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2958 Gipper Cir (a)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDINGTAPPPLICATION1#: 18-10000497 04 DATE: June 04, 2018 BUILDING PERMIT NUMBER: 18-10000497 UNIT ADDRESS: GIPPER CIRCLE 2958 22-20-30-520-0000-0040 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2958 GIPPER CIRCLE / REAGAN POINTE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADSgCOLLECTORS N/A Housing 00 1.000 dwl unit 00FIREnRESCUEmilyR 00 LIBRARY CO -WIDE ORD Singgle Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 91000.00 KSPARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THA CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE DA M\1 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32901 Telephone: 407.422-2234 WE18036 nEtORDING MIORMA710N Aaoyn rM5 UNE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-M-0040 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 4, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2958 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated i roventens. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post ak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): me Contractor's: (a) Name and address: David Weekley Homes 225 S. Wtstmonte Drive, Suite 2000, Altamonte rings, Florida 32714 Phone Number: (407) 865-9992 Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: NIA (b) Phone Number: N/A c) Amount of Bond: NIA Lender: (a) Name and Address: N/A; (b) Phone Number N/A Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as rovided b Section 713.13(1 a)7, Florida Srauues : a) Name and Address: N/A (b) Phone Number NIA n addition to Owtaer. Owner designates the following person(s) W receive a copy of the Lienor's Notice as provided in tion 713.13(1)(b), Florida Srarwes: (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 trial 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. Veycation pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated arc true to the best of my knowledge and belief. OWNER Weekley Homes, L a Delaware limited liability company By: John Kingman Keating, as Authorized Agent STATE OF FLORIDA / COUNTY OF ORANGE J HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oatkc in the State and County aforesaid, that at the execution of this instrument on the date sea fonh below, John Kingman Keatng 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. 1 HERE13Y FIDITHER CERTIFY, that hn Kingman Keating, Ware the same persons) either executing or acknowledging executio f o oing insiniment because: 1 personally know him/ha/than OR _ 1 have satishdory evidence of same based u o driver's license or _ Other identification: WITNESS my ffi ' seal in the State and County aforesaid this )2th day of June, 2511. Notiry public 14guature „a+ry SANDRAGREER rh CIPOTAai & UAL tw4IMTELraFha 9 ' P' CORMIsslonfG0123703 EapinsSeptattber8,2021 ornn aad,atawsirp,tttaarytnhm GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S 0 2018069190 BK 9154 P9 1355; (1pg) E-RECORDED 06/18R018 0255:12 PM 10.00 n. MAY 18 z'l8 L9 :lt 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i Application No: 13) Documented Construction Value: S % Z `j5335 •` Job Address: 29.gg t at'a?Qi GI Cs. 6 -WCY-0 Historic District. Yes No [v P a r c c I ID: 2 2 `3e S Z >> 0I-A O Residential [W Commercial Type of Work: New 4 addition Alteration Repair Demo Change of Use glove Description of Work: i 1`It-t `F t•llt t g,l[j LE Plan Review Contact Person: -TR;kp Lj Title: tT Phone:(. O')-BlCS• tia2 9 Fax: Property Owner Information Name CNp - t;—>F- -rANt l_ C, (I;=;(.C, & LX4 Phone: I J 'IIc,Oj3laS Street: I I I i4 . FdsT -vw+t_ n Resident of property? City, State Zip: i[/- Contractor Information Name QLG 17t7{rF1 Phone: 407- `Bug-S2= Street: Z.2s 7). WC&'\l- CO-M Q Aoc !z:I It1'E 200L) Fax: City, State Zip: t'-tl.' E-hirl-M t'l, 32-114 State License No.: CUCA5714 3R 1 ArchitecUEngineer Information Name: Navels C01ASk1LT 1Y-At--n Phone: Q l-(n'A• IQ 1-1 Street: I, 2Ett lt Gl.•RUQ SDtTF t--i Far: UV-1 - (,S\ -19W City, St, Zip: C..A.r€nAAfd . F- 37.-Ifq-R E-mail:190"1i\! )HCk-irirc-)K 5QkMlkCbH Bonding Company: Address: Mortgage Lender: Address: WAR.\ING TO OIVNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCEMENT IAY RESULT I[N YOUR PAYING TWICE FOR I.NIPRO'vT.NIE.NTS TO YOUR PROPERTY. A NOTICE OF CO-I-NIENCEJIEFT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU PSTEN-1) TO OBTAIN FIYA.SCING, CONSULT wrrn YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONINIENCEJIEYT. 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. ,yells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 103.3 Shall he inscribed with the (lute of application and the code in effect as of that date: 3"' Edition (2014) Florida Building. Code R%:vuud• Junu Stl. 2013 Permit Application OT!CE: Ir addition to tas requaenecti of ties p:rmit, them rosy ba &edit;uoa: r•:srictions applicaae to this propery 6a. may be fotta3 in _tic puKc r:coa:s of itra cot:u:y, and thcrc may be adcliticoa: pc.-r:rs mgidmd f:ota oche: goverr-tmantal cn5t:e3 such as wn.er mar:agumcn: dist-,ic's, stare agencies, or fee.-rzl a;oncies. acceptance :: pent.`.: is vcri.icatio:: that 1 will rctift tL•e owrar of the properrr cf the requ:mmcn-s of Florida Lim La%v, FS '! j. T::a City of Samford requires payctvnt of a plan revie-m fee at tha i=e of pvr_it.;t:baitLJ. A copy of die executed corract is required in ort!er to calculate a plan review charttc and will ba considered tt,: esdmamd c:G,uCoa valac of the job at :he Jme of submittal. The 2civa::onstrrction value ME be figured based on the current iCC Vsluatioc Tabl_ in e1.:t at di: time the pernut is isau.d, in accordance with :ecal ordinance. Should calcu!ated char;ei t:gued OF. tae executed ccamt exceed the actual corstmcdor value, credi: will be applied to y:ur per.-mr fees when the permit is Lv::cd. OWNER'S AFFIDAVIT: I certify that all of the foreecing inforrttadoa is accurate and that all work tvLU be done In compliance with all applicable laws regulating construction and zoning. Ic . 1 S/I Sill two of U •d t C e Si mm. o: C . Agct Dan: r$o l bUFR'e a Dtrt•F i Print nt' 'atoc Fe C r.CArmrs.' 4 nun. o'F°eM s; RACHEL BLACKWELL •L+"'° RAC LACKWELL Notary Public - Slate of Florida ? ° - Notary Public - State of Florida My Comm. Expires Jan 12.2018tits Comm. Expires Jan 12. 2018' Commission # FF 062550 t ,u.° Commission M FF 62 ,50 Nile or s" o- :sona Iv eo'.v to 'YIc or Produced ID Type of [D Prcd:resd 1D Typi o BELOW IS FOR OFFICE USE ONLY Permits Required: Building© El ct; ical ® Mechanical Q Piurnbine[o Gas Rcof Construction Type: r 6 Occupancy Use: !43 Flood Zone: - Total Sq Ft of Bltls: V'I t % Mitt. Occupanq Load: t t-( # of Stories: L Few Construction: Electric - # of Amps N'90 Plumbing - # of Fixtures 1 Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONNM: 1-24-4 Sv UTILnUS: ENGNT-ERGNG: ME: COtNINEE TS: Ok to construct single family home with setbacks and impervious area shown on plan. 0,/c/ /SR It visee: Juno w, ra I i Fire Alarm Permit: Yes Yo E5 WASTE WATER: BL.rILD[NG: Sr 6• M- IR ! Psmit • PPI;Awl M'i1 1 CITY OF SANFORD BUILDING & FIRE PREVENTION F BY. PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 29-gg 6Pt4F(3e0 2 Historic District: Yes No Qff Parcel ID: ZZ 2 3c S0 . -k 0 Residential [ Commercial Type of Work: New W addition Alteration Repair Demo Change of Use iNIove' Description of Work: `EAIAI(_,Ir =aES1=0CE . Plan Review Contact Person: 'T'O.PC( y2 Title: Phone: UO-). 8<(S• 5E120'G Fax: — Email. tN L.lr O Property Owner Information Name 1. C, Cftffi l_ 4 Phone: _13 "ZI l0"33L0 Street: 111 1,4 . P05T (-),HlLGmT1 Resident of property? : City, State Zip: uilNS'ld1,Jl.2P4 "TKF:C Contractor Information Name 12DQ r_:'f 1 AWIFI C Phone: /40 7 - l tom- ZC?C7 Street: Z2 5 b . WZS0HCh!M IfIVE :51 N01-6 ?3oL) Fax: City, State Zip: nLTY=1l Jm-(t 1 Fl. M 11q State License No.: CL-tUfIR3R 1 Arch itecUEngineer Information Name: f )i-Tra Cl'71.Jh", %ur 11-At-_n Phone: QM-U91- 1 Q 1-7 Street: (, 0a,,aWOI"n T,"Q SU(CF 17L' % Far: UO-1 - (n c%\ -19W City, St, Zip: r_ 3'1-^14 E-mail: AO"l,% )I4Cht ML,,..lF&JkM_yEi: C(; H Bonding Company: tKortaaae Lender: Address: Address: WARNING TO OIYtER: YOUR FAILURE TO RECORD A .NOTICE OF COIMNIENCENIENT MAY RESULT Lei YOUR PAYING TWICE FOR I IPRON'LMEXTS TO YOUR PROPERTY, A NOTICE OF COMNIENCEv1ENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEN-D TO OBTAni FIYA:\CING, CONSULT WITH YOUR LENDER OR A.r ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installation, as indicated. [ 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 oral) 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 Shn11 be inscribed with the date of application and the code in effect as of thnt date: 311 Edition (2014) Florida BuildinX Code Revised: June ill. 20I S ftrwil Application NOTICE lr addition to tad retlu:r,:meeli of rigs permit, they may be serift.ozza! _atections applicaUe to t-'tis properly rnu may be I found in _he pub'Ec reeve`s of tF.is count', and there may be additizaa' ==T-u r.-Tdred f;om ol'ac: goy:rrm:Ut:l an'incs such: 03 wo:e: nar.agcrrow dist.ics, stare agencies, or feecrat agoticM. A.ceptaace pem-'! is verificatior that i will rctirj tt•.e owner of etc props r of the requ:rcmen-s of Florida Lim Law, FS 713. i T::e City of Sanford req_ires paycwnt of a pl.•tn reviem fee at the dr=e of pe r-it st:brrttJ. A copy of the execated coeYact is required j in order to calcuL•tte a plan review charge and wil! bo consider:d tte esdaut:d c;ca..rcEoa value of the job at :he Ams oesub mitral. The xctua: constriction value will be figtued based on the current ICC Valuadea Tobl- in eT.:t at die time She Fem. it isi3suctf, in acco:de. tcs with !coal ordutancc. Should calculated char. -es t:gsrd off t a executed contract exceed tl:e actua; construction value, t credit willbeappliedtoy'ur por:nit fees when the permit is issued. i OWNER'S AFFIDAVIT. I certify that all of the foregoing infor- anon is accurate and that all work will be done in compliance svith ull applicable lases regulating construction and zoning. r zddl r 5-I/(`) 'G Sipsfitmof0%AZ We f Si• aaaso:C A6 Dan t- RACHEL BLACKWELL •`,> iO s•. RAC LACKWELL Notary Public - Slate of Florida = '2 • •; c Notary Public - State of Florida : My Comm. Expires Jan 12. 20104 MY Comm. Expires Jan 12. 2018 Commission V FF062350P „wz• Commission M FF p62150 nppt Ie or o- :.> eana ly `Crow to .le or Type of ID Prcclucad ID ype o BELOW IS FOR OFFICE USE O' LY : Permits Required. Building Electrical[] Mechanical PiumbineQ Gas Rcof Construction Type: Occupancy Use: rlood Zone: Total Sq Ft of Bldcr: Min. Occupancy Load: # of Stories: ; New Construction: Electric - # of Amps Plunthina - 9 of Fiztures Fire Sprinkler Permit: Yes No g of Heads Fire Marne Permit: Yes Nu i • APPROVALS: ZONT4G: UTIUMS: - r-FW WASTE WATER: EVGUEERI G: FU E: BUTLDING: CorDIE. LN fS: R.-rscc: ru= a 30, 1015 Peemit Appiosdw : i e Application for Pared Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way @JrfC°re°" Department of Planning & Development Serrlcos 3M North ?3A Avenue. Sanford,=lcr.da 32771 Phone:4C7.00a.5140 Fax:407.90t1.5141 i1113 perm: sulhet7as x_rlt :o be dcro or, tho 3utlect arapecy or :n lie Clly of Sonford's right-ofway 1r, accerdancs'aili the Clhy s te5 urns ors end 0se o:lar^.ed zonstriclIcriplan33PCV3110d as par of Ihis pem:t. 'he pom ll is rulraC far drhrewey au eldeweik conat Mon c%er 10C Square feel of ::ncrele or )Met material on the subject ps:cal and / or Wry C01131MMiGn of 3 driveway, wall M or landscape Imprcvemerts within he city nghl-of-way. It does not Approve any nork +d'lrin any other iudadlOon s right-of-way. XI requested inferm0on telow ao we,; as 3 current surrey. SIM yaw: 07, plat Jea'y ldennrytng J'e Mat and 1ocs7en of the edst'.ng dghF, f-way and use %tell b3 provIdet cr applica0on could be del3yM. 1. PrCiedt LocaCcrlAidre3s: 29 S ca 1 'f VEJz Ll'er_\_ 2. PropcserlA Or'ty: eotverray L 'vwalkvay Otter. G. aw., rtm below. Calluar., ertea 9. Schedule cfWarc Star`. Date Ccmpfellcn Cal_ Emergency R3pair7 i. Erfel 7esrr:pOon of 4`lodt: blaln: anancs Rasp Onsibilttia3/Indemnification rie Ruo-1-4tcr,"I:m s;cnBzc 3 and 3331gns, rail oe nsxnsible lcrpemetual mstntensrca athe rmorovemerd ir31a0ed Jnlef hb.ayrseman_ M,"a 0311 hCude Tarlanznc* of to imarcwTenl and unpavod portion ;t M.Itof-way mljecenl tno;a a. Raquesbt may, wit wMan Cary sutia txan• remove Mly rastodng lie rVM of -way to ib previcus conJlbr. In the wren: 0-al ary Lam rxcMrxdurr or ruacvay% u1Ai0es, s:ar. w8tar 4=ot3s, :r ary Sanest manlenancs acdvi0os by he City becomes in zn'ic •ai;h the abavo ;emuttae 3c@vdy, the oerml:lw Shalt remove, litcele sn;der repair as necessary x no xs: to the City of Sanford nsaha as su:h iWitles as Loft p.b/c yht-of Yay. If he Ragsesbr am not eenunum zs f ma'nalr tte :mprr email and 3mo b 3ecerdence .vhh pravlcu3ly 3talad t:•rta:ia, a eompiolely stare the dgnt-of +va•/ VIM orevicus cor: d6on• 'he Gty shad, aver 3;prt0ori0te rafts, restcm IN area to its srav:ous ,cMittor. at Ire Recuostcfs anpensa i rd, `f iomsery, ate 3 fen cn ;he Raquestoes ; ropers; b recover ocsie of restorafor. 70 To F Ilast anent;err-idod by law, Raquasbr 3gre" to 7efend, indemnify, and had harmless to C1 y.lts oomckewwris. ageno, 3orvarts. or emptoy- ees ( eopoir,:ed. ek=—, or h4ac) Svn and against any erd 3113am!ittas, claims, penWdes, Canards, st.1ts, hdurna tsl asses, expasm ae, damages (ehor-_ mchW. or c:rsteaue.Wal), or arjury cl any nature whrlsoever :o person or'pr_ceny, and !to ass and arpensss Incident hereto ;ncWr.S costs of dnbnse. sotromsnL a rd easoratla atttmtaya'eo3 up to and Indudlsg 3n agpsal,. results'g In any ltoPion frin or vfWng thrssdy ritdrecthy out of cr conroc:od • nih he -jaa of tho Cthy's rtght-0I,vay. 1 have ad and and an the abovo statoment and by signing this applic3tlon I agree to ii•1a tem. e. Signature: ' oato -- ) S' 1 '!S This permit shall be posted on the site during construction. Please call 407.600.5060 24 hours In advance to schedule a pre -pour In3poc9on. Pre -pots- Irsrec_cn by: Cale: I Official Use Only Application. No: Fae: Cate: Reviewed: Pabllc' Ncrks Cate. Jlflilras Date: Approved: r cngineedrg ip Data: 1r 'ZZ—%u S;t-- Insoecaed I; Dale: Special Permit Ccnddons; uta -A•. cat, ga 63SXRFORDFLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Tracy Wiggers Frim David Weekley Homes 225 South Westmonte Drive, Suite 3300 Altamonte Springs State FL 407-865-8255 Fax: Property Address: 2958 Gipper Circle Property Owner: CND -Reagan, LLC (Texas LLC) Parcel Identification Number: Phone: 713-316-3365 Zip Code: 32714 Email: twiggers@dwhomes.com 22-20-30-520-0000-0040 Fax: The reason for the flood plain determination is: Email: New Structure Existing Structure (Pre-2007 FIRM Adoption) 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 4076) Flood Zone X Base Flood Elevation N/A FIRM Panel Number 120294 0160 F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the FIFloodplain A portion of the Parcel is in the F-1 Floodplain The Parcel is not in the X Floodplain The Structure is in the F-1 Floodplain The Structure is not in the F1 Floodplain Datum N/A Map Date September 28, 2007 Floodway Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-2318 Reviewed by: Iffc4acl6w4, Cfiaf— Michael Cash, CFM Date: May 22, 2018 T:\ Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Pa • 1 S• V. -? T I hereby name and appoint: I an agent of: C; e-I e-• ICJ to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O The specific permit and application for work located at. 2 9 S ht eta Ll(c LLt. S(rvt Address) Expiration Date for This Limited Power of Attorney: I I Z License Holder ;`Jame: -D244-VL State License Number: C` L I I GI GI t Signature of License Holder: ;l ' ' STATE OF FLO DA COUNTY OF The fore;oininstrument{ was a kno led ed before me this day of , 200 S , by ''1 who is ersonal ly own to me or o who has produced as identification and who did (did not)'take an oat votary Seal) Y N"' o RACHEL BLACKWELL Notary Publlc - State of Florith i , j hty Comm. Expires Jan 12. 2018 Commission X FF 062350 ry, Rv, . 08.12 ) nt or type name Notary Public - State of_ Commission No. My Commission Expires: 4 REQUEST FOR TUG & PREPONV, R AGREEMENT UL PE, SIDE TIAL PROPERTIES A tamon to Springs, Cnsselberry, Longwood; Oviedo, Snol'ord, Seminole Cottuly, Wintet-Sprinas Daus: G- $ Project lame: ( e Project AZA;ess. 2 i S" `3_ L-l . CA ac-QtL s Building Permit il: Elcctrica! Permit 4 Ia censid.ration for authorizing the appropriate utility compuc:y to ene ;ice the facility, the agree with and understaid the following: 1. This Tug/Pre-power application is valid only for one -and mo-family dwellings. 2. The facility w1l not be occupied until a certificate of occupancy has been issued. 7. If the jurisdiction hereafter fans chat the facility has been cccupled before a cettificute of occupancy has been issued, the jut isdicdon will have the urila!eral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree the. should the jurisdiction exercise such right, tie jurisdiction will not be responsible for any damages or eescs which may result from the exercise of such right. Also, in the event any third party claims damages frctn the e.,tercise of such right, we 29ree to jointly and tndividaally irdcmify and hold h:^.rmles3 the jurisdiction from all such damages and costs, including attorney's fees. rl. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for are -power shall be complete and in snf order. All e!ectrical services associated wish the area will be 100% complete unless specifically approved by the elect:ical inspector. 5. Interior electri ca! rooms shal I be lockable, if electrical paneis ire in an area that cannot be loc!ced by doors, the panels shall be equipped with a locking mechanism (approved by the aHJ). The !iccpsed electrical contractor or his licensed representative shall hold the . eys(s) for suet access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of ISO days from date of approval. 7. If provided, the fire sprinkler system must be operational with water oa :he system prior to pre -power. 3. TUG approval Is for service and outside GFC1 outlets only. 9. Check with the focal jurisdiction for fees nssociated elth trigs. P:-irt Vtune of U per:Tenant ignat o OwneriTenant JUMDECCION EMPLOYEE i`I; N!& P.JTtISD!CTl0N: Cud wffie Pent I,uee o''Ge . Contrctcr si;nau ' of Gen..ontmetor CC-al',151 f 3 1 Gen. Contractor License i! CALLED NTO: c Prouress Encrgy Ray. 02"1 Ott i) J:rg.• :_ -r-n .'ter Paint i`latt:e of El. ccntractor tgrature of El. Contractor D. Contractor License e Florida Power aril LisFr an / !_ ACORE' CERTIFICATE OF LIABILITY INSURANCE OATE4 1>4DDIYYYY) 11/23/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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. Red Hill Ave Suite 100 TustinTustin CA 92780 agaliCONTACTMaali Melchor PHONE , 5e7000 FAx ,. 719-573-1770 E*+AIL . mmelchor rk ore.come° 9 INSURERS AFFORDING COVERAGE NAIL e INSURER A :UNDERWRITERS AT LLOYDS LONDON 15792 INSURED WEEKL-1 INSURERe:NIARKEL INS CO 38970 Weekley Homes, LLC 1111 North Post Oak Rd Houston, TX 77055 INSURER C : INSURER D : INSURER E INSURER COVERAGES CFRTIFICATF N11MFlFR• 6080768 REVISION NUMRFR- THIS IS TO CERTIFY THAT T..IE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PCUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER COCUMEYT 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. IN7R TYPE OF INSURANCE NEXPWyeEFFPOLICYNUMBERIMMIDDAUUTYYYYMMIDPOLICYOA"r. LIMITS A X COMMERCIAL GENERAL LIABILITY 50595XR4684015 7/112015 N112018 EACH OCCURRENCE 35.000.000 CLAIMS -MACE DX OCCUR CIA-YAGE TO PR M I rqF-N s0 X ContractlalIiab MEDEXPtAnyonedereonl 30 X 1 Included PERSONAL 6 AOV INJURY 35.000.000 GE.vvL AGGREGATE LIMIT APPLES PER GENERAL AGGREGATE 15.000.000 POLICY JEC LOC PRCDLCTS-COIWROPAGG i5.000.000 OTHER: AUTOMOBILE LIABILITY cow al IE3 amagnl 3 INJURY (Per Pawn) 3ANYAUTOBODILYAUTOSyED SCHEDULED AUTOS HIRED AUTOS AUT SwHED BODILY INQUIRY ( Per aCOde,q) S Per KPtlen1 ° S S B UM13RELLALIAO N OCCUR 13324591748XSOCC•2015 7142015 7111,2010 EACHCCCLRRENCE S5.000.000 AGGREGATE 5. 000.000 X EXCESSLIABCW4S-MADE I DED RETENTIONSWORKERSCOMPENSATION AND EMPLOYERS- LIABILITY YIN ANY PROPRIETORMARTNERIEXECUIIVE D OFFICERMEMBER EXCLUDED? N f A PER TA TIE.L. EACH ACCIDENT S E.L. DISEASE • EA EMELM 3 Mandatory InNH) If • s. describe under DESCRIPTION OF OPERAT;ONS lebur E L DISEASE • P:UCY! LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 191. Additional Reoraras Schedule. may be attached It more space Is required) SIR: $250, 000 - Bodily Injury SIR: $2, 000,000 - Property Damage Evidence of Coverage City of Sanford 36W N. 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 REPRESENTATIVE p 1988- 2014 ACORD CORPORATION. All rights reserved. ACORD 25 ( 2014/01) The ACORD name and logo are registered marks of ACORD 4 O® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDOIYYYY) 2/26/2018 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 Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 CTC.AMV Ashley Cary PNONE 713-935-8811 FAX 713 358-5713 EMAIL ashley_cary@alg.com INSURERS AFFORDING COVERAGE NAIC 0HoustonTX77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B : INSURER C . Weekley Homes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D : INSURER E INSURER F rnvrRAcoc rGRTIFIr ATF uuMaFR- 1052841088 REVISION NUMBER: 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. INSR LTRTYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF MMIDDIVYYY POLICY EXP MMIDDMIYYI LIMITS COMMERCIAL GENERAL LIABILITY OCCUR EACH OCCURRENCE PRMMI 5 E RENTEDDAAGEToCLAIMS-MADEenceSMED EXP (Any one person) PERSONAL d ADV INJURY S GEN' L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECTLOC OTHER• GENERAL AGGREGATE PRODUCTS - COMP/OP AGG S A AUTOMOBILE LIABILITY OWNED SCHEDULED AUTOS ONLY AUTOS JXXANY AUTO HIRED NON -OWNED X AUTOS ONLY X AUTOS ONLY 5250 DedCornp X $500 DedColl MWTB312417 3/1/2018 3/1/2019 BINED SINGLEMIT Ea accident LI S1,000.000 BODILY INJURY (Per person) S BODILY INJURY (Per accident) R P R AMA Per accident)$ UMBRELLA LIAB OCCUR EXCESS LIAR CLAIMS-MADEJ I EACH OCCURRENCE S AGGREGATE 3 DED I I RETENTIONS S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y OFFICERIMEMBER EXCLUDED? N Mandatory in NH) If yes. describe under DESCRIPTION OF OPERATIONS below I N / A I MWC31241800 3/1/2018 3/1/2019 X STATUTE ORH E. L EACH ACCIDENT S1.000.000 E. L. DISEASE - EA EMPLOYEd 1.000.000 E. L. DISEASE - POLICY LIMIT 1 11.000.000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached ,f more space is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll, $2,000 Ded for Priv. Pass. vehicles valued over $75,000 r9RTIFirATF wnf nFR CANCELLATION City of Sanford 300 N. Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED PRESENTATIVE 1933- 2015 ACORD CORPORATION. All rignts reservea. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD REQUIRED INSPECTION SEQUENCE DAV1D 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: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Max inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing -Final MECKANIGA'L PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot4ReaganPointe7510BN Builder Name: David Weekley. Homes Street: 2958 Gipper Circle Permit Office: _ a Q BUI(Ozp CCity, Slate, Zip: Sanford , FL , 32773 Permit Number: 1 V S ANFOOwner: Jurisdiction: 691000 A '? ODesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 r 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) Insulation ea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 W 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1430.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft' 6. Conditioned floor area above grade (ft') 2174 b. Knee Wall (Vented) R=19.0 43.00 ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(352.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437.6 a. U-Factor: Dbl, U=0.34 272.85 ft' SHSHGC: SHGC=0.30 b. U-Factor: U=0.55 80.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.351 ft. Area Weighted Average SHGC: 0,329 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft' None c. other (see details) R= 470.00 ft' 15. Credits Pstat Glass/Floor Area: 0.162 Total Proposed Modified Loads: 70.67 PASSTotalBaselineLoads: 72.49 1 hereby certify that the plans and specifications covered by Review of the plans and D 11HE STgiE' this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance IJ44&P-001with the Florida Energy Code. fn,'••. PREPARED BY: Before construction is completed 11 V aDATE: -5 1 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. A, C with the Florida Energy Code. OD WE'D OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: &&,'t k' 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). