15/15 Z, Engineering Analysis BvC8U[KEnVineenng l Owa|ityAssuranca 8yKeystone [ ert/f}cadons. Inc. (QU4|D: 1824) KJiUenn|umMetals Licensee 44I} 4, [ eoMcaukzonfindependence BvJames L.Buckne,,P, 7— (@CBU[KEngineering FGc D'ganzahoo 4ANE 1916) FL 4: FL 19567,2 RI Date: 12 17 Report No C Eau C:' K*' c,-:: n q r"),azz), r in c Page 6 of 7 Bpecia.5ittj E:,rructurel E=nc;Ir"iet-rinC; 1-3b'CK rl, o rt!-,7 riot 43054 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" , , 12" 2 iny T. 4 1/2 in. 344 3" 3" 2-34' Vent Side View Baffle Side View Not To Scale) (Not To Scale) Typical Fasterer(s) 11 Giat,;e Rrg 3-ark F fing N@11 OR 10 rTin. VI)bod Screws Vt q OF Ridge verl Steel or ALmrurn) Typical Fasterer(s) 11 Gauge Rrg 3-ark RcofiN wail PIYACod DeckOR min. VlScrews Parr, rert Baffle \ Nv Ctf More \Ient SteelorAurdrum) (SteelorAUMI' Um Piy, md Deck 7Pe7a- ert Baffle Steel or AUrnrum) Typcal Fasterer(s) I Gauge Rrg Sqar k Pcofir,.gMail CR 10 qr. vIcod Saws Typical Cross Section View (Not To Scaiei FL 4: FL 19567.2 R1 12 tj / 17 Raport NO 17-1136-i\'Xv1;-vP3-ER6 BE J C K Ez n e r pa 7 of 7rCt.'r'J'CV2 4C(;-1 speCICNrLj sple - installation Method Millennium Metals, Inc. MMI Steel or Aluminum off Ridge Vent Attached to Wood Deck 4 lZ-4i Typical Fast er%er( ' s") 1, '2' 11 Gauge FIN Shark Rc;cfirg CR Base9lar- ge 10 ( nn, Ytod Scr--hs Top Plan View (Not To Scale) Typical Fastening Pattern) Nicr- teal Lengths j7- L2fL P",, rxert Baffle A&,)& ed SimtarecuslY wth vent large fWercrs Tyocak: asterer(s) 11 Gauge Virg 3-ark R=-rlg Mail CR Typical Ridge Vent Assembly isometric View (Not T,95CO12! l0_'i)t) C::a spurt R,1acI Jackson ills, FI :i_'_' I 877-; 8_7603) off Ridue Vent Installation (with or without detachable baffle) A. Prela.trntion iu prep€tee ruor for instullatiou It k be ncc s;at to detertnind lte ee many and what ..t c or` cents will b: oe.ded for It)-, prctje.a_ Otf RA-1c b:ntlliimol should be installed Is aednl}= as posilai acrets dtid root secue>n. Fhe root :nt;houid b: init:illed a miuinunn 11'6" ut'f'tlie peak of the t,eltte. Cut out saes arc locoed below in Table /.it CpOR,1-v\T NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES Ebhen utstallin; tents on m esiattno shin is roof t:iTovd shin*4ds ttotn the ode, and tap of the opetvng- Rrnur any Hari; th:n intcrlu with Ill,talltn_ the s iu. l`hi; px my n,eludc, nul; that ire to he tkithin t(te bed" oi the ue:nt shin;lcs and aststins, nails should amain on he bcxtom slope ilp to Ile :Ili opdning. Roof : ment is ,tecasnr arcx:ncl die pernttct r eti ;hc underct: sir tl.: 4ant to ;cal it to (tic undcrtytttent :u' shuieie, 1 he eetnetu shuuiei also be ulswilad -=m the v,:nt oit {letat s Mtn r `back and side tlazl ,es_ C.ie e4mrnt houid 'a: ' :" ihic!k and .should :stand , , rnlio the tau":rta<<ntcnt- F)c portion of die lent should alread, hw'-, ins.,at;:d up to the cut opctna; The .ow,ar por';un jI the vmr :'Mould sit on the ioo• ccmeut. h;trS:ti should oe aistail:d on the bank and si<.: thug!:s of the :ens .A i nail ar_as should toe cover:d wuh entetlt. B, Olxening & Pu,itionin:; a openut „xwld ')e poslnemcel a ,uuunxuu it' N, rmt hd Mc!< tla T=t blow, t nuttuntsm t.acutc4 or _'-s '_ :iots7 dte roof so dtc '.op ?f ti„ =:nt. T_t .:nr sh.,ttlei le cad t«ctzonttlE a r the Off Rictt;e 4 eat Installation Chart Lee Net Free kn a tsr ilo Cut Out site y4„ s C. Fastenim of the Off Ridge A,cnt if usut dertchabta batic. ,mach Aic bat!la it unto dta lost :r ftanye o ,'ex(ti nt- Care should ba tak:n to icc it is thuh with Mnnt flaw-: of is utdicatdct an drea im, i Past a the top. side., ,tnd iewc.r thutac wait a mulimuttt oi I • i ` rinn ;hank trail 1" un center_ File nail should 1,c t t' rtchrs rain the cd!: It €he Han': and I-t turn ncc corners of the vent. ail otust b4 ISM F166' co-Pliarrt in accordance with F/oru6r gui/dirt,, Code Section 13. GClc:nuun 4tc at, ,t,uxtt;tcnn:a uit r!st- =ruts in the ti,ilmatt; nu cs of ;teal 1111minum coma+lr ,n rr refit. ,I ,:r 'Ic"l, r(wie ):ill", wi+ tich nlc t5 ih, the '_t} ) F'ortda Bmtdin;r C odd ; ch.tpter i 1; I. wr: ),`1 ntiu Al. r) \:relict uoatstrtl :ume ztce 11 \.-53 Se c-' t;_40 _Doane -u Scc Vise tj a t _: (o t \sThl l Pd Steel IIjl t ,t[ 1 nc 3 f' V!unununt iL n,nz As'41 B 09 _ a,.. e,,.,,,,,. rctr.,„d.er,r „dne r,u n,nt „Ut< t.a<", r!.,,,a„ ?r.,,i..r q,pz,,.•d. MILLENNIUM MET LS, INC. rr 1'1/2^ RING SHANK WAILS. 4^ -- O,C, ROOF CEMENT APPLIEO UwDER FLANGE AND ON TOP OF EACH EXPOSED NAI_ OPENING IN ROOF, 9E= -- INSTALL GVIDE FOR SIZE AND LOCATIO l MILLENNIUM METALS INC. ROOFING CEMENT APPLIED UNDER & ON TOP OF ALL FLANGES TO COVER COMPLETELY p 1 2' RING SHANK NAlL 4' 0 C. SLIDE BAFFLE ONTO LOINER ROOF VENT FLANGE AND SECURE WITH I'1/2' R[x8 SHAHK NAILS, 4' O.C. Meets ASTM D4869 & D226 Types I & 11 Fiber grip slip -resistant waking surface Enhamed VV - 60 days exposure 2S x stronger than 15 lb felt 6 squares more per roll compared to IS lb felt 17% more coverage per lap (42' width as compared to 36' for felt) Ease of installation - wider, lighter, more coverage per lap Synthetic construction inert to mold growth Lays hat and does not absorb water and wrinkle No oil leaching - no hazardous material content Class A Fire - ASTM E 108 (as pan of a system) Contributes to LEED6 points Texas Department of insurance Advanced backside non -slip coating Low temperature flexibility Co. Inteftek tntertek CAN/CSA A123.3 "h CCRR-1015 fWSce fm FBC SFL15216 W TEST & VWilDAIW 0WOOROW U20 ASTM 15 L8 FELT TYPKAL VALUE TYPW-AL VALUE ASTM E4y Dip— 5p— I— ASTM DQ& P— P— Sva .AT. 04i3] iic,22-v uiijcsaqkn ;c—v ilenr:3.. 5-0 AsTrvi cml W544*945*4jCD29t6n324 awst St—,. AS'. u!IiI 15a Pa i1w i,iiii 3s - 042 k.) ASTM 075, 1`402MCO24% WO 3% CO 4% 1111 pa 5q—. AS TM DSv. 1 225 U I )W *Ip 2 " 0 k9i N— Tltk— A$T W 0 7 in 7m4. p 16 —) 71 -4 0 525, p— nary. w "F . W *F 4 -c -c I SPIEC"I"I'llom LENGTH PER ROLL 266/ 87 m MOTH PER ROLL; 4r / 1.1 rn WE*W PER ROLL- 23.5 Nis / 10.6 kg ROLL SIZE: 10 sq / 93 rr? ROLLS PER PALLET- 67 PALLET VVE*W. 1,626 Ras / 73$ Jig 9. As Q uz" M"AWW kw— **of" ft*&Ku MAsic" chademn, SC - vanoovver, BC - Mission, SC - Montreal, OC IntetWrakpcomrithir,ofloof Toll Free: $88 713 7663 ( Tel, 778 945 28U E-mail: infoilfinteivinip,corn Rhmofitoof" U20 is an air, water and vapor carrier and therefore most be installed above a properly ventilated space(s) Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier DECK PREPS All protrusions from the deck area must be removed and ensure the deck has no —dl, d,a-49-d or —supported -.as, Deck surface should be free of debris, dry and moisture free USE RhirioRoof U20 must be co Bred by primary roofing within 60 days of application U20 is designed for use under asphalt shingles, synthetic shingles, residential metal footing and cedar shakes. AAPUCATKON For slopes from 412 and nigher RhmoRoof U20 is to be laid out horizontally (parallel) to the cave 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 gess than 4t12) 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 of gas driven fastener TOOis Is acceptable The use Of straight edge cutting knives is fecommendeci. J`-ASTENf:F?S for same day coverage with primary roofing Rhinoftoof U20 car be anchored with corrosive resistant .118' head * 11 leg roofing nails (ring shank preferred, smooth leg acceptable) The use of every other anchoring location printed on the product is also acceptable 00 NOT USE STAPLES: the use of staples to penetrate RhifloRoof U20 will void warranty. ANCHORING Ali anChonnq nails must be flush, 9() degrees to the roof deck, and light with The underlayment surface and the structural roof deck Mere seams and joints fectipfe sealant of adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type I such as Karnak, Henry, DAP, MB, Geocel or equivalen-,. Acceptable alternatives are butyl rubber, urethane, and EDF'M based caulk or tape sealant EXTENDED EXPOSURE If RfirriciRooi U20 product will be exposed longer than 24 hours and up to 60days then product must be attached to the structural roof deck wsir.9 a minimum 1, diameter plastic or metal cap roofing nails ;ring shank Preferred but smooth leg acceptable) lvfram+-Dade approved tin tags or metal caps are also acceptable, and a is recommended for best performance to use with the tough edge facing up, for extended exposure a is always recommended to anchor On every printed position on the facer. in Roof U20 is not designed for indefinite outdoor exposure For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths, Alternately or in addition to a compatible sealant could be used betweer, the laps or a peel and stick tape could be applied to the overlaps CAUTION - READ GCaDD SAFErf PRACTiCES BELOW Good safety practices should be followed on steep slope roofs, such as use of be-olls, toe boards, ladders and/or safety ropes and personal body harnesses. Follow 05RA guidelines. Slip resistance may vary with surface conditions from debris that accwmi.,tates, weather, footwear and roof pitch. Failure 10 use proper safety gear can result in serious injury. Depend" on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety Practice Remember to seal the nail holes after removing blocking. Say goodbye to traditional asphalt saturated felt paper - Break free from felt' with RhinoRooP U20 synthetic roofing undertayment! RhinoRoof U20 is a highly engineered, mechanically attached, coated woven synthetic roofing underlayment 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 • light weight, 42" width and 286 ft run length allows for fewer laps, cuts, and easier roll 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 UZO 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 underlayments for ice damming protection along the eaves and in the valley areas. RhinoRoof U20 will continue to protect your tong life primary roofing long after felt has turned to dust! Unlike felt, RhinoRoof U20 is also backed by a 20 year manufacturer's a a limited warranty. Break free from felt, choose RhinoRoof U20 synthetic roofing weaving a bett€v world" underiayment from InterWrap. El TRiNIiY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. 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-R2 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.Sth 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. TrinityjERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 sUtgtttr', -"" k- 4 '• -» . ` The faato- Rc $eal appearPng was ar 0w,ted by Robert Nieminen, 4. bae L•pt` P.E. on P4127/2015. This does not serve as an electronically signed document. Sgned, sealed hardcopres have been transmitted to the Prodact Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 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, R.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 ERD 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: Dior Progerties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, loss ASTM D226 2006 1507.8.3,1507.9.3, 1507.9.5 on Heating ISCIT2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 ISCIT9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enmity Examination Reference Date iTS (TST1509) Physical Properties 100539395COC-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COO.002 10/27/2011 ITS (TSTIS09) Physical Properties 100539395COQ-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 11 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in 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 AH! 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 Coven 0PT10NS Underlayment iru s; Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles State or Simulated Slate fuil2(< vk.;.8 a No No Yes Yes No 5.6 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 0226, Type I or If or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510,02.12-R2 Certificate of Authorization #9503 FLIS216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERa 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. 6.,4 Rhi,2ogfSJ20: 6.4.1 Fasteners: For exposure < 24 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 Laver: Roof SIop2 > 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. 