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot4ReaganPointe7510BN Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2174 Lot # 4 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2958 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 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 FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2174 19868.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 917 8555.6 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1257 11313 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel 1 Raised Floor 2nd Floor ---- ---- 95 1`12 19 0.3 0 0.7 2 Floor over Garage 2nd Floor ---- ---- 375 ft2 19 0.3 0 0.7 3Slab-On-Grade Edge Insulatio 1st Floor 118 ft 0 917 ft2 0.4 0 0.6 4 Floor Over Other Space 2nd Floor ---- _--- 787 ft2 0 0.32 0 0.68 ROOF 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 1462 ft2 230 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1387 ft2 N N 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM Rdn5-9nl7 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 130 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft' 0.11 Wood 3 Knee Wall (Vented) 2nd Floor 19 Batt 43 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Omt Tn Wall Type Space 1 N Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft' 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 7 38 6 9 4 359.3 ft' 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 7 20 0 9 4 186.7 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 ft' 0 0.23 0.01 0 10 S Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 ft' 0 0.6 0 11 W Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 ft' 0 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 3.0 ft' 1 It 4 in 0 ft 10 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 3 N 2 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft' 1 It 4 in 11 ft 2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 3 ft 3 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 6 S 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 1 ft 2 in None Exterior 5 7 S 10 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft' 15 ft 4 in 0 ft 3 in None None 8 S 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 ft' 1 ft 4 in 11 ft 2 in Drapes/blinds Exterior 5 9 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 ft' 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 10 W 8 Vinyl Low-E Double Yes 0.34 0.3 N 54.0 ft' 1 ft 4 in 11 ft 2 in Drapes/blinds Exterior 5 11 W 11 Metal Low-E Double Yes 0.55 0.43 N 80.0 ft' 6 ft 6 in Oft 1 in None Exterior 5 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft2 375 ft2 64 ft 9.1 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2318 127.26 239.32 .3653 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS supply---- Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 437.6 ft Attic 109.4 ft Proposed On 2nd Floor -- cfm 130.4 cfm 0.06 0.50 1 1 5/1/2018 4:28 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ ]] Jan Heatin[X] Jan Feb X] Feb Mar X] Mar Apr pr May Ma [X] Jun Jun X] Jul Jul X] AugAug Sep Sep Oct Oct Nov NovH Dec HDecVentin [) Jan Feb X) Mar X) A r Ma [) Jun J Jul Au Se XJ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Healing (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 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 (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.43 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2958 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft' 3 d. N/A R= ft= 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1387.00 ft= 2174 b. Knee Wall (Vented) R=19.0 43.00 fN c. N/A R= ft' Area 11. Ducts R ft' 272.85 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437.6 80.00 ftz 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 40.0 SEER:14.00 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= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 41.0 HSPF:8.20 3.351 ft. 0.329 Area 14. Hot water systems a. Electric Cap: 40 gallons 917.00 ft' EF: 0.94 787.00 ft2 b. Conservation features 470.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the abo ergy saving features which will be installed (or exceeded) in this home before final ins ction O erwise, a new EPL Display Card will be completed based on installed Code c plia ea res. 1 Builder Signature: l Date: Address of New Home: 2 City/FL Zip: F 4 a THE STq 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. 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 SX p r.. E' TREAT I" CLG 14A Iwcd 10x6 lwcd 5 , 35._ 10 4; , 0 Ww..,1242 ro 1exie rag n KGx4 BEDRM 347'l0x6 lwcd Ito lwcd 140FAT '1 I RN• ]a su Ipr •i• Transi er ducts/grilles sized In compliance with zsN Florlda Residentlal Bullding Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrPstrlctPd 1 Inch II INSULATE W/ 1.5 IN v DUCT WRAP WALL CAP WITH INSECT SCREEN OR TO 1040 RAG Y8150 FRESH AIR DAMPER OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP m 3' bath duct to roof cap w/fan Nutone 696RNB 3.5 ton w/8kw 240v 1ph 1843 plen 2444 rad platform by bldr scale 11/8'=1'0' HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K 8ARD16TZARDI4TZ BARDI2TZ DATS C7735A 1000 TH632OU2008DAG TH6320U2008DAG 40va trans g m 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL°®s1,IN 4 - 94SOFFIT g 184ekc $ DINING 000 N FIXED SGO SGO FIXED CP1 14xe lwcd FAMILY F, ° 190 L LOOP® b All 12x 2 lwcd `aM Ow & c 310 KITCHE 10' • (29,4E IV mum GUARDW& I aa•IIGM -- WDR IL IV 7,b WALL 7 I PER COYN 4 .• S' 1 V R ot$ a ° ' I' N 2 CA I GARAGE DNO II 11 m oil ENTRY f i i 3' bath duct wE i I to roof cap . 4' 4 °• I w/fan 949w 131 Nutone 696RNB JLrainMWTOOaUMWVN I RDEL-AIR Manual S Compliance Report auma-=cmin m 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 For: David Weekley Homes Design Conditions Outdoor design DB: 92.5°F Sensible gain: 31010 Btuh Outdoor design WB: 76.20F Latent gain: 5488 Btuh Indoor design DB: 75.0°F Total gain: 36498 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1333 cfm Sensible capacity: 31388 Btuh Latent capacity: 7213 Btuh Total capacity: 38601 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F Model: CH14NBO420000AO+FB4CNP042L 101 % of load 131 % of load 106% of load SHR: 81% Heat loss: 25625 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 38699 Btuh 151% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Job: Lot4ReaganPointe7510BN Date: March 16, 2018 By: RH Entering coil DB: 76.6°F Entering coil WB: 63.6°F Entering coil DB: 68.5°F Capacity balance: 31 OF Economic balance: -99 OF A-1 wrightsoft• 2018-May-01 16.00.02 ACCA g, ...„ _, , Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 t4ReaganPointe75tOBN\LotaReaganPointe75tOBN.rup Calc - MJB House laces: E Job: Lot4ReaganPolnte7510BN DEL -AIR Component Constructions Date: March 16, 2018 Itum0-a01C0N0R100110 Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM For: David Weekley Homes Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 16 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain nI 111uh/11=-T f l--F/Bluh Stuh/IP Bluh StuhAlr Stu Walls 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 112" n 414 0.064 19.0 1.77 733 1.65 684 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm a 208 0.064 19.0 1.77 368 1.65 344 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int s 405 0.064 19.0 1.77 719 1.65 671 fnsh, 2"x6" wood frm, 16" o.c. stud yr 228 0.064 19.0 1.77 405 1.65 378 all 1255 0.064 19.0 1.77 2225 1.65 2076 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board n 233 0.167 7.0 4.63 1076 4.32 1004 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" a 88 0,167 7.0 4.63 407 4.32 380 gypsum board int fnsh s 415 0,167 7.0 4.63 1920 4.32 1791 W 146 0,167 7.0 4.63 675 4.32 630 all 881 0.167 7.0 4.63 4077 4.32 3805 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" a 43 0,049 19.0 1.36 58 2.66 115 gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 337 0,096 19.0 2.66 896 1.53 516 wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 3 0,340 0 9.42 28 12.2 37 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 it window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 20 0.340 0 9.42 188 10.4 209 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1,17 ft sep.); 6.67 ft head ht 2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap, n 24 0.340 0 9.42 226 12.2 293 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, a 31 0.340 0 9.42 292 28.5 885 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.17 ft window ht, 0.83 it sep.); 6.67 ft head ht 41- wrightsoft- 2018-May-01 16:00:02 Right•Suite® Universal 2018 18.0.13 RSU23828 Page 1 14ReaganPomte75108N\Lol4ReaganPointe751OBN.rup Calc . MJ8 House faces: E 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, a 31 0.340 0 9.42 294 29.6 923 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.25 If sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 31 0,340 0 9.42 294 12.2 382 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 It window ht, 1.17 It sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 21 0.340 0 9.42 201 8.56 183 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 0.25 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 16 0.340 0 9.42 152 12.0 193 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 42 0.340 0 9.42 392 29.6 1230 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1,17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-9 innr, 1/4" gap, w 54 0.340 0 9.42 509 29.6 1597 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11,17 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" w 80 0.550 0 15.2 1219 28.9 2313 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.67 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type a 24 0.600 6.3 16.6 399 18.5 444 11 DO: Door, wd sc type n 21 0.390 0 10.8 230 12.0 257 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 38.0 0.72 1001 1.41 1965 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb 95 0.050 19.0 1.39 131 0.72 68 ovr 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 19.0 1.39 523 0.72 271 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 27.4 3233 0 0 ti wrightsoft- 2018-May-01 16:00:02 14C'Ch •.•..•• ..... Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 t4ReaganPointe7510BN\Lot4ReaganPointe7510BN.rup Calc . MJ8 House faces: E RDEL-AIR Project Summary Job: Lo14ReaganPo1nte7510BN 7 Date: March 16, 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 Project• • For: David Weekley Homes Notes: L.S. 5-1-18 EM Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20941 Btuh Structure 25569 Btuh Ducts 3166 Btuh Ducts 4483 Btuh Central vent (50 cfm) 1518 Btuh Central vent (50 cfm) 959 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25625 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 BtuhInfiltrationEquipmentsensibleload31010 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3088 Btuh Ducts 849 Btuh Central vent (50 cfm) 1550 Btuh Heatin Cooling Outside air Area (ft2 217 2114 Equipment latent load 5488 Btuh Volume I)ft3) 21080 21080 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 36498 Btuh Equiv. AVF (cfm) 144 74 Req. total capacity at 0.75 SHR 3.4 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 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.055 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 0.85 Capacity balance point = 31 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. do- wr191•sts4:fPft- 2018-May-01 16:00:02 y , •-••---•^-^ Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACA...14ReaganPomte7510BN\Lot4ReaganPointe7510BN rup Calc - MJ8 House laces: E DEL -AIR Right-JO Worksheet NIZIM'"m'""m'° Entire House DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407•B 1-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LoNReaganPointe751OBN Date: March 16, 2018 By: RH 1 Room name Entire House family 2 Exposed wall 275.0 ft 30.5 ft 3 Room height 9.1 It 9.3 ft heal/cool 4 5 Room dimensions Room area 2308.5 1112 1.0 x 241.5 ft 241.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (f12) Load number BluWft2-*F) BluWfl2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 w/ 12E-Osw Frm wall, st 0.064 n 1.77 1.65 437 414 733 684 0 0 0 0 2A-2ov 0.340 n 9.42 1223 3 0 28 37 0 0 0 0 2A•2ov 0 340 n 9.42 10.43 20 0 188 209 0 0 0 0 11 13A-7ocs Blk wall, s 213-21v 0.167 0.340 n n 4.63 9.42 432 12.23 257 24 233 0 1076 226 1004 293 0 0 0 0 0 0 0 0 1q/ 12E-Osw Frm wall, st 0.064 a 1.77 1.65 270 208 368 344 0 0 0 0 2A-2ov 0.340 a 9.42 28.55 31 2 292 885 0 0 0 0 1-LC' 2A-2ov 0.340 a 9.42 29.57 31 0 294 923 0 0 0 0 1q/ 13A-7ocs Blk wall, s 0.167 a 4.63 4.32 112 Be 407 380 0 0 0 0 11,10 0.600 a 16.62 18.51 24 24 399 444 0 0 0 0L-D W 1613-19ad 0.049 a 1.36 2.66 43 43 58 115 0 0 0 0 YLG 12E-Osw Frm wall, st 0.064 s 1 77 165 437 405 719 671 0 0 0 0 2B-2fv 0.340 s 9.42 12.23 31 31 294 382 0 0 0 0 y! 13A-7ocs Blk wall, s 0.167 s 4.63 4.32 453 415 1920 1791 154 154 712 665 Imo_ GG 10C•v 0.340 s 9.42 8.56 21 21 201 183 0 0 0 0 2A•2ov 0.340 s 9.42 11.95 16 0 152 193 0 0 0 0 1q/ C 12E-Osw Frm wall, st 2A-2ov 0.064 0.340 w w 1.77 9.42 1.65 29.57 270 42 228 0 405 392 378 1230 0 0 0 0 0 0 0 0 Vj/ 13A-7ocs Blk wall, s 0.167 w 4.63 4.32 280 146 675 630 131 51 234 219 I G' 2A-2ov 0.340 w 9.42 29.57 54 0 509 1597 0 0 0 0 2A•2ovd 0.550 w 15.24 28.91 80 55 1219 2313 80 55 1219 2313 R 12C-Osw Frm wall, r- 0.096 2.66 1.53 358 337 896 516 0 0 0 0 O 11 DO 0.390 n 10.80 12.03 21 21 2W 257 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 1390 1390 1001 1965 0 0 0 0 F 2OP-19c 0.050 1.39 0.72 95 95 131 68 0 0 0 0 F 2OP•191 0.050 1.39 0.72 378 378 523 271 0 0 0 0 F 22A-Id 0.989 27.40 0.00 918 118 32M 0 242 31 836 0 6 c) AED excursion 2474 1920 Envelope loss/gain 16569 20234 3001 5116 12 a) Infiltration 4372 1415 487 157 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 3000 600 Subtotal (lines 6 to 13) 2D941 25569 3487 6334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20941 25569 3487 6334 15 Duct loads 151/9 18"/e 3166 4483 10%1 101/0 349 633 Total room load 24107 30051 1 3836 6967 Air required (cfm) 1333 1333 212 309 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrFlg1LWC'rt- 2018-May-01 16:00.02 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 14ReaganPomle75108N\Lot4ReaganPointe751OBN. rup Calc - MJ8 House laces. E DEL --AIR tuoeo • v ommml Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.8 1-2665 ax: 407-333.3853 Web- WWW.DEL-AIR.COM Job: Lot4ReaganPo1n1e7510BN ' Date: March 16, 2018 By: RH 1 Room name during kitchen 2 3 Exposed wall Room height 34.0 It 93 It heat/cool 37.5 fl 9.3 It heal/cool 4 5 Room dimensions Room area 1.0 x 193.0 It 193.0 11z 1.0 x 444.8 It 444.8 112 Ty Construction number U-value Bluhr112-*F) Or HTM Bluhlft2) Area (ft2) or perimeter (11) Load Bluh) Area (112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 11 q/ 12E-0sw Frm wall, sl 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 2B-21v 12E-Osw,Frm wall, st 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 11J0 168-19ad 12E-Osw Frm wall, st 2B-21v 13A-7ocs Blk wall, s 10C-v 0.064 0,340 0.340 0.167 0.340 0.064 0.340 0.340 0.167 0.600 0,049 0.064 0.340 0.167 0.340 n n n n n a a a a a a s s s s 1.77 9.42 9.42 4.63 9.42 1.77 9.42 9.42 4.63 16.62 1.36 1.77 9.42 4.63 9.42 165 12.23 10.43 432 12.23 1.65 28.55 29.57 4.32 18.51 2.66 1.65 12.23 4.32 8.56 0 0 0 117 24 0 0 0 0 0 0 0 0 51 21 0 0 0 93 0 0 0 0 0 0 0 0 0 30 21 0 0 0 428 226 0 0 0 0 0 0 0 0 139 201 0 0 0 400 293 0 0 0 0 0 0 0 0 129 183 0 0 0 107 0 0 0 0 51 24 0 0 0 191 0 0 0 0 107 0 0 0 0 27 24 0 0 0 175 0 0 0 0 496 0 0 0 0 126 399 0 0 0 810 0 0 0 0 463 0 0 0 0 118 444 0 0 0 756 0 Vj/ E-CG VN LZ W V/ t-C Y l II--iG 2A-2ov 12E-Osw Frm wall, st 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 2A-2ovd 12C-Osw Fr n wall, r- 0.340 0.064 0 340 0.167 0.340 0.550 0.096 s w w w w w 9.42 1.77 9.42 4.63 9.42 15.24 2.66 11.95 1.65 29.57 4.32 29.57 28.91 1,53 0 0 0 149 54 0 0 0 0 0 95 0 0 0 0 0 0 1 509 0 0 0 0 0 411 1597 0 0 16 0 0 0 0 0 358 0 0 0 0 0 0 337 152 0 0 0 0 0 896 193 0 0 0 0 0 516 V/ 1 G V+/ I-CC q D C 11 DO 168-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 0 0 0 0 0 0 0 21 0 21 0 230 0 257 0 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-ld 0.989 27.40 O.OD 193 34 931 0 445 38 1027 0 6 c) AED excursion 522 238 Envelope loss/gain 2875 3535 4138 2510 12 a) Infillration b) Room ventilation 542 0 176 0 598 0 194 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/olher 0 12W Subtotal (lines 6 to 13) 3417 3941 4736 3903 Less exlemai load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3417 3941 4736 3903 15 Duel loads 10/6 10% 342 394 10% 10% 474 390 Total room load 3759 4335 5210 4294 Air required (cfm) 208 192 288 191 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e - r}t~ wrIgF%ssort- 2018-May-01 16:00,02 A&-k Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 t4ReaganPointe7510BN\Lot4ReaganPointe7510BN.rup Cale - MJ8 House faces: E DEL -AIR Right-J® Worksheet ram Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.831-2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot4ReaganPointe7510BN Date: March 16, 2018 By: RH 1 Room name pwdr mstr b1h 2 Exposed wall 16.0 If 23.0 If 3 Room height 9.3 It heat/cool 9.0 ft heaf/cool 4 5 Room dimensions Room area 6.5 x 6.0 If 39.0 112 1.0 x 134.0 If 134.0 fie Ty Construction U-value Or HTM Area (I12) Load Area (ftz) Load number BtufditZ'F) EllufYil or perimeter (ft) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Frm wall, st 0.064 n 1.77 1.65 0 0 0 0 99 96 170 159 2A-2ov 0.340 n 942 12.23 0 0 0 0 3 0 28 37 2A-2ov 0.340 n 9.42 10.43 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 n 4.63 4.32 33 33 151 141 0 0 0 0 11 2B-2fv 0.340 n 9.42 12.23 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 a 1.77 1,65 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.42 20.55 0 0 0 0 0 0 0 0 ZA-2ov 0.340 a 9.42 29.57 0 0 0 0 0 0 0 0 t-0 13A-7ocs Blk wall, s 0.167 a 4.63 4.32 61 61 281 262 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 a 1.36 2.66 0 0 0 0 0 0 0 0 Vj1 12E-Osw Frm wall, st 0.064 s 1.77 1.65 0 0 0 0 0 0 0 0 C 2B-21v 0.340 s 9.42 1223 0 0 0 0 0 0 0 0 1q/ 13A-7ocs Blk wall, s 0.167 s 4.63 4 32 56 56 259 242 0 0 0 0 1_ GG I0C-v 0.340 s 9.42 8.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.42 11.95 0 0 0 0 0 0 0 0 q/ 12E-Osw Frm wall, st 0.064 w 1.77 1.65 0 0 0 0 108 108 191 179 2A-2ov 0.340 w 9.42 29.57 0 0 0 0 0 0 0 0LO 13A-7ocs Blk wall, s 2A-2ov 0.167 0.340 w w 4.63 9.42 4.32 2957 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ovd 0,550 w 15.24 2891 0 0 0 0 0 0 0 0 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 IIDO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 0 0 0 0 134 134 97 189 F 2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.39 0,72 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 39 16 438 0 0 0 0 0 6 c) AED excursion 50 47 Envelope loss/gain 1129 594 486 517 12 a) Infiltration 255 83 354 115 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1384 677 840 631 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1384 677 840 631 15 Duct loads IM/6 10 . 138 68 249/6 285/6 198 177 FTTotal room load 1523 745 1038 808 Air required (clm) 84 33 57 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9$ 6- wrlgFttso*t- 2018-May-01 16:00:02 Ag& Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 14ReaganPom1e75108N\ Lo14ReaganPointe75108N rup Calc = MJ8 House laces E RDEL-AIR Right-J® Worksheet D'=`'"'' Entire House Job: Lot4ReaganPointe751OBN• Date: March 16, 2018 By: RH DEL -AIR HEATING & AIR gNDITIONING, 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM 1 Room name mstr we mstr rm 2 Exposed wall 4.0 it 30.0 ft 3 Room height 9.0 It heal/cool 9.0 it heat/cool 4 5 Room dimensions Room area 4.0 x 6.0 ft 24.0 IV 1.0 x 237.5 11 237.5 fie Ty Construction number U-value BlulVftZ"F) Or HTM BtutVft2) Area (11 or perimeter (ft) Load Btuh) Area (its or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 vj/ 12E-Osw Frm wall, st 2A-2ov 2A-20v 0.064 0.340 0.340 n n n 1.77 942 9 42 1.65 12.23 10.43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ L-C1113A- 7ocs BIk wall, s 2B- 21v 0. 167 0. 340 n n 4. 63 9. 42 4. 32 12. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E- Osw Frm wall, st 2A- 20v 2A- 2ov 0. 064 0. 340 0. 340 a a a 1. 77 9. 42 9. 42 1. 65 28. 55 29. 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 7ocs Blk wall, s 11J0 0. 167 0. 600 a a 4. 63 16. 62 4. 32 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LOW It 1--a 16B- 19ad 12E- Osw Frm wall, st 2B- 21v 0. 049 0. 064 0. 340 a s s 1. 36 1. 77 9. 42 2. 66 1. 65 12. 23 0 0 0 0 0 0 0 0 0 0 0 0 43 1" 0 43 144 0 58 255 0 115 238 0 I 13A- 7ocs Blk wall, s l OC-v 0. 167 0. 340 s s 4 63 9. 42 4. 32 8. 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GILi ZA-2ov 12E- Osw Frm wall, st 2A- 2ov Blk wall, s 2A- 2ov 2A- 2ovd 12C- Osw Frm wall, r- 0. 340 0. 064 0. 340 0. 167 0. 340 0. 550 0. 096 s w w w w w 9. 42 1. 77 9. 42 463 9. 42 15. 24 266 11. 95 1. 65 29. 57 4. 32 29. 57 28. 91 1. 53 0 36 0 0 0 0 0 0 36 0 0 0 0 0 0 64 0 0 0 0 0 0 60 0 0 0 0 0 0 126 42 0 0 0 0 0 84 0 0 0 0 0 0 150 392 0 0 0 0 0 140 1230 0 0 0 0 q/ I-- 0 t13A- 7ocs C C Fj I- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 24 24 17 34 238 238 171 336 F 20P-19c 0.050 1.39 0.72 0 0 0 0 77 77 107 55 F 2OP-191 0.050 139 0.72 0 0 0 0 0 0 0 0 F 2ZA-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 466 Envelope loss/gain 81 86 1133 2580 12 a) Infiltration 62 20 535 173 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 143 106 1668 3583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 143 106 1668 3583 15 Duct loads 24% 28% 34 30 24% 289/9 393 1002 Total room load 176 1135 1 2061 14585 Air required (clm) 10 6 114 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V 1- wrlyFetsoft- 2018-May-01 16:00:02 r """ Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4 I4ReaganPointe751OBN\ Lol4ReaganPom1e751OBN rup Calc . MJ8 House faces. E Job: Lot4ReaganPointe7510BN Date: March 16, 2018 1 DEL -AIR Right-J® Worksheet ffMO.MW Entire House DEL -AIR HEATING & AIR PPNDITIONING531CODISCOWAY, SANFORD, FL 327hone: 407-831-2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM By: RH 1 Room dame msir wic utd 2 Exposed wall 5.0 It 6.5 If 3 Room height 9.0 It heal/cool 90 it heat/cool 4 Room dimensions 1.0 x 98.0 11 8.5 x 6.5 It 5 Room area 98.0 112 55.3 fiz Ty Construction U-value Or HTM Area (f12) Load Area (112) Load number BlutVfl2-*F) Bt112) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 1q/ 12E-Osw Frm wall, st 0.064 n 1.77 1 65 45 45 80 74 0 0 0 0 2A-2ov 0.340 n 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.42 10.43 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 n 4.63 4.32 0 0 0 0 0 0 0 0 11 213- 21v 0.340 n 9.42 12.23 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0,064 a 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.42 28.55 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.42 29.57 0 0 0 0 0 0 0 0 t-D 13A-7ocs Blk wall, s 0,167 a 4.63 4.32 0 0 0 0 0 0 0 0 11J0 0. 600 a 16.62 18.51 0 0 0 0 0 0 0 0 W 16B- 19ad 0.049 a 1.36 2.66 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 s 1.77 1.65 0 0 0 0 59 59 104 97 2B•21v 0.340 s 9.42 12.23 0 0 0 0 0 0 0 0 G 13A•7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0 10C-v 0.340 s 9.42 8.56 0 0 0 0 0 0 0 0 ZA-2ov 0.340 s 9.42 11.95 0 0 0 0 0 0 0 0 Vp/ 12E- Osw Frm wall, st 2A•2Dv 0.064 0.340 w w 1. 77 9.42 1.65 29.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 13A-7ocs Blk wall, s 0.167 w 463 432 0 0 0 0 0 0 0 0 C 2A- 2ov 0.340 w 9.42 29.57 0 0 0 0 0 0 0 0 C 2A- 2ovd 0.550 w 15.24 28.91 0 0 0 0 0 0 0 0 q 12C- Osw Frm wall, r- 0.096 266 153 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B- 38ad 0.026 0.72 1.41 98 98 71 138 55 55 40 78 F 20P• 19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 20P- 191 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A• td 0.989 2740 000 0 0 0 0 0 0 0 0 6 c) AED excursion 16 55 Envelope loss/ gain 150 197 143 119 12 a) Infiltration 77 25 100 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 227 221 244 752 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 227 221 244 752 15 Duct loads 249/e 28*/0 54 62 249/0 289/6 57 210 Total room load 281 1 2831 301 962 Air required ( cfm) 16 13 17 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I*- w!: 1SOR%zWoT!- 2018-May-01 16:00:02 c "^'^ Right - Suite® Universal 2018 18.0.13 RSU23828 Page 5 l4ReaganPointe7510BN\Lot4ReaganPointe7510BN. rup Calc = MJ8 House faces: E DEL --AIR Right-J® Worksheet 1f1"0.1110 "'° Entire House DEL -AIR HEATING & AIR CPND0IONI531CODISCOWAY, SANFORD, FL 327h4 65 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot4ReaganPofnle7510BN ' Date: March 16, 2018 By: RH 1 Room name bdrm 2 b1h 2 2 Exposed wall 14.0 It 0 It 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 170.8 it 170.8 It2 100 x 5.5 It 55 0 IF Ty Construction number U-value Btuh/Itz°F) Or HTM Btuh/ftz) Area (1112) or perimeter (fl) Load Btuh) Area (Itz) or perimeter (ft) Load Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 j/ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0 064 0.340 0.340 n n n 1.77 942 9.42 1.65 12.23 10.43 126 0 20 106 0 0 188 0 188 175 0 209 0 0 0 0 0 0 0 0 0 0 0 0CC 11 13A-7ocs BIk wall, s 2B-2Iv 0.167 0.340 n n 4.63 9.42 432 12.