6A.3 Double Laver: 2:12 < Roof Slooe < 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization t19503 FLiS216-R2 Revision 2: 04/27/2015 Page 3 of 3 Synthetic Roofing U0der|ayD18nt F0hinoRoofW20 Installation Instructions RhinoRoofU2O is an air, wm«s and vapor barrier and therefore must be installed above a properly ventilated mpuce(s). Follow ALL building codes applicable to your geographical region and structure type aoitisconsidered avapor barrier. DECK PREP: Protrusions from the deck area must 6e removed and docks shall have no voids, damaged or unsupported areas. Deck surface should befree o[debris, dry and moisture free. USE: RhinoRoof U2Dmust bacovered 6yprimary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, nnem| in residential applications, and cedar shakes that have been primed. For slopes from 2:12and higher RhinoRoof U2Oism6mlaid out horizontally (pamUeVmthe eavewith the prinweds/de up. Horizontal laps should be 4^ and Vertical laps should be 6~an6 anchored approximately 1^ in from the edge. For low slope applications it is recommended to overlap 50% plus 1^' /o, complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for dopes |*us 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 RhinoRoofU2] can be anchored with corrosive resistant 3/8^ head x l^ leg roofing nails king shank preferred, smooth leg uccepta6|e).The use ofevery other anchoring location printed on the product is also acceptable, |fU2U will be left exposed for up to6O days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer00 NOT USE STAPLES: the use ofstaples to penetrate RhinoRou{U2Uwill void warranty. EXTENDED EXPOSURE: If RhinoRoof U20 product will b*exposed longer than 24hours and upuz6Odays then product must 6oattached tothe structural roof deck using aminimum 1''diameter plastic ormetal cap roofing nails ring shank p/e6e',a6 but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and itisrecommended for best performance touse with the rough e6Qo facing up. For extended exposure i, is always recommended toanchor onevery printed position onthe facer. RhinoRnofU2Oisnot designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it isrecommended totake additional precautions such as doubling the lap widths, Alternately or in addition to a compatible sealant could beused between the laps o,u peel and stick tape could be applied to the overlaps. CAUTION ' READ GOOD SAFETY PRACTICES BELOW Good safety practices should 6efollowed unsteep slope noo/y, such asuse ofhe-oKs, toe boards, ladders and/or safety ropes and personal 6u6y harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure touse proper safety gear can result inserious irjury. Depending on roof pitch and surface conditions, blocking may berequired tosupport materials onthe roof and is good safety practice, Remember to seal the nail holes after removing blocking, ANCHORING: All anchoring nails must be Hua6 90 degrees to the roof deck, and tight with thewnderlayment surface and the structural roof deck. VV6om seams and joints require sealant o,adhesive use alow solvent plastic roofing cement meeting ASTk4D-4586Type l' o,Federal Spec SS'153 Type 1 such as Karnak. Henry, DAP, K48' Geoco| or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPK4based caulk nrtape sealant. wterMrapO Roofing Products Division Charleston, SC ° Vancouver, BC ° Mission, BC * KJontr6a|'{lC Web:E-mail:in6o in enwrap www,interWrap.com/ roofing ,com Toll Free: 8887137663 1 Tel: 778V45288O @ Florida Buildino Code Online bxps:KMohL'xbu|din or pr r_opp_ddzmp,?poonr x{DE\<Vw|'. SumnuSurcharge stats &L Facts Publ; Product Approval USER: Public User x 8o m wrL, >wpp8ca onoe x FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Authorized Signature Technical Representative Address/Phone/Ernai| Quality Assurance Representative Address/ Phone/ Eonai| Category Subcategory FLl3265-R] Revision 2017 Approved James Hardie Building Pr( 283OOLaAlameda 5te.Z5O Mission Viejo, CAQ2691 909)349-2927 pingshong.zhu@janlusha/ Angsheog2bu RngshengZhu 189O1Elm Ave. Fontana, [ A923]7 909) 349-2827 Pingsheng Zhu 1O9O1Elm Ave. Fontana, [A9l337 909)349- 2927 pingsheng.zhu@jarnesha/ Panel Walls Soffits 1127Z8' iS 1:27PN 1o0 Compliance Method Evaluation Report from Florida Professional 2ngir Evaluation Qeport-H Florida Engineer orArchitect Name who developed Ronald [. Ogavva the Evaluation Report Florida License PE-24121 Quality Assurance Entity lntertekTesting Services Quality Assurance Contract Expiration Date 12/31/2020 Validated By ]ohnSouthard, PE. Validation Checklist - Referenced Standard and Year (of Standard)StandAnd ASTMCl186 ASTME3] O Equivalence ofProduct Standards Certified By Florida Licensed Professio Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/ 09/2017 Date Validated 08/ 25/2017 Date Pending F8[ Approval 08/28/2017 Date Approved 10/ 10/2017 Summary of Products - FL# Model, Number or Name ! Description 13265.1 .Hmrd| eSnKitPmne|s HardieSuffiLPa/ i .panels 2% 0i8 |'27Y 2uO Florida Building Code On[ine https://f',oridabtiiIding.or_g/pi-/pi--app_dtt.aspx?parani-wGFVXQwt Limits of Use Installation It Approved for use in HVHZ: Yes F—L L!2L6-5 —R3 I Approved for use outside HVHZ: Yes Frarrie.pdf Impact Resistant. N/A FL13265 R3 I Design Pressure: N/A other: For use in HVHZ install in accordance with NOA Verified By: Rc 17-0406.06 Created by Inc Evaluation Re FL.1326-5—R-- i Tram ,pd_€ FL13265 R3 i Created by Inc Ba Next: CQn _i14;Z, USZ5DIIr5jqnt_Rq T lah 39 nddAL - The State of Florida is an AA/EEC employer. QQPY—d(DM LUZ-2013 Stateof;: Z!:,vS Under Florida lays, email addresses are public records. if you do not want your e-mail address relea! electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have as Section 455.275, 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455 they have one. The emails provided may be used for official communication with the licensee. Howevi supply a personal address, please provide the Department with an email address which can be made av Chapter 455, FS., please click him. productApproval Accepts* ar- na NAM00711111111 Credit Cat Safe 2/' 27/2019 1:27 I'm 3 of 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 HardieSoffit 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. Hardie,Sloffif""_'#. Panels JamesHardie EFFECTIVE SEPTEMBER 2013 INT141, I, Al i RkUUIRIA,!HN IS - PRIMirlt-1 (:f'J1-()RP1 S Visd "for tile mix recent version. IMPORTANT: FAILURE TO INSTALLANT]FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 0 `4 PRODUCTS OUTSIDE AN HZ1 06 LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HAROI EONE APPLIES TO YOUR LOCATION. VISIT VAlftFARDIEZONE.COM OR CALL STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry arid coverod prior I numooiis 1 1. poselor r;,u!tu)qq4jon so triatiferid w.11 to pstilAl:im. ltistAing siding wet or aid ottiers mwr,1qnq area. saturated may cesuit in Shrinkage at butt 2. Use one ol 'Jea kwrrfq reelhud. loalls, Carry product on edge. Protect a B= i. Score and sr,30 capes and comers ! Torn lortmkage 'at ties Hardie is not responsible for damage I 0• eeil e i Oust rodictrig, GICUlaf SIV CQL1X1CU viith a HafdeBlade' ,%m bladeandHVIAvaisuumW.V.Qn caki,,;vtry Inipeoper storage and handling c. GGoad1, 6r7i reducing cicutar a Hardeaade saf,r til I of the product 'rg_ fortwlqui;o fw4 tomodiateq0till111MOT'ts I. Cut ).117 Using sore and snap, or spears (manu:1, alectnc or ontvaiaw. 2. posi,irin w!tinq stfiiicm in Ariil-ventlalm area EVER fr:e I power s3iv stdoolt; rlEfEFfuf;e a cwcuiar sery blade W dwg;rfut carry trio HardieRA Z.v lade trademark UIEVER dry svyeep - Use `..el super essiaill c' HEPA,/aisuvrn Irrictiflan! NA For mullnum plotecitot I ifmost -ewri aiblo do production). James Hardie (eCtimetend3 alria-lis L4nQ cul Wo rnamods nrtPte 'elf"M 7cH _aMo W 1-pa—,tars can be used in cma ,Tnanwin "'bive t"LPa fig PM1= A airiner t"ca dust dTXWtes- AdJ110nal 6XI)=0 inIGIVi 13 xi, I xe at xnvv.iame h cL .etuu to help you 6-1knnir, fie MV, 3MODWO culsrie rnetMd for ) N ern 0 e G,t expo-oun; 1,mis Or you it lob ocw fa= ah do notcon#e %,,,In the )Wie firYtteS YM should 1%v4s mM;W 3 qUaliM oduz;U LJ iiigienist of ;W!ad James Horde for 11.11f7ef intQfMiiW GENERAL REQUIREMENTS: Haro:r:Sciffir panels may lou installedovereithersteelorwoodiramiriqcortiplyring with the local buil(hig code. see general listener requirements install soffits to nominal K 4 framing members spaced a maximum of 24 inches on Centel (fig.4), 411 edges must be supported by framing. ( figs. 3 & 4) Instill water bairers and air barnaas as ' eqLr(ed by local building codes. James Hardie W:11 assume no responsibility for moisture Infiltration. Erstire, gutters have end caps. Maintain a minimum gap be%veerf end caps and siding & trim (fig 5) install kiQkout flashing at roof-viall junctions. ( rig 6.) Figure 1 4 CO NOT use stain, o'Valkyd basepaint, or pc%rider coat, lq on James Hardie` Products, INSTALLATION: 'air, HafdieSoffrt panels must be fastened to a solid, na;laole substrate such as 3 ,,=A 2x sulstascia. Additional framing may be needed to ensure proper fastening, Soffits can be installed as snavvil in figure 1. Pos!Wfi the vent holes toviard the outside of :he eave for Optimal airflow, 12" to 24" wide Vented HardieSollit panels, provide 5,o square snores of net free ventilation Per kreal foot, T M Alternatively vents can be installed into non - vented Soffit. it necli an trisect screen can be Installed using construction adhesive. Note net free ventilation vitil be reduced Fastener Requirements L( Positron fasteners 3/8" from panel edges 3flC no closar 'har 2" away from carriers when using soffit greater t]rlan. 12' wide (fig. 4) and no ;,user that, 1' away from corners tvhcrif using soffit :hat is less than ar equal to 12" vivirdo ( fig. 3). Figure 4 Jointing Methods Install panels in moderate contact at ends, provide PVC or metal i6iters, battens of leave Greater than appropriate gap and caulk (119 2), Figure 2 Figure 3 12" Wide Soffit less irban or equal to 12" Wide Soffit 2 fiam q P_ m -I I t. For add ,tioral .nlormatlorf on Hardiiaf, vrap,,, Vloather Barrel, cOrSLJI James Hardie at 11-866-41ard:e or WARNING: AVOID BREATRING SILICA DUST is jj; cj. vwl!Ch is 15 1 rg, $!x v _' I , )ff-' 3 0 Vd 4 C 'lAn's -J51 -1 Tr-. H'.,(Ul W. insirj eoejun(rgP !'zl im 01 lelo rab'z l d'si r q -ria V= tr if tht-te Mk$ DW rft *f' W01, (;I N-45i 0 0,3 ,,FrVil:Lvri TrI..T.sr,! ve arj 3 Tir oji - re-f qfw iieo (_n er rermary elft, ix u,2 H-PA v3c,t-;rs If -irft clearivit) T,01 p.-7343) -f '0 Q*QR VAF1N1N1,- S 'fl'_cS AIZ tfi`:,r t,;tj'ljbon rf*Lziiiifls ara Mitetal Safety adta -CM 31 kXTAy4.-re,-3raiQ,,orn V t,, 5HAtiG:E (-eC1J-q42 FN-URE TO XilliF ATIm KiAY L,r40 1)) SERIRIS,—c( tjONAL 1Nkt19y 0`1 DEATI Maintain a minimum V gap between gutter and caps and siding & trim. Figure 6 gutter and end cap Figure 6 ex.ldnarcamrrhrdRe FASTENER REQUIREMENTS For wood frame cotistrtction a minimum 4d comntnn nails spaced S" o.c, at panel edges and intermediate framing members spaced up to 24" an center are suitable in most locations`. For conventional 20ga steel frame construction a minimum i''o. 8 18 x 0.323" HO x t ` iting ribbed bugle screws Spaced 6" o C. at panel edges and .nterrnediate framing members speed up to 24" on center are suitable !n most locations". l4t,n mum Basic Wind Speed differs by locality, Wnere specified levels of vortd resislarrce are required, refer to applicable Building Code Compliance Raperis. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened v.ith a pneumatic tool. Pneumatic'astening is highly recommended. Set air pressure so that the fastener is drven snug with the surface of the s ding A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven, If setting the nail depth proves difficult, choose a setting that under drives the nail, (Cove under driven near snug Guth 3 srrooth tared hammor - Ones not apply far installation to steel frarrng). KICKOUT FLASHING 9 Because of the v,Oluma of water that can pour down a sloped roof. one of the most critical Bashing details occurs where a roof intersects a srdewall. The roof must be flashed with step flashing. f Were the roof terminates, install a ICSGkQtrt to deflect water away from the siding. It is bes, to install a self -adhering membrane an the pail before the subfasoia and trim boards are nailed in place, and then come back to Install the lockout. Ito Figure 6, Kickout Flashing To prevent ,eater from dumping behind the sidng and the end of the roof intersection, install a "lockout' as required by IAC code 1`1905.M.3: "—flashing shall be a min. of 4" high and 4" -ride." .lames F?ardie recommends the kickout be angled between t 00' - t 100 to mmximite water deliection GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Fie ctro-galvamzed are acceptahle but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of Fasteners. Starless steel fasteners are recommended -:hen installing James Hardie' products near the ocean, large bcd.es of plater, or in very humid cl;mates. Consult applicable product evaluaLcn or listing for correct tasteneis type ar-d placement to achleva specifte> design mind loads. NQT • Published rind loads may not N apFIiGab'e to all areas where Lccal Building Codes have specific jurisdictleit. Consult James Hard e Technical Services it you are unsure or applicable compliance documentaron. Drive fasteners perpend:cular to siding and framing, Fastener heads should fit snug against std rg (no air space). (fig..A ) Do not over -drive nail haads or drive naJs at an angle f nail is caintersunk fill hoie and add a nail. (tig. B) For wood framing, under drven nails should be hit flush to the plank .-rtln a hammer ( For steel framing, remora and replace nail. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersink, Fill & Add Nei( do not under no NOT Figure A Figure drive nails STAPLE SF11203- P213 6113 CUT EDGE TREATMENT Cauik, paint or prime al ketd cut edges. James Hartle touch-up its are required to 01,10-up Cdcd'lus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 T rode NS. Class 25 or higher or a latex Joint Sealant complying vaith ASTH C834. Caulk ig/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Nate: OSI Quad as well as some other caulking manufGactuers 00 NOT allow tooting. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unpurned. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates reter to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLU51 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie CoforPlus products. During installaton use a vmt soft cloth or soft brush to gently wipe oft any residue or construction dust ?eft on the product, then rise with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch-up applicator. Touch-up should be used sparingly. It large areas require touch-up, replace the damaged area witn new HardieSaHit• panel with ColoiPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate nor; -factory cut edges into trim where pcss:ble, and caulk Color matched caulks are available from your ColorPlus dealer. Treat all other non -factory cut edges using the ColorPtus Technology edge coaters, available from your CotorPlus" product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up an James Harda ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE- PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting Covptus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and tree of any dust, dart, or mildew Reprinting is normally not necessary 100`t'a acrylic topcoats are recommended DO NOT use stain, oil/afkeld base paint, or powder coating un .James Hardie' Products Apply finish coat in accordance with paint trianufachrrers written instructions regarding coverage, applicator methods, and applcation temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECaardTIGN Hai^@SC'rtPatidccntp: rt:!iASTGtC11W n:o 0, g etsL^ G r ^r r tr)rx ra lrrFnts ntr Iner e rn-I art 70 r7.w `a 'aCa.iQ rd i< 5 t L 2c44'2 Ir'.:rna'c^:AG'a::dr.)i4°Seu::mt4[IS.iCI a O tl(a ttT. anJ lh; . J71t21 ris:an.fR Jr of i-d:r;<Gns•er twtFa,r7/Gr cgs?eta Rr5 asrJ Se.uJr RTU31(thrtl 'UtrtFrt a:;7 re• gnaeA far 21XI; , r n tie t l ts^ k3 4 7 s rl eh tla F,esluc Awr&J sLl3 E5 li2. tat 'y FEsiJa i_ r.J t3-u3' Dl. U S. urt 7r H1JJ f "3trn I R 3<a 1263 Tesa3 U pu Wert d In r r. Prot ._1 Er.i°tmt :A0 EC•23. CA rJ "t<.'tt1`,.k &I 223•Jd-" and Ca+`rxcn W FA tll3, Tres, dr_..,x, tOi 1'<ci1. ,,: G..ur.,Ul'J fpt .J? n,l i tnrn, )n ar_u .31h• st,_.tli y 0'h;: praJ i I(N< ale c:.0 drf••'>..d•.'