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 a a a 1.77 9.42 9.42 1.65 28.55 29.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs BIk wall, s 11J0 0.167 0.600 a a 4.63 16.62 4.32 18.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-D W G 16B-19ad 12E-Osw Frm wall, st 2B-2Iv 0.D49 0.064 0.340 a s s 1.36 1.77 942 Z66 1.65 12.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V G 13A-7ocs Blk wall, s 10C-v 0.167 0.340 s s 4 63 9.42 4.32 8.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 12E-Osw Frm wall, st 2A-2ov 0.340 0.064 0.340 s w w 9.42 1.77 9.42 11.95 1.65 29.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ C 13A-7ocs BIk wall, s 2A-2ov 2A-2ovd 12C-Osw Fnn wall, r- 0.167 0 340 0.550 0.096 w w w 4.63 9.42 15.24 2.66 4.32 29.57 28.91 1.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-G q 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0D C 16B-38ad 0.026 0.72 1.41 171 171 123 241 55 55 40 78 F 2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.39 0.72 67 67 92 48 52 52 72 37 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 51 8 Envelope loss/gain 592 622 112 107 12 a) Irlldtration 215 70 0 0 b) Room ventilation 0 0 0 0 13- Irdemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 807 692 112 107 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 807 692 112 107 15 Duct loads 24^/0 289/0 190 194 24% 28% 26 30 FTTotal room load 997 885 138 137 Air required (clm) 55 39 8 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}f wr1gtitso9t- 2018-May-01 16:00:02 Right-Suile® Universal 2018 18 0.13 RSU23828 Page 6 t4ReaganPointe7510BN\Lot4ReaganPomle7510BN.rup Calc - MJ8 House laces: E DEL -AIR wt • wnm o Right-JO Worksheet Entire House DEL -AIR HEATING & AIR hone: 531 CODISCO WAY, SANFORD, FL 3277t hone: 407.831.2665 Fax- 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot4ReaganPo1nte7510BN Date: March 16, 2018 By: RH 1 Room name bdrm 2 wic retreat 2 Exposed wall 3.0 It 41.0 It 3 Room height 9.0 it heaYcool 9.0 It heaUcool 4 5 Room dimensions Room area 8.5 x 3.0 It 25.5 112 1.0 x 368.3 it 368.3 IF Ty Construction U-value Or HTM Area (ftz) Load Area (it,) Load number BluhlftloF) Btuft/fl2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Fnn wall, st 0.064 n 1.77 1.65 27 27 48 45 32 32 56 52 2A-2ov 0.340 n 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.42 10.43 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 n 4.63 4.32 0 0 0 0 0 0 0 0 11 L-C 2B-21v 0.340 n 9.42 12.23 0 0 0 0 0 0 0 0 12E-Osw Firm wall, st 0.064 a 1.77 1.65 0 0 0 0 104 72 128 120 2A-2ov 0.340 a 9.42 28.55 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.42 29.57 0 0 0 0 31 0 294 923 Vj1 13A-7ocs Blk wall, s 0.167 a 4.63 4.32 0 0 0 0 0 0 0 0 a 11.10 0 600 a 16.62 18.51 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 a 1.36 2.66 0 0 0 0 0 0 0 0 ILG12E-Osw Frm wall, si 0.064 s 1.77 1.65 0 0 0 0 234 203 360 336 213-21v 0.340 s 9.42 12.23 0 0 0 0 31 31 294 382 13A-7ocs Blk wall, s 0.167 s 4.63 4.32 0 0 0 0 0 0 0 0 IOC-v 0.340 s 9.42 8.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.42 11.95 0 0 0 0 0 0 0 0 1q/ 12E-Osw Fnn wall, s1 0.064 w 1.77 1.65 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 w 942 29.57 0 0 0 0 0 0 0 0 1q/ 13A-7ocs Blk wall, s 0.167 w 4,63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.42 29.57 0 0 0 0 0 0 0 0f-CC 2A-2ovd 0.550 w 15.24 28.91 0 0 0 0 0 0 0 0 q 12C-Osw Frm wall, r- 0.096 2.66 1 53 0 0 0 0 0 0 0 0 D 11 D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16191-38ad 0.026 0.72 1.41 26 26 18 36 368 368 265 520 F 20P-19c 0.050 1.39 0.72 0 0 0 0 18 18 24 13 F 2OP-191 0.050 1.39 0.72 26 26 35 18 17 17 24 12 F 22A-Id 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 99 Envelope loss/gain 102 91 1444 2258 12 a) Infiltration 46 15 631 204 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 148 106 2075 2462 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 148 106 2075 2462 15 Duct loads 24% 28% 35 30 249/e 28% 489 689 Total room load 182 136 2564 3151 Air required (clm) 10 6 142 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1jed- wrsghtsolt- 2018-May-01 16:00:02 Aft ^. -" Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7 14ReaganPoinle7510BN\Lol4ReaganPomte7510BN.rup Calc - MJ8 House laces: E RDEL-AIR Right-J® Worksheet Entire House Job: Lot4ReaganPo)n1e7510BN Date: March 16, 2018 DEL -AIR HEATING & AIR PPNDITIONING 531 CODISCO WAY, SANFORD, FL 327hone: 407.831.2665 ax: 407-333-3853 Web: WWW.DEL•AIR.COM By: RH 1 Room name bdrm 3 wic bdrrn 3 2 Exposed wall 45 11 26.0 ft 3 Room height 9.0 ft heallcool 9.0 If heal/cool 4 5 Room dimensions Room area 45 x 8.0 111 36. 0 I112 1. 0 x 186.0 It 186. 0 ft2 Ty Construction number U- value BtuW1I2-* F) Or HTM Btuh/ 02) Area ( fl2) or perimeter (ft) Load Btuh) Area ( 112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 w/ 12E-Osw Frm wall, st 2A- 2ov 2A• 2ov 0. 064 0. 340 0. 340 n n n 1. 77 9. 42 9. 42 1. 65 12. 23 10. 43 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 108 0 0 191 0 0 179 0 0 II---C Vj/ L_ C 1113A- 7ocs Blk wall, s 2B- 21v 0. 167 0, 340 n n 463 9. 42 4. 32 12. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 12E- Osw Frm wall, st 2A- 2ov 2A- 217v 0. 064 0. 340 0. 340 a a a 1. 77 9. 42 9. 42 1. 65 28. 55 29. 57 41 0 0 41 0 0 72 0 0 67 0 0 126 31 0 95 2 0 168 292 0 157 885 0 CI/ D 13A- 7ocs Blk wall, s 11J0 0. 167 0. 600 a a 4. 63 16. 62 4. 32 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W y/ YLC 16B- 19ad 12E- Osw Frm wall, st 2B- 2fv 0, 049 0. 064 0. 340 a s s 1. 36 1. 77 9. 42 2. 66 1. 65 12. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 7ocs Blk wall, s 10C- v 0. 167 0. 340 s s 4. 63 9. 42 4. 32 8. 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1q/ U- G 2A- 2ov 12E- Osw Frm wall, st 2A- Bov 0. 340 0. 064 0. 340 s w w 9. 42 1. 77 9. 42 11. 95 1. 65 29. 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ C 13A- 7ocs Blk wall, s 2A- 2Dv 2A• 2Dvd 0. 167 0. 340 0. 550 w w w 4. 63 9. 42 15. 24 4. 32 29. 57 28. 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--G q 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 1- 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 36 36 26 51 186 186 134 263 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.39 0.72 32 32 44 23 184 184 255 132 F 22A•Id 0.989 27.40 0.00 0 0 O 0 0 0 0 0 6 c) AED excursion 11 156 Envelope foss/gain 142 130 1041 1772 12 a) Infiltration 69 22 400 129 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 211 152 1441 1901 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 01 0 14 Subtotal 211 152 1441 1901 15 Duct loads 249/6 280/0 50 43 249/0 28% 339 532 Total room load 261 195 1780 2433 Air required (clm) 14 9 98 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F} 4- wrlgF T=4MVt- 2018-May-01 16:00:02 7- "" ' ""'- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8 t4ReaganPointe7510BN\ Lol4ReaganPointe751OBN.rup Calc - MJ8 House faces: E jDEL-AIR Duct System Summary Job: Lot4Reaganftnte7510BN Date: March 16, 2018 1eAi018-" 01COX10111D01M Entire House By: RH DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes External static pressure Pressure losses 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. 172 in/100ft 1333 cfm 139 it Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 172 in/100ft 1333 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bdrm 2 h 997 55 39 0.231 6.0 Ox 0 VIFx 18.8 85.0 stl bdrm 2 wic h 182 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 SO bdrm 3 C 2433 98 108 0.221 6.0 Ox 0 VIFx 23.8 85.0 SO bdrm 3 wic h 261 14 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 stl bth 2 h 138 8 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 SO dining h 3759 208 192 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2 family C 6967 212 309 0.184 10.0 Ox 0 VIFx 35.8 95.0 st2 kitchen h 5210 288 191 0.195 9.0 Ox 0 VIFx 28.1 95.0 st2 mstr blh h 1038 57 36 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 4585 114 203 0.192 8.0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 176 10 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 281 16 13 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1523 84 33 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2 retreat h 2564 142 140 0.234 7.0 Ox 0 VIFx 17.7 85.0 stl util c 962 17 43 0.239 4.0 Ox 0 VIFx 15.2 85.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 197 258 0.183 584 9.0 0 x 0 VinlFlx stl stl Peak AVF 541 608 0.183 569 14.0 0 x 0 VinlFlx st2 Peak AVF 792 725 0.172 568 16.0 0 x 0 VinlFlx Wrightsoft' 2018-May-01 16:00:03 W+ . r.. ... Right -Suite® Universal 2018 18 0.13 RSU23828 Page 1 4. CA 9 t4ReaganPointe7510BN\ Lot4ReaganPointe7510BN.rup Calc = MJ8 House laces: E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft' 2018-May-01 16:00:03 Right -Suite® Universal 2018 18.0.13 RSU23823 Page 2 t4ReaganPointe7510BN\Lot4ReaganPointe7510BN.rup Calc a MJ8 House faces: E Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2958 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (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)(0, (g) or (i), Florida Statutes, to be "substantially leak Free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55'F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. 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 bumer(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 atilt 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. 2. 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. 3. 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 Umin. a. When tested in accordance with HVI Standard 916 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/1/2018 4:28 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator M 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. 5/1/2018 4:28 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot4ReaganPointe7510BN Builder Name: David Weekley Homes Street: 2958 Gipper Circle Permit Office: City, State, Zip: Sanford , FL, 32773 Permit Number: Owner: Jurisdiction: 691000 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/soft shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ce pliagg a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-000. 5/1/2018 4:29 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 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: O This checklist O 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, a -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). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O 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) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 5/1/2018 4:28:24 PM Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot4ReaganPointe7510BN Builder Name: David Weekley Homes Street: 2958 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2174 House Duct Total Conditioned Floor Area) System Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to th osed duct leakage Qn specified o F R405-2017. SIGNATURE: PRINTED NAME: = DATE: QS 5/1 /2018 Duct tightness shall be verified by testing to 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. BUILDING OFFICIAL: DATE: THE STg7 O 1v a 1 t •-jC 4 ti 0,6D WE 5/1/2018 4:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S 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: Lot4ReaganPointe7510BN Builder Name: David Weekley Homes Street: 2958 Gipper Circle Permit Office: City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 2174 sq.ft. Cond. Volume: 19869 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Cod uirements in accordance with Sectiefin R4 .A.1.2. SIGNATURE: kl PRINTED NAM DATE: j 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: pF THE STq O 0 5/1/2018 4:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 SPCGAL PLUMBING 21 RECORD COPY 114 v1k Jul Spegalplumbing.com LIC## CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 2318 eull01tic SANFpRo 0, AgRTME PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 4, 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 WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED W28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES at i S P lb l inww I I I t If it GIPPER CIRCLE, SANFORD, FLORIDA 32773 Benchmark Information- SB = Set Backs, L1 L240asshownhereonarefromthelotspecific Seminole County Control Point GPS ite Ian a rovided b the client S 00'10'56" E 40.00'(P) S 00"10'56" E 07.77'(P) P.. ,rP a aye ei Name 0117, Designation 488120117. Elevation = 45.350' Elevations are based upon NAVD 88 Datum) F ' l 2-71g? EN!.ee L L'_ 1' This is NOT a Boundary Survey 0.42' 1 Easels d N w^ LL y L? E rn8 B O 0.22' i Eason Ok to construct single family home with setbacks and impervious area shown on plan. 5b. lify / sic Lot 5 1 e N 89'49'04" E 80.00'(P) BB" n b list ant v b v n b v ri II 153 wr 20.0 co:•..i'.' pAlcibe Proposed. .•. vropnaoo' O m . . . . . . . . . Two Story . . . . . . b Corso ;' r4 Concrete Block PMPGNO S Wood Frame .... Sp• • • • • • • • Residence #2958 • • • • • Proposed FFE= 48.50' 0.0 Plan # N 7510 B too Z be 15' Setback 14 e. Line r' l. so' I 18.0 ss ua 5.3 b b I b 1 N bN I n to •• ,ri vi as asl a ant 1t` S 89e49'04" W 80.00'(P) 20'Clipoes C Setback Line J i rn J Lot 3 to 2958 GIPPER CIRCLE, SANFORD, FL 32773 Area Calculations Total Lot Area= 3,200 sq It (100%) Impervious Area in Square Feet: Total House Foot Print = 1.294 sq N (40%) Total Porch and Deck/Lanai = 252 sq It (08%) Total Driveways = 320 sq ft (10%) Total Walkways = 40 sq ft (01%) Total A/C Pads = 16 sq h (0.5%) Total Out Buildings = 00 sq fl (00%) Total Pool Deck Surface (Not including Water Surface = 0.000 sq ft (00%) Total Total Pool Water Surface = 0,000 / 2 0,000 sq It (00%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan UE - Utility Easement d = Proposed Elevation L+j 1 T W E W1.1 S Graphic Scale 10' 2 ' 40' Scale: 1 "=20' Field Date: 4/20/2018 Date Completed: 04/20/18 NOTES- I norotry, cony shot Into aounumy burvoy or Zhu mioves Ildipile00 P,Wo,t1 is Sue very a eased upon the Legal DreC,iplion Supplied by Client. True and coup to tin/ Bost at my KnoModpo and Bolbt as racardly, swvoyod Drawn BY: G.S. File Number.IS-46502 PP Abulease Roperl,es Deeds have NOT leaves Resoncheed lot Gap.Oveetaps and/o, Hows. Under my Obocdbn volt the Delo shown. Roared dnlydormoeon fumishod to Ms Sub)oc1 loony Fase,ne,ds and/m 6Pstnctions of Raco,d Os NOIdd and Cdnformtr to mo sbndmda of Pracfto her, Land Survoylni Legend- Bca,i„p baps down he,con, is Assumed and Based upon the Line Ucnaed win, a •Bs•. In Iho Stoto of Ftorldo In accordance whh Choptor Si17.057 Fbrbo AdmIMWOUvo Codas. Puquonl Iond 7 77 FIdrb081muloe. c Calcumm PC -Point of curvature Melding Ties see NOT to be used to,econmpvs uCt RoonyLln. pe• -pop Fenco Ownwship6NOTdete,mmed. pd:K B CM COnpalsBlockJ.RwC Concrete Monument PI - point of lnunoctbn P.O. B. - Point of Baglnning Noof Ove, hangs, Undeegiound Uld,uas and/o, Fooiees have NOT been located UNLESS Qr,. Iir F.. Corte. D concrete Description P. O. L.. Point on Une pp pqg othc,wisc nosed Septic Tanks and/aU,nnfeeld locanonsa,e app,wimsteand MUST be widied by a o ` Sara FOR THE DEUcslnags Eaasrnd POY1ef FIRM - Permanent Ref ence app,upeate Utility Luulion Ces,npauics. v. FIRh Esrnt. Esserrwnt Monummd suite of This Sinny lot Peoposce office Ilion inleemded. Without Wrillon Vaieficalion. Will be Patrick K. Irelan ery'•.-todoP$ 6637 LB7623 F.E. M.A- Federal Emmgmdy P7 -Point otT a Y al the Users We Risk and Without Liability to me Sue wrest. Nothing Nweon shill be 1111B Survey Is in1e11d Y• use of Said Certified Pelves. Management Agmiry R .Rodke Consrwd to give ANY Rights o Benehis to Anyone Olhe, than those CenirAd. The NOT VALID UN B1d E1BbOS5EA flllll SWY S Seal. FFE Fed. FinishedFloor Elevation Red. - RadW Found R& C - Reber 8 Cap Iron Pipe POINTS OF 1N7EREST. PROPOSED DRIVEWAY OVERLAPS EAST EASEMENT. PROPOSED Ireland &Associates Suruey g Inc. IP Lore%1 ( Arc) Roc - Recovered Rid. - Roofed CONCRETE SIDEWALK OVERLAPS EAST EASEMENT i M HAD MassufldNub a. Disk Sol - Sol ' h' Reber 8 Rehm Cap' LB 7BZf' Docusgnsd by: 1301 S. International Parkway Suite 2001 N R. ORB Non -Radial lot RemrdsBookTYp. • Typical ter yy' A 1- ,/I u kI, 644 1PR1rFnR3FCArfii1FR LakeMary, Florida 32746 P.B. Plotoffi Plot Book wood Fsteuc wm • WaUE Metm A - Delta ( central Ands) Chain Link Fill= www.irelandsurveong. com Office407.678. 3366 Fax407.320.8165 RECORD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,022 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2807 VA total 5807 VA a1 Dryer 5000 VA # 1 a Z Disposal 650 VA Dishwasher 1200 VA \\D'"c Refrigerator 720 VA Water Heater 4500 VA SPNFORO Range. 8000 VA Heat 8000 VA 9EPAR Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole - City -Sanford James Lanier EC 0002989 Office # 407-933-7771 r Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE Phone:(800)755-6001 A.r alpineitw.com omer. Accu-Span Truss Company Job Number: 20524 lescription: 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY ess: Lot 4 Reagan Pointe City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: I License #: Address: Job Engineering Criteria: Design Code: FBC2017RES City, State, Zip, State: View Version: 17.02.01.1114.21 JRef #: 1WaH4080011 Wind Standard: ASCE7_10 Wind Speed (mph): 139 I Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 40 truss drawings and 9 details. Item Seal # Truss 1 117.18.1134.07439 F1 3 117,18.1146.13607 F2 5 117.18,1134.07548 F3 7 117.18.1146.19440 F4 9 117.18.1146.23610 RB 11 117.18.1134.07549 F5A 13 117,18.1134.07330 F6A 15 117,18,1146.29380 FG2 17 117,18.1146.54560 AM 19 117.18.1146.59647 A5A 21 117,18.1134.06956 A3 23 117.18.1134.07300 A5 25 117,18.1147.05337 B3 27 117,18.1134.07626 B1 29 117.18.1147.09280 EJ6 31 117,18.1134.07174 EJ7 33 117,18.1147.27813 ERA 35 117.18.1134.07049 CJ3 Florida Certificate of Product Approval #FL1999 Item Seal # Trtx 2 117.18.1134.07301 F1A 4 117.18.1146.17647 F2A 6 117.18.1134,07550 F3A 8 117.18.1146.21397 RA 10 117.18.1134,07564 F5 12 117.18.1134,07345 F6 14 117.18.1146,26793 FG' 16 117.18.1134.06955 Al 18 117.18.1146.58013 MA 20 117.18.1147.01337 A6A 22 117,18.1134.07299 A4 24 117.18.1147,03703 A6 26 117.18.1147.07660 B3A 28 117,18.1134.07050 B2 30 117,18.1147.11870 EJ6 32 117,18.1147.25357 ER 34 117,18.1134.06987 W1 36 117.18.1134.06971 CJ5 is ATE s•o; i ; 04-I F OR\V "' 22 This document has been electronically signed and seeled using a Digital Signature. printed copies without an original sig eture must be 04/27/2018 verified using the original electronic version. Printed 4/27/2018 2:38:04 PM ALPINE Ci•w /wi wrs Ilww. Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com vrasa nn yr nry arvrr. Customer. Accu-Span Truss Company Job Number 20524 JobDescription: 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Address., Lot 4 Reagan Pointe I City, State, Zip: SANFORD, FL 32773 Item Seal # Truss 37 39 117.18.1147,29133 IC15A117.18.1134.07033 HJ7 Item ISeal # Truss 38 40 117.18.1147.31020 117.18.1147.35037 CJ3A HJ7A IRA Q 1•' T - 1 s" i r • ATE A a- 0,41,•.'o OR`pPa.•`6 , c. SS ONAt I ra Thisdocument has been electronically signed and sealed using a Digital Signature. printed copies without an original signature must be 04/27/ 2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/27/2018 2:38:04 PM Job Number: 20524 Ply: 1 SEON. 613426 / T32 / SY42 Cust RR408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty. 4 FROM TH DrwNo: 117.18.1134 07439 Truss Label: F1 KM / DF 04/27/2018 i 973" i 10'6'4 23'6'4 24 29"i i 93' 1'3 13' 11" 2 5'4"8 P"A 76-12 --}-- 2'6'12 76-12 —}— 2.6.12 —}— 2.6.12 --}-- 2-6.12 —f — 2-6-12 —{ F— Z6"12 a W=3X4 a3X8 a3X4 =-3X4 =a4X6 a3X41241 A B C D E F G H 1 J K O3X10[16) L M 1J I 410. I—IW MT RZ3X6a3X616) = 3X4 -a 3X10 a W 3X4 r=4X 10 a 3X6 a 3X4 = 3X4O 18'4' 11'6'8 29'10"8 J Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid NA Pg• NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL I W Z 905 / - / - / - / - 17.3TCDL: 1000 Speed: NA mph Ft NA Ce: NA VERT(LL): 0.253 E 856 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.492 E 609 240 T 1937 / - / - / - / - 15.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - O 551 / - / - / - / - / 7.3 Des Ld: 5500 EXP. NA HORZ(TL): 0.056 B Z Min Brg Width Req = 1.5 Code I Misc CriteriaNCBCLL. 10.00 Mean Height: NA it Creep Factor- 2.0 T Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psi BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.914 O Min Brg Width Req = 1.5 Bearings Z, T, & O are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI 0.738 Bearings Z & O require a seat plate. Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0,780 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp Chords Tens. Comp. Lumber B- C 0- 262D H -1 0 -1942 Top chord 42 SP #2 Dense C - D 0 -262D I - J 1799 0 Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: D - E 0 -2860 J - K 1799 0 Webs 4x2 SP #3 E - F 0 -2B57 K - L 374 -1069 Plating Notes F - G 0 -1942 L - M 363 -1082 G- H 0 -1942 M- N 357 -1078 All plates are 1X3 except as noted. Plate Shift Table Maximum Boll Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Site Z - Y 1592 0 U - T 5D5 -183 161 W3X6 3.00 L 1.25 1161 W3X10 5.50 R 1.25 Y - X 2980 0 T - S 450 -936 1241 W3X4 2.25 R 1.25 X - W 2857 0 S - R 1082 -363 Deflection W - V 2852 0 R - O 864 - 78 Max JT VERT DEFL: LL: 0.25" DL: 0.27". See detail, DEFLCAMB1014 for camber recommendations. FL ra! O V - U 505 -183 G p SAdditionalNotes • •••• il, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. O •.•• 2x6 continuous strongback. See detail Q •'• S.••• Z B 0 V -1 1638 01769 STRBRIBR1014 for bracing and bridging B - Y 1137 0 I - T 0 -2221 recommendations. : : Y - D 0 - 398 T - K 0 -1518 Deflection estimate assumes composite action with ; O. 6415: D - X 217 -421 K - S 1016 0 single layer of the appropriate span rated glue -nailed • F- V 0 -1129 N- O 86 - 960 wood sheathing. * r Webs are square cut except dbl diagonals or as IM • ATE • otherwise shown. p 9 Truss installed 'a %• must be as shown with top chord up. F p •• (` O. cFSS/ 0 278•h,OyNAwamu 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extre[ne care in fa bri ling, handling, shipping, installing and bracing. Refer to nd follow the latest edition of BCSI (BuildingetetyInstalleComponentggInformation, byy TPI ana SBCA) for safety practices prior to pe orming these unctions. shall provide have bottwa Nord lempora hav@abracinerBSt. Unl ss Holed otherwi e,top chord shall properly attached structural sheathing and shall pro er yattachrlggidceilinpeLocationsshownlorpermanenllateralrestraintofwebsshallhavebraan9installedr8G1sectionsB3, B7 or 10, as applicable. A ply plates to each face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. kefer to drawings 160A-Zptor standard plate positions. ALPINE Alpine, a division of ITW B1 ildinQQCComponsgnls Gaup Inc. shall not be responsible for any deviation From this drawin as failure to build the ,,,m„cy •err dr win9trussinconformancewithANSIITP11, or for handlij shipping, installation and bracinj of trussesA seal on this or Eover page 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro assionai 8ngins ring responsibility solely or the desi n shown. The suiTabililyec.2. and use of this t7rawing for any structure is the responsibility o iPfla Building Designer per ANSUTPI 1 Suite 150 For more infomwbon see this jotes general notes page and these web sites: ALPINE: www al medw com TPI: www mst.o • SBCA: www.sbcindus com• ICC: www.iccsafe org Orlando FL. 32837 Job Number: 20524 Ply. 1 SEQN: 613427 / T29 / SY42 Cust: RR408 JRef: 1WaH40d0D11 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Qty: 1 FROM. CH DrwNo: 117.18.1134.07301 Truss Label: F I A KM / OF 04/27/2018 29'10'8_ 1'S' 26'3'14 27 8 1'5' 24.10'6 8' 3 ~ g I - 23'4.10 2'6-12 —{r1 ( TYPI , 1' 4'l2 1W TYP a 3X4 A I = AU 3X4 a 3X4 W= 3X4 a 3X4 L T U V W 29, 10'8 AG a 3X4 B Y Za 3X4 64. 12 3' 1 — 6' 2'14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0 012 Z 999 360 AU•111 / - / - / - / - / 215 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.022 Z 999 240 AG91 / - / - I - I - 164.8 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 Y - - AB 451 / - I - l - I - l 7.3 Des Ld: 55.00 EXP. NA Mean Height: NA ft HORZ( TL): 0.003 Y Y 328 / - I - / - / - / 7 3 NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 AU Min Big Width Req = - Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.347 AG Min Br 9 Width R _ - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.161 AB Min Brg Width Req = 1.5 Y Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0,127 Bearings AU, AG, AB, & Y are a rigid surface. Loc. from endwall: NA FT/RT:0(0)/0(0) Bearings AU, AG, AB. & Y require a seat plate. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17 02.01A.1114.