+t s 013 jafrifzmh! 9irPnj Pray kr All r ahts F: n. Additional Installation information, Iht S" d a G tlear ra+ rn;rn a rr er d".r dpm rkS ct 'Warranties, and Warnings are avallatte at rJd)' esHa dle 31r H2 de Te-rsrc::,jt Lma:J a' s rer3s'MI a7emll k p' J. Ro,, Hsrd:c rELnnoI2TY um-ted mwr.jameshardie.com SERIES 2723, 27241 2728 GENERAL NOTES STRUCTURAL BEAM MULLION (IMPACT) THE PRODUC I SHOWN HEREIN IS DESIGNED AND NIANW A, iURIED To 4 4 COMPLY WITH THE C " )HREN I I-IORIDA BUILDING (OLA EXCLUDING HVHZ AND HAS BEEN EVALUATED W2 L ACCORDING fO THE FOLLOWING'. A A B TAI 202 94 4 4ASfIVlE330F vvl I RA DB 2 ADECEUACYOF HLE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X TRAMINI, ASA MAIN WIND I OR(E RESISTING SYS I EM C APA13LE OF W) HISIANDLNG AND TRANS[ERRING APPLIED PRODULl LOADS TO THE iOUNUAlIONTS THE 8ESPONS16JUTYOF THE ENGINEER OR ARCHHL( I OF RECORD i0k THE PROJECT OF iNSIALI-Al ION 3 IX AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED AND ANCHORED TOPROP[ fElY IRANSFCKALi LOADS IOTHE SIRU(IORI B(AKI)ESitNANt)INIIALLATIC)NIS)iit it SPONSIBMIYOf THE ENGINEER OMAKCHITIECI Of RLCORDfOR THE FROJE001 INSTALLATION 4 THE INSTALLATION DETAILS DIESLRibtl.) HEREIN ARE GENERIC AND MAY NOT REFLECT A10 ACTUAL CONDIHONS jORASFJ,0H( SHE I F 0 E VIA I E FROM THE RiQUIREMENTSUilAULD HEREIN, A LICENSED ENGINEER OK ARCHITECTSHAt t PREPARE SITE SPE141C DiXUMEN75 F4R USE WITH THIS DOS-UMFNI IN NON HVHZAKLAS JNHVHZAREAS, ONi TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI DADE PHA. S. MULLION &L OP MATERIAL. ALUMINUM 6005 T5& 6063 ;0(ASNOTED) b MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARA It APPROVAL SEE SHEETS If) FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION I- ONf IUORA HONS, AND DESIGN LOAD CAPACITIES. 8 IN ACCORDANCE WITH THE CURREN I iBC (H20DIS!ELMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROJECTED_ TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 GENERAL NOTES& TYPICAL ELEVATIONS 2 MULLIONS CROSS SECTIONS 3 ANCHOR CIJPCC)NFKAMATONS 4 VERTICAL SECTIONS ANCHOR LOAD TABLES FOR 2723 ONE WAY 5 MULLION ANCHOR LOAD TABLES FOR 2723 TWO-WAY b MULLION ANCHOR LOAD TABLES FOR 2724 ONE WAY 7 MULLION ANCHOR LOAD TABLES FOR 2124 TWO-WAY 8 MULLION ANCHOR LOAD TABLES FOR 2728 ONE-WAY 9 MULLION ANCHOR LOAD TABLES FOR 2728TWO-WAY 10 MULLION T W2 L w A B 4 4 T c W2 4 C wl A 4 A L w, I <W2 TYPICAL ELEVATIONS I L INSTRUCTIONS I DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING 2 CHOOSL A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT i DETERMINE WHETHER ASSEMBLY REQUIRES ONE WAY OR IWO WAY MULLIONS TOGETHER WITH L AS SEAMBLLS CONSISTING OFSTACKEDORSLOT 13Y SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. E L I:N( F MULTIPLE UNITS MUMUt7tPLE MULL S Mb LESCOWS W,MULWITHLONS REQUIREUSEOFTWOWAYMULLIONS. 4 VERIFY THAT MULLION DESIGN PRESSURE MEETS 09 EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USIN(, CHAR IS ON SHEETS IS 10 S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4 MULTIPLE ANCHOR TYPE/SOBSTRATEALIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6 THE LESSER DESIGN M N PRESSURE OR MULLION OR FENESTRATIONNESIRATKYNPRODUCTWILLGOVERN OVERALL ASSEMBLYDESIGN 'RiSILMI, RATING. Z - Z) z 9 Z z REMARKS 6Y DATE 5TH FBC EDITION AG 110/1) T'I T, T hfRHES F HOREM P. EftCOWA P E, w 7311D Mom DiC ftIFsx FWC CfJti. Pf AU IH9RIEAlpHHw MES Fl. I; FL6067 DATE, 10.0b.1/ I DWG, By CHI(. By AG HFN SCALE NTS I)WG.#: S\ A/11-) 014 OF 10 a O SERIES 2723 TUBE MULLION 1.001, SERIES 2724 masiTAXIIIIII "ok NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. FRIF'; 272R TUBE MULLION Silver Line ED z 16TH F8C ED11 )ON I AG 110/17 1 S F 7 Qj t1 s, ONA 1111111 "', 1, W14RO, P.E. ILI . 73ne D..P& w ze E WE M70 FL;1, FL6067 DATE: 1U.L)b.1 DWG, BY CHK, By AG I HFN SCALE: NTS DWG.9 SWD014 OF 10 5.50" MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 7.68" 2.25" 2.25" 2 ?Y' 0 LL MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING Sitar Line Apder en 1B nj cc 4 Z z z co t: REMARKS BY DATE 6TH FBC EDITION AG 10/1-, Ili Ii fill, S F nuns o D r noam Pic fLOWA P E ft 73M Kw. 574 FL 9, FL6067 DATE 10.06.17 DwG' by I CHK, BY, I SCALE, NTS I owG# rwno14 Of 10 EXTERIOR VERTICAL MULLION — SUBSTRATE BY OTHE 1%4" MAX. MMM/d EMS MIN. EDGE DISTANCE ANCHOR DETAIL 5 MULLION ANCHOR BRACKET 2722 ANCHOR SCHEDULE SCREW EMBEDME EDGE SUBSTRATE INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION IN.) IN.) ANCHOR WOOD J114 WOOD ANCHOR 1.5 0.75 BRACKET 2722 CONCRETE/ ANCHOR BRACKET 4" 0 ITW TAPCON 1.0 2.50 MASONRY 50-2722 ALUM ANCHOR 4" SELF- DRILLING SMS 3 THREADS 0.50 MULLION BRACKET 2722 NOTE NOTE HEAD, SILL AND JAMB 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 i INTERIOR 11 II VERTICAL 13 I 1 MULLION ANCHOR BRACKET 2722 II II MULLION #------ u 1j4" MAX. II II MIN II it MB. MIN. EDGE DISTANCE g ANCHOR DETAIL S MULLION ANCHOR BRACKET 50-2722 HORIZONTAL MIN. EMBED TRANSOM 114" MAX. MULLION VERTICAL I F------i i MULLION I t 1 I BRACKEN ANCHOR u it BRACKET 2722 VERTICAL SECTION 5 ALUMINUM MULLION SIDE VIEW -VERTICAL Silver Line oyAR& 2O v, Z a ` Q z 0 - V" 16TH FBC EDITION I AG 110/17 1 F u, 0777 i fJ 7 Q,', qC Q' ' • itl 5 7ON1 NENlCS i. NORtAp. V.L ilONDA I . 737M MI L OMM lUCN K3w 330ONYXBEAOi, iL rsvc am. a .un+araaanoN rb M7e FL 9, F L6067 DATE 10.06.17 DWG. BY CHK BY AG I HFN SCALE: NTS DWG.9 SWD014 SHEET Of 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 1&0 20.0 22.0 24.0 26.0 28.0 30.0 32,0 1 34,0 36,0 1 38.0 40.0 42.0 44.0 46.0 48,0 50.0 520 24.0 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 1000 11000 1000 100.0 100.0 100.0 1000 1000 100 0 26.0 1000 1000 1000 1000 1000 100.0 100.0 1000 1000 100.0 11000 100.0 100.0 100.0 100.0 100.0 1000 100.0 28.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 100 0 30.0 1000 1000 1000 1000 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 1009 100.0 100.0 100.0 32,0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 34,0 1000 100.0 1000 100.0 100.0 100,0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 700 0 36.0 100.0 1 100.0 1000 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1 100.0 100.0 1 100.0 1000 1000 38.0 100.0 1000 1000 1000 100.0 100, 0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 40.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 42.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 44.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 10Q 0 100.0 100.0 100.0 100.0 100.0 1000 46.0 100.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 48.0 1000 1000 1000 1000 1000 100.0 1000 1000 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 50.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100 0 1000 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 1 100.0 1 1000 100.0 100.0 100.0 100.0 54.0 100.0 1000 1000 100.0 100.0 1000 1000 100.0 1000 100.0 1000 100.0 100.0 1000 10Q 0 100.0 100.0 1000 56.0 100.0 1000 1000 0.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 996 99.0 58.0 100.0 1000 100.0 0.0 100.0 100,0 100.0 1000 1000 1000 100.0 99.3 97.5 959 946 93.6 92.8 60.0 100.0 100.0 100.6 0.0 100.0 1000 1000 100.0 1000 99.1 96.5 942 92.3 90.7 89.3 88.2 873 62.0 700.0 100 0 100.0 00.0 1000 1000 1000 7000 975 94.5 91.9 896 87.7 86.0 846 834 825 64.0 1000 1000 100 0 00.0C100010000 1000 1000 1000 966 932 903 877 855 835 81.8 804 792 781 66.0 1000 1000 100.0 00.0 1000 1000 965 927 893 864 839 81.7 797 780 766 753 742 68.0 1000 1000 100 0 00.0 1000 97.1 928 890 858 829 804 782 76.3 74.6 731 71 8 707 70.0 1000 1000 100 0 00 0 984 936 893 857 825 797 772 750 731 714 699 686 675 72.0 1000 1000 100.0 00.0 95.1 90.3 86.1 82.5 794 76.6 74.2 721 70.2 68.5 67.0 65.7 645 74.0 1000 1000 100 0 1 100.0 1 973 1919 1 872 1 83.2 TT9.7 76 6 73.9 1 71.5 693 1 675 65.8 64.3 1 63 0 61 8 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. 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) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL 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. „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. 2723 Silver Line NE S lY.ftAiNE Dkivt ro O 2 MULLION MULLION w Q Z Z r ONE-WAY MULLION DIAGRAMS HEMAHKS BY DATE 6TH FBC EDITION I A6 10117 0- s F. 0'' QUALIFIED ANCHOR CLIPS zz O T'I LY •- A°j ' 4r , NENIES f. •I ft P.L f1C P,E W 737M smom% e L Duu BEM)f &VD, a 3 T, BfACN. fY JJDD 9PC eT a AVDOPW q w m7e MULLION ANCHOR BRACKET 2722 FL a. FL6067ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING HATE 10.06.17 DWG By CHK. BY: AG HFN SCALE: N IT S 1-3,; SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 OF 10 ALUMINUM (6063-T6) J 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 28.0 30.0 32.0 1 34.0 36.0 1 38,0 40.0 42.0 44.0 46.0 48.0 1 50.0 520 24.0 1000 1000 100.0 100.0 1000 100.0 100 0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 26.0 100.0 1000 1000 1000 1000 1000 100 0 1000 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 28.0 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 1000 100 0 100.0 100A 1000 100.0 1000 1000 1000 100.0 100.0 100.0 99.0 32.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 96.5 92.8 34.0 100.0 1000 100.0 100.0 100.0 100.0 100A 100.0 100.0 1000 100.0 1000 100.0 100.0 987 94.6 90.8 87.3 36.0 1000 100.0 1000 100.0 100.0 100.0 100 0 1000 100.0 100.0 100.0 100.0 1000 97.5 93.2 89.3 85.8 82.5 1000 1000 1000 1000 1000 1000 100.0 100.0 1000 1000 1000 100A 967 923 883 846 81.2 781 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 965 919 877 839 804 772 742 100.0 100.0 100.0 1000 1000 1000 1000 1000 1000 1000 967 91 9 875 835 799 766 735 707 1000 1000 1000 1000 1000 1000 1000 1000 1000 975 923 877 835 797 763 73 1 702 675fl1000100010001000100010001000100098793288383979976373069967.1 645 1000 1000 1000 1000 1000 1000 1000 1000 946 893 846 804 766 731 699 670 643 618 1000 1000 1000 1000 100.0 100.0 100.0 96.5 90 8 85 8 81 2 77.2 73.5 70 2 67.1 64 3 61.7 594 100.0 1000 1000 1000 1000 1000 99.0 92.8 87.3 82.5 78.1 74.2 707 67.5 64.5 61.8 594 57.1 54.0 1000 1 100.0 1000 1000 100.0 100.0 95.3 89.3 84.1 79.4 752 71 5 68-1 65.0 621 596 57.2 55-0 5&0 100.0 1100011000 100.0 1000 98.4 91 9 861 81.1 76.6 72.5 689 656 626 59.9 57.4 55.1 530 58.0 100.0 100.0 1 1000 100.0 1000 95.1 887 83.2 78.3 73.9 70.0 66.5 634 605 57.9 55.4 532 51.2 60.0 1000 1000 1000 1000 990 91 9 85.8 80.4 75.7 71 5 677 64 3 61.3 585 1 55.9 536 51.5 495 62.0 100.0 1000 1000 100.0 958 889 830 778 73.2 69.2 65.5 62.2 593 56.6 1 54.1 51.9 49.8 479 64.0 100.0 100.0 1000 100.0 928 86.1 804 754 709 67.0 63.5 60.3 57.4 54.8 524 50.3 48.2 46.4 66.0 1000 1000 1000 975 900 83.5 78.0 73 1 68.8 650 61 6 585 55.7 53.2 508 48.7 46.8 450 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 43J 70,0 1000 100.0 1000 91 9 84 8 78.8 73.5 68.9 64.9 61.3 580 55.1 525 50.1 479 45.9 44.1 424 72.0 1220 100.0 147 1 89.3 82.5 76.6 71.5 670 631 59.6 56.4 53.6 51.0 48.7 466 44.7 42.9 41.2 740 100.0 100 0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 579 549 52.2 49.7 47.4 453 435 41.7 40.1 111f_UnmRelf:05 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 2-112". 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 brAndersen JNE SIt -OM {JH r urnuw ,,.an< 2 u O z -- N ti v MULLION ti o s` I N w Q N m o MULLION , t NN cc3 r- o R EMARKSBY TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = w1'w) 2 QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0 3 r> 217o _.2,c MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING F. 0 1 o y c C NA1. ROOD f . 10 7 P.EiLGiDDAP.E. o J- awnrw oDam ee i E DNM BGCN •LW. / SJ! DAMA 8Gp1. FL ]?WI rsPE m+r a .umaDura. w MIS EL F L6067 DATE 10.06.17 DwG. BY, CHK, BY. AG HFN SCALE NTS DWG. # SW D014 SHEET OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 1B 0 20,0 F2ZO 24.0 260 28,0 30.0 1 32.0 34.0 36,0 38,0 40.0 1 42.0 1 44,0 46.0 48,0 50.0 52.0 240 100.0 100.0 1000 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 26.0 1000 100.0 1000 1000 100.0 100.0 1000 100.0 1000 1000 100,0 100.0 100.0 1000 100.0 100 0 100.0 100.0 28.0 1000 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100 0 100.0 30.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 100 0 100.0 100.0 32.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 1000 1000 34,0 100.0 100.0 1000 100.0 1000 1000 1000 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 1000 36,0 100.0 100.0 100.0 1 100.0 100.0 100.0 1000 1000 100.0 1 1000 100.0 100.0 100.0 1000 1 100.0 100.0 1000 1000 38.0 100.0 1000 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 1000 40,0 1000 100.0 100.0 100.0 1000 100.0 100 0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 42.0 100.0 100.0 1000 100.0 1000 1000 1000 100.0 1000 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 44,0 1000 1000 1000 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 1000 1000 100.0 46.0 1000 1000 1000 1000 1000 100.0 100.0 1000 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 1000 48.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100 0 1000 1000 1000 1000 1000 1000 50.0 100.0 1000 1000 100.0 100.0 1000 1000 1000 100.0 1000 100.0 1000 1000 1000 1000 100.0 100.0 1000 52.