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 Dense Chords Tens.Comp. Bot chord 4x2 SP #2 Dense U - V 0 -396 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1 X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. AB - AA 395 0 Z - Y 396 0 Additional Notes AA- Z 396 0 See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Deflection estimate assumes composite action with Webs Tens Comp Webs Tens. Comp. single layer of the appropriate span rated glue -nailed wood sheathing. AB- U 0 -458 V- Y 0 -441 Webs are square cut except dbl diagonals or as otherwise shown. Inift Truss must be installed as shown with top chord up. dit C lazyys o. 648 • X OR 0 278'14 0NA%, w+ wrtalt+uwy° 04/ 27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS awe extreme care in fa¢rri ating ha ndl* shi pi installing and bracing. Refer to find follow the latest edition of BCSI (Building tggfeInformation, byy f l and SCA 4i sae ractices prior to performing these unctions Installers shalllprovidae @teamporr aee SCSI. Unless noted olherwi e.top chord shall have properly attache structural sheathing and bpott2nl or cons B3V B or etOY idceilingLocationsshownorDermanentlateralrestraintfwebssallhavebracinggmslallederBBGse5e. A piy Ptates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Zpor standard pate positions. Of for failure to build the I or over pa n. he sui ility A IPL NEn vi 1, onor r acceptance any structure WQ wwr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 20524 Ply: 1 SEON 613428 / T20 SY42 Cust R408 JRef: 1WaH4080011 7510 - B (MB TRAY) 17510. B (MB TRAY) -DAVID WEEKLY Oty: 6 FROM: CH DrwNo: 117 18.1146.13607 Truss Label: F2 KM / DF 04/27/2018 9'3" 10'6' 23'0'12 t 97 + 1'3"8' 12'6"4 1'3' 2'6.12 -}- 2'6"12 --{ F- 2-6"12 -- 1 2'6"12 -}- 2-6.12 I'll 0" --I W=3X4 3X8(4] =3X4 =3X4 =3X70 =3X4 $3X4 A B C D E F G H I J K L PIP e 1 4 V U T S R r9p XN 3X6 = 3X8[6) =3X4 a3X8(14) =W=3X4 =_3X10[18) _ 34 18' 7"4 i 4'58 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 Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA CSC 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 #1 Dense 32 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 41 W3X8 4.25 L 1 25 [ 61 W3X8 3.50 L 1.25 14) W3X8 400 R 1.25 [181 W3X10 3.50 R 1.25 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. This truss spaced Q 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 13. 75 PSF) supporting 0-" roof spans with 0-" overhang Roof load: 20.00 psf LL and 25.00 psi DL. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 23' 0"12 - I Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria Pg: NA Cl: NA CAT. NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 Snow Duration. NA HORZ(LL): 0.040 B - - HORZ( TL): 0.060 B Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.652 TPI Sid: 2014 Max BC CSI: 0.733 Rep Factors Used: Yes Max Web CSI: 0.734 FT/ RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver• 17.02.01A.1114.21 W W1 4 , o VATE OF ;< 6 9 '•. P.•' vi 04/ 27/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W V 971 /- /- /- /- /7.3 P 1667 /- /- /- /- /6.0 V Min Brg Width Req = 1.5 P Min Brg Width Req = 1.5 Bearings V S P are a rigid surface. Bearing V requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - C 0 - 2896 G - H 73 - 2649 C - D 0 - 2896 H - 1 73 - 2549 D- E 0- 2896 I- J 1226 0 E- F 0- 3386 J- K 1226 0 F- G 0- 3386 K- L 457 0 Maximum Boll Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. V- U 1727 0 R- O 1347 - 595 U- T 3403 0 O- P 1347 - 595 T- S 3386 0 P- O 0 -479 S - R 3383 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. V- B 0 -1919 R-I 1540 0 B- U 1292 0 I-P 0 -2152 U- E 48 -561 P-K 0 -901 E - T 317 - 426 O - L 0 - 503 G- R 0 -1141 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re extreme care in fabnsattn h Llddtin9 shipping inslalling,and bracl'ngg. Refer to and follow the lattest edition of BCSI (Building ComponentSgefetyInformation, by TPI an S0CnA) i$ sale practices pnor to perlo rrting these functions. Inslaller5 sh 11 provide temporary bracin per B SI Unl ss noted o1herwiSe.top chord shall hXve propedx attached structural sheathing and bott hor( ghall have a progeny attach d rigid cedmt1 rations shown for ermanent lateral restraint Of webs shall hav bracingg installed per BG I sections B3. 87 or 10, as appItcafAgg' A2p?y_ rMes to each face opiiruss and position as shown above and on rite Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for s ndard plate positions. Alpine, a division of ITW BuildinQQCComponents Group Inc. shall not be responsible for any deviation from this dr win any failure to build the .Hm.oae rn truss in cont rmance with ANSI/TPI 1, or for handling9, shipppingg, inst aallation and bracinsa of trussesA seal on th dr wing or cover page 6750 Forum Drive IIIthis $r win indicates acceptance of professionar engineering responsibilittyy solely for the d s n shown. The suitability Suite 305 anduseofis iawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI ec.2. For more information see this joWs general notes pane and these web sltes: ALPINE' www at inettwxom TPI. www ins) ' SBCA: www sbandu4 com• ICC. www.iccsefe.org Orlando FL. 32e21 08 Truss 5 (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY I Oty 1 I FROM: CH 29 / T38 SY42 I KM No 4117 18R 146. 2 a/H2a0080011 bel: F2A 18 8' 9'6'8 23712 8' 1'6'8 13'6"4 p0 26"12 --1 2-6.12 2712 -+ — 2-6-12 ---1 2'6"12 --1 2'6"12 2'6.12 { W=3X4 3X8 =3X4 3X4 =-3X10 =3X6 =3X4 A B C D E F G H I J K L WHIN 3X6 =3X8=3X8[13)=3X10[17) =3X6 W=3X4 17'1 "4 i5'11 "8 -{ 23'0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,P1In PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W 7CDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.192 T 999 360 V / - / - / - I - BCLL: 0.00 Enclosure: NA Lu NA Cs' NA VERT(TL). 0.424 N 275 240 181p1818 I - I - l - I - 16.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.032 B - V Min Brg Width Reg = 1.5 Des Ld. 55.00 EXP. NA HORZ(TL): 0.047 B P Min Brg Width Reg = 1.5 NCBCLL: 10.00 Mean Height- NA it Code I Misc Criteria Creep Factor: 2.0 Bearings V & P are a rigid surface. Soffit: 2.00 7CDL. NA psi BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat plate. 9 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.781 Members not listed have forces less than 375# Spacing: 24.0 " C&C Disl a: NA ft Rep Factors Used: Yes Max Web CSI: 0.711 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpr NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02.01A 1114,21 B - C 0 -2454 G - H 718 -2095 C- D 0 -2454 H -1 2025 - 0 Lumber D- E 0- 2454 I- J 2025 0 Top chord 02 SP #2 Dense E - F 220 -2669 J - K 457 0 Bot chord 02 SP #1 Dense 32 02 SP #2 Dense: F - G 718 -2095 K - L 457 0 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table V - U 1503 0 R - O 928 -1333 U - T 2672 - 214 O - P 928 -1333 JT Plate Chord JT Plate Chord T - S 2669 - 220 P - O 0 - 786 No Size Shift Bite No Size Shift Bite S - R 2664 -227 13) W3X8 3.75 R 1.25 [17) W3X10 3.75 R 1.25 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 continuous strongback. See detail F Webs Tens.Comp. Webs Tens Comp. STRBRIBRIO14 for bracing and bridging recommendations. R B B-U V 0 -16M 1051 0 P P- J H 0 -2087 0 - 1378 siestimate composite F•` e-/ E 465 -472 J- 582 0 single layer he appropriate span rated glue -nailed wood sheathing. F 2110 O-L 0 501 14 O+••• R- H 149 This truss spaced Q 24.0" oc suppons additional concentrated load at right end from 3.00' stud wall 8 13.75 PSF) supporting 0-" roof spans with 0-" overhang. Roof load: 20.00 psf LL and 25.00 psf DL. Webs are square cut except dbl diagonals or as otherwise shown. ATE Truss must be installed as shown with top chord up. 4 . a0 278 rtt wwt`°i0 04/ 27/2018 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabri atin h ndlin9 shi ping in%alln and brac'n Refer to nd follow the latest edrti n of BCSI (Building 1, by Tf I an S CA) rb sa ety p!actices prior to perf'o ming these unctions. Installers shat provide temporary n otherwise pe chord shall have properly attached structural sheathing and ft CI secl!onsBjr 7 orr 10 nsshowntotermanentlateralrestraintofwebsshallhavebracininsliedlrdeachfaceotrussandpositionasshownaboveandontheJoinDetails, un ess note otherwise. Refer to ALPINE platepositions. niQComponents Group Inc., shall not be responsible for any deviation from this drawing.anY failure to build the ,,,,, , I/ 7PI 1, or Tor handlinsL shipping, installation and bracing o trussesA eal on this drawing or over pa 8750 Forum Drive sacceptanceofproTessionatengineeringresponsibilitysolelyorhedesignshown. The, suiTability Suite 305 rranystructureistheresponsibilityoftheBulldingDesignerperANSI/TPI 1 Sec.2. Suited0 FL. 32821 neralnotesaandtheseweb51tes* ALPINE: www al medw.com TPI, www. mst.o SBCA: www.sbcindus .vim• ICC. www.iccsafe. Job Number: 20524 Ply: 1 SEON 6134301T25 /SY42 Cust RR408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 6 FROM CH DrwNo 117.18.1134.07548ITrussLabel: F3 KM / OF 04/27/2018 13'1"8 14-1"8 22'1"8 13'1 "8 '1 1' + 8. 26"12 --}-- 2-6.12 2'6"12 -- 1-- 26"12 --{ — 2-6"12 --}-- 2'6"12 —{ 3XX6 =3XD10 =3F4 ==3(X 4 =—W 8X41 =3X6j18) 1112X4 A C E J T ;• v 0-10' l=ERI'1=3X4S O N 3X10rr6,, O = 3X8j101 =3X6[17) 3X6[20) W 3X4 r 57"4 16'6"4 22'1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sld: NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W S 177 / 300 /. /- /- / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce• NA VERT(LL): 0.183 N 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.336 N 785 240 R 1696 / - / - / - / - / 8.0 BCDL• 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.022 L - - L 822 / - / - / - /_ / - Des Ld: 55.00 EXP. NA HORZ(TL): 0.030 L S Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height- NA ft TCDL: NA psf Creep Factor- 2.0 R Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psi BldgCode: FBC 2017 RES Max TC CSI: 0 804 L Min Brg Width Req = - Bearings S 8i R are a ngid surface. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI. 0.876 Bearings S & R require a seat plate. Spacing. 24 0 " C&C Dist a. NA it Rep Factors Used: Yes Max Web CSI: 0 681 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02 01A.1114,2 1 Chords Tens Comp. Chords Tens. Comp. Lumber Additional Notes B - C 1532 0 F - G 0 - 2328 Top chord 4x2 SP #2 Dense i 2x6 continuous strongback. See detail C - D 1532 0 G - H 0 - 2225 Bot chord 02 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 0 -1604 H -1 0 -2225 Webs 4x2 SP #3 recommendations E - F 0 -1604 I - J 0 - 2225 Plating Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. wood sheathing. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Webs are square cut except dbl diagonals or as otherwise shown. S - R 93 - 713 N - M 2332 0 JT Plate Chord JT Plate Chord Negative reaction(s) of -300# MAX. from a non wind P - O 2324 0 M - L 1388 0 No Size Shift Bite No Size Shift Bite load case requires uplift connection. See Maximum O - N 2328 0 6) W3X10 4.00 L 1.25 [10) W3X8 3.75 L 1.25 Reactions. 17) W3X6 2.75 R 1.25 [18) W3X6 3.25 R 1.25 20) W3X6 2.75 R 1.25 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties mwgIat! S - B 791 -171 P - F 0 830J) Hanger Support Required, by others - w ySFeI 4 B- R 0 -11M- J 925 0 J Deflection .. • see. R - D 0 - 2029 J - L 0 -1545 Max JT VERT DEFL: LL: 0.18" DL: 0.20". See detail S• / Q D - P 1431 0 DEFLCAM81014 for camber recommendations. • o. 648 • 4 , o :• ATE ; o 27,wQNA 0,-11' o4/ 27no) s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes req it extreme care in fapnsalin , h ndlin9g shipping installing.and bracing. Refer to and follow the latest edition of BCSI (Building efety Ai omponentInformation. byy TPI an S CA) sa( ty practices pnor to performing these functions. Installers shall provide temporary bracin per I. Unless noted otherwi e.lop chord shalimave properi attached slnuctural sheathing and bonQrtl hord shall hav a pro e y 7 10. attachdriidceilinLocationsshownlorpermanentlateralrestraint0fwebsshallhavebracinginstalledpgr8G1sectionsB3, or keferasappicabQ@• ARpp y pplats to ach face of truss and position as shown above and on the Join Details. un ess noted otherwise. drawings 160A-Z for stan ard pPfate positions. to ALPINE Alping, a division of ITW Building CCompongnts Group Inc. shall not be responsi¢le for any deviation from this drawir any Failure trussinofprmancewithANSIITP11. or or handling, shipping, installation an o bracing of trussesA eal on this dr wing to build the w.mvi> r or cover pal 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessonaengin?aring responsibility solely or tthe desf n shown. rlsTorisDesignerANSI/TPI 1 59ec.2. The suitability Suite 150 anduseoOiawinganystructuretheresponsibilityotheuildingperFor male Information see this Jews general notes a and these web sites: ALPINE: w .al neitwxom; TPI• www nst. ' S8CA. www sbcindus cDrn• ICC. www.iccsafe. Orlando FL. 32837 5710 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY I Oty: 1 I FROM: CH 31 / T26 / SY42 I MSNo D17 18.11 042 Od80011TrussLabel: F3A Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 200 Load Duration: 1.00 Spacing: 24.0 Lumber 1'S'8 271'8 1'S'8 20'8' F 4'12 #-1'4- -I TYP) a 3X4 m W=3X4 a 3X4 A N S AL AK e 3X4 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psi BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Top chord 42 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 budding designer. 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. AG w W=3X4 Snow Criteria (Pg,Pi in PSF) Pg: NA Cl: NA CAT: NO Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 2r1*8 Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 S - - HORZ(TL). 0.000 S Creep Factor. 2.0 Max TC CSI: 0.104 Max BC CSI: 0.021 Max Web CSI: 0.033 VIEW Ver: 17.02 01A 1114 21 z ATE 0 278u IV Ali- 04/ 27/2018 10' u a3X4Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W AL' 109 /- /- /- /- /265 AL Me Brg Width Req = - Bearing AL is a rigid surface. Bearing AL 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 requir extreme care in fabri tinq, handlin shiDpin installing and bra ng. , Refer to find follow the latest edition of BCSI (Building ComponentSgefetyInformation, byy Tpl anaSBCA) I i safety &actices pnor to pe orming these unctions. Installers shall provide temporary brace per B St. Unless noted olherw e,top chord shall have properly attache structural sheathing and bott2m hors shall hav a progeny attachdricgtidceilin .Locations shown or rmanent lateral restraint of webs s all have bracing insla. Iled p r BC I secbons B3. 7 or 810, asapplicabtgARpyplatestoachfaceoftrussandpositionasshownaboveandontheJointiMillsunassnototherwise. kefer to drawings16v4-Z for standard pP(atepositions Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in sonformance with ANSI/ 1 1, or ftor handlin shipping, installation and bracing of trussesA eal on this dr wing or over pa g4 listingthistlraw(n indica#es acceptance of proTessionar engineering regponsibilib solely f or the design shown. 'Y suitability and use of this iawina or anv structure is the responsibility o the ulldino Desio er per ANSIITPI 1 Sec.Z. ALPINE NEINIIW m1p)f! 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Jdb Number: 20524 Ply: 1 SEON. 613432 / T37 SY42 I Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 8 FROM: TH DrwNo. 117.18.1146.19440 Truss Label: F4 I KM / DF 04127/2018 8' 9'7"4 16'7"4 r 8' 1.7"4 7, - I -- 2'6"12 2'6"12 F- 1'6"12 -{-- 2'6"12 —{ j31 III 1 X3 = W =3X4 1X3 =3X8 1111X3 =3X4 =3X4 1111X3 =3X8 1112X4 A B C D E F G H I P 1 3X6 Loading Criteria (psq 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 It TCDL. NA psi BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense 32 4x2 SP #1 Dense: Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bile No Size Shift Bite 14) W06 3.00 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". 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. 0A0 _— W=H0312 Ili IAA III IAA=YJw119) =Jno 16'7"4 Snow Criteria (P9.Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf• NA Ce: NA VERT(LL): 0.208 M 929 360 p 899 / _ / - / . / _ 7,2 Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 J 913 / - I -- Snow Duration: NA HORZ(LL): 0.035 B - P Min Brg Width Req = 1.5 HORZ(TL): 0.048 B J Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.657 Bearing P requires a seat plate. TPI Std: 2014 Max BC CSI: 0.795 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI: 0 539 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver. 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 C- D 0- 2601 F- G 0- 2567 D- E 0- 2917 G- H 0- 2567 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 1577 0 M-L 2917 0 O-N 2919 0 L-K 2914 0 N-M 2919 0 K-J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-B 0 -1753 E-K 0 -658 B-0 1132 0 K-H 1094 0 IIIMl01ygr2 FLF O - D 11 - 595 H - J 0 -1756 J,1AS o ee SF'•• o. 648 l i C O R\OP•' c ry 0 278 ,N;;ow 1f" 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a ire extreme care in fabrisabng h ndlin9 shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building t gfety Information, by TPI an SRICA) Ibi sates practices prior to performing these unctions. Installers shall provide temporaryCSI. Unless noted olherwire lop chord shall Xve properly attached structural sheathing and bottQrtl hsh shall hay progeny IVceilingg Locations shown forDermanent lateral restraint Of webs shall have bracingg installed per BG I sections B3. or 810, 6 A piy Ptates to ach face of truss and position as shown above and on the Joint Delails, unless no otherwise. kefer to A-Zpfor standard pPfate positions. a division of any his drawing.any failure to build the on thi drawing or c ver page Le desJ.gn shown. TT'e suitability ALPINE 6750 Forum Drive Suds 305 Orlando FL, 32821 Job Number: 20524 Ply 1 SEON: 613433 I T15 SY42 Cust: R408 JRef: 1WaF1011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 41180 1 FROM: CH DrwNo 117 18.1146 21397 Truss Label: F4A I KM / OF 04/27/2018 T y 1 y' 8' 8' 2'6"12 1 2'6"12 --{ III 1 X3 1X3 =3X8 1111X3 =3X4 A B C D 9.7"4 167A 1'7"4 7' 1- 1'6"12 +— 2'6"12 -- i W=3X4 3X4 III 1 X3 = 3X8 III2X4 E F G H I P 1X3 3X6 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 Sid. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psi BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it 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 Bile No Size Shift Bite 114] W4X6 3.00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.21" DL• 0 21". See detail DEFLCAMB1014 for camber recommendations Additional Notes 2x6 continuous strongback. See detail STRBRIBRIO14 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. W=H0312 I i 1xtt Snow Criteria (P(j.Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W Pf., NA Ce NA VERT(LL)• 0.208 M 929 360 p 899 / _ / _ / _ / _ 17.2 Lu: NA Cs. NA VERT(TL): 0.365 M 738 240 S 913 I - / - / - / - 115.5 Snow Duration. NA HORZ(LL): 0.035 B - P Min Brg Width Req = 1.5 HORZ(TL): 0.048 B S Min Brg Width Req = 15 Code I Misc Criteria Creep Factor. 2.0 Bearings P & S are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0,657 Bearings P & S require a seat plate. TPI Std: 2014 Max BC CSI: 0.795 Rep Factors Used: Yes Max Web CSI. 0.539 Members not listed have Forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT.O(Ou0(0) Chords Tens.Comp. Chords Tens. Comp Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 C- D 0- 2601 F- G 0- 2567 D- E 0- 2917 G- H 0- 2567 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-O 1577 0 M-L 2917 0 O-N 2919 0 L-K 2914 0 N-M 2919 0 K-J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-B 0 -1753 E-K 0 -658 B-O 1132 0 K-H 1094 0 111110 111111finnr._ O - D 11 - 595 H - J 0 -1756 o : $TATE OF Q 6s,. 000-00F ORR` c, t,, i ilo k0 278 , O,roI v wu `' 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusspes req Ire extreme care in fabrica0n9, handling shipping installing.and bracing Refer to Ind follow the latest edition of BCSI (BuildingComonentgfeInformation, by TPI and SBCA tar sae ractices pnor to performing these unctions. Instal er$ shall provide temporary bracin9 perC51. Unless noted otherwise lop chord shall h ve properly attachBd structural sheathing and bottom hord shall have a pro arty attacheC riggid ceiling Locations shown toi ermanent lateral restraint of webs shall hav8 bracing installed p r BC I secoons B3. B7 or 10, as app icablgg A piy tales to gach face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. Refer to ALPINEdrawings16vA-Zpior standard plate positions. Alpine, a division of ITW BuildinQQCComponsgnls Group In .shall not be responsible For any deviation from this dr win ,an failure to build the ,,,,,, truss in cgnformance with ANN101 1, or for handling shipping, installation and bracing of trussesA seal on th s dr wirS9 or cover page , , 6750 Forum Drive listing this drawin indica es acceptance of professlonar engin eriI responsibility solely for the deslan hown. The suiTability Suite 305anduseofthis iawing for any structure is the responsibility ot¢the Building Designer per ANSIIrPI 1 5ec.. For more Information see this job's general noles page and these web sites: ALPINE: www.al neaw com; TPI: www. nsLo ; SBCA* www sbdridus .com• ICC: www.iccsafe orq Orlando FL. 32821 Job Number: 20524 Ply: 1 SEQN 613443 / T18 SY42 I Cust: R408 JRef 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: TH DrwNo: 117 18 1146 23610 Truss Label: F4B KM / OF 04/27/2018 8' 1,0*9 7712 T y 1 4 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 " I -- 2'6"12 1 2'6"12 — { 4XB[4) C -3DA 4X6 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psi BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense 72 4x2 SP #2 Dense: Bot chord 4x2 SP #1 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 16.48 BC: From 5 plf at 0.00 to 5 plf at 16.48 TC: 199 lb Cone. Load at 0.96, 2.96, 4.96, 6.96 8.96,10.96,12.96,14.96.15 96 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4) W4X8 4.25 L 1.25 [6) W3X8 3.50 L 1.25 14) W4X6 3 25 R 1.25 [15) W08 4.25 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBRIO14 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. 1'3„121 — 2'6"12 _ 27.8 _'i'8"4 W=3X4 =3X4 E4 F G= 4X8(15) I 1112X4 3/Ct1(0) =4AOI(14) =4X6 =3X4W=H0312 15'11"4 8-{ 16'7"4 -i Snow Criteria (P9.P1 in PSF) Pg: NA Ct: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE, HS Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.226 D 811 360 VERT(TL): 0.396 D 590 240 HORZ(LL): 0.037 B - - HORZ(TL): 0.051 B Creep Factor. 2.0 Max TC CSI: 0.908 Max BC CSI: 0.873 Max Web CSI: 0.659 VIEW Ver. 17.02.01A.1114 21 s, "o YATE CIF Q GR& 0 278' y' ' NA` 04/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1195 /- /- /- /- /7.2 L 1503 /- I- /- /- /8.0 R Min Brg Width Req = 1.5 L Min Brg Width Req = 1.5 Bearings R & L are a rigid surface. Bearings R & L require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B- C 0 -3352 E- F 0- 3255 C- D 0 -3352 F- G 0 -3255 D- E 0 -3655 G- H 0 -3255 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-O 2101 0 O-N 3655 0 Q- P 3659 0 N- M 3648 0 P-O 3659 0 M-L 2016 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. R-B 0 -2334 M-H 13M 0 B- Q 1383 0 H- L 0- 2281 C- Q 0- 405 L- I 0 - 464 E-M 0 -535 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabnsatingg h ndlin99 shiDpin , installing and bracing Refer to nd follow the latest edition of BCSI (Building t gg fety Information, byy TPI an O SEioCA) & safety r'actices prior to performing these functions. Installers shall provide temporary B8SI. Unless noted otherwi top chord shall have propertyy attached structural sheathing and bonorr r hord shall havfla progeny id ceilin Locations shownsioi ermanent lateral restraint Of webs shall have bracing installed per Bc l secoons B3, B7 or 870. A p y Dptatees io ach face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 6e0A-Zpfor slantlard pPfate positions. Of f Pl 1, or for r acceptance any structure shall failure to build the 1 or over pan. cThe su)>9a ility ALPINENE iwm+mwiwr 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply: 1 SEON• 613434 / T12 / SY42 Cust: RR408 JRef 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM CH D,.No: 117.18.1134.07564 Truss Label: FS I KM / DF 04/27/2018 r 2'10"8 + 3'1 -1 11'l0"8 { 2'10"8 1' 8' 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 " P'{ - 2.6" --{ — 2'6"12 --{-- 2'6"12 -- i 2'6" { III 1 X3 III 1 X3 1X3 =3X4 =3X4 1111X3 =3X4 =1X3 A B C D E F Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP• NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 42 SP #2 Dense Bot chord 4x2 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. IMPORTANT" FURNISH THIS 674 5'7"4 11,10"8 - i Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg: NA , Cl: NA CAT: NA PP Deflection in Ioc Udell U# Pf: NA Ce. NA VERT(LL): 0.017 K 999 360 Lu: NA Cs: NA VERT(TL): 0.037 K 999 240 Snow Duration: NA HORZ(LL): 0.005 B - - HORZ(TL): 0.007 B Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.416 TPI Sid: 2014 Max BC CSI: 0.387 Rep Factors Used: Yes Max Web CSI: 0.134 FT/RT:0(0N0(0) Plate Type(s)- VIEW Ver: 17.02.01A.1114.21WAVE i ,o FATE OF ; Q 0278 4''P/0 NAL 1i' 04/27/2018 A Maximum Reactions (Ibs) Loc R / U I Rw / Rh / RL / W L 349 I- I- l- l- 17.3 O 682 I- I- l- I- 18.0 H 315 I- I- l- l- /3.0 L Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings L. O. & H are a rigid surface. Bearings L & O require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 0 -435 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 435 0 J -1 434 0 K - J 435 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. L - B 0 - 484 I - E 15 - 408 C-1 0 -484 E-H 33 -414 ALL CONTRACTORS INCLUDING THE INSTALLERS Installing and bracng Refer to and follow the latest edition of BCSI (Building ractices prior to performing these functions Installers sh II provide temporary e properlyy attached swctural sheathing and bollen hor shall have a properly restraint Of webs shall have bracing installed per BC I sections B3. B7 or 810. as shown above and on the JoinfDetails. unless noted otherwise. kefer to a division of ITW BuildinQQCCompongnls Group InG. shall not be responsible for any deviation From this drawing,any failure to build the conformance with ANSI/TPI 1, or for handlinfL shipping, Instillation and bracing of trussssA seat on this drawing or Eover gag this drawing Indicates acceptance of proTesslonar engm ering responsibility solely for the desf nhown. The suitetility e o this awing or any structure is the responsibility o the Building Desigrier per ANSI/TPI 1 Sgec. . mformawn see this job's general notes page and these web sites: ALPINE: www.alpineitw corn. TPI, www tpenst om; SBCA• www.sbcmdusby.com; ICC www.iccsaf ALPINENE m.mwrr 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Jod Number: 20524 I Ply: 1 I SEON: 613438 / T19 / SY42 I Cust: RR408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 117.18.1134.07549 Truss Label: FSA KM / DF 04/27/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 1000 BCLL: 0.00 BCDL: 5.00 Des Ld: 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " h^' 5'8 3" 1 2 8 6'4"8 11'10"8 H 4.11" 55" fl I}- 6.3" 1.8-12 -+}— 1.8-12 — — 1'8" —" 1A-12 +{-- 1.4" --1 TYP) 3X4 a 3X4 A F G H I Will I I I ii Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It 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 Plating Notes All plates are 1X3 except as noted. 