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 54.0 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 1000 1000 100.0 100.0 100 0 56.0 100.0 100,0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 996 99.0 58.0 1000 100.0 100.0 100.0 1000 1000 1000 1000 1000 1000 100.0 1000 993 975 959 94.6 93.6 92.8 60.0 1000 100.0 100.0 1000 100.0 100.0 100.0 1000 100.0 1000 99.1 96.5 942 923 90.7 89.3 882 87.3 62,0 1000 1000 1000 100.0 100.0 1000 100.0 1000 1000 975 94 5 91.9 89.6 87.7 86.0 84.6 834 82.5 64.0 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 96.6 932 90.3 87.7 855 835 81.8 80.4 792 78.1 66.0 100.0 100.0 1000 100.0 100.0 1000 100.0 96.5 92.7 89.3 864 83.9 81.7 797 78.0 766 75.3 74.2 68.0 1000 1000 1000 100.0 100.0 100.0 97.1 92.8 89.0 858 82.9 80.4 782 76.3 74.6 73.1 71.8 70.7 70.0 100.0 100.0 100 0 100.0 100.0 98.4 936 89 3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 686 67.5 72.0 100A 100.0 1002 100 0 10Q0 95.1 903 86.1 82.5 79.4 76.6 74.2 721 70.2 685 670 657 64 5 7 00 100.0 100.0 16001505100.0 97.3 91 9 872 83 2 79.7 76.2 73.0 702 67.7 65.5 63.5 1 61.8 602 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) 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 RxAnd0sen Ej ENE 5 1 VE MINE JhiVE norcn exur swu. K. rn cxsIi mp zT MUUEON v a o MULLION mWh K a REMARKS BY DATE ONE-WAY MULLION DIAGRAMS 6THFBCEDIT}ON AG zolnj S IF,.i QUALIFIED ANCHOR CLIPS v . ITT ? Qz z 0 % A.' W ON t XFIWLS . MOREAQ i.l llORDn PL 1aT 81A111HV LNCVS erC Sae t aaen+ eiw ax awn eua. n aww MULLION ANCHOR BRACKET 2722 peat mn. or nunwnanna w. zas e FL #, FL6067 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING DATE. 10.06A7 DWG BY CHK BY. 4- - AG HFN SCALE NTS DWG,#, SWD014 SHEET MULLION ANCHOR BRACKET 50-2722 OF 10 2724 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (in) 1&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 1 44.0 46.0 48,0 50.0 52,0 24.0 1000 100.0 100 0 100.0 100.0 100,0 100.0 1000 1000 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 26,0 100,0 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 28-0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 100 0 1000 100.0 1000 100.0 100.0 30,0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 99.0 32.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 1000 1000 1000 100.0 96.5 92.8 34,0 100.0 100.0 100-0 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 98.7 94.6 908 873 36,0 100.0 100.0 1000 100.0 1 100.0 100.0 1 100.0 11000 1000110001 100.0 100.0 1000 97.5 932 1 89.3 1 858 82.5 38.0 1000 1000 1000 1000 1000 100.0 1000 100.0 1000 10001 1000 1000 96.7 92.3 88.3 846 81 2 78.1 40.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 965 919 877 839 80.4 77.2 74.2 42.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 96.7 91.9 875 835 79.9 76.6 73.5 70.7 44.0 1000 1000 1000 1000 1000 1000 1000 100.0 1000 975 92.3 877 835 79.7 76.3 731 702 67.5 46.0 1000 1000 1000 1000 1000 1000 1000 1000 987 93.2 88.3 839 799 763 73.0 69.9 67.1 64.5 48,0 1000 100.0 1000 100.0 1000 100.0 100.0 1000 946 893 84.6 80.4 76.6 73.1 69.9 670 64.3 61.8 50.0 1000 100.0 1000 100.0 100.0 100.0 100.0 965 90.8 85.8 81.2 77.2 73.5 702 67.1 64.3 61.7 59.4 52.0 1000 100.0 100.0 100.0 100.0 100.0 990 92.8 87 3 82.5 78.1 742 707 67.5 64.5 61.8 59.4 57.1 54.0 1000 100.0 1000 1000 1000 1000 95.3 89.3 841 79.4 752 71 5 68.1 65.0 62.1 1 59.6 572 550 56.0 1000 100,0 100.0 1000 100.0 98.4 91 9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 551 53.0 58.0 100,0 100.0 100.0 100.0 100.0 951 887 832 78.3 739 70.0 66.5 634 605 57.9 55.4 532 51.2 60.0 100.0 1000 100.0 100.0 990 91.9 85.8 80.4 75.7 71.5 67.7 64.3 613 58.5 55.9 53.6 515 49.5 62.0 1000 1000 1000 100.0 95.8 88.9 83.0 77.8 73.2 692 65.5 62.2 59.3 56.6 54.1 51 9 49.8 47.9 64.0 1 1000 100.0 1000 1000 92.8 1 86.1 804 754 709 670 63.5 60.3 57.4 548 524 50.3 48.2 46.4 66.0 1 1000 1000 1000 1 97.5 900 835 78.0 73 1 68.8 650 61.6 585 557 532 50.8 487 46.8 45.0 68,0 1 100.0 1000 100 0 94.6 87.3 81.1 75.7 70.9 66 8 631 59.7 56.8 54.1 51.6 49A 473 454 43.7 i 70.0 100 0 1000 100.0 91.9 84.8 788 73.5 689 64.9 61.3 58.0 55 1 525 501 47.9 45.9 44.1 424 72.0 1000 100,0 97.5 893 82.5 76.6 715 67 0 63.1 59.6 56.4 53.6 51 0 48J 46 6 44.7 42.9 41.2 74.0 100.0 100.0 94.8 86 9 80.2 74.5 69.5 652 61.4 57 9 54.9 52.2 49.7 47 4 45.3 43 5 41.7 40.1 TABLE NOTES: MULLION- i DIAGRAMS TRIBUTARY WIDTH= W1,W22 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: #i12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: MULLIONT 2722ANCHORBRACKET WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD ALUMINUM r SHALL BE MIN. S.G.=0.55. FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 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. 0%3"l.Si3" 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. a MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING S Kw line VNt S:i YE XtiNk (iNiVf Noat"ua aN w:JK. rvi cweor z Vs w Z" 0 a w C ha<oiw RE!ti' S BY DATF 6TH 1. EDITION AG 10127 01 F Q 1 1 '1', N 7 T T MptKS f NmEaO, P.L Ra P.L . 73778 s anwa maps. w 3aa E Duw t)I 10M / 3m MwA 8[AGt. it }1a0 raPL CFA7. ar :wn+ay.J,nm w. za378 fi9: FL 61 067 DATE: 10,06.17 DWG By CHY BY'. AG I HFN SCALE'. NTS DWG. u: SWD014 J, 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 1 26.0 1 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 1 44.0 46.0 48.0 50.0 52.0 24.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100.0 26.0 100.0 1000 100.0 100.0 1000 1000 1000 1000 1000 1000 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 28.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 100.0 30.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 1000 100.0 1000 100.0 100.0 1000 1000 100.0 100,0 32.0 1 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 100.0 34.0 100.0 100.0 100,0 100,0 100.0 1000 11000 10001 100.0 100.0 100,0 100.0 1000 1000 100.0 100,0 100.0 100.0 36.0 1000 1000 1 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 110001 100.0 100.0 1000 1000 1000 1 1000 100.0 38.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 1000 1000 100.0 40.0 100.0 100.0 1000 1000 1000 1000 1000 100.0 100.0 100.0 1000L000, 1000 100.0 100.0 100.0 100.0 100.0 42.0 100.0 100.0 100 0 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 100.0 100A 44.0 46.0 1000 100 0 100.0 100 0 100.0 100 0 100.0 100 0 100.0 700.0 1000 700 0 1000 100 0 1000 70p 0 1000 100 p 100.0 10p 0 100.0 100.0 1000 1000 1000 10p 0 100.0 100 0 100.0 100 0 100.0 100.0 100.0 700.0 48.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 1000 1 50.0 1000 1000 1000 1000 1000 1000 1000 100.0 1000 1000 1000 100.0 1000 1000 1000 100.0 100.0 52.0 1000 1000 1000 1000 100.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 54.0 1000 1000 1000 100.0 1000 100.0 100. 0 1000 100.0 100. 0 1000 100.0 1000 1000 100.0 100.0 100.0 56.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 1000 1000 1000 99.6 990 58.0 1000 1000 1000 1000 100.0 1000 1000 100.0 100 0 1000 10001 1000 99.3 97. 5 95 9 946 936 92.8 60.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100 0 1000 99.1 96.5 942 923 90.7 89.3 88.2 87.3 62.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 97.5 94.5 91.9 896 877 86.0 84.6 83.4 82.5 64.0 100.0 1000 1000 1000 1000 1000 100.0 100.0 96.6 93.2 90.3 877 855 83.5 81.8 80.4 79.2 78.1 66.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 965 92.7 893 86A 83.9 81.7 79.7 780 76.6 75.3 74.2 68.0 100.0 100.0 100 0 100.0 100.0 100.0 97.1 92.8 890 858 829 80.4 78.2 76.3 746 73.1 71.8 70.7 70.0 106 0 1 p0 0 100 0 100, 0 100 0 98A 93 6 89. 3 85.7 82.5 79.7 77.2 75.0 73.1 714 69.9 68.6 67.5 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86 1 82 6 79.4 76.6 742 72 1 702 68 5 67.0 65] 64.5 1 1000 100.0 100.0 97.3 91.9 872 832 79.7 76.6 73.9 71.5 69.3 675 658 64.3 63. 1 61.8 Silver Line oyAmiersen 1B P1E SS[4EY,L:N£ UfliVf r nfi_tx) to fin,a z vs p z> MULLIO a0 _ MULLION nMi a m w x Wa ONE-WAY MULLION DIAGRAMS REMARKS $Y UATE 6TN F$C EDITION AG SQfli MULL{ON 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 15 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.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF x 3<y 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. 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 tiS F. 1 0 7 9 TASLtd O/OI! I t t 11?+++++ MCFW f E, ft 7 Y ElfiY.E. uc )l awwc oxoYs. N E DNAA BEKBLW J:)0 HWAEGKftavc ¢xr a .w npruz now ra. m7s FL# FL6067 DATE 10. 06.17 DWG BY CHK BY: AG HFN SCALE NTS DWG a SWD014 SHEET OF 30 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 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 1000 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 100.0 1000 1000 100 0 100 0 100.0 26.0 1000 1000 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 1000 2&0 1000 1000 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 100.0 100.0 1000 100.0 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100"0 1000 100' 0 100.0 1000 100.0 100.0 100.0 100 0 100.0 1000 990 32.0 100.0 1000 100.0 100"0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 965 928 34.0 1000 1000 1000. 1000 100.0 1000 100.0 1000,1000 1000 100.0 100.0 1000 1000 987 94.6 90.8 87.3 36.0 100.0 1000 100.0 100.0 1000 1000 100.0 100011000 1000 1000 1000 100.0 97.5 93.2 89.3 85.8 825 38.0 100.0 1000 100.0 1000 100.0 1000 100.0 1000 1000 100.0 1000 100.0 96.7 923 883 846 81.2 78.1 40.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 100.0 96.5 91.9 877 83.9 804 77.2 74.2 42.0 100.0 1000 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 73.5 707 44.0 1000 100.0 100.0 100.0 100.0 100.0 100"0 100.0 100,0 97.5 92.3 87.7 83.5 797 76.3 731 702 67.5 46.0 1000 1000 100.0 100.0 1000 100.0 100.0 1000 98"7 93.2 88.3 83.9 79.9 763 73.0 69.9 67.1 64.5 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 946 893 84.6 80.4 76.6 73 1 699 670 643 61.8 50.0 100.0 100.0 100.0 100.0 1000 1000 1000 965 90.8 85.8 81.2 77.2 735 702 67.1 64.3 61.7 59.4 52.0 100.0 1000 100.0 100.0 1000 100.0 990 928 873 82.5 781 74.2 70.7 67.5 64.5 61.8 59A 57 1 54.0 100.0 1000 1000 1000 100.0 100.0 953 89.3 84.1 794 752 71.5 68.1 65.0 621 596 572 550 56.0 100.0 100.0 100.0 1000 1000 98.4 91 9 861 81.1 76.6 1 72.5 68.9 65.6 62.6 599 57.4 55.1 53.0 58.0 1000 1000 100.0 1000 1000 951 88.7 83.2 78.3 73.9 70.0 66.5 634 60.5 579 55.4 532 51.2 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 757 71 5 677 643 61.3 585 559 53.6 51 5 495 62.0 100.0 100.0 1000 100,0 95.8 88.9 830 778 732 692 65.5 62.2 59.3 56.6 54.1 51 9 498 479 64.0 100.0 100.0 100.0 1000 92.8 86.1 804 754 709 67,0 63.5 60.3 57.4 54.8 52.4 503 482 1 46.4 66.0 100"0 100.0 100.0 97.5 900 83.5 780 731 68.8 65.0 61.6 58.5 55.7 532 508 487 468 45.0 68.0 100.0 100.0 1000 94.6 873 81.1 75.7 70.9 668 63.1 597 568 54 1 51 6 49.4 47.3 454 437 70.0 100.0 100.0 100.0 919 84.8 78.8 73.5 689 649 61.3 58.0 55.1 52.5 50.1 479 45.9 44.1 42.4 720 1000 100.0 97.5 893 82 5 76 6 71.5 67.0 63.1 59.6 564 536 51.0 487 46.6 44.7 42.9 412 74.0 100.0 1000 94.8 86.9 80.2 1 74.5 69.5 65.2 61.4 57.9 1 54.9 522 497 47.4 45.3 43.5 1 41.7 40.1 MU LION-\ MULLION- Tj TWO-WAY• DIAGRAMS TRIBUTARY WIDTH = wltw2z 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. 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.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF J t-7J' 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. 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 byrs,-h 2 v O z= a w Q o Z m W h q w REMARKS BY DATE 6TH FBC EDITION AG 10/17 vev[ MT. Oi' ,W MOPoUIiW Nw M. FL # FL6067 DATE 10.06.17 DWG. BY: I CHK, BY: SCALE NTS DWG. p: SWF)(11d OF 10 SILVER LINE WINDOWS AND DOORS V1 SERIES170 SERIES PICTURE & FIXED SPECIALTY WINDOWS (294012950) 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 101/1 S.2/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. IX AND 2X BUCKS (WHEN 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 JNSTALLATION 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-DADS FIER OR AHJ, S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL: PVC 7, GLASS MEETS THE REQUIREMENTS OF ASTM E 13DO 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 S 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 84.0" TWIN PICTURE 30/-30 PSF NON -IMPACT 95.5" X 84.0" TWIN PICTURE 20/-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 41,14" O-A- INSULATED GLASS EXTERIOR INTERIOR 112" MIN. GLASS 0 QBIIf I WING nFTAII GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT Silver Lime iiN[ Niil tti SItVtHS Nt [iN JtiSH.tiNSN':t/,. Nii',.:: 9 W `a x ot3 z k v O Q 3m m m spa OM - I... C Q N W 3 O p O FO m r w W ti Z 2 REMARKS BY DATE 6TH FBC EDITION I FM 10/1-, 3ig'I IY sgneq py{HN,'Fp,F. W'e P.E. 3W E. DAMN BEACH ELW. 1130DAMNBEACH. iL L3 ESE CEAT. Of AUiX[itlEAMW Np mm FL #' FL14918 DATE 09.28.17 DWG BY, CHK BY: CL I HFN SCALE. NTS DWG # SWD021 UNIT MAX. HEIGHT 82.0" U N HE 5 UNIT MAX. WIDTH — ELEVATION ELEVATION 0AX. HT I„ AX. T 6" FROM J 15 MAX. CORNER {TYP.) (TYP.) 15.5"MAX. L 6.0" FROM j CORNER{TYP.) ANCHOR LAYOUT THROUGH FRAME I r 0M 2." FROM CORNER OM ) 4" MAX. (TYP.) 4" MAX. (TYP.)J I 2 0 FROM CORNER( TYP.) ANCHOR LAYOUT NAIL FIN Silver Line MAwkmen 1B, ONE 51lYERtINE DFIYF NOHIH tiltUN)WICK, N1 (Rl9V2 O X Z - c O 4 Q w W N f d REMARKS BY DATE 6TH FBC EDITION FM 1 1011. S F vet'-•( C• Q'' ii i 7 * = v. gTT NAt' G SULO D O TW eaw+c arovs, r+c YBI[ Me C MT. Q A TNORRAI ft. M78 FL N: FL14918 DATE: 09.28.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG. n: SWD021 u N HE 8 u N HE 7 lammyo-WRIEW R 11471-1 1111sm OAX, HT 11, 4" t, 2,0" FROM 4" MAX. (TYP.) CORNER (TYP.) ---I f-- AX. (TYP.) F TF10- rnaNca TYP,) ANCHOR LAYOUT NAIL FIN 1,11"FROM CORNER (TYP.) AAK iT 4" MAX. (TYP.) 2.0" FROM CORNER (TYP.)_ f NAIL FIN ANCHOR LAYOUT Silver Line 0-i z - 21 z 01 2 Ec I ti 11 oj LMIL BY DATE 6TH IBC EDJTJON FM loll F No Z 7§f 0 - $ T ir z P 4tj b oNAL y ilk" P.E FLOWA P.E M 0— = ft9L33'0'JFM W" a wIRCVz Mm w. Mn FL# FL14918 DATE 09.28.17 DWG. BY, H CHK BY CL I FN SCALE: NTS DWG.