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. Snow Criteria (Pg.Pf in PSF) DefIICSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Cl: NA CAT, NA PP Deflection in loc Udell U# Lot R / U / Rw / Rh / RL / W R• 149 / - / - 1- I - / 79.3Pf: NA Ce: NA VERT(LL): 0.006 G 999 360 Lu NA Cs: NA VERT(TL): 0.010 G 999 240 K 296 / - / - /- I - 13.0 Snow Duration: NA HORZ(LL): 0.001 K - - R Min Brg Width Req = - HORZ(TL): 0.001 K - - Creep Factor 2.0 K Min Brg Width Req = 1.5 Bearings R & K are a rigid surface. Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.168 Bearing R requires a seat plate. TPI Sid: 2014 Rep Factors Used: Yes Max BC CSI: 0.166 Max Web CSI: 0.157 Members not listed have tortes less than 375# FT/RT:0(0y0(0) Plate Type(s): VIEW Ver: 17.02.01A.1114.21WAVE 74 i j o ATE 4 OR\OP'e` e c. 0 278 *"NAL V 04/27/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS al Ire extreme care in lat ricalin h ndlin shipping, installing.and brat ng. , Refer to qnd follow the latest edition of BCSI (Building ty fety Information, by PI an SgCA) foh sa ety pracbces pnor to pe orming these unctions. Installers shall provide terhporaryESI. Unl@ss noted olherwiSe,top chord shall have properiy attached structural sheathing and bolt%n fiord shall hav a pro erny td ceiling Locations shown for ermanent lateral resVaint Of webs shall have bracing installed per BGI sections B3, 7 or 810, AlpTy tales to ach face o>Ptruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to6A-Zor standardto, positions. vision of ITW Buildin Components Group Inc. shall not be responsible For any deviation from this drawing,any failure to build the tf - rice with ANSI PI 1, or ftor handling shi pmg, Installation and bracin of trussesA seat on this drawing or Eover pagSrawingindicatesacceptanceofproTessonarengineeringresponsbilirysolelyforthedes'gn shown. The suiW ility i this thawing for any structure is [he responsibility of the Building Designer per ANSIITPI 1 5ec.2. oration see this job's general notes page and these web sites: ALPINE. www elpineitw com: TPI: www.Umnst.org, SBCA www sbcmdustry.com: ICC: www.Iccsali A IPLNE nmvorwn. 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 20524 Ply: 1 SEON: 613435 I T17 I SY42 Cust: RR408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Ory 9 FROM: CH DrwNo. 117.18.1134.07345 Truss Label: F8 I KM / OF 04127/2018 F 1,6"10 1 1.6"10 yF3 i III 1 X3 1 X3 = 3X4 1112X4 A B C 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 Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psi MWFRS Parallel Dist: NA CSC Dist a: NA ft Loc. from endwall: NA I: NA GCpr NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers I 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. 3X4 Snow Criteria (Pg.Pf in PSF) Pg: NA Cl: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I 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 PP Deflection in loc L/defl L/# VERT(LL): 0.002 B 999 360 VERT(TL): 0.003 B 999 240 HORZ(LL)• 0.000 D - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.165 Max BC CSI: 0 178 Max Web CSI: 0.038 VIEW Ver. 17.02.01A.1114.21 c •• /C 0R\O`• * 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the lat`est edition of BCSI (Building Installe shall provide temporaboett2rtlCosredcriionsha 7 orogt0y unlesssGnoted otherwise Refer to 10, Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W E 184 /- /- /- /- /7.3 D 199 /-/- E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface Bearing E requires a seat plate. Members not listed have forces less than 375# Alpine. a division of ITW BuildinI omponggnts Group In`.shall not be responsible for any deviation from this drawin any failure to build thetrussmcootrmancewithAlI1. or for han Qing, shippmg,installation and bracmg of,truss6sA eat on this drawing or,over pag IfstinthisSrawingindicatesceulanceofprolessionafennrrnggresonsrbilrsolelorthdesignhown. The suitabiliand useofthisgiawingorstructureI. the responsibilitygofge eullding Designer peryANSIITePI ry ALPINE NEiwm+ C 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: 20524 Ply 1 SEON:6134361T13 1SY42 Cust:RR408 JRef• 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Qty 1 FROM: CH DrwNo: 117.18.1134.07330 Truss Label: F6A I KM / DF 04/27/2018 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 DDes Ld. 55.00 EXP: NA Des d.: . 00 Mean Height: NA It TCDL: 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 #2 Dense Sol chord 4x2 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 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. 1'S8 Y 4 1'5_8 2'1.12 f3, I— vre --I 1.2.8 —I P a 3X4 1112X4 A D T H Go EIZX4 P j 3.3-12 —{ i--- 3'T4 Snow Criteria (Pg,PI in PSF) Pg: NA Cl: NA CAT: NE 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(0y0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.001 A 999 360 VERT(TL): 0.001 A 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.001 A Creep Factor: 2.0 Max TC CSI: 0.128 Max BC CSI: 0.046 Max Web CSI: 0.009 VIEW Ver: 17.02.01A.1114.21 0 p.S Ov 0 FATEO'F ;Qs 0 49 •. •. A 09 0 278 4r ' ONAL_ 04/27/2018 Maximum Reactions (Ibs), or •=PLF Loc R / U / Rw / Rh / RL / W H' 116 /- /- /- /- 139.8 H Min Brg Width Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and brat ng. , Refer to and follow the latest edition of SCSI (Building ractices prior to pe orming these functions Installers shBII provide temporary properiattached sWctural sheathing and bolt rag', orr csons B ry7 oog1y estraintofwebsshallhavebracingin, er B as shown above and on the Join Details. unless noted otherwise. Refer to Alpine, a division of ITW Buildin Componsgnls Grpup Inc. shall not be responsible for any deviation from this dr;win ,any failure to build the truss in conformance nnth ANSIITPI 1, or for handling shippin,installation and bracing of trussesA eal on the; dr wing or cover page listing this drawin indicates acceptance of professeona enginfering responsibility solely l or tthe d sl1ggn shown. The suitability and use of this awing for any structure is the responsibility o the Building Desig er per AN5IITP 1 ec.2. ALPINE NErmvmwoe 2400 Lake Orange Dr. Suds 150 Orlando FL. 32837 JR908 Truss 8 (MB G7 TRAY)17510 - B (MB TRAY) -DAVID WEEKLY I Oty 1 I FROM CH 39 / T7 FLAT I KM No/ 4D17 18 1146. Za/ H2O4080011 bel: 118 K 3 Complete Trusses Required 2'7"2 4-10"7 7-2"13 9.7"3 11-11"9 14'3"2 16'10" 2'7"2 2'3"6 2'4"6 2'4"6 2'4"6 2'3"10 2'6"14 III 221X4 = 3X 110[4] III 2X4 = 3XX4 3X4 = 5 F6 = 3X 1 181 III 2XH T 1 6X6[3] - 1112X4 / H0510 16'10" 3'8" 1'0"1 2-7"10 2'0"14 2'7"6 3'8" 4'8"1 7'4"9 9'57 12713 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.358 L 565 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.626 L 410 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0 054 A - - Des Ld: 55.00 EXP. NA Mean Height: NA ft HORZ(TL): 0.075 A NCBCLL: 0.00 TCDL: NA psf Code I Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI- 0 929 Load Duration- 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0 953 Spacing: 24.0 " CSC Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.921 Loc. from endwall: NA FT/RT:O(Ou0(0) I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.01A.1114.21WindDuration: NA I WAVE. HS Lumber Additional Notes Top chord 2x4 SP #2 Dense Truss must be installed as shown with lop chord up. Bot chord 2x6 SP #2 :B2 2x6 SP SS Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row aQ 2.50" o.c. Bot Chord: 1 Row a@12.00" o.c. Webs : 1 Row aQ 4" o.c Repeat nailing as each layer is applied 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 100 plf at 0.00 to 100 plf at 2.48 TC: From 50 pit at 2.48 to 50 pit at 16.83 BC: From 10 pit at 0.0010 10 plf at 2.48 BC: From 5 plf at 2.48 to 5 pit at 16.83 TC: 913 lb Conc Load at 2.48. 4.06, 6.06. 8.06 10.06,12.06,14.06,16.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bile No Size Shift Bite 131 W6X6 S 3.50 14) W3X10 4.00 L 1.25 191 W4X12 5.75 L 1.25 1171 W4X12 5.50 R 1.25 18) W3X10 4.25 R 1.25 121) W4X6 S 1.50 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. o ATE V 0 278 'NNA1- 04/27/2018 Ir = lop" 4'9"3 16'10" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 0 3940 /- /- I- /- /80 1 4429 /- /- I- /- /4.5 0 Min Brg Width Req = 1.5 1 Min Brg Width Reg = 1.7 Bearings 0 8 I are a rigid surface. Bearing 0 requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-C 0-4913 E-F 0 -4841 C-D 0-4913 F-G 0 -4841 D - E 0 - 5947 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp O-N 3120 0 L-K 5947 0 N- M 3120 0 K- J 5942 0 M-L 5945 0 J-1 3104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-B 0 -3318 E-J 0 -1188 B-M 1935 0 J-G 1875 0 C- M 0- 389 G -1 0- 3294 M - D 0 -1114 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requirq extreme care in faun ab h ndlin shipping installing and bracing. Refer to ( nd follow the latest edition of BCSI (BuildingComponentgetyInformation, by I f l an S CA) f i safety practices prior to performing these unctions. Installers sh II provide temporary bracing Der BeSI., Unless noted olhervvl e,top chord shall have properlyy attached structural sheathingg and bott hor shaI hav properlyattachesntgidceilingLocationsshownsforermanentlateralrestraintOfwebsshallhavebracinginstalledperBC9Isections1391org10. as appllcablg A2pTy plal s to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingQ omponpnis Group Inc. shall not be responsi¢le for any deviation from this drawing an r failure to build the truss in conformance with ANSI/T 11, or or handling, shipping, installation an o bracing of trussesA seal on this dr wi g or cover page , 8750 Forum Drivelistingthisdrawin indicates acceptance of pro essiona ngrngering responsibility solely 1;or the design shown. The suitability Suite 305anduseofthisiawingforanystructureisaresponsibiityotheBBuildingDesignerperANSIITPI1Sec. For more informabon see this ob's general notes oage and These web sites: ALPINE www al ineilw.com: TPI: wwwapenstorqw SBCA. www.sbcindus .com' ICC www icmafe.crg Orlando FL. 32821 Job Number: 20524 Ply: 2 SEON: 613447 / T27 FLAT Cust: R408 JRef: 1WaH4080011 7510 - S (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 117.18.1146.29380 Truss Label: FG2 I KM / OF 04/27/2018 2 Complete Trusses Required T 1 2'8"14 5'4"1 7'11"3 10'6"6 13'3"4 r 2'8"14 + 2,7"2 + 2T'2 + 2.7"2 + 2'8"14 III X 1% 3X10 III2X4 1112X4 =3X10 III2X4 o r n r- G 4X6[3)—.,...,t, j —.. wtwj=4X6[12] 5'0"13 5'0"13 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 d: Des Ld: 55.00D Mean Height- NA It 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 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 20 SP #1 Dense Bot chord 2x6 SP SS Webs 20 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Nailnote Nall Schedule:0.128"x3". min. nails Top Chord: 1 Row @ 3.00" 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 4Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 plf at 0.00 to 100 plf at 13.27 BC: From 10 plf at 0.00 to 10 plf at 13.27 TC: 822 lb Cone. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 3) W06 2.00 L 2 00 151 W3X6 1.50 R 1.25 181 W3X6 4.50 R 1.25 1121 W4X6 2.00 R 2.00 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 13-3"4 3'1"10 8'2"7 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.224 D 709 360 VERT(TL): 0.393 D 516 240 HORZ(LL): 0.035 A - - HORZ(TL): 0.048 A Creep Factor: 2.0 Max TC CSI: 0.845 Max BC CSI: 0.747 Max Web CSI: 0.927 VIEW Ver. 17.02.01A.1114.21 Additional Notes Truss must be installed as shown with top chord up. Q :• ATE 61F : Q • 0:k' •C 0278y.,y s ONAL 04/27/2018 5'0"13 13'3"4 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W J 3038 /- /- /- /- 17.3 K 3356 /- /- /- /- /5.5 J Min Brg Width Req = 1.8 K Min Brg Width Req = 2.0 Bearings J 8 K are a rigid surface. Bearing J requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B- C 0- 5281 D- E 0- 5282 C - D 0 -5380 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J -1 3738 0 H- G 3819 0 I - H 5380 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. J- B 0- 3929 D- H 0 - 645 B-1 16W 0 H-E 1571 0 I- C 0- 657 E- G 0- 4007 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care in fabri atin , h ndlin9, shi ping, installing and bracing Refer to and follow the la esl a iti n of BCSI (BuildingComponentSIetyInformation, b TI I an SRCA) ibr safety practices prior to performing these unctions. Installer s al provide temporary bracin r Best., Unless noted o herwi e,top chord shall have properly attached structural sheathing and bottQrr Nord shall hav a pro en attach n' 'd ceihn Locations shown orpermanent lateral restraint of webs shall have bracing installed p% BG I sections B3, 7 or 10, as app iCab A p y plates to each face, o truss and position as shown above and on the oin Details, un ess noted otherwise Defer to ALPINEdrawings1i4IPstandardplatepositions. Alpine, a division of ITW Buildin CComponents Group Ink shall not be responsible for any deviation from this drawing,any failure to build the /M Iw LbNn truss in conformance with ANSI/PI 1, or or handling s I ping, installation and bracing of truss esA eal on this drawing or cover page 6750 Forum DrivelistingthisSrawinindicatesacceptanceofDrofessionarengineeringresponstbflitysolely or the desi n shown. The suiCability Suite 305anduseofthis iawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 be For Orlando FL. 32821Formeremforinatsaiseethisieb's oenaml notes nave and these web sites: ALPINE www.aloineaw.com: TPI: www.IDinsl.om: SBCA• www sbcindusWm: .coICC' www =safe.or9 Job Number: 20524 Ply: 1 SEON: 613338 / T9 / COMN Cust RR408 JRef 1WaH4680011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty. 15 FROM: CH DrwNo: 117.18.1134.06955 Truss Label: Al KM / DF 04/272018 TS't 3 15' 22 8'3 30, 15-13 T8'3 T8"3 7"5'13 1114Xp KP 4- 10' i 10, 10, 1'4 IV 20' 30, 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: 24.10 it NCBCLL .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 " CSC Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 20 SP #1 Dense .B2 2x4 SP #2 Dense: Webs 20 SP #3 Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional CSC member design. IMPORTANT" FURNISH THIS require extreme care in fa risatinq h nent gg lfety Information, b PI ans-414 per B SI Unless noted of erwise top d rigid ceiling Locations shown forpei icable. A ply plates to ach face, of tn, is 160A-Zpfor standard plate positions. a division of ITW Build omponEnts cons nuance with AN I 11, or Tor h this rawing Indicates acceptance e o this drawing for any structure Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT' NA PP Deflection in loc Udell U# PI: NA Ce: NA VERT(LL): 0.098 H 999 240 Lu: NA Cs: NA VERT(TL): 0.246 H 999 180 Snow Duration: NA HORZ(LL). 0.036 H - HORZ(TL): 0.063 H Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.476 TPI Sid: 2014 Max BC CSI: 0.955 Rep Factors Used: Yes Max Web CSI: 0.436 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 1a ,.p :• ATE : Q 0 Z7s ".SS'/pNAL IA">r' 04/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1306 / 311 / 636 I - / 180 / 4.0 F 1307 1311 / 636 / - /. / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B S F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 873 - 2187 D - E 868 -1968 C - D 868 -1966 E - F 874 - 2188 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - I 1883 -638 H - F 1884 -651 I - H 1259 - 321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I - D 752 - 274 D - H 754 - 274 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and brac'ng.. Refer to and follow the latest edition of BCSI (Building iractices pnor to pe ourummg these functtiions. Installers shall provide temporary estraint of wnebs shall have bracm nslalled per%% Nord shall hav a properly g pe Bc l sections 63. 7 or B70. as shown above and on the Join Details. unless noted otherwise f7efer to his drawing,any failure to build the on this drawing or cover page le oes19n shown. The suitability, AL IPNEI' Nr co~ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 20524 Ply: 1 SEON 613357 / T40 HIPS Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM CH DnvNo 117.18.1146.54560 Truss Label: A3A I I KM / DF 04/27/2018 2'4• T494 13' 17' 2T1.7 30' f 2'4• + 5'0.14 5'7.2 + 4' T 6'1.7 6'10.9 r=4X4 =4X6 D E 30' 2a• + 5,'8 64.6 + 69•a , 2'4• 7'S'8 13' TV -4 23'2'12 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP. B Mean Height: 23.60 It TCDL: 4.psf Snow Criteria (Pg.PI in PSF) Pg: NA Cl: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:O(ON0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 20 SP #2 Dense :Tl 2x6 SP SS. Bot chord 20 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 5X6 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. any Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.354 C 999 240 A 1140 / 126 / 592 / - / 155 / 4.0 VERT(TL): 0.974 C 533 180 G 1210 / 145 / 638 / - /. 14.0 HORZ(LL)- 0.227 1 - - Wind reactions based on MWFRS HORZ(TL): 0.426 1 A Min Brg Width Req = 1.7 Creep Factor. 2.0 G Min Brg Width Req = 1.5 Max TC CSI: 0.925 Bearings A & G are a ngid surface. Max BC CSI: 0.585 Members not listed have forces less than 375# Max Web CSI: 0.713 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.OtA.1114.21 A-B 173 -498 D-E 473 -1503 B - C 615 - 2467 E - F 442 -1481 C - D 498 -1765 F - G 506 - 2007 Q ATE OF Q NO 278 "Nt..r/ONALL 04/27/2018 V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING 1 i, installing and bracing. _ Refer to an; a on fora Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1724 -374 I- G 1727 -373 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. B - M 2360 - 487 N - J 1286 - 225 C - N 258 -936 N - E 433 -91 M - N 2356 - 483 J - F 177 - 541 D - N 539 -125 INSTALLERS w the lalattest editi n of BCSI (Building t1ehroitallhdv ta ry nd botortohenesndthraProftoyule noteotherwise. ' his drpwmg, an failure to build the on this drawlXg or over page Le designshown. We suitability ALPINE NE Nm.ar+ wn 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply 1 SEON. 613356 / T35 HIPS Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo. 117.18.1146 58013 Truss Label: A4A KM / DF 04/27/2018 74• 6'1014 11' 121.12 19, 22'3.12 30' 2'4• 46.14 4't•2 1'1• 2 6'10.4 3'3'12 T8.4 Loading Criteria (psr) 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 " 12X4 4X8a4X6 D E F 30' 2' 4' 47.8 4'0.8 1' 6'10.4 11'1.12 1'4• 2' 4• 6'11.8 11' 12 18'10.4 30, Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category. II EXP: B Mean Height: 23.10 fl 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 R GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B3 20 SP #1 Dense: Webs 2x4 SP #3 Purlins In lieu of structural panels use pudins to brace all flat TC Q 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pq,Pr in PSF) Pg. NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Dell/ CSI Criteria PP Deflection in loc Udell U# VERT( LL)• 0.339 C 999 240 VERT( TL): 0.931 C 558 180 HORZ( LL): 0.215 J - - HORZ( TL)• 0.403 J Creep Factor: 2.0 Max TC CSI: 0.926 Max BC CSI: 0.806 Max Web CSI: 0.533 VIEW Ver: 17 02 01A.1114.21 0i p,S Ow• J i • i • ss „ p :• ATE O 0 278 NAI N 04/ 27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1140 / 127 / 592 I - / 135 / 4.0 H 1210 /147 /638 I- /- 14.0 Wind reactions based on MWFRS A Min Brg Width Req = 17 H Min Brg Width Req = 15 Bearings A & 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 A - B 178 - 498 E - F 558 -1824 B - C 648 - 2533 F - G 496 -1642 C - D 555 -1960 G - H 524 -1905 D - E 560 -1832 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J - H 1631 - 380 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - L 2444 - 525 M - N 1690 - 319 C - M 244 - 874 N - J 1400 - 272 L - M 2437 - 521 N - F 474 -129 D- N 611 -194 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabrisatin h Hitting shippin installing,and bracing. Refer to nd follow the latest edition of BCSI (Building tggfetyInformation, by.TPl Fn S CA) tbi sail racGces poor to performing these unctions. Installers shall provide temporary rBSI., Unless noted o erwi@e.top chord shallh ve proper)ry attached structural sheathincl and bottom gNord shall hav a pro e y ird ceilrng Locations shown for ermanent lateral restraint Of webs shall hav bracingg installed p r BC I sections B3, b7 or 10, e. AppTy plates to each face o truss and position as shown above and on tpfle Joint"Delails, unless noteo otherwise. tefer to Of not be responsible for failure to buildthe nor War. The sueCabilityALPINE NE M"Wo awn 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply. 1 SEON: 613355 I T39 HIPS Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) I7510 - B (MB TRAY) -DAVID WEEKLY Oty. 1 FROM: CH DrwNo: 117.18.1146.59647 Truss Label: ASA I I I KM I DF 04/27/2018 2'4- 9' 12'1"12 18'4.4 21' , 23'S'12 30' , 2'4' 6'8" 3'1"12 + 4'2"8 + 4'7"12 2'5'12 6'6"4 6X6 1112X4 is3X4 =4X6 C D E F T 12 .2 4 6 p T1 n 0 v B q M L M UIO(Bl) 102X4 1 195X6 K J g3X4 A7nave =4X8 a5X6 ( ) 30' 6712 r 2'4" 9'9"12 + 120"4 1 16'6' + 21" 30' + 1{ 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 Sld: ASCE 7-10 Speed: 139 mph Enclosure- Closed Risk Category: 11 EXP• B Mean Height: 22.