#: ';\ A/r)ngl I ( W) I ( W) I —' W) )W) H) (H) jH) (H) 0 1(W)- F(H) 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" MAXIMUM H = 73" MAXIMUM DP = +/- 55 PSF W)—t-1 H) w)—•jj H) I 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 EDiVf MJRiN (ifitiFViW? K. NI t}`N3[ Pn. dWila d}(n OtD O aC,,, r_zv o og = Z z t2 y Q z C Q N h U O w } P Q m mNm 4 w W Nh r d a REMARKS BY DATE 6TH FBC EDITION FM 30/L zecDi eua xw. eww,. e[a, n a3mt rs[ mn. zwn FL;; FL14918 DATE: 09.28.17 DWG. BY: CHK, BY. CL I HFN SCALESCALE: NTSS DWG. p: C.Wr)()?i 1 iLAZING IL SHEET 1 INTERIOR iLAZING IL SHEET 1 p VERTICAL SECTION 3 Silver Lime hAwie6en 1B Nf 3itYE0.t Nf D£UYf Hf)Nixl t4NUNSn ,., ii 0riY4/ O X q Z - a7 ' ` 30, a_ 4 9 O Z 05- _ 43 a N V O 4ZING SHEET w v REMARKS BY DATE 6TH FBC EDITION FM 10/17 INTERIOR 3LAZING `,,j1ti 1111/J JJJJI VIl SHEET 1 ..5 F, O o T~T c SSZ ON A I PE JJiiTelEilfft 7 iL f1pOWPE13))A B1ALWIG MC/+i M JM bEA01 nBLaQ /)3! lBVE WII. w M/1HplZATIM 1 m7a FL #. FL14918 VERTICAL SECTION 3 DATE 09.28.17 DWG. BY CHK BY CL I HFN SCALE: NTS DWG #: SWD021 SHEET. sh HORIZONTAL SECTION 4 FRAME JAMB SEE GLAZING SEE GLAZING DETAIL SHEET 1 DETAIL SHEET 1 SEE GLAZING I DETAIL SHEET 1 FRAME WIDTH — HORIZONTAL SECTION INTEGRAL MULLION POST W / REINFORCEMENTS SEE GLAZING SEE NOTE 1 DETAIL SHEET 2 0 rE310 INTERIOR ITo D / n EXTERIOR D.l.O. D, L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 INTEGRAL MULLION POST JC-' HORIZONTAL SECTION 4 FIN JAMB NOTE is HORIZONTAL SECTION IS 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 Silver Line byAndersen Nt SI4 VE:l4iNt DhiVt NDMiH ESKi}MSWt(K, N) V3'3J1 Ylf.! 1 1K-4125 O Z x 4O G 3 rn CL a O W m N D 4 w W N N m n REMARKS BY DATE ISTH FBC EDITION I FM 10/1 SJF 7 TA 0 N A IL NEIOF.9J TA. 7R 5 1P.Ei1DNMILLNa3]i BUILGINC OROGS. NC W! E. DMY BE+.C1i iDAMI. F t BLWSJpDi. / JJO i' BPC CEAT p' WTipbIATOM tfo, tWM FL #: FL14918 DATE: 09.28.17 DWG, BY. CHK, BY: CL I HFN SCALE: NTS DWG # SWD021 MIN. EMB. SUBSTRATE BY OTHERS MIN. EDGE DISTANCE J 1/4" MAX. SHIM SPACE EXTERIOR O INTERIOR A ANCHOR DETAIL 5 NAIL FIN (HEAD) NOTE: SILL AND JAMB HAVE SIMILAR DETAILS MIN. EDGE DISTANCE SUBSTRATE BY OTHERS MIN. EMB. 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR ANCHOR DETAIL 5 THROUGH FRAME (HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN, LUUL DISTANCIP WOOD: MIN. SG = 0.55 10 WOOD SCREW 15' 0,75" METAL: 18 GAUGE 3 THREADS MIN Steel, MIN. Fy = 33KSI 10 TEK SCREW PENETRATION BEYOND 0.75" THROUGHFRAME METAL CONCRETE: fc = 30 OPSI 1/4" ITW TAPCON 1.75" 25" MASONRY: CMU per 1/4" ITW TAPCON 1,75" 2.5" ASTM C90fc=2000PSI W 8 WOOD SCREW 1.5" 0.75" NAIL FIN METAL. 18 GAUGE SieeI. MIN. Fy = 33KSI 8 TEK SCREW PENETRATION BEYOND MFTAI 0.75" NOTE: 1. 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 11/2" MIN. EDGE DISTANCE 2" MIN. EDGE• DISTANCE 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 ±1/21NCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.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 SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. 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 JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, Silver Line byAndersefi M' 11W 11—A 111-1 N Ri14 BRUN-;I K, N) —2 Z - oa3h rpQ o 0= 03 W Q N O N ZOpOZ m T. NO m W R Q w y N N C v <Q z s REMARKS BY DATE 6TH FSC EDITION FM 10/1'' j11111i1111// F. O v. T = NAL i. Pi. nowoa VE w 73779 799 E. Drl 9 9EAW 9DROPS.L U 9 338DANF9rloon3]OD r9Pc CERT. a wnwarw ra. s9sni9 FL #. FL14918 DATE: 09.28.17 DWG. BY: I CHK. BY: SCALE: NTS DWG.#: SWD021 SHEET: U 11 3/7/2018 Florida Building Code Online EICIS Homt. Log In User Reit'sr'atoi' H,)t T,,)o,cs 3"()—t 5-0w'je Scats & Fjcrs pijblwat'o"s -r'c start act'; Site Map Lw k s Search I rdb Product Approval public UserVSER, P.01i, y- 14 1 i' I Application Detail M FL I FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton, OH 43517 419) 298-1740 rickw rwbldgconsultants.com Authorized Signature Vivian Wright, rick,w,Zrwbldgconsultan(s.com 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 - Harocippy 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 tL2A-I -) J1,1 gi-rifiate Referenced Standard and Year (of Standard) Standard year 101/1.S.2 1997 ASTM E330 2002 ASTM E331 2000 T'AS 202 1994 Equivalence of Product Standards Certified By Sections from the Code https.11floridabuilding.orglprlpr__app__dtl.aspx?param7wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblarilLF8nUuHQRApMqRc3A%3d%3d 1116 3/7'2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Method I Option D 12/13/207 12/13/2017 1212112017 02113/2018 FL # Model, Number or Name Description 20461A 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 7' 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.} 204613 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 204613 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,) 20461.4 d. 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. 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation,) 20461.5 e. Therrna- Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No 40 0 Page I / 2 0 0 Nominal 6'8 "Non - Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions ELLO_46 Verified By: Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1Z04L1__U_ ijE_(q) i aIQ461.Ip f Created by Independent Third Party: Yes Nominal 6'3 "Non - Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite( s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports 1 2 p f c_ Created by lndependentThird Party: Yes Nominal 6'8 "Non - Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites ([nswing/Outswing, XX or OXXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E a 4,_U_ a al 20-4Q.3.p ff EyL Created by IndependentThird Party: Yes Nominal 7'0 "Non - Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing X configuration) Installation Instructions EL79461_U 11 (j7 Ls_tJQ46 4 q if Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party, Yes Evaluation Reports Pg1f Created by Independent Third Party: Yes Nominal TO "Non-lincract" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) ( Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions P! L-1041 31JR3 t _ II _ , _LLJLZQ J. S., , _ https:llflortdabuilding.org/prtpr_app_ dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUi,i-q6tbblaiilLFSi)UuHQRAptvlgRc3A`/`3d"/`3(:l 216 3/7r2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.5 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.) 20461.6 f, 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 20461.6 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 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. 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 20461.8 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 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 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smoo(h-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.) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2016t__R Ag(q)_Eval2Jwt51r5 4f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions ELd._U_(5_(g,) nst f Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461,_ R3_AE_(d). Eval 294 j_§.p-,0f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions EAU ` i..-_R-3__II__W_[n _2_QI2_L?•per Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20401R3_ Ac_(d} Eval 20.1 7.pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions F.. LZQ4_ 1_-U_:.(__(LD nst 04613<pi_ f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20451_ R3_AE_(d) Eval 2046I 8j1df Created by Independent Third Party: Yes Nominal 68 " Non -Impact" Glazed Composite Edge Fiberglass Single Door ( Inswing/Outswing; x configuration) Installation Instructions Fl_20461_ R3_-it _(e) Inst 20461.9.Qdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 2 4rl__U_Af_(d) Eval 00461 99 pdf Created by Independent Third Party: Yes 20461.10 j. Ther=ma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Ou(swing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Fi Zr 461_.U_I[._(e) nst I 00461 11Pf 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 [ NST 20461, 10 for Design Pressure Ratings, any I 4 g AE_O Ev 1 2( 461 1r pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this https:!/floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbbl anILF8nUuHQRAplvlgRc3A"o3d%3d 16 3172018 Florida Building Code Online product approval requires the use of "Y' part numbers for these doors, which have been stained or, painted within six months of installation.) 20461.11 k, Therma-Tru Fiber -Classic and Nominal 6'8 "Non-[mpact" 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 FL20461_R3_11_(e)JaL 2046IJ t pelf 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. 11 for Design Pressure Ratings, any 2 ,IC _R3_Agjq) ijv, 1 04' p_df 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461A2 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 7'0 "Non -Impact" 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 F1.20461_R3 - AE_(q)&,4al 20461.1 2pqf Created by Independent Third Party: Yes 20461.13 m. Therma-Tru Fiber -Classic and Nominal 7'0 "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.) 20461.14 n. Therma-Tro 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 [NST 2046 1. 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. 1herma-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 20461.15 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 or painted within six months of installation.) 20461. 16 p, Thecma-Tru Fiber -Classic and Smooth -Star Installation Instructions Fl—?()4ol-U-tJ-(q)Aag-LQ4-iLL3-p4-f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2-9-4L1 __R3__AE,_ (q)_5_vaL 3,p f Created by Independent Third Party: Yes Nominal 8'0 "Non Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Cutswing; X configuration) Installation Instructions F_1 110_46 1_U_1,_1_W_ksL1Q4LL14_PdLf Verified By: Lyndon F, Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports Iq) IQ4 4.p f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/outswing; XO, OX or CX0 configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 2046I_a3_AF J) :yal 24' 1. tp _aIf _(L __ Created by Independent Third Party: Yes Nominal WO "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX https:ilfloridabuilding,orglprfpr_app_dti.aspx'7param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq(3tbt)laniLF8nUuHQRApMgRc3A%3d%3d 4/6 3/712018 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 "Y' part nurnbers 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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 2046t.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 20461,18 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 "T' 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 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.) 20461.20 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 0 Installation Instructions nit 46I 6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLL0461_R3_AE_(d) Eval 20461.16,pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Installation Instructions 1 01 61_R3_ _(e} nst 04 1.1Lpy(f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F!_204 1_R3__AE_(d) Eval 20461.17.pa if Created by independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom (Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Installation Instructions FL20462__fj__([ Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F e_-R3__•iE_(}-.,g l 20461.1 S ,pdf 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 Fi 46U_Ui_I[._(.)_Ln 46I 9•p-O_f Verified Bv: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 8'0 "Non-[mpact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Qutswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions FL2 4rt R3._1_1_1c) Insr 20461.20.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F„Zg,lo 3=AE_(d) 20 561.20.pIf Created by Independent Third Party: Yes 0 0 Page l/2* 0 https:llfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbbl anlLF8nUuHQRApMgRc3A%3d%3(i 5/6 3/7,,2018 Florida Building Code Online JUL, SI,-eIRoad _. ( A 4 The State it Florida iS an AA, EzEO (-P(.YeI, Co -,Light 2C07 2013 Sroirq of -1—da. q ')'Y Statement Under Florida lay, email addresses are pvole: It you do not "ant your e-mail address released in response W a pubk-records request, do not send eiect,orac, Mad -0 dlis e",ty, ["Stead, ccwldl:t the Office by phu"e or by (I'AdIUMIal 11,111, V YOU have any question,, please. ,owdLt 151487.1395, to 5QCoQII , i 5'i ? 7 SO ?' Florida St')t,ros' &fect,e I)Ctone' 1, 2012, licensees licensed under Chapter 4 55, F. S, ITIUSL provide the De.rai-twerit with on ernad address if the, have one. The emads provided may be used for official -i—nunwition -al) the licensee, However e-mail addresses are public "eccrrd if you do not ,b to supply a personal address, please provide the Department with an email address which can 3e made available to the OuOhC, Ta determine I you are a hcertse- ,oa-, Chanter 455, P,", , please click U= Product Approval Accepts: 91MEEO Credil Card Safe https:ilfloridabLit1ding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbb 1 anlLF8nUuHQRApMgRc3A%3d%3d 616 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 INSTALLEI ION OF THE MAXIMUM SIZE LISTED. 3, 3NSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of !112 NHIHTHE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS IT , 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 SHIM{S)- MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8INCH. SHIM WHERE SPACE OF 1/16 INCH OR GRATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR IOtl COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE #8 SELF TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 318" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT- INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE 9. THROUGH FRAME INSTALLATION: FOR iNSTALLATiON INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT 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 ACORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 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 SPECIFIED 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-S5. 6. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSiVE STRENGTH OF 2000 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. 