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :Tt 2x6 SP SS: Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use puriins to brace all flat TC Q 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.PI In PSF) Pg: NA CI: NA CAT: NE PI: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.422 L 839 240 VERT(TL): 1.161 L 447 180 HORZ(LL): 0.268 J - HORZ(TL): 0.502 J Creep Factor: 2.0 Max TC CSI 0 923 Max BC CSI: 0.706 Max Web CSI: 0.701 VIEW Ver: 17.02.01A.1114.21 ATE Ig' sC OR\Vot_ 0 278 1VAL 04/27/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1140 / 255 / 589 / - / 115 / 4.0 H 1210 / 286 1635 / - / - 14.0 Wind reactions based on MWFRS A Min Big Width Req = 1.7 H Min Brg Width Req = 1.5 Bearings A & 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. A-B 183 -498 E-F 571 -1810 B - C 591 - 2225 F - G SW -1773 C - D 677 - 2310 G - H 555 -1972 D - E 672 - 2291 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K-J 1542 -331 J-H 16% -417 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp B - M 2077 -439 E - K 203 -667 M - N 2076 - 437 K - F 380 -131 N - E 592 -122 F - J 382 -83 N - K 1840 - 414 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fagrri acing h ndlin9g, hi in , instailing _and bracing. Refer to @nd follow the latest edition of BCSI (Building tgas!. Information, byY f l an S CA) IOr sa ety ractices poor to performing these unctions. Instal errss shall provide terhporrp BaSI. Unless noted olherwi e.top chord shall have properly attached structural sheathing and P ltQn1 o rd ons B v%a oroB1r10Y rdceilingLocationsshownorermanentlateralrestraintfwebsshallhavebracingms .tied er BBGC 9Bg A2ppTy Males to each face a ss and position as shown above and on the JomfDetails, unless noted otherwise. Defer to A- Z Tor standard plate positions. of his drawin an failure to build the on this drgawlX9 or over pa Ledesignshown. fi I sui9e ility ALPINE NEany NIIIW MVl1 6750 Forum Drive Suite 305 Orlando FL. 32621 Job Number: 20524 Ply 2 SEON: 613362 / T6 HIPS Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 117.18.1147.01337 Truss Label: A6A KM / OF 04/27/2018 2 Complete Trusses Required 2'4• , 4'11.8 T 12'1.12 1T4.4 _, 2T r 2'7.8 + 2' - 8 5'1.12 5.2.8 5'7.12 7' a 5X6 11120 a 3X4 a 4X6 12 D E F G 6 p • C4 T T1 B fn 0e-w4XI2(5i) WS H a3X4 L CM I I _V0'4• 1I1112X4a4X803) aSX6 a3X6(A1) Loading Criteria (psr) TCLL: 2000 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 " 30' 2'4• 4'8• 5' 5'SR 5'4.8 =12 1'4' 2.4• 7' 12' 1A-5 22'10"4 30' 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 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min nails Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 700 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 pif at 23 00 to 56 pif at 31 33 BC: From 20 plf at 0 00 to 20 pif at 7.04 BC: From 10 plf at 7.04 to 10 pif at 22.85 BC: From 20 plf at 22.85 to 20 pif at 30.00 BC: From 4 pif at 30.00 to 4 pif at 31.33 TC: 485 lb Conc. Load at 7.04 TC: 188 lb Conc. Load at 9.09,11.09 TC. 169 lb Conc. Load at 13.09,15.00.16,91.18 91 2091 TC: 386 lb Conc. Load at 22 96 BC: 226 lb Conc. Load at 7.04 BC: 102 lb Conc. Load at 9.09,11.09 BC: 127lb Conc. Load at 13.09,15.00,16.91,18.91 20.91 BC 477 lb Cone Load at 22.96 Wind Wind loads and reactions based on MWFRS. Snow Criteria (P9.P1 in PSF) Pg: NA CC NA CAT: W 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: No FT/RT:0(0y0(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.371 E 954 240 VERT(TL): 1.007 E 513 180 HORZ(LL)• 0.187 J - HORZ(TL): 0.348 J Creep Factor: 2.0 Max TC CSI: 0.728 Max BC CSI: 0.900 Max Web CSI: 0.630 VIEW Ver: 17.02.01A.1114.21 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 13) W08 2.00 R 125 Tray Scab(s) 2) 2x6x6-11-10 x SP SS scabs at left end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.. (4). heel: (7). 1st panel point: (4). Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. MATE OF L 0R\p%.•• c.`t 0 278 VSVinY01VAL Tvam 04/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 2620 / 579 I - / - / - / 4.0 H 2758 / 666 / - / - / - / 4.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.9 H Min Brg Width Req = 1.5 Bearings A & 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 A - B 128 - 580 E - F 1000 - 43W B - C 906 - 4068 F - G 726 - 3096 C - D 767 - 3514 G - H 636 - 2659 D - E 1013 - 4409 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp K - J 2350 - 549 J - H 2337 - 550 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - M 4047 - 898 N - F 1345 289 C - M 242 -1021 N - K 3074 727 D - M 474 -36 F - K 281 897 D - N 1345 - 351 K - G 887 210 M - N 3185 - 693 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I Ire extreme care in faY atin h ndlin shipping, in%alling,and brac'ng. , Refer to and follow the latest editi n of BCSI (Buildingtt5yfetyInformation, by Pl an S CA) I sashipping, practices pnor to per orming these unctions. Installers sh II pr vide temporaryBSI. Unless noted olherwi e.top chord shall have properly attached structural sheathing and bon2rtl ho shaI h v progeny Id ceilingg Locations shown or ermanent lateral restraint of webs shall have bracingg installed per BG Is ections B, or 10 e. A pTy Plates to ach face, oftrussand position as shown above and on the Join Details. unless noted otherwise. kefer to 60A- Zfor standard p fate positions. Alpine, a division of truss in c9riformaric listing this drawinf and use of this c failure to buildthe n r The su lability ALPINENE rmvmwrnr6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply: 1 SEON: 613339 / T70 I HIPS Cusp RR408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DnvNo' 117.18.1134 06956 Truss Label: A3 KM I WHK 04/27/2018 T6'9 13' 1T 275'7 30, r T6'9 + 5'S'7 + 4' + 65'7 49 a p6 a4E 30' 1'4- TS4 T8'12 _t_ T6'12 EE4 1'4' T5'4 16 276'12 + 30, 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: 23.60 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 ' C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. 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 In PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERTU): 0.081 J 999 240 Lu: NA Cs: NA VERT(TL): 0.220 J 999 180 Snow Duration' NA HORZ(LL): 0.037 1 - - HORZ(TL): 0.069 1 Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.484 TPI Sid: 2014 Max BC CSI: 0.678 Rep Factors Used: Yes Max Web CSI: 0.221 FT/RT:0(0u0(0) Plate Type(s): WAVE VIEW Ver: 17.02 01 A. 1114.21 I ,o :. VATE OF iQA'•!cCOR Pe ak.' 0 278 y'%r2/0NAL E 04/27/2018 a 20'4' Maximum Reactions (Ibs) Loc R / U / Rw / Rh I RL / W B 1211 / 146 / 640 / - / 160 / 4.0 G 1211 / 146 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 492 -1979 E - F 419 -1382 C - D 419 -1382 F - G 492 -1979 D - E 425 -1270 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1694 - 330 J -1 1690 - 355 K - J 1690 - 330 1- G 1694 - 354 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 187 -589 J - E 375 -88 D - J 375 -88 J - F 187 -589 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care in fabricating, handling shipping, installing and bracing. Refer to @nd follow the lasest edition of BCSI (BuildingComponentSefetyInformation, bry TPI and SBCA) for safety practices prior to performing these unctions. Installers shall provide temporary bract per BSI. Unless noted oTherwisfe,top chord shall have properly attache structural sheathing and botlQm horo shall h ve a progenyattach€,d ngid ceiling Locations shown orpermanent lateral restraint of webs s at have bracing installed per BC I sgctions 0 . B7 or 10 as a , ica e. A ply plates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Zpfor standard plate positions. Alpine, a division of ITW Buildint CComponenls Group In`. shall not be responsible for any deviation from this drawin any failure to build the truss in of rmance with ANSIITPI 1, or for handlia shipping, installation and bracing of trussisA seal on this dr wirSg or cover pa9gg 2400 Lake Orange Dr listing this dorawin indicates acceptance of pro essiona engi, aring responsibility so ely for the desi n shown. The suitability Suite 150anduseofthis iawing for any structure is p e responsibility olgthe Building Designer per ANSI/TPI MCI. Orlando FL. 32837Formoreinformationseethisiob's general notes oaoe and these web sties. ALPINE www aiomertw.com; TPI www tDmst.orn; SBCA www.sbcindustry.com, ICC' www.ecxsaf*.org Job Number: 20524 Ply: 1 SEON: 613340 / T11 / HIPS Cust RR408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo 117.18.1134.07299 Truss Label: A4 KM / WHK 04/27/2018 54 5' 11' 17 247 2 30' 4 Y12 8' 5'Y12 5'9"4 is SX6 is 5X6 D E 301 4- 65" i 8'T 8'T 8'5' 1'4 8'5' 15' 21'T 30 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: II EXP: B DDes d:: Des Ld: 37.00 Mean Height: 23.10 ft 00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24 0 " CSC Dist a• 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 20 SP #3 Purlins In lieu of structural panels use pudins to brace all flat TC Q 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) DeflIC81 Criteria Pg: NA Cl: NA CAT- NA PP Deflection in loc Udefl U# Pf• NA Ce: NA VERT(LL). 0.085 J 999 240 Lu: NA Cs: NA VERT(TL): 0.231 J 999 180 Snow Duration- NA HORZ(LL): 0.035 1 - HORZ(TL): 0.066 1 Code I Mist: Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.760 TPI Sid: 2014 Max BC CSI: 0.706 Rep Factors Used. Yes Max Web CSI. 0 158 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver 17.02 01A.1114.21 STATE OF 0 278y''Z%is/ONAt ``_dam 04/27/2018 r1 fn ro 20'4' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1215 /148 /641 /- /139 /4.0 G 1215 /148 /641 /- /- /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 ngid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 536 - 2017 E - F 520 -1816 C - D 52D -1816 F - G 535 - 2017 D - E ' 464 -1463 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1745 - 383 J -1 1418 - 287 K - J 1418 - 256 I - G 1745 - 407 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-D 414 -72 E-I 414 -71 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qq ire extreme care in fabri atin h ndlin9g, shipping installing and brac'ng. ,Refer to nd follow the latest editiqn of SCSI (Building t gfety Information, byy TPI an'S CA) tOr safety practices prior to Der ormi these unctions. Installers sh Il provide temporary GSI. Unless not Otherwi e.top chord shall have properlyy attachedd s rucI ral sheathing and bottQrtl hor$hall hav a properly I I d ceilingg Locations shown orDermanent lateral restraint Of webs shal have bracing installed per BCI secoons 83.7 or 810. e. A pTy PPlat s to ach face of truss and position as shown above and on the Joint9Details, unless not otherwise. hefer to 60A-Zgor stan ard pPfate positions. a division of rf Pi 1, Or for r acceptance any structure TPI his drawing,any failure to build the on this drawing or over pageleoes19nshown. 47he suiCability ALPINE M+mricahw+ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jbb Number: 20524 Ply 1 SEON: 613341 / T8 / HIPS I Cust: RR408 JRef 1WaH4080011 7510 - B (MB TRAY) 17510. B (MB TRAY) -DAVID WEEKLY Oty 1 FROM- CH DrwNo. 117.18.1134 07300 Truss Label: A5 KM / WHK 04/27/2018 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 " 25'2"12 30' i 4'9'4 + 4'2"12 + 6' + 6' 4'2"12 4'9'4 a 5X6 1112X4 a SX6 D E F 30' 9' 15' 21' 3V Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure Closed Risk Category' II EXP: B Mean Height: 22 60 If TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 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 Sot 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,PI in PSF) Pg: NA Cl. NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:O(Ou0(0) Plate Type(s): WAVE C7 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.102 E 999 240 VERT(TL): 0.278 E 999 180 HORZ(LL): 0.038 J - - HORZ(TL): 0.070 J Creep Factor. 2.0 Max TC CSI: 0 397 Max BC CSI. 0.750 Max Web CSI: 0 148 VIEW Ver: 17.02.01A.1114.21 o : VATE O'F 9 v 0 278'%_70NAI. 04/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1215 /287 /638 /- /119 /4.0 H 1215 / 287 1638 / - /- 14.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 H Min Big 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 570 - 2039 E - F 577 -1865 C-D 516 -1800 F-G 516 -180D D - E 577 -1865 G - H 569 - 2039 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - L 1774 - 42D K - J 1566 - 333 L - K 1566 - 309 J - H 1774 - 444 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q it extreme care in fabricatingg h ndltn , shiuping, installing ,and bracing Refer to gnd follow the latest edition of SCSI (Building teietyInformation, by TPI an r7 S CA) for safety practices prior to performing these unctions. Installers shall provide temporar BSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bolt2m hord shall hav a pro e y id ceiling Locations shown foiDermanent lateral resVainl of webs shall have bra@cingg installed per BCI sections B3. 7 or 10, A pfy Plat6s to ach face or truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to 6P6A- Zpfor standard pPfate positions. of any his drawing,any failure to build the on this drawing or over page Ledesignghown. The suiTability ALPINE NEm rrwc'IJN 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 TPIw Job Number: 20524 Ply 1 SEON. 613361 / T23 HIPS Cusp R408 JRef 1WaH40673011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo• 117 18 1147 03703 Truss Label: A6 KM / DF 04/27/2018 T 11'0"14 15' 18'11"2 23' 30' T 4.014 3'11"2 3'11"2 4'0"14 7' a6C a3XD4 1112E4 =3F 4 6X6 T2 T 12 6 p T o l7 B 12 Zo H A 1 1e3X70(A5R) In2X4 a4X6110) H0912=3X4[17) 1113X4 Q13Xl0(A5R) 30' 1'4- 6'10"4 3'11"2 4'2"10 4'2"14 3'10'14 6'10"4 1'4" 6'10"4 109"6 15 19'2"14 23'112 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.PI in PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Sid: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/deft U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.273 E 999 240 B 2370 / 570 / - / - / - 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.737 E 706 180 H 2796 / 682 / - / - / - / 4.0 Risk Category: IIBCDL: 10.00 Snow Duration: NA HORZ(LL): 0.065 J - - Wind reactions based on MWFRS Des Ld: 3700 EXP. B HORZ(TL): 0.120 J B Min Big Width Req = 2.8 Mean Height: 22.10 it Code I Misc Criteria Creep Factor: 2.0 H Min Big Width Req = 3.3NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI 0,832 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.782 Members not listed have forces less than 375# Spacing: 24.0' C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.960 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 R F URT O(Ou0(0) Chords Tens.Comp Chords Tens Comp. GCpi: 0.18 Plate Type(s)- Wind Duration 160 1 WAVE, HS VIEW Ver: 17.02.01A.1114 21 B - C 1088 -4605 E - F 1586 -6712 Lumber C - D 1377 -5928 F - G 1473 -6180 D - E 1586 - 6712 G - H 1338 - 5564 Top chord 2x4 SP #1 Dense :T2 2x6 SP #2 Bot chord 2x6 SP SS Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. Special Loads B - N 4061 -942 L - K 6253 -1497 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) N - M 4059 -945 K - J 4894 -1167 TC: From 56 pif at -1 33 to 56 pif at 1206 M - L 6004 -1401 J - H 4920 -1166 TC From 28 pif at 12.06 to 28 pif at 23.00 TC From 56 pif at 23.00 to 56 pif at 31.33 BC: From 4 pif at -1.33 to 4 pif at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 pif at 0.00 to 20 pif at 1206 Webs Tens.Comp. Webs Tens Comp. BC: From 10 pif at 12.06 to 10 plf at 2297 BC From 20 pif at 22.97 to 20 pif at 3000 C - M 2519 - 582 L - F 607 -117 BC: From 4 pif at 30 00 to 4 pill at 31.33 M - D 295 - 902 F - K 298 - 878 TC: 169 lb Conc. Load at 12.94,14.94.16 94,18.94 D - L 935 -243 K - G 1730 -410 20.94 MgUly g7j E - L 218 - 451 G - J 600 0 TC: 807 lb Conc. Load at 12.97 06 r4s AS 1 z BC: 807 Ib Conc. Load at 12 O61l'` C/ BC 127 Ib Conc. Load at 12.94,14.94,16.94,18.94_.•• • ••• 20.94 J S • • BC 477 lb Conc. Load at 22.97 a • Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 10) W4X6 S 1.75 [17) W3X4 2.25 R 1.25 Purlins In lieu of structural panels use purlins to brace all flat TC Q 24" oc. Wind Wind loads and reactions based on MWFRS FATE C7F 0 278'1*`SS/01NYA`L 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ling, handling9 shipping, installing and bracing. Refer to nd follow the la est edition of BCSI (BuildingtSfetyInformation, byy TPI ana SBCA) tbi safety practices pnor to performing these unctions. Instal ers sh II provide temporary r BeSI. Unless noted otherwi e,top chord shall have properly attached structural sheathingg and bott hor shall havga progenyIdceilingLocationsshownlorermanentlateralrestraintofwebsshallhavebriaging9installedprBCIsectionsB3, B7 or 1 Alzpiy ptat s to each face. ofPtruss and position as shown above and on the Join`Details, unless noteC otherwise. hefer to66A-Z or slan ard plate positions responsible for any deviation from this drawing,any failure to build the nation and bracini of trussesA seal on this drawing or cover page , leering responsibility solely for the design Ihown. The sutTabilityiftheBuildingDesignerperANSI/TPI 1 Sec. . www alpinertw com: TPI' www Ipmst oro, SBCA. www.5bcindusUY.com, ICC. www iccsaf ALPINENE rwi 1, or for r acceptance any structure mnwc 6750 Forum Drive Suite 305 Orlando FL. 32821 Jolt Number: 20524 Ply: 1 SEON. 613342 / T24 COMN Cusp R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty 3 FROM: TH DrwNo: 117.18.1147.05337 Truss Label: B3 KM / OF 04/27/2018 Loading Criteria (psr) 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 6' 12' 6' 6' 4X4 C 12 6 p N i B D t-4- 20'4' A E = 2X4(Al ) 2X All) 1112X4 12' i - 14" 6' 6' 6' 12' Wind Criteria Wind SW: 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 W2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pf in PSF) Pg: NA CI:NA CAT:NA Pf: NA Ce- NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.008 E 999 240 VERT(TL): 0.022 E 999 180 HORZ(LL): 0.004 E - HORZ(TL): 0.007 E Creep Factor: 2.0 Max TC CSI: 0.289 Max BC CSI: 0.336 Max Web CSI: 0.100 VIEW Ver: 17.02.01A.1114.21 7f i * ATE 6s,p ' OR`pP.`c'. 0 was •tv 04/27/2018 a Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 540 / 124 1293 / - / 77 / 4.0 D 448 /92 /217 /- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 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. Chords Tens. Comp. B-C 207 -619 C-D 221 -616 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 498 -124 E - D 498 -124 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , h ndlin , shi pingg mstalling,and brat' Refer to and follow the latest editiqn of BCSI (BuildingtSgfety. Information, by TPI an SRCA) di .afety pracbces pnor to perro ming these functions. Installers sh II provide temporary981. Unless noted olherwi4e,top chord shall have proper)y attached structural sheathing and bolt2m hor shall h v a proerly lid ceilinop. Locations shown for ermanent lateral restraint bf webs shall have bracingg mslalied per BC I sections B . 7 or 10, e._ ARpTY plates to each face oftrussand position as shown above and on the JoinrDelaiIs, unless noted otherwise. Pieter to of n rr 1, or ror n acceptance any structure failure to build the I or over e , n. he suipa &Arty ALPINEINE iwm+ oawwrr 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply. 1 SEON• 613343 / T28 COMN Cust: R408 JRef. 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: TH DrwNo- 117 18 1147.07660 Truss Label: 133A KM / DF 04/27/2018 6' 12' r 6' 6' 4X4 C 12 6 u B D 20'4" 4 E 2X A1) 1112X4 =-2X4(A1) 12' 6' 6' 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg• NA Cl: NA CAT: Ni TCDL: 7.00 Speed. 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category:11 Snow Duration NA EXP. B Des Ld: 37.00 Mean Height: 21.85 ft NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a• 3.00 It Rep Factors Used: Yes Loc. from endwall: Any FT/RT.0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 20 SP #2 Dense Bol chord 2x4 SP #2 Dense Webs 20 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.008 E 999 240 VERT(TL): 0.022 E 999 180 HORZ(LL) 0.004 E - - HORZ(TL): 0.007 E Creep Factor- 2.0 Max TC CSI: 0.303 Max BC CSI 0.334 Max Web CSI: 0.100 VIEW Ver: 17.02.01A.1114.21 i J z= ATE 0R pP•.`k.. 0 278NAL 04/27/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 540 / 124 / 293 I - / 77 / 4.0 D 448 / 92 1233 / - /- / 4 0 Wind reactions based on MWFRS B Min Brg Width Rep = 1.5 D Min Brg Width Rep = 1.5 Bearings B & D 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 385 - 616 C - D 408 - 614 Maximum Sol Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 496 - 252 E - D 496 - 252 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care m fabrisatin h ndlin , shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSefetyInformation, by TPI an S CA) for safety practices pnor to performing these functions. Installers shall provide lemporarrYv bracino per B SI., Unl ss noted olherwi e,top chord shall have properly attache structural sheathing and bottom Nord shall hav a proRelr yattachdrltidceiknggocationsshownorpermanentlateralrestraintofwebssalhavebracngmslalledperBCIsectionsB3.7 or 10. as applicable. A plyat6gs to each face o truss and posdion as shown above and on the Jom Details, unless noted otherwise. kefer to drawings 16OA-Zfor sndard plate posdion. Alpine, a division of ITW Buildint CComponpnts Grpup Ink shall not be responsible for any deviation from this drawing,any failure to build the trussinconformancewithANSIOI1, or or hanCdlins, s ippmg, insttaallation and bracmg of trussesA seal on this drawing or Eover pag listing this 0%ving, indica(es _acceptance_ of krdiessronar gpginegring iespo slbility solely fo)he,des„gn shown. The suitakility ALPINE NEwmvm awr 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 20524 Ply: 1 SEON 613344 / T3 COMN Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oy: 1 FROM TH DrwNo: 117.18.1134.07626 Truss Label: Bt 1 KM / DF 04/27/2018 6' + 12' 6' 6' 4X4 C 12 6 m m vi7 B D 1 y, t-0- zo•4" q F E 2X4(Al) 1112X4 =2X4(A1) 1.4" Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 7.00 Speed: 139 mph SCLL. 0.00 Enclosure: Closed BCDL• 10.00 Risk Category: II EXP. B Des Ld: 37.00 Mean Height: 21.85 it NCBCLL: 10.00 TCDL: 4.2 psi 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 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. IMPORTANT" any 12' 6' 6' 6' 12' 1'4" —{ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg• NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.008 F 999 240 B 534 / 122 / 293 / - / 89 Lu: NA Cs: NA VERT(TL): 0.022 F 999 180 D 534 / 122 / 293 / - /. Snow Duration- NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS HORZ(TL): 0.007 F B Min Big Width Req = 1.5 Code I 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 Sid: 2014 Max BC CSI: 0 327 W 4.0 4.0 Rep Factors Used: Yes Max Web CSI: 0.099 Members not listed have forces less than 375# 0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) FTIR7Chords Tens.Comp. Chords Tens. Comp. Plate : 01( 0Y ): WAVE VIEW Ver: 17.02.01A.1114.20 B - C 364 -6W C - D 364 -6W Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 -169 F - D 480 -169 z YATE OF ; s :• F it0 278'4, 14Z4Z1QNALu 04/ 27/2018 OW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS pi installing and bracing. Refer to rid follow the latest edition of SCSI (Budding liacticespriortoperformingthesefunctions. Installers shall provide temporary iliaproperlyyattachesyructureIsheathingandbottomhornshallhvaprogenyralrestraintofwebssathavebracingginstalledperBCIsectionsBa3. 7 or 10, lion as shown above and on the Join Details, unless noted otherwise. kefer to shall not be responsible for any deviation from this drawin.ag failure to build the ppm , mslallabon and bracin9 o truss sA seal on this dr wing or cover page tonalengineeringresponsibilitysoleiy_f_orthe desjgn shown. The suitability ALPINE NEinmvmMwn 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number. 20524 Ply: 1 SEON: 613345 / T4 / GASL Cust: RR408 JRef: 1WaH408Cd11 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty 1 FROM TH DrwNo: 117.18.1134.07050 Truss Label: 82 KM / WHK 04/27/2018 6' 12' 6' 6' 4' --{ a4X4 TYP) D 12 6 B F 1° 20'4' A G 2X4(A1) I = 2X4(A1) 12' f" 1'4- _' 1 6 ' i 6 1.4" 6' 12' Loading Criteria (psq Wind Criteria Snow Criteria (P9.P1 in PSF) DeflICS1 Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 139 mph PI: NA Ce: NA VERT(LL). 0.001 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 H 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration. NA HORZ(LL): -0.001 J - Des Ld: 37.00 EXP. B HORZ(TL)• 0.002 H NCBCLL: 10.00 Mean Height: 21.85 it Code I Misc Criteria Creep Factor: 2.0TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0 189 Load Duration: 1.25 MWFRS Parallel Dist: 0 to W2 TPI Std 2014 Max BC CSI: 0.097 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.070 Loc. from endwall: Any FT/RT:0(0)/O(0) GCpi: 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A If14.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 20 SP 03 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Att s SF•' '4 o $TATE OF 0 278 ''wS/ONAL - 04/27/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W B' 89 / 20 / 40 /- / 7 / 144 Wind reactions based on MWFRS B Min Brg Width Reg = - Bearing B is a ngid 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 qquir extreme care in fabriSzti2. h ndlin ,hipp', ,'nstalling,and bracing. Refer to and follow the latest edition of BCSI (BuildinglSeefelyInformation, b TPI and S CA) f r safety ractices pnor to performing these functions. Installers shall provide temporary r SSI. Unless noted o herwi e.top chord shall have properly attached structural sheathing and bott%nag oro shall B3vB7 pro anyidceilingLocationsshownorermanentlateralrestraintfwebsshallhavebracingginstalledperBBGGse f e. A pTjr fates to each face, ofttruss and position as shown above and on the Joint Details, unless notes otherwise. F efer to60A-Popr standard plate positions. of failure to build the I or over pa n. ht sui a ility ALPINEINE M "arw.r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 20524 Ply t SEON: 613346 / T2 SPEC Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 5 FROM: CH DrwNo: 117.18.1147.09280 Truss Label: EJ6 KM / OF 04/27/2018 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 " Lumber 5'10" 1, 56"6 576"8 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 It TCDL: 4 2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C8C Dist a: 3.00 k Loc. from endwall Any GCpi: 0.18 Wind Duration: 1.60 Top chord 20 SP #2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Wind Wind loads based on MWFRS with additional C8C member design. Right end vertical not exposed to wind pressure. Snow Criteria (Pg.Pf in PSF) Pg- NA Cl: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 201 T RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE 3XC Def11CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.010 E 999 240 VERT(TL): 0.026 E 999 180 HORZ(LL): 0.005 E - - HORZ(TL): 0.009 E Creep Factor: 2.0 Max TC CSI: 0.253 Max BC CSI: 0.253 Max Web CSI: 0.151 VIEW Ver: 17.02.01A.1114 21 Ow'JY` ss ,Q :• ATE d t, ; Dic:••:c OR`0• 901111111900 0278••••, G 10'7"4 10, Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 289 / 26 / 167 / - 163 / 3.5 D 203 /35 /113 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B 8 D are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 832 - 578 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa bri ling,h ndi rn , shiDpi installing,and bracing. Refer to and follow the latest edition of BCSI (Building t gg fety Information, by i anSEA) rbr sate practices prior to performing these functions. Installers shall provide temporary BSI. Unless noted otherwise top chord shall have proper)y attached structural sheathing and bottom horo shall hav a progeny Aid ceilin Locations shown toi ermanent lateral restraint Of webs shall have bracingg installed per BC I sections B3. 