112" EDGE DISTANCE. F- ALUMINUM - MINIMUM ALLOY 6063 IS. MINIMUM WAIT THICKNESS OF VIE" MIN -112"EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. THE PRODUCT SHOWN HEREIN IS DESIGN€DAND MANUfACTUREDTO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/LS2/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. IX 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 INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REF! ECT 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 DOCUMEMIS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADS PER OR AHJ, 5, APPROVED IMPAC I PROTECTIVE 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 SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICALS HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36" 84" O/X 35 / -35 PEE NON IMPACT 38" 66" O/X 50/-50 PSF NON IMPACT 38" 74" O/X 50 / -50 PSF NON IMPACT 36, 77" O/X 35 / -35 PSF NON IMPACT 44" 62" O/X 50 / -50 P5F NON IMPACT 48" 72' O/X 35 / -35 P5F NON IMPACT 48" 84" O/X 20 / -20 PSF NON IMPACT 52" 72" O/X 25 / -25 PSF NON IMPACT 36" 83 75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48" 96" O/X (ORIEL) 20 / -20 PSF NON IMPACT 72" 62" O/X-O/X 35 / -35 PSF NON IMPACT 72" 84" O/X-O/X 35 / -35 PSF NON IMPACT 76" 62" O/X-O/X 50 / -50 PSF NON IMPACT 76" 72" O/X-O/X 50 / -50 PSF NON IMPACT 76' 77" O/X-O/X 25 / -25 PSF NON IMPACT 80" 74" O/X-O/X 35 / -35 PEF NON IMPACT 94" 74" O/X-O/X 30/-30 PSF NON IMPACT 108" 62, O/X-O/X-O/X 50 / -50 P5F NON IMPACT 108" 72" O/X-O/X-O/X 50/-50 PSF NON IMPACT 108" 84" O/X-O/X-O/X 25/-25PSF NON IMPACT Dgilaily 1,9r 0 Dy Hermes F N-1, IF Reason I aIn aPProw„9 lbls document FL#: F1.19715Dale20170615161108 -P404' Silvertino tylAnderSCFI W-MDOWAD60kA E SILAIIII E DRIE TN IIII-5 WICK, Piz 06WZ ah. (152) 415, 1" Z mob» Vi1-8 C)V) gzor o c, 3 F-'Z ULL x zLa Zm w=PI z T p m n N tU H 9 m JH q¢ w ID Q w3 c z a wr n v O M. 1111L11IV I m z o 3 IM un Z V) DWG #: SW0002 SHEET: 1 OF L MAX. FRAME Silvertine WIDTH 48" MAX FRAME WIDTH 48" tvAjidc TsmAtlil£ 4 4'K4 ztB £ 5 j A5 PP5 ZZn C) 0 z x T, MAX FRAME MAX FRAME z HE16HT 96" HEIGHT 96' o--- QUALIFIED CONFIGURATIONS z tiRnz ONFIG 5 FOR A ARCHTOPCURATIONLL 2901-4901 RATINGS, SINGLE UNIT CONFIGURATIONS ci V: K4 r7l A b 0 5 4 5 m V) ELEVATION ELEVATION Y) LIJ SINGLE HUNG WINDOW SINGLE HUNG ORIEL WINDOW z z MAX FRAM E_ MAX FRAME MAX.WIDTH z WIDTH 96" 108" Lu V) uiQUALIFIED CONFIGURATIONS w ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS o 0. 4 c 7 0 MAX FRAME HEIGHT 74" MAX. FRAME HEIGHT 84" foz 4c Z3: kt rTkI I- Q z V) ELEVATION ELEVATION 0 Z) Q Dwrl #: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 , W0002 SHEET: 2 OF 6 2" MAX. 1 y 11 MAX. FROM O.C. CORNERS {Ir ~I !~ I 11" MAX O.C. 2" MAX. FROM CORNERS NOSf AHALL 'UM,'OkEb `A YSFStiALlBEAf.(:i+GRED MA bOC AI HEAD. 7AM8.n D51LI ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2" MAX. FROM 4 1/2" MAX. CORNERS O.C. i AAX 2" MAX. j _ 4 1/2" MAX. FROMJO. C. CORNERS ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 4 1/2" O( 6" MAX FROM { 20" MAX. CORNERS— y ( i O.C' 6" MAX. FROM { }- CORNERS I 20" MAX. O. C. 6" MAX. FROM CORNERS f ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/ 12 3/4" MAX- O. C. MAX CIT 6" MAX. 1 FROM J CORNERS 1" MAX. FROM 6" MAX. CORNERS O.C. 6" M, Ot 1 X T 1" MAX 6" MAX. FROM ') O.C, CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM I- ( L 12 MAX. CORNERS I O.C. 16 1/ MAX, C. ANCHOR STRAP 6" MAX. P/ N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine b,. N-K T5E'i1 wi. oaxs•000xs ONE SStYE'RL21$ DR?VE NORTH dWJt35'MCK W 69SXli f7327 439 V w Z- o0, rn3 z CL a N LL p V z ¢ = LL W Z O z Z m S z h = p H tuj aau.' v iq mpa wpaT m aLu F' V- p 0 0T V) m Z O p H z u mH m z oW w p 2 F4K- NV 1 8 111ti ANCHOR STRAP o T 3- M u Z P/ N 50-2995-2 p p u SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWO002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW 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 i 0 A BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 I O.A. UNIT HEIGHT 1 1/2" MIN. EMBEDMENT 3/8" MIN. f EDGE DIST. 1/4" MAX. SHIM SPACE 1/4" MAX MIN, 3/8" EDGE DISTANCE SHIM SPACE ..-- SASH REINFORCING INTERIOR SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 6 B VERTICAL SECTION d J HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 _\ TTEXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 98 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 INTERIOR EXTERIOR OA UNIT WIDTH MIN, 3THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 4 JAMB - METAL STUD SHIM SPACEHI MAX. NAIL FIN S 3/8" MIN. j EDGE DIST. P a CONCRETE/MASONRY BY OTHERS 1 112" MIN, EMBEDMENT VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN 914 J 1JJ*I w•* if 1C T j; zc0 i3 uz J 0 o u VG #: SWD002 BEET: 4 OF 6 10 WOOD SCREW 3/4" MIN. INSTALLATION ANCHOR EDGE DISTANCE j 2X WOOD BUCK/STUD BY OTHERS 1/4" MAX. CONCRETE/ MASONRY - E SHEET 6 FOR Y OTHERS CAULK BETWEEN G - S C5EOEDETAILS SHIM SPACE 4' SEE REINFORCING CONCRETE/ MASONRY 5EE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE bLAZINb 1 1/2" MIN. DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS _ z INTERIOR PERIMETER SEALANT J _ f SHI MAX. BY OTHERS / SHIM SPACE 1 0 A_ EXTERIOR / INTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 E VERTICAL SECTION 5 HEAD - 2X 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. 11 \ 1/4" MAX- I PERIMETER SEALANT SHIM SPAC I BY OTHERS EXTERIOR FINISH Q,* t 1 1/4" MIN. BY OTHERS d + - EMBEDMENT PRECAST SILL BY OTHERS I a 3/ 36" ITW TAPCON ° a INSTALLATION ANCHOR a 1 3/4" MIN EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME EXTERIOR O. A. UNIT WIDTH MIN, 3THREADS PENETRATION BEYOND METAL STRUCTURE MIN, 1/2" 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 E HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO F4111 0000 4 0000- FRAME, HOLES PROVIDED 2 0000 2 0000- TO ACCOMODATE #14 DIA. 0. 500 0 0620 0. 5000 ) 2. 4 0. 7500(2)—J-3.0000(2)— 6.0000 ' INSTALLATION ANCHORS FROM ANCHOR STRAP TO 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. B. 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- 1/2" EMBEDMENT, MIN. 1" EDGE DISTANCE. Silver Line 1nfiJ1l3C' FSL'•.17 ObE SIiVENISPk ,RbE cqa n, aawa>wzcx. w osxz PN ( 1527 35. i0P V m 8 H m 4 0 v n z n F 3 z ovLL z ti z wI a> oQm vzlb ¢< m Z w m Z ° wpm a n w rv p . o 0T o 3 = M u Z o a V DWG #: SWD002 SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR o D SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE V INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/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-0/X), DESIGN PRESSURE *I- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE */- 50 PSF 108 X 62, (O/X-0/X-O/X), DESIGN PRESSURE ./-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE ./-50 PSF STEEL INTERMEDIATE FRAME '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 t/- 35 PSF Silverline 1,AFxkfsefiNOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLYWITHSAFETYGLAZINGREQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. a »' •' o ONE Sii ERt LNE CRS'vE oan Bawuma. w oascz ve. pk2) a35tua 5/8" O.A. I.G. GLASS a U m Ho Q eZ O'oz' o allo. O EXTERIOR INTERIOR 5 In Z to b H z D W . z m 4 MIN. GLASS w z m w mu SITE 112" w 0iUZ 2 1/8" SETTING BLOCK z w \= oca F- GLAZING DETAIL i o 0 NOTE: 1. 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. D.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 I 2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS BUCK INSTALLATION DETAIL O¢ V'. a/ yix yr- ``r-- 111111j11 A u mz oN 3 =i Qz 0 o v V) DWG #: SW0002 SHEET. 6 OF 6 3/7/2018 t Florida Building Code Online BCtS Home Log In User Registraton Ldt' i t"(,',J h, Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC[S Site Map Links Search E' n.,1 .,,, .,, > il .<; .I :>: ,t _2:' ,..'i > ar I i . a . r, .sr > Application Retail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com 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 J. King, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20461_R3_C01_(d) C rtiHca e of Indepgndence.pp lf Standard Year 101/LS.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbb 1 anILF8nUuHQRApMgRc3A%3d%3d 1 /6 3/7/2018 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval 12/13/2017 12/13/2017 12/21/2017 Date Approved 02/13/2018 Summary of Product?ts,, Go to Page Page 1 / 2% FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "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 20461.1 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.) 20461.4 d. 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 20461.4 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.) 20461.5 e. Therma-Tru Fiber -Classic and Smooth -Star Installation Instructions FL20461_R3_ti (g)Inst20461.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(d)Eva[ 20461.1.pdf 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 configurations) Installation Instructions FL20461_R3._II_(g) Inst 20461.2.pr ff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELU461_R3_Af _(} ,Eva l 20461.2. pf 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 FL20461, R3_II_(g) In t 20461.3,pdf Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports al204§ 1.3.pgf Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461_ R3_U_(e)Inst20461 4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FFL20461_ R3-_AE_(d) Eval 204UA.p9f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions FL 4 1_R3_I[_(g) Inst ZD461 p,qf https:// floridabuiIding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbb1anILF8nUuHORApMgRc3A%3d°/a3d 2/6 3/7/2018 1 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.5 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.E f. 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 20461.6 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 "J" 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. 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 20461.8 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 "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 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 20461.9 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.) 20461.10 j. Therma-Tru Fiber -Classic and Smooth -Star Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(d) Eval20461.5.pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL204 1_R3_IL1_(e) Inst 046.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461._R3_AE_(d) Eval2 461.6.pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL 4 _RJA_(g) Inst 2046L7.p_fff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3_AE_(d) Eva1 20461.7 pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL 04 1_R3_II (e) Inst 046L8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(d) Eval 20461 8 pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461_R3_II_(e) Inst 20461.9 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(d) Eval 20461 9 pdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R3_II_(e) Inst 20461.10.pdf 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 20461,10 for Design Pressure Ratings, any FL20461__R3_AE_(d) Eval 2Q461.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbb1 anILF8nUuHQRApMgRc3A%3d%3d 3/6 3/7/2018 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.) 20461.11 k. 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 20461.11 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.) 20461.12 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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. 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 20461,13 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.) 20461.14 n. 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 20461.14 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 20461.15 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 or painted within six months of installation.) Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL20461_R3_II_(e) Inst 204 IA1.p ff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(d)Eval20461A1,pdf Created by Independent Third Party: Yes Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461,_R3_II_(g) Inst 20461.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R AE_(q) Eval 204E1.12.pdf Created by Independent Third Party: Yes Nominal TO "Non -impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions F_L2a4—1_B3_L_(t)Inst 204t'1p!JP Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1_20461_R3_AE_(d) Eval 20461.13.pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FI-20461_33_ II._(e) nst 2046 14.Pc,(f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2Q461A(z_(}a1204E1,,14.pdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions F 4 _U_!I_(e)hst 20461.15.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R3_AE_(¢) Eval 20461.15.pgf Created by Independent Third Party: Yes 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblanILF8nUuHQRApMgRc3A%3d%3d 4/6 3/7/2018 Florida Building Code Online or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R3_II_(e) Inst 20461.16.pdf 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 20461,16 for Design Pressure Ratings, any F1_20461_R3_AE__(d) Eval 20461.16.pdf 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Transom (Inswing/Outswing; O/X N configuration) Limits of Use. Installation Instructions Approved for use in HVHZ: No FL20461_R3_II_(e) Inst 20461,17.pdf 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 20461.17 for Design Pressure Ratings, any FL20461_R3_8E_(d) Eval 20461,17.pdf 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.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) and Transom (Inswing/Outswing; O/XO, O/OX or 0/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R3_11_(g) Inst 20461.18.pdf 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: INST 20461.18 for Design Pressure Ratings, any FL20461_R3_AE__(d) Eval 20461.18.pdf 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 "I" part numbers for these' doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass _.. Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R3_II_(e) Inst 20461.19.pdf 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: INST 20461.19 for Design Pressure Ratings, any FL 04 R3_AE_(d) Eval 04 1.19.pdf 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 "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R3_II_(e) Inst 20461,20.pdf 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: INST 20461.20 for Design Pressure Ratings, any FL 4 1_R3_AE__(d) Eval 20461.20.pdf 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation,) Go to Page Page 1 / 2 l https:t/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbbl anILF8nUuHQRApMgRc3A%3d"/o3d 5/6 3/7/2018 Florida Building Code Online Contact Us :: 2601 Glair Stone Road, Tallahassee FL 32399 Phone: 85q-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(t ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: taa *0 @4.kec±, Credit Cara Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbb 1 anILF8nUuHQRApMgRc3A%3d%3d 6/6 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C F.O. Box 230 Valnco, FL 33595 Phone813.659.9197 Florida Board ot'Professional Engineers Certificate of Authorization No 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Or Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing f 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 by No. FL-20461.