7 or 810. Alpp. YZDlaces to each face, of truss and position as shown above and on the Join Details, unless not otherwise. Refer to 6e0A- Z for standard plate positions. a division of in conformanc not failure to build the I or cover pa e n. The sui bility ALPINE NEwmvoaww. 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number: 20524 Ply: 1 SEON. 613347 / T1 GABL Cust R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 2 FROM: CH DrwNo: 117.18.1147.11870 Truss Label. EJ6A KM / OF 04/27/2018 3'10" 3'10" 2' 3Xa 5'10• 1' + 3'10" 1'6"12 3'10" 5412 gg 9'!S 80 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: II EXP. B DDes Ld: 37.00Desd:: Mean Height: 15.00 ft 00 TCDL: 4.2 psi Soffit: 200 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " 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 20 SP #2 Dense Webs 20 SP #3 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B• 84 / 8 / 49 / - / 11 / 66.5Pf: NA Ce• NA VERT(LL): 0.002 G 999 240 Lu: NA Cs: NA VERT(TL): 0.006 G 999 180 E 26 / 15 / 11 / - /- / 1.5 Snow Duration, NA HORZ(LL): 0.001 G - Wind reactions based on MWFRS HORZ(TL): 0.002 G Creep Factor. 2.0 B Min Brg Width Req = - E Min Brg Width Req = 1 5CodeIMiscCriteria Bldg Code: FBC 2017 RES Max TC CSI: 0.102 Bearings B & E are a ngid surface. TPI Sid: 2014 Rep Factors Used: Yes Max BC CSI: 0.093 Max Web CSI: 0.074 Members not listed have forces less than 375# FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver: 17 02.01 A. 11114.21WAVE Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. uW/gf7 o. 646 ATE : 4 c OR\VP'•••'` c 0 27pNAt- two G 04/27/2, I s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requirq extreme care in fabrisatin h ndlingg shipping, installing.and bracing. Refer to and follow the latest editipn of BCSI (BuildingComponentgIty. Information, by TPI ang S9CA) tbi sal°ety practices prior to performing these functions. Installers sh 11 provide temporraebracinuergB 1. Unless noted olherwise.t chord shall have properly attached structural sheath' and DottQnl9 tuns B v 7 oroB10YattachdriblidceilingLocationsshownforrmanentlateralrestraintCiwebsshallhavbracinfinsTallederBGedasappicaAplyCatestoachFaceotrussandpositionasshownaboveandonlifeJoinDetails, unless not otherwise. f7efer to ALPINEdrawings16A-Zpfor standard pate positions. Alpine, a division of ITW Buildin CCompongnis Group Ins. shall not be responsible For any deviation irom this drawing,any failure to buildglhe tcuss in Ironformance with ANSI PI 1, or or handlinll shipping, installation and bracing of trussesA seat on this drawing or 4rhe suiCabili 8750 Forum Drivelistingthisdrawingindicatesacceptanceofproessronaenginringgresponsibilitysolelyforthedesfnhown. ty Suite 305anduseofthist7iawingforanystructureistheresponsibilityo1¢lhe 9uilding Designer per ANSIITPI 1 Sgec.. Orlando FL, 32821Formoreinformationseethisob's enerel notes a and these web sales. ALPINE. www al ineiNv com• TPI: www.t inst.o • SBCA: www.sbcindus com ICC www iCtSate.o Job Number: 20524 Ply. 1 SEON: 613348 / T22 / EJAC Cust- RR408 JRef: 1WaH408OO11 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 6 FROM: CH DrwNO: 117.18.1134.07174 Truss Label: EJ7 I GA / DF 04/27/2018 C 23'10"11 12 6 p o u v B 1J 20'4" A D +/— 801 Loading Criteria (psr) 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" 7' 7' Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.1 Oft TCDL: 4.2 psi BCDL: 5.0 psi 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 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL). 0.013 D HORZ(TL)• 0.023 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.598 TPI Sid: 2014 Max BC CSI: 0 455 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:O(Oy0(0) Plate Type(s): VIEW Ver: 17.02.OIA.1114.21WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2)16d common(0.162"4.5") toe -nails at top chord. Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord. p,S On op ATE Or,/ p•.••C OR P••" 6- OF 0 278%.4,yS/ANAL i-t 04/27/2018 WARNING" READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 61 / 220 / - / 124 14.0 D 127 /- /84 /- /- /1.5 C 169 /81 /67 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Beanng B is a rigid surface. Members not listed have forces less than 375# INSTALLERS the latest edition of BCSI (Building Instarl lers sh I1 prpvidegtemporary bDoen ,agho t7cUUonI h iiroglrl0y unless note otherwise. Defer to' Alpine. a division of ITW BuildmcLComponents Group Inc. shall not be responsible for anydevialion from-1 r1 rl 1, or for n acceptance any sructure failure to build the I i The pain. ALPINENE mnwmNIpN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20524 Ply: 1 SEON: 613358 / T30 EJAC Cust: R408 JRe1: 1WaH4680011 7510 - B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty 1 FROM- CH DrwNo: 117.18.1147 25357 Truss Label: EJ7G KM / DF 04/27/2018 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 " T 23'10'4 12 6 0 ih A 20'4" C 2X4(A1) Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP. B Mean Height: 22.43 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a• 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 2x6 SP SS Special Loads T 7' 7' Snow Criteria (P9.P1 in PSF) Pg: NA Cl: NA CAT: NO PI: 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(0y0(0) Plate Type(s): WAVE Lumber Dur.Fac =1 251 Plate Our Fac.=1.25) TC: From 56 pill at 0.00 to 56 pill at 7.00 BC: From 10 pit at 0.00 to 10 plf at 7.00 BC: 448 lb Conc. Load at 2.06, 4.06, 6.06 Hangers / 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. Defl/CSI Criteria PP Deflection In loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0 031 C HORZ(TL): 0 055 C Creep Factor: 2.0 Max TC CSI- 0.815 Max BC CSI: 0.866 Max Web CSI: 0 000 VIEW Ver: 17.02 01 A. 1114.21 s,,p•; ATE OrQ tI 0 27;*;' Qs/QNA1. A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 810 1199 /- /- /- 14.0 C 807 /155 /-/- B 185 180 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 04/27/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in Fab satingg, hh ndlin shipping installing and bracing. Refer to nil follow the latest edition of SCSI (Budding Come pongntt3 Eery Information, by TPI anr7 S CA) f sat ty pracbces pnor to performing these (unctions. Installers sh ll provide temporary braung peB Sl. Unl ss noted olherwige:p chord shallave properly attache stn aural she 9 ing and bQ om h shall hav a pro erly attach ri id ceilingg. ocabons shown or emlanenl lateral restraint i webs s all have br cm installed p I r BCI coons B3. 7 or 10, as app ica e. A pTy plates to each Face o truss and position as shown above and on the Jom Details, un ess note otherwise. Defer to dra160A-Zpfor wings standard platepositions. Alpine, a division of ITW Buildmo Components Group Inc. shall not be responsible for any deviation_ from this drowing,any failure to build the or The su,% ity A PIL NE mm.mww+. 6750 Forum Drive Suite 305 Orlando FL. 32821 IYI 1•or Corr acceptance any structure Job Number: 20524 Ply: 1 SEON. 613365 / T31 EJAC Cust. R408 JfRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 3 FROM: CH DrwNo: 117.1811147.27813 Truss Label: EJ7A KM / DF I 04/27/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " E 1'4" I 2'4" + 4,8" 2'4" 7' Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category, II EXP: B Mean Height: 22.10 it TCDL: 4.2 psi 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 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Fig: NA Cl: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(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"x3.5") toe -nails at bottom chord. Def11CSl Criteria PP Deflection in loc Udell U# VERT(LL): 0.182 G 452 240 VERT(TL): 0.483 G 247 180 HORZ(LL): 0.095 F - - HORZ(TL): 0.173 F Creep Factor: 2.0 Max TC CSI: 0.805 Max BC CSI: 0.279 Max Web CSI. 0.078 VIEW Ver: 17.02.01A.1114.21 J Q't ATE Q Tel 0 o X" •..••OR D. Fss ONAt NC 0 278 wutwwu 04/27/2018 23'10"11 T_KF V T j I 1 21,4,• t20'4" Maximum Reactions (Ibs) I Loc R /U IRw /Rh /RL /W B 360 / 28 / 220 / - / 92 / 4.0 F 102 /- /67 /- /- /1.5 E 188 /53 184 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = - E 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 puire extreme care in fa risatin handl'n9, shipping, installing,and bracl'n9 Refer to rid follow the lajest edition of SCSI (Building tggfetyInformation, by TPI a SBCA for safety praclices prior to perto ming these unctions. Installers shall provide temporary Bt. S1. Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottor Nord shall h vga properly lid ceilin9 Locations shown for ermanent lateral restraint Of webs shall have bracingg installed per BG Is B, B7 or 810. fie. Appiv plates to each face optruss and position as shown above and on the Join Details, unless noted otherwise. Refer to Alpine, a division of ITW BuildinQCompon nls Group In .shall not be responsible for any deviation from this drawin ,an failure to buildthe Us`cuss inconf rmanca with ANSI/TPI 1, or or handlintl shipping, installation and braung of truss seat on this dr wing or ffhe suaTabilf this SrawingindicatesacceptanceofpprofessionaroriginBringresponsibilitysoelyforthedesinhown. b and useofthisthawingforanystructureis [he responsibility o1¢the Building Designer per ANSIITPI t Seca. For mere information see Ibis inb's oeneral notes oaoe and these web sites. ALPINE www alotnertw can: TPI: wwwAdinsLoro. SBCA• www sbandusbv.Com. ICC: www ICCsaf A IPL NE u, mrmw m 6750 Forum Drive Suite 305 Orlando FL, 32821 5710 B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY I Oty: 4 I FROM: CH 349 / T14 / JACK I Dr No: R117.18..11134 Z8987 0011 Truss Label: CJ7 Loading Criteria (psr) TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 12 C6F 1'4" 1' 1' Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure- Closed Risk Category- II EXP: B Mean Height: 20 60 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: Any GCpr 0.18 Wind Duration 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0y0(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"x3.5') toe -nails at bottom chord. M o U') Deft/CSI Criteria PP Deflection in loc Udell UN 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 AT 9pc ••FC 0RQP•` 04/27/2018 20'10"11 20'4" Maximum Reactions fibs) Loc R / U / Rw / Rh / RL / W B 201 / 56 1137 / - / 32 14.0 D 9 110 /15 /- /- /1.5 C -36 136 124 / - / - / 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 ngid 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 irusseomprataccinthed n id ceiling Locations shown orDermanenl lateral restraint of webs s all have bracing ins lied p6r BCI sections B, 87 or 10. as applicab A pp tales to ach face or truss and position as shown above and on the JointgDetails. unless noted otherwise. kefer todrawings16i4-Z or sp n erd pP(ate positions. Alpine. a division of ITW Buildinq_Components Group Inc shall not be responsible for any deviation_ from this drawing.any failure to build the n rl 1, or ror r acceptance any structure CThesuZiiity ALPINENE nm.coo.Hr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 JAb Number: 20524 Ply: 1 I SEON: 613350 / T21 / JACK I Cusl: R R408 JReh 1 WaM4080011 7510 . B (MB TRAY)17510 - B (MB TRAY) -DAVID WEEKLY Oty: 4 FROM. CH DrwNo: 117.18.1134.07049 Truss Label: CJ3 KM / WHK 04/27/2018 Loading Criteria (psf) TCLL: 20.00 TCDL. 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.25 Spacing: 24 0 " 3' 1'4" 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.PI In PSF) Pg: NA Ct: NA CAT: W Pl: 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(0y0(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"x3.5") toe -nails at bottom chord. L T7 21'10"11 M T_ 0 to Zo v 20'4" Defl/CSI Criteria • Maximum Reactions (lbs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W 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 i o= WTE S ONAt ',1 04/27/2018 B 222 / 45 / 141 I - / 62 / 4.0 D 50 /- /36 /- /- /1.5 C 59 /28 /20 /- /- /15 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 quire extreme care in fabncatin9, hh ndlm9, shipping, installing,and bracing.. Refer to @,nd follow the latest e9iti n of BCSI BuildingtggfetyInformation, by TPI and S CA) rbr saf ty prac8ca pnor to performing these unctions. Instal ers s all provide to pora BSI Unl ss noted olherw se top chord shallave properly attached structural sheathing and bott2rrl cuons B 7 oro 10yidceilingovationsshownforpermanentlateralresUaini ( webs shall have bracing installed per eG Alp tat8s to ach Face of truss and position as shown above and on the JoinCDetads, unless noted otherwise. kefer toSA-Z or sp nCard pate posibons. of Ft vi 1, or for r acceptance any structure failure to build the 1 or over pa n. he sui a ility A IPLNE r.mrosw r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 75 0 B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY I Ory: 4 I FROM. CH 351 / T78 / JACK I KM No WHK18.11 04. 06970080011 Truss Label: CJ5 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL. 0.00 BCDL: 10.00 Des Ld• 37.00 NCBCLL: 10.00 Soft: 200 Load Duration: 1.25 Spacing: 24.0 " 1'4„ Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category II EXP: S Mean Height: 21.60 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 5' 5' Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: NO 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(0y0(0) Plate Typilll WAVE Additional Notes Provide (2)16d common(0.162"0.5") toe -nails at top chord. Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord. C DeflICSI Criteria PP Deflection In loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(ll 0.004 D HORZ(TL): 0.007 D Creep Factor: 2.0 Max TC CSI: 0.264 Max BC CSI: 0 223 Max Web CSI: 0.000 VIEW Ver: 17.02 01A.1114.21 I s ,Q VATE OF Q ic ••: c •O R 0••'C NALoz71; awma wwuW0 04/27/2018 22'10"11 P O CV Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 288 151 / 179 / - / 92 / 4.0 D 89 /- /58 /- . /- /1 5 C 116 /54 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Rep = 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 quire extreme care in fatri atin h ndlin9, shipping, in%alling,and brae ng. , Refer to and follow the latest edilion of SCSI (BuildingtgfetyInformation, b PI an 'S9M) for safety practices prior to pe ormmg these unctions. Installers shall provide temporaryS SI. Unlgss noted otherwise top chord shall have property attached structural sheathing and bon2m Nord shall hav a Drotzerly 0id cedln Locations s own or Permanent lateral restraint f webs shall have bracing9 ins _ fled p r C`I sections B3. e/ or 10. A pTy plates to each face of truss and position as shown above and on the Join Details. unless not otherwise. Defer to 5 A Zfor standard plate positions. a division of failure to build the I or over pa n. he sui ility ALPINENE n"a 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 20524 Ply 1 SEON: 613353 / T34 JACK Cust: R408 JRef: 1WaH4080011 7510 - B (MB TRAY) /7510 - B (MB TRAY) -DAVID WEEKLY Oty: 2 FROM: CH DrwNo: 117.18.1147.29133 Truss Label: CJ5A KM / DF 04/27/2018 o N T 1 T3 1 T3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soft: 2.00 Load Duration: 1.25 Spacing 24.0 " Lumber 1.4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category. 11 EXP: B Mean Height: 21.60 it TCDL: 4 2 psi 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 GCpr 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional CSC member design. 2'4" 2'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI SW: 2014 Rep Factors Used: Yes FT/RT O(Ou0(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"x3.5") toe -nails at bottom chord. E 2.8" J' Defl/CSI Criteria PP Deflection in toe Udefl U# VERT(LL)• 0.058 G 999 240 VERT(TL). 0.153 G 552 180 HORZ(LL): 0.030 F - - HORZ(TL): 0.054 F Creep Factor: 2.0 Max TC CSI: 0.381 Max SC CSI: 0.088 Max Web CSI: 0.063 VIEW Ver: 17.02.01A.1114.21 i 0 278 y' , ONAL-1 04/27/2018 221011 T T 21.4" P CO 1 20'4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 288 / 51 / 179 / - / 92 14.0 F 60 /- /39 I- /- /1.5 E 134 155 / 63 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = - E 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 quire extreme care in fatLrisatin h ndlin9 she' ingg installing,and bracing. Refer to afnd follow the latest edition of BCSI (BuildingtgfetyInformation, by TI PI an S9CA) g sa ery pracbces pnor to performing these unctions. Installers shall provide temporary B8SI. Unless noted olherwi e.top chord shall have properly attached s(ructural sheatheng and bottQrr hob shall hav a props yrdceilingLocationsshownlorDermanentlateralrestraintofwebsshallhav8bracmmrsliedperBGIcoonsB3,7 or 810. 6 A piy tat s to each face of truss and position as shown above and on the Join`Details, unless note otherwise. Defer toA-Zptor sp n ard plate positions. Of r7Pl 1, or for h acceptance any structure shall failure to build the nrsauCebility ALPINE NEnmvcoaw, n 6750 Forum Drive Suite 305 Orlando FL. 32821 Job Number. 20524 Ply. 1 SEON: 613352 / T5 JACK I Cust: R408 JRef: 1WaH408001I 7510 - B (MB TRAY)17510 - 8 (MB TRAY) -DAVID WEEKLY Oty 2 FROM CH DrwNo: 117.18.1147.31020 Truss Label: CJ3A KM I DF 04/27/2018 T P o T I T 1) 1 '4n 2'4" 8" 2'4" 3' 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: II EXP B Des Ld: 37.00 Mean Height: 21.10 it 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: 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 E 21'10"11 21'4" ch is rl 20'4" Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 222 / 45 1141 I - / 62 / 4.0Pf, NA Ce• NA VERT(LL): 0.006 G 999 240 Lu: NA Cs NA VERT(TL). 0.018 G 999 180 F 17 /. / 11 I - / - / 1.5 Snow Duration: NA HORZ(LL): 0.003 F - - E 75 / 25 138 I - / - / 1.5 HORZ(TL)• 0.005 F Creep Factor: 2.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5CodeIMiscCriteria Bldg Code: FBC 2017 RES Max TC CSI: 0.198 F Min Brg Width Req = - TPI Std: 2014 Max BC CSI 0.031 E Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.032 Bearing B is a ngid surface. FT/RT:0(0y0(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver: 17.02.01A.1114.21WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2)16d common(0.I62"x3.5") toe -nails at top chord. Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord. M o VATE OYF9 i'••:ct 0R\OP•G4P o z78s,ONAt- wnnuwui°tp° 04/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS requir extreme care in isbri sting h ndlin shiDpm mslallmg and brac)'ng. , Refer to nil follow the latest edition of SCSI (BuildingWentggeferyInformation, b Tf l anf7 S CA) foi safely practices prior to pertormmg these functions. Installer sh II provide tempora per BSI. Unl ss noted o herwi top chord shall have proper)r attached structural sheathing and bolt2rtlor shall h ve a pro2eyCrigidceilm9geLocabonsshownoiDermanentlateralrestraintofwebsshallhavebraanqinstalledperBclsectionsB. B7 or 810. iw e. A2piy plates to each Face of truss and position as shown above and on the Join Details, unless noted otherwise. Meier to s 160A-Z for standard plate posdions. a division of ITW_ Buildmg_Componfnts Group Inc. shall not be responsible for any deviation From this drawing•any failure to build the any I or over paAbilityn. he sui bllity ALPINENE mrrwo 6750 Forum Drive Suite 305 Orlando FL, 32821 JRet 75 ON B (MB TRAY) /7510 • B (MB TRAY) -DAVID WEEKLY I Oty: 2 I FROM: CH 59 I T33 /HIP_ I KM DrwNo: R117 1811 0412 0200880011 Truss Label: HJ7 T ra Loading Criteria ( psf) TCLL• 20. 00TCDL: 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 " i_ 575 9,10" 1 575 + 4' 6"11 D 23'10" 6 12 :—Z: C4 4. 24 p v vs v B20'4" 4 FE 2X4( A1) = 04 F— 1' 10" 10 94"1 6" 9.4"1 71 " 1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 it TCDL: 4. 2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg, Pf in PSF) Pg: NA Cl: NA CAT: W PI: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: No FT/RT:0( 0)/0(0) Plate Type(s): WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. 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. 17 Def11CSl Criteria PP Deflection in loc Udell U# VERT( LL): 0.026 F 999 240 VERT(TL): 0.071 F 999 180 HORZ(LL): 0.007 C - - HORZ(TL): 0.013 C Creep Factor: 2.0 Max TC CSI: 0.517 Max BC CSI: 0.735 Max Web CSI: 0.269 VIEW Ver. 17.02.01A.1114.21 ATE •: SS 0NALE' 0 278 r iw --- 04/ 27/2018r7MaximumReactions (Ibs) Loc R /U / Rw / Rh /RL /W B 398 /101 /- I- I- 14.9 E 350 /11 I- /- /- /1.5 D 216 /110 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - 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 217 - 567 Maximum Sol Chord Forces Per Ply (Ibs) Chords Tens Comp. B-F 521 -19D Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 2D8 - 570 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS p it extreme care in fa ri tin h ndlin9 shipping, installing ,and bracing. Refer to and follow the latest editin of BCSI (Building t . ety Information, byy TPI , S CAi rb salety pracbces poor to performing these functions. Installers shaliprovide temporary r I. Unless noted o7herwi;e,top chord shallhaveproperlyattachedstructuralsheathingandbottomhoroshallhavaprogeyidceilmapLocationsshownorermanentlateralrestraintof webs shall have bracing installed per C`I coons 03. 7 or 10. a. A pty ptales to each face of Wss and position as shown above and on the JoinCDelails. unless noted otherwise. kefer to 60A-Zpfor standard plate positions. Of nm 1,orTor n acceptance any structure for any deviation from this drawing,an failure to build the acing of lrussesA seal on this drawl or cover pag4 onsrbilily solely tr-or thg"oes",gn s,hown. The suiMility ALPINE NEmrrwo wr 2400 Lake Orange Dr Suite 150 OrlandoFL. 32837 Job Number. 20524 Ply 1 SEON• 613360 I T36 HIP_ Cust: R408 JRef: 1WaH4086011 7510 - B (MB TRAY) f7510 - B (MB TRAY) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 117.18.1147 35037 Truss Label: HJ7A KM I DF 04I27/2018 23'10"6 12 T4.24 p F v io fV M III2CX4 D 1 T 21'4" T A B oo 3X4 F ; n T l i20'4" H G 2X4(A1) 4" 2 2'10"2 1 6'7"3 4" 2 3714 19110"1 Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed- 139 mph BCLL• 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. B Des Ld: 37.00 Mean Height: 22.42 it 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 9.00 ft GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS Bot chord 20 SP #2 Dense Webs 20 SP 03 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 pit at 0.00 to 2 pit at 9.84 BC: From 2 pit at 0.39 to 2 pit at 9.84 TC: -22 lb Cone Load at 1.41 TC: 149 lb Conc. Load at 4.24 TC: 269 lb Conc. Load at 7.07 BC- 17 lb Conc. Load at 1.41 BC- 34 lb Conc. Load at 4.24 BC: 120 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI In PSF) Pg: NA Cl: 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(0y0(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"x3.5") toe -nails at bottom chord WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C as Defl/CSI Criteria PP Deflection in loc L/de8 L/# VERT(LL): 0.203 G 580 240 VERT(TL): 0.573 G 304 180 HORZ(LL): 0.079 F - HORZ(TL): 0.150 F Creep Factor: 2.0 Max TC CSI: 0.568 Max BC CSI: 0.565 Max Web CSI: 0.069 VIEW Ver: 17.02.01A.1114.21 0 278 04/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 254 /113 /- /- /- /4.9 F 125 /- /6 /- /- /1.5 E 297 /95 I- I- l- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 F Min Brg Width Req = - E Min Brg Width Req = - Bearing A is a ngid surface. Members not listed have forces less than 375# ON THIS DRAWING! TORS INCLUDING THE INSTALLERS bracing. Refer to nit Follow the latest edition of BCSI (Building 1 performing lhesenctions. Installers sh II provide temporary hed structural sheathmg and bolt2m hor shall hav a properly 5 shall have bracing installed per BCI sections B3. 7 or 810. ve and on the JJoinffDetails. unless noted othervwse. Defer to failure to build the I or cover pa e n. The sui ability ALPINENE rtPi 1, or tor r acceptance any structure w+mvax•ui. 6750 Forum Drive Suite 305 Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 13' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Oro 100 moh Void Soeed. 15' Mean Helaht. Partially Enclosed. Exposure D. Kzt a 1.00 S 2"Brace Gable Vertical Spacing Species I Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace as Group A Group H Group A Group H Group A Group B Group A H Group A Group H J U Q a U S P F H F 41 / N2 4' 3' 7' 3' 7' 7' 8' 7' 1 8' 13' 6' P13' 4' 4' ' 03 4' V 6' 7' 7' V 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 14' 0' 14' 0' Stud 4' V 6' 7' 7' 0' 8' 6• e' 10' 10' 1' 10' 6' 13' 4• 0' 14' 0' 14' 0' Stemand 11111. S P D F L 4' 6' 7' 4' 7' 8' e' e• 9' 0' 10' 4' 10, 9' 13' 8' 14. V 14' 0' 14' 0' 02 4' 3' 7' 3' 7' 7' 8' 7' 8' 111 10' 3' 10, e' 13' 6' 14' W 14' 0' 14' 0' 03 4' 2' 6' D' 6' 4' 7' 11' 6' 6' 10' 2' 101 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' S. 6' 10' 2' 10' 7' 12, 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' It, 0' 11' 10, 14' 0' 14' 0' U i 01 Q1 U O S P F H F Nl / N2 4' 111 8' 4' e' e• 9' 10, IW 3' Il' 8' 12, 2' 14' 0' 14' 0• 14' 0' 14' 0' 03 4' 8' 8' 8' 9' 8• 10' 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14. 0' Stud 4' 8' 8' 6' 9' 8' 10 to 11' 71 12' E4' 14. 0' 14' o• 31. 0' 14' 0' Standard 4' 8' 7' 5' 9' 3• 9' 111 11' 7' 12' 14' 0' 14' 0' 14' 0' 14' 0' SP D F L N1 5' 1' V7'4- V 9' 9' 11' 10' 4' 11' 10, 12' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 11• e' 8'9' 10, 10' 3' 11' 8' 12,14' 0' 14' 0' 14. 0' 14' 0' N3 4' 9' 7' 9' 9' 9' 10' 2' 11' e' 12, 14' 0' 14' 0' 14' V 14' 0' Stud 4' 9' 7' 9' 9' 9' 10' 2' 11' e' 12, 1' 14'0' 14' 0' 14' 0' 1 14' 0' Standard 4' 8' 6' 5' 6' 10, 8' 7' 9' 2' II' 7' 12, 1' 13' 6' 14' 0' 14' W 14' V d L x d U O a Ri S P F t i Ffl Nl / 02 5' 5' 9' 2' 9' 6' 10' 10, 11' 3' 111 e' 13' 5' 14. 0' 14' 0' 14' 0' 14' 0' N3 4' 1 ' I1' 1' 12, 9' 13' 31 14' 01 141 01 14' 01 14' 0' Stud 5' 1' 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 8' 0' 8' 6' 10' 8' Il' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 01 14' 0' S P D F L N1 5' 8' 9' 3' 9' e' 10' 11' I1' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' r N2 5' S' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13, 5' 14' 0' 14' 0' 14' 0' 14' V N3 5' 3' 8' 5' 9' 0' 10' 9' It' 2' 12' 10' 1 13' 4' 14' 0' 14' 0' 1 14' 0' 1 14' 0' Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4• 14' 0' 14. 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3• 14' 0' 14' 0' 1 14' 0' 1 14' 0' Bracing Group Species and Grades, Group An S ruce-Ptra-Fir Hsw-fir 01 / 42 Ifteridard I Stud 03 1 Stud I I•3 Standard Dowass; Fir -larch Southern prnwes 3 e3 Stud Stud Standard Standard Group Bh Han -fir 1 Btr t as FF-Larch Southern Finqu 1 i I •I 2 1 t e2 Not Braces shall be SRS (Stress -Rated Board). ssFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B value may be used with these des. Gable Truss Detall Notes, Wind Load deflectbn crfterbn Is L/240. Provide ull connectim for 55 plf over conlinumus bows (5 psf TC Dead Load). Gable wend supports land from 4' W outlockars with 2' 0' overhang, or 12' plywood overhang. t Attach 'L' braces with 10d (0428'x3r mW naps. able Truss IN for (1) 'L' brace• space naps at r ac. In IS, and zones and 4' ac. between zones. N1 Dlagoral brace optbn N3or ( 2) 'L' braceso spacer- nallsat3' o vertical length may be T In IW end zones and V ac. between zones. doubled when diagonal IS' 'L' brachg must be a ehbhbaw of 80X of web brace Is used Correct L member length diagonal brace for 43M 'L' at each end Max web Br ce Gable Vertical Plate Sizes total length b l4'. BE BED Vertical Le th No ice 2x4 DF-L •2 or 4j yq Less than 4' V IX4 or 2x3 better dbgonat r + qIq Greater then 4' Ir I 3X4 Vertical length shown brace) sbngle 8, • • BE • In table above. or do &doo K45'(as shown) at I IL1 O • • a Refer to canwton truss design for upper end peak, space, and hoot plates. Cornett db •t Aqw- M• Refer to the Building Designer for condtbns t of vertical web Refer to chart a ve f le { not addressed by tub detaL VA10m110110m While 011111 Fill ALL Rao O1 TKa MV= a • , REF ASCE7-10-GAB14015 OnAIfUem11THISMVDfTOALLCONTOWOOedi®t, TK afRKLQi A. • a Temww I *A extrwhw owe h ferih:thg, htn•hp, w IMs wo • Follw flow latwet •albs of WE pug t:•epv.mt s<rw anam y Tit a ar • DATE 10/Ol/14 p cah71 vb to serf go v eh.aw fvhcal tmwt u.r. OW srwld twoopox rare awe • Ww0 rodd a - In, tap Ovd ~ havw as com y atgdW aVrctwl oft AITE Q DRWG A14015ENC101014 ahWhaw • pragr(y attwcrd rtl1 Mho Loc&Um shorn far pwwM mt agnW r.atrabt of • • atru haw hetal4d per pW wclfw• si, V or pW, u Asp pant to each i • O 12 w ere• w u aho.m abow ud as w done aatas. ea 'maw ofi.r.w. [ dLO `7 enter to dra Sol for standard patep•.• O...a (1P•.•' Atpwe, a dMabh of m Cor•or rhte 1nh; d.0 not be rea•onasAe for dr btbn L K V • ANMGM~ ewe ehga d ft tr. tr, a h` armamoe doh w011UM L or for °" e prhg •. • TOT. LD. 60 PSF o•.•• • a wd an go dning v mhwr OeO ONhp ,ME ea w WY;, f •Ie•.a '•, S pNA 13723Nrvarportlkrvs •slaty for the IaethO / suns so0 far we i h...apvhabsly . l+O ssebrahr tiro Altm/IPI 1 sa48 y4y,, Maryland Meghts, MO 63043 far mvw Wonwi in we afu Jots we.h+l Mtn pge w tlhen WE at.. „AUllnppp{{111V MAX. SPACING 24.0' F= ww%oo4*w t%A=m Tfa wew.tpnstwo SWAY www eleur"—op 105 wwdohaah-V Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind 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 mph wind speed, 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt is IAO S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 •L' Brace 1) 2x4 •L• Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B QQ1 J U Q a cu S P F F Nl / 42 4' V 6' It, 7' 2' e' 2' e' 6' 9' 9' 10' 2' 12, 10, 13- 4' 14' 0' t4' 0' N3 3' 10' 6' 2' 6' 7' 8' 1' e' 5' 9' e' 10, 0' t2' 8' t3' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' e' to' 0' 12' 8' t3' 2' 14' 0' 14' 0' Standard4' S P D F L 2'• 7' 0' 7- 3' 8' 3' 8' 7' 9' to, 10' 3' 13' 0' 0' 6' till 0' 14' 0' 02 4' 1' 6' it, 7' 2' 8' 2' e' 6' 9' 9' 10, 2' 12, 10, t3' 4' 14' 0' 14' 0' N3 4' 0• 5' 7' 5' It' 7- 5' 7' 11' 9' 8' to' t' It' 7' 12, 5' t4' 0' Stud 4' 0• 5- 7' 5' It' 7' 5' 7' 11' 9' S. 10, 1' tt' 7' t2' 5' t4' 0' 1 14' 0' Standard 3- 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10' 3' ll' 0' 13' 11' l4' 0• U i Q/ U 0 a S P F u F HlN1 / 42 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' It' 2' 11' 7' 14' 0' 14' 0' t4' 0' 14' 0' 03 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 1 11' 0' It' 6' 14' 0' l4' 0' 14' 0' 14' 0' Stud 4- 5' 7' 6' 8' 0' 9' 3' 9' 7' It' 0' 11' 6' l4' 0' till 0' l4' 0' 14' 0' Standard 4- 5' 6' 5' 6' to' 8' 7' 9' 2' It' 0' 11' 6' l3' 6' till 0' 14' 0' 14' 0' S P D F L NI 4' 10' e' 0' 8' 4' 9' 6' 9' 10' tt' 3' It' 9' 14' 0' till 0' t4' 0' 14' 0' 02 4' 8• 7' 111 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' l4' 0' 14' 0' 14' 0' N3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' It' t' It' 6' till 0' l4' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' It' V It' 6' t4' 0' till 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' e' 0' 8' 7' 10' to' 11' 6' l2' 7' l3' 15' 14' 0' 14' 0' d V X d c lJ O a 1 S P F u F IlM1 / N2 5' 2' e' 9' 9' l' 10' 4' to' 9' It' 2' 12, 9' 14' 0' 14' 0' 14. 0' 3 4' 10' 8' 7' e' It, 10' 2' 10' 7' 12, 2' 12, e' 14' 0' 14' 0' 14' 0' 1 14' 0' Stud 4' 10' 8' 7' 8' Ill 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' It' 9' It' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L N1 5' 4' 8' to, 9' 2' to' 5' to, 10• 12' 5' 12' It' 14' 0' l4' 0' 14' 0' 14' 0' 02 5' 2' 8' 9' 9' V 10' 4' to, 9' l2' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' N3 5' 0' 7' l0' 8' 4' 10' 3' 10' e' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' I Stud 1 5' 0' 7' to' 6' 4' 10' 3' 10' 8' 12' 2' t2' 8• till 0' 14' 0' 14' 0' 14' 0' Standard 4' 10• 6- It' 7' 4' 9' 3' 9' l0' l2' 2' 12' 8' 14' 0' l4' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group At race- Plne-Fb' Hsm-FN 01 / 02 Standard 02 Stld 03 Stud 03 Standard as Ftr{arch SouthalI phau• 03 03 StudI Stud Standard Standard Group Bh Hen - Fir 01 Dtr 0t as Fk -Larch Southern PYxaaa I 01 62 02 lx4 Braces shall be SRB (Stress -Rated hoard). ahlFor WAS So. PM use only Industrial 55 or Industrial 43 Stress -Rated Boards. Group B wtun may be used with these Eldirs. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift corvrcilix for 100 SAP over conttrwous bwarbig (9 psf TC head Lood). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang• or t2' plywood overhuo lib ut Attach •L• braces with 10d (0.128'x3D' min) nags. able Truss N1 For (V •L• brace- space nals at V oz. In lir and zones and 4' oc. between zones. pwgarhal brace options BI1NFor ( 2) •L• bracas space nalls at 3' or Diagonal length may ns T im Or end zones and 6' o c. between zoras. dohdaled when diagonal 18' IN •L' bracing nest be a ndnimu m of tip% of web brace is used connect L f member length diagonal brace for 5M 'L' }I ateachendmaxaebBrceGoble Vertical Plate Sizes total length b 14'. liiill IpyfVertical Le th No ice 2x6 IF- L 02 or I Lee. than 4' 0' 2%4 better diagonal r t ilia Greater than 4 0•, but 3x4 less thanIll6• Vertical langth shown c ccei single 8' • •se Greater ihsn U' 6' 4%4 In table above. 45' (as shown) at L 1 O • +Refer to comwon truss design for upper and — Ulpeak, optical and heal plates. or Refer to the &/ldtag Designer for conditions cons ; of vertical web Refer to chart a ve f • le t not addressed by this dwta0. eslM GNMIN WO NO FaipV ALL 11JFU to T= sWHDss _ • • w•amwir VIM= nos WAV= To AtL mmaic,aa od1®f Tit OQtAtls>eL , • * REF ASCE7-10-GAB14030 Tram rvq& v ewtrana ore h falakostha, harWo, al p, weuua w b/ar arC a reuoa w lawn acne- on Ilw ..dY-O co-oo-•r-t safety In/a,.tbn, fry m w irw7 /ar • DATE 10/01/14 poem. prtr p vK+ar++-o --= mne(am. wwws d.O F Gvft n ta-va+r r)_ _an.dry wr • Wawa melwd Owl- In tap dnrd ma have POW y ettaddd ab'aetvW Om. -a M • ATE DRWG A14030ENC101014 emu lawsapaperyetteamryaaeaaoLemamill= For werwrar-t lateral rirtrON of ahaO laws Mplled per Im eecam 3% 07 or sill, as ap bW 000 pap• to each • a w. 6wnpOopol6n .. aa.n asovo will on w .bat opt" uie meta oWreY.. awhr to 0-4 WA-z for aWdard Pap podYonR ., a a, `< OP,. d OAlpr-., a dalean of ITV COON -np Ind. wide -mt w reaw-haMe far vry 46vkem 0/c • OR •e TOT. <.D. 60 PSF ANrtwGDlWwlr ,atomaanyf"Weeof w trw ah oa-Ior.-.no. ww- wav(n L or for l.r-Y-a dhbpYhO Aaae••p••••0 C. `r". 13723 Rrverpon 0die A aaal a tli dni-s or, Cover InnInv YhaIklaOtlb dni-a, ehdnats amwit o o1 I/, V wA swrda vhasai w 4 We cry abtr w4 a Yti. raa•a+Yh odla h elm.. n l ft,- u(y w a. a .R. /•a 1 G Suite w 0Vd1V Oaa Par Alm/tPl 1 oath. /V NA` V Maryland Heights. MO 63043 for nhora ehforwwebn •« tilts .Isla tmr•rW noswoppaoppaa w wa w.e aa. linumWulv MAX. SPACING 24.0' ALPDC, ma1pY-erbsw1P4eaetpamt•ry S<CM maq-r1mtrF+a9l RO waalooawhs• ') CLR Reinf orcing 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. Notes, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement 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 Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 raw 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-relnforcement, or scab reinforcement to be same specles and grade or better than web member unless specified otherwise on Engineer's sealed design. 10 Center scab on wide face of web. Apply (1) scab to each face of web. T-Relnforcement Or T-Relnf. L-Reinforceihent, or L-Relnf. 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 Reinforcelhenti 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. e•VM•0fi WO 00 FMAW ALL NUO oI TM OMVfa C morwmrm eN001N no WVVG TO ALL CONTOW=1 afi100f M MTXA L Trusses rap6• Is am ore b fabeoeb•, heniY y, snb a, r.wuo and Ibis fouoe Ow lateee a~ of BM rasa Ca pawne sef.y lnlv,.m, y mw arw7 far • Ora[tloee 0'Is to perfa h 4--" fwx-uww. IMdlen ~ P'OLW ba p Oer Wear ,oW aVwr.be. top dwp ehW Iwve OrWslr .s4dW sencbeW eni YoMss es shau have a P1 "M ll 4"ached r1i1 coUS lootlss seen for pswwnT tol . rob" of eheu have brtalbd P/r I wcibw a n or no, a. ap pe Aovlr oba. to 9401 O N aw .. dorm .eo.. and an row .save Dot" vieaf eoad otlw.we. 1 O bIs to dra Ifal-Z es e.siip Olate OoMllwu. Now, a dMOwu of TTV BOOM Covenants 6c ahau ewe M r•eO•ne•4 for aarrk drdA& 1 AN ffwfok~ e b Wowive op• rade• to vw erusr b arnano vP s6VTP1 6 s Is haruwny, •I breYlaIbn • b.eYw of tmmm a A oord aanr tlaaarrelftO or over IVor"y V& dr4i bb/re scoww s of p.Iesdod 13723 FWwporl Orive IF arp aLea:Yre b Yw nepsWlh' oI tlw own. pee w Os M m see I fact ~ftsofgo Sum 2for nse b/awtbn we We Jews ynwW roMppe w Ww aa• OOes Maryland mHeights. MO 63MJ 4JgM seed4eWK04M TPb eee.yeuetsw 'rY asea0ersvyayl ICO eedoen/eery VO. bCf4sf ATE 1 ; C0P 1 R •...•O•,.. vScab PSF REF CLR Subst. D PSF DATE 10/01/14 D PSF DRWG BRCLBSUB1014 PSF LD. PSF BUR. FAC. SPACING Commentary; Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages, Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other 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 Bullding Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -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. L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/ 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 Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Truss Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load x Deflection from Live Load) + Design Dead Load Deflection) The following tables are provided as guidelines for V'' limiting deflection and estimating camber. Conditions or Notel Th laq• a considerably less than codes may exist that require exceeding these t ''• recommendations, or past experience may warrant using more stringent limitations. o. 648 • V*MMM •(AO in rouav eu MM a TIn awvpo C • * i REF DEFLEC/CAMEWXff= F%0 TIC WAVOG TO ALL ROfIRACTOa =i - TIC WTKUM& • Trvsp. npi'...Yr•n. ow• M fdr a*%: ..Y,YwaW wd As.f r • / 3 row. w Y,a.s "am of Aw aA+v cmomwn+ 7.f y LAm+wtbm y m a fr » 0 AT DATE 10/01/14 r^w a tiw °i01FWC"WM •' '• '"•' • DRVG DEFLCAMB1014IwpIwv.. +r osawa r1y wU* Lam do soon yr on I.aw rwwb%b• of • • sWl hw• Y.w,,aw• •m' zz ..— - n n •r ua o Aovlr doa. to "0 •• O or v.w. wow •• .Iwm .Yes. w M ow .ewe o.au. noaA ovwr.W QALPw.ar r. I .,n rr .anrrA p.a oorea. rry . •• AC Q •• AN rtwo awr q , • dY m of R„ *Aia, Ccn m pft trao Im ohU rot M r..Vwwtl. rorho i. n. .'•''•_-•ORN •••` Yip, wy Isles to b Wp.prb ti cWam vwo..IN MR/M L or for t 777J ftrvwDon Dma mA o of tMEWS. wd 4N tli~ %4V X Qr" 96soe+Tlw mfWYlr wor tl w tlr / vry . 6 ci.. Y tlw . M W .A W == Or Km,T.T T M2. i NAt Mrvl MeipYla.MO676q rr won . Y•o JoYf• porwnl roMp.p. w Ww wA.IT.m UfpIW{YYId K"e V"AWbwN.cm• TYY ....giwtspl iOrJh w.aeerstrysy TCO ...lo<••hay I R fo NOVA Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes opropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a As that covers the total area of apped plates to span the web. e, 2* 2X4 2X8 rrarae carww"wns rar rpwrs specirwa an sne engeheerea sruss hmshgra Attach each 'T' reinforcing member with End Driven Massh 10d Common (0.146'x 3.',nln) Malls at 4' o c. plus 4) nails In the top and bottom chords. Toenalted Masse 10d Common (0.148'x3',m60 Toenails at 4' o c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101ffll A11530ENC101014, A12030EMC101014, A14030ENC101f A18030ENC101014, A20030ENC101014, A2003KND10101 S11515ENC100815, S12015ENC100815, S14015ENC1l S18015ENCI00815, S20015ENCI00815, 520015E S11530ENC100815, S12030ENC100815, S14// S18030EMC100815, 520030ENC100815, S2003 D119hSeeappropriateAlpinegabledetailformaxmunr T' Reinforcement Attachment Detall T' Reinforcing 'T' Rwh+Forctrhp Member Member Toe -rail - 0r - End -nailIN To convert from 'L' to 'T' reinforcing members, multiply IT, increase by length (based on appropriate Alptrw gable detail). 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. Jeb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 X 2x6 20 XExample, ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height a 30 ft, Kzt = I= Gable Vertical - 24'ac. SP 03 T' Reinforcing Member Size a 2x4 T' Brace Increase (Prom Above) = 30X = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' enlllee@Qe wm An nivaw ALL saves 0 Teas WAVDO REF LET —IN VERTex,9 WO101lr nhRl IDl flea D AW= TO ALL hnmacma DsumDel 1W DQlpuaa10 Trusses .w- extrar rnre t. rabrhaaetq, hh.rhdrip, eh pbry MtoWhp arrbra p Rehr m w p • reuse w late" aditbh of ecsl Mahe cahporent safety Iehfa+etlorh by A ande r:.ar i/a far ..er . ATE • DATE 10/01/14 pre, -. prior a porfaF0 wee frmborts. butollars dra pa W arhd ps • i Wass nosed o""^''e. top char° shag have pr— V oteufrd wtractwl shoo • ' DRWG GBLLETIN1014w, sou have a so mow ty attached r b ceuha Locs Use sheen for panorhmt lateral rwstraht of • •• sou hove ireaaad per iCS1 oectiahe ors. n or MO. uappI1pe dvpr platew to awdh f • a o tr,ra abadap plbh ...ben .bore aw an w .mat Bass, heiwnb`res.d eVwrdw. •• OR.... O v# O Rehr a tiro 16Md for starhderd plan poOtbes. ( ease kip dlpro, a dNWm or m cahvoena irha still rot be rwepseble fa aanrx' deviation (,SANRWCINIMNYthhbdnebiashyfailureawtrustst+ wrnuhoe enh M4Vm L or for haraleh wh6wb I Mal4tbn a bra" of b aws. 0 A/ At MAX. TOT. LD. 60 PSF pl on s,+. ° o rl ior°;>r ° TM . ftm try OW o wb111 so DUR. FAC. ANYh8127iLrarporlOnvetee"° rhCh..^'pv'meMet r,..•on.euti a. bum a.nor per M UfM I SwA 04/27/2018sdosao for roe Warmtlan awe Oft JaWs eerra'd rhos. and throw eab eeteo 1/0 278 eMarylandhbgnn. heo sw+s , apm wwrAwwKw4m Tpb aee.tpbtorw sscA,.;.A-;J eayor•l ico.. soc"Faars MAX. SPACING 24.0 I STRONGBACK BRIDGING REC MMENDATI NS I BUTT STRONGBACK BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (M126'0.01) NAILS IN 2 ROVS AT SCAB 6' O.C. NOTEr 1N LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTEI Detalls 1 and 2 O 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0 ONAILS. are the preferred ATTACH STRONGBACK TO WED V/ (3) 10d COMMON a148'x3') NAILS OR 4) 10d BOX/GUN NAILS attachment methods O STRONGBACK BRIDGING ATTACHMENT BRIDGING one re edrTRONGDACK1faf4tomtlfdratsawtttdlIn t rmet&ac ZATTACHTOBOF cm 010 ALTERNATIVES WVMWa W" Alm MUM ALL MW ml na WlV= mvrwn 7r n m no mavmG M AIL Cwmvci VCU MM Tut: UWAUM Truf<ww ragdv wwtrwnw cuv 17 fabrt a*% l udYo, waM War to ow Ow lwtwwt aMn of WN W Comm- A/.Ay lrr/v tbr by "n vd p t1p prior to pwrf-- flow fwwtkm wt.u. d.0 pwYY ppvvy yip vwr lMrro roM ofMr M. top dstl ~ haw P"qmrlY .tNdrd .tracMl dwVir vd Ooffw drll he" • proN Y othdud rb/ MYO Lamm=Y dmrrrl 1W pe M IN rd rf/b so OA dru tir• rrtwuwd owr mXl .M(ar. w 37 Q em .. p1 1. Appl1 ol.a. w ..er ac O of tr.sw wnd u down oboww w on tiv JO. mum, v4ss rood otMnb.. d O mww to dr. 1iM-- for .Nndwd p1.M yoAtlws. Alpwu, o ~m of m eAs a cop- W Craq Ine. ~ rot M r.WauYo for wl dr4kUm f ANIIWO7IrYIWY vdw dnwro wV feg . to MafdVw trove w orwucw wM AxTVM L or for d4 4 tiwtwuwta a m.do of *%am& wA wuwwr M *6 b sA or .w yr GMW tli dnwlo, Haab+ wmgdrs of p =kml S." 20rverporl Orna Iar- oqr wLYCrwd Y Ylw r iorrlq N Nu 034" Dwwyr Pwr Mm/fpl 1 MA* Maq d P. wo1. MorwwtYln wove Vi ,p'w ewrur•l nwtww pyw uV tMw wwb diver Mary4rMNwpftu. MO 63043 wv aoti Tpy www.tplutory SIc1Y utrY a'W iW wwwAcw/wary All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging Is to develop load sharing between Indlvldual 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 Indlvldual 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). PSFIREF STRONGBACK If DL PSF JDATE 10/01/14 ATEit &J. PSF JDRWG STRBRIBRIO14 64 s, Ow R, aP•.•' PSF dddP•• LD. PSF 4 Gable Stud Reinforcement Detail ASCE 7-101 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 S 2x4 Brace Gobte Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 •L' Brace 1) 2x6 'L• Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B QQ1 J d U O U S P F H F N1 / N2 4' 9' 8' 0' 8' 4' 9' 6' 9' l0' It' 3' It, 9' 14' 0' 14' 0' l4' 0' 14' 0' 03 4' 6' 7. 6' 8' 0' 9' 4' 9' 9' Il' 2' It' 7' 14' 0' 14' 0' l4' 0' 14' 0' Stud 4' 6' 7' 5' 7' it' 9' 4' 9' 9' 11' 2' It' 7' 14' 0' 14' 0' 14' 0' 14' 0' Standard 41 61 S P D F L 4' ' e' 2' 8' 5' 9' 7• 0' 0' 11' 5' It' 0' 14' 0' 14' 0' l4' 0' 14' 0' 02 4' 9' e' 0' 6' 4' 9' 6' 9' l0' It' 3' It, 9' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' It' 3' It' 8' 14' 0' l4' 0' l4' 0' 14' 0' Stud 1 4 Standard 4' 6' 6' 0' 6' 4' 7' Il' 8' 6' 10' 91 11' 6' 12' 6' 13' 4' 14' 0' 14' 0' U 7 i 0/ U O a S P F H F N1 / N2 5' 5' 9' 2' 9' 6' 10' 10' It' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 03 5' 2' 9' 1' 9' 6' to, 9' 11' 2' 12, 9' IT 4' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 2' 9' 1' 9' 5' to, 9' it' 2' 12, 9' 13' 4' 14' 0' 14' 0' 14' 0' l4' 0' Standard 5' 2' 7' 10' 8' 4' 10' 6' It, 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 014' ' P D F L N1 5' e' 9' 4' 9' 8' It' 0' It' 5' 13' 1' 13' .7' 14' 0' 14' 0' 14' 0' 14' 0' N2 5' 5' 9' 2' 9' 6' to, to, It' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' N3 5' 3' 8' 3' 8' l0' l0' 9' it' 2' 12' 10' 13' 5' 14' 0' 14' 0• 14' V Stud 5' 3' 8' 3' 8' l0' l0' 9' ll' 2' 12' l0' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 4' 7. 9' 9' 9' l0' 5' 12' 9' 13' 4' 14' 01 14' 0' 14' 0' 14. 0' d LJ x U OStandard N5' S P F HF Nl / N2 5' 11' 10' 1' 10' 6' 11' 11' l2' S' 12' It' 14' 0' OLVO' 14' 0' l4' 0' 14' 0' 03 5' 8' 10' 0' 10' 4' It' 10' l2' 3' 14' 0' 14' 0' 14' 0• l4' 0' 14' 0' Stud 5' 8' 10, 0' 10' 4' it' 10' 12' 3' 14' 0' l4' 0' 14' 0' 14' 0' 14' 0' 5' 8' 9' 1' 9' 8' ll' 10' l2' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' P D F L NlSN2N35' 10' 9' 7' 10' 2' It' 10' 12' 4' 14' 0' 14' 0' 14' 0' l4' 0' 14' 0' Stud 10' 9' 7' 10' 2' I1' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' l4' 0' 14' 0' Standard 5' 8' 8' 5' 9' 0' I1' 3' 1 12' 0• 1 14' 0' 1 l4' 0' 1 14' 0' 1 14' 0' 14' 0' 14' 0' Tess DloW al brute option, vertical length nay be doubled when diagonal brace Is used Connect d agonal Is Q a for 35H at each and. Max web total length is 141. fibout race I F, I I IT 2x4 Stud, 63 orI wI better diagonal T T Verti al length shown rJO. brace, sb*e or double cut e, In taws above. as shown) at L 1 upper and Connect diagoae at t of vertical web. Refer to chart a e fe n e' w e t s timmom wn no rou ew ALL M.T10 mf T14S WAVllei OOPMOf m f00001 TM IWAVW TO ALL a,IIAAC111Ri Da111111C TIE MTILLM Tresses rwPA'w ewtrewe can la hbbathg, hMdYig, a Ya, w 6n a 110, to die. tit btM 11CAI WdYV corvorerK iarA lwferwtl iy TPI f)ICA) 1 tfw, ar and ppnncc ~ to perfarrei sire. naa:ilom bundlers shall provlds twvar.rr s-.Op P.r ATE ti O,NrE lMeu row e rrdae, tap drrd Ora haw prap•y stadrd .trnched shoos aN Mfta shell have s properly stadrd 2: eeYo Loat4. Own for pe/wvrnt latml ash or shoo he Y y fnaaWd pr lKii sset6ro p, 37 ar UL u p srb AWY pates to aed w trw w poOtlon .. own ebeae w on the Jam a w., == ,,tad afhor.b.. + i r OAndstowIseil-Z formstand" piss e ` e• w o R M 1 WOOKWANY Group Inc. thb driabia, iwW fWamb build M eordarri rywf A11nolVIpIn ItrshrWY i Gi ` aa'a•ra•a' G• a Itmussits' y/Oan :a`'°dw+ o y uite anernaiomw Adel or cover IbMa tlae •a+ I araa..mI of ww"tO•I a `oA alldh The w use a d.ro N A V Suite ZOa 1v....va caaWierpert' I fec8aO+V >s p IIbUnfew11111140 Marybnd laphb, MO 6xM3 notes pesyeA IOVRI nore _ _ LPMwwwalpnaNama TPb www.4ths ; SWe WA wwaf td dus wo WD wwd=nftmn 2018 Bracing Group Species and Grades, Group Al S ace -Pine -Fir New-flr al / a2 Standard 1 62 1Stud 03 Stud 1 1 93 13tandord Doualtis Fb--Larch Southern on 63 43 Stud Stud Standard Standard Group Bl Nun - Fir at 6 Btu al 0- 40 Ft{arch Southern Pbe ss al at a2 62 lx4 Braces shad be 30 (Strass-Rated Board. Wor Ix4 Sa Pie use only Industrial 55 or Industrial 45 velus wd Stress- lated Boords. Group B ebe used with these grades, Llalote 1 ru55 iletall Notes, Wind Load deflection criterion Is L/240. Provtdr uplift conectlons for 60 plf over eanffiluous bowlg ( 5 psfTC Dead Loadx Gable and supports load from 4' 0' outlookers with 2. 0' averlanp, or 12' plywood overhang Attach 'L' braces with IN (a12N'x3A' lttt) Halls. Ni For Ill ' L' brace, space molls at 2' oc. in le' end zones and 4' oc. between zones. INWo' (2) 'L' braces, space raft at 3' oc. in le' and zees wfd 6' oc. between zones. L' bracbp wort be a wblitun of 80X of web uwflder length 11 Gable Vertical Plate Sizes 11 Vertical Lenoth I No ice Less than 4' 0' lx4 an 2x3 Creator flan 4' 0'1 but I.. than 11' 6' 2X4 Greater than ll' 6' 3x4 War to cannon taus dustgn for peak splice, and hest plates. War to the BlAOV Designer far conmtlons not addressed by this dutal. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10- GAE11530 DATE 10/01/ 14 DRWG A11530ENC101014 ASCE 7-10: 120 Mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30f t. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, Kzt 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf. Lateral chord bracing requirements Topl Continuous roof sheathing Botl Continuous ceiling diaphragm See Engineer's sealed design referencing this detail for lumber, plates, and other Information not shown on this detail. Nallsl 10d box or gun (0.128