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prey 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 Signed b Testing Evaluation Lab.,lnc. V.K. Wright Testing Evaluation Lab.,Inc. V.K. Wright Signed & Sealed by Lyndon F. Schmidt, P E. Signed & Sealed_y Lyndon F. Schmidt, P.E. 10H E M j' sir w. No 43409 •' O'•. STATE OF • U: Lyndon F. Schmidt, P.E. FL PE No. 43409 12/712017 Sheet 1 of 1 r 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 6th Edition )2017) Florida Budding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" )HVHZ). 2. Product anchors shall be as fisted 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 some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering anot0s by a licensed engineer or registered architect. 5. Fiber-Clossic & Smooth-Stor Door panels require the use of "P part numbers and must be stained or pointed within six months of installation. TABLE OF CONTENTS DESCRIPTION 37.75" MAX O.A. FRAME WIDTH J I z 3 d C; 05 O f_ t a LL DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch & Deadbott 70.0 75.0 67.0 67.0 x Muitipoint 80.0 80.0 80.0 80.0 See Sheet 3 for Hardware Specifications IL W 0 O; — as f r- 6 a o M z Em i MZti m U 9 oa 4a maam oC6z JW Ja DAIS: 5126116 N.T.S. DWG. BY: JK GHK. W: LFS axvrsNG NO, FL-20461.1 sHm i or 11 COMPOSITE HINGE SALE CAP (ENGINEERED WOOD) EXTERIOR 1.199' - — COMPOSITE CAP INTERIOR LOCK BLOCK STILE 12,5' LONG LVL) )ENGINEERED WOOD) HORIZONTAL CROSS SECTION 36.9'MAX. PANEL 4) E3 E3 z 00 DOOR PANEL 35.81 YMAX. DOOR PANEL WIDTH O 2 z 00 DOOR PANEL 41 ) Hybrid Doa Ta R W COMPOSITE CAP MPOSIfE HINGE STILE INTERIOR LOCK BLOCK —1. CAP )ENGINEERED WOOD) (12,5' LONG WOOD) (ENGINEERED WOOD) 35.813"MAX. DOOR PANEL WIDTH 4 2 42 DOOR PANEL HORIZONTAL CROSS SECTION TOP RAIL COMPOSITE/ENGINEERED WOOD) FOAM CORE ------- fPOLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN o J0.073" THK.) 6 vfl M BOTTOM RAIL 1.71" —1 (COMP.) 1.7 1" 0— Z Z 00 Z* E. 3 wo 0 0 Q cw o n 5 '6 0 C, m tolz mc Li 1 d VERTICAL CROSS SECTION // 4 VERTICAL CROSS SECTION F-m- -5/26/lf FFi N. ET. S. D*G. BY, JK L'Sc"K, fry; LFS FL-20461.1 wo --2 or 11 1 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: FSI SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOiNT:MPDGART THERMA-TRU) 3 pt. Manual Tongue) Illlfl 111111E 7tot 12, 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. J nZ P U tnH .. 2 mi0gO CC 5 6L maa4 O Ja M N.T.S. EFYJK BY. LFS WM W, FL- 20461.1 ET 3 - 11 JK om z Z a: o on m oz U. z E o . Quomco1L5zm O. D- E oz 4i Q 0) Um EXTERIOR INTERIOR noclno 1. 15" MIN. d VERTICAL CROSS SECTION 2XB.ck EMB. JTYP.) zw q Shown wl Outswing shown (Inswing simian) ok Y 0. 1 S'C-SINK 0,15"C-SINK IMP) JTYP) D VD Ln d INTERIOR INTERIOR NOW> z S wcr L EXTERIOR 24 EXTERIOR 40 41 42 1-) /4" MIN. WE: 5/26/16 sc,-E N.T.S. EMB, JTYP.- EMB. (TYP.) DwG. w HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cx, LFS Shown wl A Buck 4 Shown wl 2X Buck DRAWNC Oulswing shown linswing similar) Outswing shown (Inswing similar) FL-20461,1 IS-EV 4 o o m O Wu z 1 X Buck to be secured to masonry by others o m 6 o N z Z Q Eo n$ c W a a ra O tomaaZ oz6 7 C Wo a EXTERIOR l INTERIOR J Cr 1 VERTICAL CROSS SECTION co0 x Shownw/ 1Xsub-buck a Z. Oulswing shown (Inswing similar) a 5 sm a onaE W O =0 it Q 0 C. Q c) i 1 1 1 5 I n1,111 INTERIOR INTERIOR 7 t'} it 7 1 Q L I w I RMW I a o 23 , 24 1 EXTERIOR EXTERIOR a ro 40 41 42 40 41 42 27 0A1-1/4"MIN. 29 1 1-1/4"MIN. Q DATE 5/26/16EMB. (TYP.) EMB. ITYP.) scvc: N.T.S. DWG e, JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION C- a,: t S Shown w11 X sub -buck Outswing shown (Inswing similar) 5 Shown w/ I X sub -buck OutswWig shown (inswing similar) 6U.1W r+o. - Ft--20461.1 SHECT S OF-! 1 8 ogg. r n y MAX. MAX. W% w 6a nc Z 40 41 42 40 47 42 c 4 ; 56 r o i a? EXTERIOR INTERIOR EXTERIOR POERIOR c a b z i VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION o 6 Shown Direct to Masorvy 6 Shown Direct to Mosonri o w Outswmg only w/ 4-9/ 16' jamb -- Outswkng only w/ 6-9/ 16 jamb o > do DIRECT_ TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF YU W ti_ w/ SECURITY STRIKE _ ± 65 PSF m v oQN 4 0220 Q N Ilk X R d Q C -C t7-1, INTERIOR 40 41 42 I f / , A I tf ^ j o N u> zp INTERIOR m\, u\\\\\, Q r- commNLiiii } Il 40 41 42 H o Q n M Nl 1- 1/4"MlN. EMB. ) TYP.) w i EXTERIOR - E - 11 EXTERIOR E z l 11/4"MIN. 1-1/4"MIN. ----- (M) 1-1/4"MIN. q 5126116 iiEMB. (TYP.) —` EMB. (fYP.)it—-F-- EMB. )TYP.) T.S6 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTIONrFL- 2016 x b Shown Direct to Mason b Shown Direct to Masonry Shown Direct to Masonry IFSrj bShownD'uect toMasonry Ouiswing only w/ 6-9/16' jamb Outswing only w/ 6-9/16' jamb ,m.:Oulswing only w/ 4-9/16'jamb Outsw ng only w/ 4-9/16' jamb6 or i 1 Notes: I. SNI Item It's 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1/7' pfh screws at each end. Sill Item Ws 16 & 33 are attached 10 jambs w/ (2) M8 X 2-1 /2" pth screws at each end. Sill hem N 15 is attached to jambs utilizing (2) # 10 X 7' pph SMS at each end. EXTERIOR SEE NOTE i INTERIOR-T77-W-,-,I- EXTERIOR SEE NOTE 1 o > G > a a a a a p L' VERTICAL CROSS SECTION J Inswing Sill INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing Sill EXTERIOR SEE NOTE 1 d., h n 10lj n X. INTERIOR EXTERIOR uH Z 0 0z0 U l0 vZ d qxO m o J t0oa m a a E 0z 3334353637t ,v 8 110. SEENOTE144< n o J p INS O o WU 2CC3 N U c 2 a, 122VERTICAL CROSS SECTION OI a Oa V) 7 Inswing SIN INTERIOR 4 VERTICAL CROSS SECTION 7 Public Access SNI re N. T.S. ey: JK er: LFS W04 NO.: FL-20461. 1 n 7 or 11 X 0 *2 1=U: N? z° 13) PFH WS/ JAMB TO HEAD DETAIL o n m z° zEimm° OW a Y f 5 L amaam O E oz 4" (TYP.) —j i..— q" (TYPI, _.._. ;....._. o° 'Jd U' z 0 ZA U A p L 2X BUCK HEAD & JAMBS @ HEAD & JAMBS J 1 X BUCK b W mTYP.) TYP.) SUCK M DIRECT TO N MASONRY m 2X BUCK —. j a 60 PSF MAX 80 PSF MAX FRAME HEAD a JAMBS a a TYP.) rm Ic: U 4 2 O I O f 0 vU 2p Z O WWL In2 WOO Vl QWLa O a n ^ MASONRY o mP) 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING ZN z SCAM N.T.S. ° 5 mrc er: JK m a«. BY: LFS 3 DRISW NO, FL-20461.7 0 SKEET 8 OF 71 ` Ifz Z z 4 e 00 28 f 0 PV > r _ham 2X BUCK I III% eo SEE HiNut Z 0 90 0 DETAIL P.) 0 n zIxBUCKG 'i z DIRECT TO iz M n26 Em Km 2 0 MASONRY X0 9 Cw 00. maaw 2X BUCK 25 z 0 I X BUCK SEE TONGUE G -0 2 STRIKE DETAIL tL 2X BUCK Ell DIRECTTOm (Typ) MASONRY - 0 IXBUCK G o 0 LATCH d DEADBOLT DETAIL N m N DIRECT TO M Kw*.set MASONRY Euj SEE LATCHJTONGUESTRIKEDETAIL2XBUCK L & DEADBOLT MuTpoInT[0cv DETAIL SEE LATCH IXBUCK G DETAIL DEADBOLT 0 DIRECT TO M SUB STRIKE 0 MASONRY PLATE I28 2X BUCKMI8IXBUCK 4- z DIRECT TO n22 WqJAMB HINGEJAMSSTRIKEJAMSLatchandDeadbolt Multipoint Lock 2X BUCK 25LMASONRYz z IXBUCK G a 9 27 z DIRECT TO m q MASONRY 2X BUCK LATCH & DEADBOLT DETAIL w LATCH DEADSOLT DETAIL 29 -- IXBUCK Mulfiont Lock nk SchbW /* DIRECT TO - - - - 0 MASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH & DEADBOLT STRIKE DETAILS -0 DIRECT TO 24 % 23 Standard Deadbolt StrikePlate) MASONRY - - - - -- N51 z DEADBOLT STRIKEDETAILS HINGEDETAiL SCALL N.T- S. Security Deadbolt Strike Plate) OWG. ftJxm CHK. sy LFS DRAWING NO.: FL- 20461.1 I truavirg 8aslc Composite Adjustable Sill 7- 1 IT 4.W MRM= INSWING THRESHOLD Inswing Moderate teSil)-3/8" THRESHOLDH ,f* 1Moderate - I e -14 5.75' I*)- INSWING I., I11sic 11"HO111014"" I Q.. 4. W 2, 36--1 N' W"'r 1 THRESHOLD 1. 11,17 Sill 4. 56- 5.83' INSWING THRESHOLD fib OUTSWiNG THRESHOLD Inswing Composite Adjustable Sill Composite SIB 5, 77' 4.56* INSWING THRESHOLD LLL 1 VwMng basic Composite Adjustable Sill TNO MRE1110 CITYCp5mleI6. 0(' C5 C5 ff WINGIHIM1 1 PUBLIC ACCESS THRESHOLD IA'. Them)al Break) c7rlu 1. 79" in 1. 92- 1 512 611 L6 SC&E: N.T.S. DWG' BY: J K Ow. BY; LFS 0 WElp ( O) — DRWW, NO, FL-20461. 1 11111 nUiii BILL Of MATERIALS Bill Of MATERIALS LW n w' Z6oew01-0 O t0Z o i <. a a Em 3 ° a ma C W P n d d° a maamo i 4C p aZ X C W a Ja ti o Q a w uo a J 18 OUTSWING THRESHOLD ALUM/COMP a 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 X 1 PFH WOOD SCREW STEEL 4 On o 20 O CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the Comers may be adjusted to maintain the min. a eedgedistancetomortarjoints. 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 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. w a 3. Concrete anchor table: rc n NZ z v a>E 5126116 z N.T.S. ° owc. er: JK anc. BY.. LFS 3 WOOD SCREW lNSTALtAT10N NOTES: nP4%V#. Lao, 1. Maintain a minimum 5/8"edge distance, I" end distance, & 7"o.c. spacing of FL-20461.1 - wood screws to prevent the splitting of wood. shm i 1 of 1 1 REM # A DfSCRtPTION 1 X BUCK (SG >= 0.42J MATERIAL WOOD REM # 2S DESCRIPAON 8 x 2-1 /7' PFH WOOD SCREW MATERIAL STEEL B C 2X BUCK {SG >= 0.42} 1 /4" MAX. SHIM SPACE WOOD 2b 27 8 x 5/8" PFH WOOD SCREW LATCH STRIKE PLATE_STE_EL__ STEEL_ _ D____ 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 ACl 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 2$B DEADBOLT STRIKE PLATE {SECURITY) STEEL G J 3/16 X 3-1/4" ITW CONCRETE SCREW i /4' X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL STEEL 29 30 4" X 4" HINGE LATCH 8 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL ALUM/COMP M N 10 X 2-1 /T PFH WOOD SCREW {l.i S" MIN. EMBEDMENT) 3/1 b" X 2-1/4" ITW CONCRETE SCREW 3Jl b" X 2-3/4" ITW CONCRETE SCREW_STEEL STEEL STEEL 31 32 33 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM} INSWING THRESHOLD INSWING THRESHOLD ALUM/COMP ALUM/COMP ALUM/COMP 1 JAMB {FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 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 {USEw/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP {USE wJ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 lb 17 PUBLIC ACCESS THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD _ ALUM ALUM/COMP ALUM/COMP 40 41 42 DOOR PANEL {BOOK) DOOR PANEL (HYBRID) DOORPANEi{Ul) ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY 70 ADJACENT EDGE ANCHOR ITW T74" 1.1J4" T' 4" TAPCON ELCO T/4" 1-T/4" 1" 4" UtTRACON 1TVJ ® 3/1b" T-T/4" AS SHOWN T•1/2" TAPCON tt n u l hrr,r THERMANTRUe DOORS = N:• z " Z be Fiber -Classic. & Smooth -Star, i ° 2" m 2 11 lfit SS zo n z o o n z 37.75' MAX. _ 1D 0 6 FRAME WIDTH ) g L o2. o m COMPOSITE EDGE = a00. OPAQUE FIBERGLASS SINGLE DOOR az CW 4 INSWING/OUTSWING NON -IMPACT' z~ Upz c o z Q 3 d 3n ao 0wOzoS x QO D to r=- W N -..i W GENERAL NOTES a _ 1. This product has been evaluated and is in compliance with the 6th Edition LL < X < a 2017) Florida Building Code (F8C) structural requirements excluding the H gh a a Velocity Hurricane Zone" (HVHZ). >< x >- m 2. Product anchors shop be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. z m tj O4F 3. For 2( stud framing construction, anchoring of these units shop be the some as o ti that shown for 1( buck masonry construcfion. N z N z 4. Site conditions that deviate from the details of this drawing requite further w o rn engineering analysis by a licensed engineer or registered architect. a 5 Le 5. Fiber -Classic & Smooth -Star Door panels require the use of "J' part " W numbers and must be stained or painted within so(months of installation. o W r ao TABLE Of COIMNT5 w SHEETS l7 ESCR)PiIOH... --— n 1 Typical Elevations. Design Pressures & General Notes 2 Door Panel Details o 0 3 Elevations z 4 Horizontal & Vertical Cross Sections 12X Buck 5 Horizontal & Vertical Cross Sections (1 X Buck) a+TE 5126116 6 Horizontal & Vertical Cross Sections {Direct to MaSom/) scvE N.T.S. 7 Vertical Cross Sections (thresholds) JK m 8 Buck & Frame Anchoring CM. er: LFS ? 9 Hardware Details See Sheet 3 for Hardware Specifications DwAwwc No.: a 10 Components 11 BB of Materials FL-20461.6 aN sn¢7 1 or t t LOCK CONNGURATION HARDWARE CENTERLINE LOCK HARDWARE DESIGN PRESSURE {PSfJ INSWING DESIGN PRESSURE {PSF% OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 5-1/2" Latch &DeadboN b0.0 b7.0 60.0 b0.0 X T2" Latch a DeadboN 67.0 b7.fl 67.0 b7.0 x N/A MuNipoint SOA 50.0 50.0 5fl.fl jj O.T COMPOSITE HINGE STILE AP t EXTERIOR 0.4W COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE rAP j:) HORIZONTAL CROSS SECTION 2 36.0" MAX. DOOR PANEL WIDTH 1 6 DOOR PANELBOOK 35.813"MAX, DOOR PANEL WIDTH DOOR PANEL D. 35.81 YMAX. DOOR PANEL WIDTH RPANEL EXTERIOR 2--\ HORIZONTAL CROSS SECTION z 1 I . . E Z c* Lq o j, o- a, C, TOP RAIL COMPOSITE/ENGINEERED WOOD) 15 o FOAM CORE POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR U) Z7 ow 0 11 Z 64Z8 6 00. inM, o FIBERGLASS SKIN 0.087- THK.) BOTTOM RAIL o COMP.) 3—'VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION oA 5126116 2 2SCALE N.LS. DwG. BY: JK CHK BY, LFS DRAWNG NO, FL-20461,6 SHEET _2 Of -1—1 ttt I11A1((JJJ 0 9 n a IIiI•'•.... .-•'•yJ a.Nro zZ Z o m 6 O r) 2 n m U or O 1 P mti co cw n M 5 O L m tD ddli E 4c O E vZ c 41 n° Jd HARDWARE TABLE MANUFACTURER MODEL vx. IN fill%, 1 X Buck to be secured to Z 0 W 0 z masonry by others u zE 5 5 6 o oLIa: o' L z EXTERIOR INTERIOR z' 0 VERTICAL CROSS SECTION Shown / I X sub-buOutswingshown (Insc,ing similol E C4 QC T_ U." 6 7 cl z INTERIOR INTERIOR cl E Z_/ EXTERIOR44 EXTERIOR 27 1- 1 /4" MIN 1-1/4!'MIN. DATE: 5/26/16EMB. (TYP.) EMB. (TYP.) smz N. 7, S, HORIZONTAL CROSS SECTION r3 HORIZONTAL CROSS SEC77ON D'G af JK C K - B1, I FS Shown w/ I X sub -buck Shown w/ I X sub -buck DR W.G .0 — a Outsvving shown (InsvAng similar) Outswing shown jinswing similar) FL,-20461.6 INTERIOR rl-'VERTICAL CROSS SECTION Shown Direct to mosopr y. Oulswing only w/ 4-9/16'jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE; 11 _ w/ STANDARDSTRIKE47 PSF w/ SECURITY STRIKE 55 PSF e_) TEKiOR INTERIOR 4 VERTICAL CROSS SECTION Shown Direct to MoMq Outswing only w/ 6-9/16 jamb rn < I nc INTERIOR 40 41 42 INTERIOR M Mo M 4 I - I /,f- MIN. X EMB. JTYP.) tl EXTERIOR EDE DEXTERIOR 1- 1/4 NUN. 1-114- MIN. EMB. ( TYP,) EMB. TYP.) r2 HORIZONTAl CROSS SECTION r3 HORIZONTAL CROSS SECTION r5 HORIZONTAL CROSS SECTION 6 Shown DirecttZ Masonry Shown Direct to Mason Shown Direct to Masory Outswing only w/ 6-9/16 jamb yyOutswingonlyw/ 4-9/16'jamb Outswing only w/ 4-9/16'jamb MAX, A, L - um Pi fill 111 0 0 0 r UN ) z Lzo— 0' z 0 ---- 0 V) 0 Ma6 z u 1- 1/41"MIN. —DATL 5126116 EMB. ( TYP.) scl: N.T.S. 6 HORIZONTAL CROSS SECTION Dv - Shown Direct to Mac"x. BY: LFS Outswing only w/ 6-9/16'jamb DPAYrM W. FL-20461.6 SHEET _j6_ OF Notes: 1. Sol Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7 pth screws at each end. Sol Item #'s 16 & 33 are attached to iambs w/ (2) #8 X 2-1 /7' pfh screws at each end. Sill Item # 15 is aflached to iambs utilizing (2) # 10 X 7 pph SMS of each end. INTERIOR SEE NOTE 1 EXTERIOR n +° n o ° • a 1 VERTICAL CROSS SECTION 7 Inswing Sill INTERIOR - EXTERIOR 41 42 q 33 34 35 36 37 SEE NOTE 1 E i VERTICAL CROSS SECTION 7 Inswing Sal EXTERIOR I/ - INTERIOR EXTERIOR )//W7A- INTERIOR SEE NOTE 1 r3 VERTICAL CROSS SECTION Outswing Sol SEE NOTE 1 111111i 1A//// Z i 1Y' y.• 00 It 111, 11 1DOn i Q. •• P O A E 2 O Z am ua O 9 a w 5 ci IL maa s 4a E $Z o - TTT-] O no p Z a+m; 5126116 SCAU; M.T.S. owc. an: JK ox. fry: LFS 4 VERTICAL CROSS SECTION DROW. "D' 7 Public Access Sol FL-20461.6 snc[T 7 of 71 Nj j J I z 3)#8x2-1/2 JAMB TO HEAD DETAIL o n 9 z° TYP.) o a U x z a o' W Z m o U Oo n M 56La maa 4 Olz 1 Z X z f v a D HEAD & JAMBS D HEAD & JAMBS oL2XBUCK ah w!s W TYP.) PP.) BUCK J 1XBUCK a ¢ 2X BUCK 2X BUCK M DIRECT TO oMASONRY m FRAME HEAD & JAMBS a a mTYP.) 50 PSF MAX 70 PSF MAX 2 m z oA Q? O az+v N TO vO Nz o 41 MASONRY) TYP.) 2X BUCK ANCHORING i MASONRY TYP.) 2X BUCK ANCHORING q q a OWil ~ l Iaa z n^ r' w z Q ra N Oz u DATE 5126116 i FRAME ANCHORING SCALL N.T.S. DK• BY: JK cNK. BY: LFS 3 DRAwwc NO.: ° FL-20467.6 a swx 8 or 17 , 0 0 iS J!:- 0., SEE HINGE z Din DETAIL fTYP.) c6 00aC. 6 t; -6 28 02XBUCKZ0ODL0nzL) 0 IXBUCKG0z2 X zi DIRECTTOE o z m f 'n - ; 6 BE 0C) SEE TONGUE :3 MASONRY00 0 STRIKE DETAIL m 0: 0. C 6aiC) uiITYP.) C, C6 2X BUCK C Li IXBUCK 6 DIRECT TO M I, g MASONRY 7 W - 0 0 - 0 LATCH A DEADBOLT DETAIL E. ) o .,o Kw* set I 2XBUCK L SEE LATCH XBUCK G DEADBOLTDETAIL SEE LATCH DIRECT To m MASONRY 000SEELATCHDEADBOLT0 2X BUCK L DETAIL 00 a & DEADBOLTDETAIL IXBUCK G TONGUE STRIKE DETAIL DIRECT TO m Muttipoint Lock MASONRY SUB STRIKE PLATE 28 STRIKE JAMS STRIKE JAMB HINGE JAMS STRIKE JAMB W 8 Latch and6dboltMultipointLock2 , Latch end Deadbott 2XBUCK L z 5-1/2" ON CENTER IT ON CENTER 1XBUCK G mat n 2X BUCK DIREC T TO M IXBUCK MASONRY L 2X BUCK 8 DIRECT TO 88 29 Z ot MASONRY G 1XBUCK DIRECT TO m DIRECT TOMASONRY LATCH A DEADOOLT DETAIL, LATCH & DEADSOLT DETAILMMASONRYMultipointLockscwgez0 gz 5126116 zLATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS 4--- MULTIPOINT LOCK STRIKE DETAILS SCAU: N.T. S. pec-urity Deadboli StTikePlate) HINGE DETAIL DING. of: JK CHX, BY: LFS 3: DRA"G NO.: Ii FL-20461.6 SHW 9 OF 4.W LMMMG EIIIIr3 5.75' NIIYI,NG THRESHOLD Moderate C to S! 1-3/9' irk THRESHOLD SO jq', INSWING THRESHOLD Acqustoble Sig 7.59" 7 V=M-IeSA 5.75" 36)INSWING IHREI,4010 Inswing B. '.."14' SO INIWIN (j,. G THRESHO LD W SO INSWING THRESHOLD 32, Composite Adjustable SO 7 PUBLIC ACCESS THRESHOLD tw SWEEP Xt 4,56' z 2.36- Z0 0 0 z0n jj IVD IAMB 0 zo zamo 6 wOC. c 5.W c z0 o lid nIHREIHQID m 4.56" 0 0 COU' THRESHOLD 8' Col'.ITWAI SO Thermal Break) 2.W rj(C5SWEEP 12 DATE 5126116 N. T. S. Dwo. BY: JK CMK. SY: LFS DRWHG NO.: FL-20461.6 Sit 10 OF _I I BILL r t: ' n 1' i •'- c w z u w n z 6 m o on.. Z Y U Z S g L D D 9 UZ. V 9 w God maam 4vz W O Ja O FV W gm W m o r J m 0 o o a a m c U Z m pO N2 Op NV) CONCRETE ANCHOR NOTES: h W z I. Concrete anchor locations at the comers may be adjusted to maintain the min. e LA L. edge distance to morlor joints. MAX. w p 2. Concrete anchor locations noted as ON CENTER" must be adjusted to W maintain the min. edge distance to mortorjoinis, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. p 3. Concrete anchor table: a iS i N n r q O zNA+ rs: 5 26 7 6 ELCOscut N.T.S. DWG. BY: JK m cwc. air: LFS 3 WOOD SCREW INSTALLATION NOTES: No- 1. Maintain a minimum 5/8" edge distance, )"end distance, & I"o.c. spacing of FL-20461.E a wood screws to prevent the splitting of wood. m sHcc 11 air 17 Of MATERIALS BILL Of MATERIALS ITEM M A - DESCRIPTION 1 X SUCK (SG >= fl.42) MATERIAL WOOD REM t 25 DESCRIPTION x 2-112" PFH WOOD SCREW_,. MATERIAL STEEL B 2X BUCK (SG >= 0.42) WOOD_ 8 x 5/8"PFH WOOD SCREW STEEL 1 / 4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL C_ D 114" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DfADBOLT STRIKE PLATE (STANDARD) STEEL f 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 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE LATCH & OEADBOLT STRIKE PLATE {TONGUE SYSTEM) STEEL ALUM/ COMP J1 /4"' X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 L 10 X 2-1/T PFH WOOD SCREW {1.15" MIN. EMBEDMENT) 31 MULTIPOINT STRIKE PLATE {TONGUE SYSTEM) - ALUM/COMP M N 3/ 16" X 2-1 /4 ITW CONCRETE SCREW 3/ 1 b" X 2-3/4 ITW CONCRETE SCREW STEEL STEEL STEEL 32 33 INSWING THRESHOLD INSWING THRESHOLD ALUM/ COMP ALUM/ COMP JAMB FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM INSWING THRESHOLD ___ _ ALUM/COMP 7 WEATHERSTRIP )LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 -- SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP SWEEP { USE w/ MODERATE CLIMATE THRESHOLD] VINYL 38 INSWING THRESHOLD ALUM/COMP SWEEP { USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP r,7PUBLIC ACCESSTHRESHOIDALUM 40 DOOR PANEL (BOOK)OUTSWING THRESHOLDALUM/COMP 41 DOOR PANEL (HYBRID) OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) 18 22 OUTSWING THRESHOLD 8 x 3/4" PFH WOOD SCREW ALUM/ COMP STEEL 23 10_x 3/4" PFH WOOD SCREW STEEL 24 10 x I" PFH WOOD SCREW STEEL ANCHOR TYPE ANCHOR SIZE MIN, EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE 70 ADJACENT ANCHOR ITW T/ 4" T-1/4" T 4" TAPCONULTRACON® ITW s 3/16" T•1/4" AS SHOWN 7.1/2" TAPCON CITY OF RDSFu FIRE (,')FPW4T1"1M'NT Building & rhv Preveittion Divi.vion ffRiVII T A PPI- IC14 TION Application No: Documented Construction Value. $ 7500 Job Address: 2862 DIPPER CIRCLE Historic District: Yes[ —]No[] Parcel ID: Residential Commercial Type of Work: NewFv]Addition1:1 Alteration[:] Repair Demoll Change of U,sc1:1 Nlo%,CH Description of NVork: NEW SINGLE FAMILY HOME CONSTRUCTION Plan Review Contact Person: Phone: Title: Email: Property Owner Information Name DAVID WEEKLEY HOMES Phone: 713-963-0500 Fax: Street: 1111 NORTH POST OAK ROAD City, State Zip. HOUSTON, TX 77055 Name BRIAN SPEGAL Street: 1767 BENBOW COURT Resident of property? : Contractor Information City, State Zip: APOPKA, FL 32703 Phone: 321-256-1234 Fax: State U,icensv No.: CFC1 428683 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: NVARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCF'vlEN't',NIAN'ItFSUI.'I' IN YOUR PAYING TWICE FOR IMPROVEW,;NTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT NIUST BE RECORDED AND POSTED ON TIDE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN' FINANCING. CONSuur NVITI'll VOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONINIENCENTEN'T, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that do work or installation has commenced prior to the issuance ofa pennit and that all work will he performed to meet standards of all laws regulating, construction in this jurisdiction. I understand that a separate perinit must be secured for electrical work, plumbing, signs, tr elEs, pools, furnaces, boilers, heaters, tanks, and air conditioners. etc. FUC 10S.3 Shall be Inscribed svith the date of application and the code In effect as of that (late: 6"' Edition (2017) Florida Building Code Ro iwd biluar" 1, 2018 fl'7"71111 Aprjtowll Np [ IC f, In addition to the requircnicitu, ar' this pcnoit, there may bt: additional ra:+trietions apphclablc to thii tropet-tv that ,idly Esc fecund an the public recerds of this coxuny, ,and (here tnay be additional permitspits required fi om other gars enulw:ttsal ethnics Such 14 l;uer taalatrt.enlerit districts, state agreticics, t t'edt:lal tavc llcies. Accept€ flue of permit is verifflication that i w'Ii1 notify file owner of the property of the rckillIretncIts o' Florida I.iell [.I w, FS 711. The City of Sanford requires payment oft plan re-, lecv !ec at the beets of pet-lllit aubtnittal. A copy of the executed coniraca is required III ot'der to Calculate it plan review charge and 4Vlll be comiidered the et tinixQd constmetioli `.°alue of the: job at the time (it htlhil'lulal. The actual construction Value will be Natured hosed on the current [CC Valuation TaMe ill eSleet at tits tints the herinit is issued, ill accordance with local ordinance. Should calculated charges Figured off the executed contract exceed file actual} ctnrsrruction value, credit will be applied to your permit fees when the pennit is isstted, OWNER'S AFFIDAVIT: t 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. Si6vwtm: ol`0 ,m;rtApctat r3attc Priial 0%tm:0Agctlt's S aric tiiezti:uurc of Noatry-Slate of Florida axis Cks I> apt Strflhiiiia: tai'('mti.a.tvi!A poi: Pat,; „....,. 1'nnI C'r ntr;iacar'.il;ctli'a t`ut`unl4 f,^ KEVINM.CLARK ttniary public • State of Pturit A tt 0—issian 7 GG 2t6823 Ity Comm. Expires lug 12, 2021 30NO through t4lianal Notary Assn, Owner/Agent is Personally Known to ?vle or Contractor/Agent is Personally Known to Me or Produced ID Type ofIfs Produced ll) Type of lD BELOW IS FOR OD ICE USE (")NI.. Y. I'crrnits Required; Suildinp I lectrical [] Mechanical El PlumbirigEr GasEj Roof[] Construction Type: Occupancy Use.: Flood Zone: Total S(I Eft of Bldg: Min. Occupancy Load: €# of Startles: New Construction: Electric - # (if Amps Fire Sprinkler Permit: Yes Q No © # of I leads APPROVALS: ZONING: F,.NGINE`ERING: C'C>'MME N`E°S: UTILI`fIES: FIRI: Plumbing - of Fixtures Fire Alarm Permit- YQs D NoE] WASTE WA` T".R: BUILDING: Re, ikccl: Saiauary €,'tFix t`:r t;i::\t l tic tzcn, a CITY OF SANFORD BUILDING & FIRE PREVENTION JUL5 PERMIT APPLICATION Application No: 0 Documented Construction Value: Job Address: a c : Historic District: Xes rio0'a t Parcel ID: ResidentiaQ Commercial L I Type of Work: New, Addition AlterationEl Repair Demo Change of Use Q Move Description of Work: i;.,.. Plan Review Contact Person: Title: Phone; ` tU-1- Fax:" -38 Email: t "amn Property Owner Information Name . c.A Phone: Street: AQqCF, Resident of property? City, State Zip jC ontractor Information Name - Aa t (-#`, Phone: -CX Street: Co 11 FS o Fax: 0-7- City, State Zip: State License No.: ArchitectlEngineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail.- 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 7tf 0— 1 r NQTICE: 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 be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date of Contractor/Agent bai iraetor/A nV Name c 0 of No ry-stateo Florida Dil L it CHERYL 0 AKERS MY COMMISSION * FF998862 EXPIRES June 05, 2020 will Owner/Agent is Personalty Known to Me or Contractor/Agent is %,-Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes[] No Q APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE j State Cert CAC032448 1-888-831-2665 l HEATING AIR CONDmDNING 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 Job 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 = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME 7413 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANS/FAN- TOTAL CONTRACT NOTES ... ...... e... ..... Added 3/13/17 LIGHT COMBOS 4/0 PRICE 6,597.00 7497 2.5 14.00 8.2 4/0 6,449.00 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 Revision City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I ( Submittal Date (l` Project Address: 2 Contact:` Ph: Fax: Email:.,Cl te,c Trades encompassed in revision: General description of revision: Building (RL. A IZ 1 -(:J Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals M MCD MONTA CONSULTING & DESIGN OF WMR AND ASSOCIATES, LLC 1 0 3 5 G R E E N W O O D B L V D. S U I T E 1 7 3 LAKE MAR Y, FLOR IDA 3 2 7 4 6 P 1{ O N E 4 0 7- 6 8 1- 1 9 1 7 F A X 4 0 7- 6 8 1. 1 9 2 0 David Weekley Homes TRANSMITTAL SHEET DATE: June 14, 2018 ATTEN"FION FROM: Tracy Wiggers MCI) PROXECT NO: PROJECT NAME: 204741 R1'"I"-19 (7513 A North) IOR: DAHI_KF Quantity Items 3S&S (2406) Arch Revisions Remarks: F_,mail/Upload CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Z 0, Documented Construction Value: I Job Address: IL/ 1 /? Historic District: Yes [I No Parcel ID: I 6Residentialx' CommercialEl Type of Work: New AdditionEl AlterationEl RepairEl Demo[] Change of UseElMove El WT ee,. X5 Description 01 Work: /), Yl , e-,I,- , " 17 Plan Review Contact Person: Title: 2 ail: Phone: 2 21 Fax: 51 m Property Owner Information Name -1 Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: — Phone: Fax: — E- mail: — Mortgage Lender: Address: — WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMEENT MAY RESLT IN YOUR BE PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMEUNT MUST 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 apermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code 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 [CC Valuation Table in effect at the tine 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 pennit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of0wrier/Agent Sigll,,re o'fCon1V6Ctor/Ageuit 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 ContLaQtor/Apeat's Name of t-- CHAO W COWDERY My COMMISSION 0 FF985918 EXPIRES April 25, 2020 t407138 53 Florio l*Not4'V3W"to" Co' 7 - Contractor/Agent is _(<Yersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicalE] PlurnbingE] Gas[] Roof] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: 14 of Stories: New Construction: Electric - N of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesF1 NoF] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes n No [] WASTE WATER: BUILDING: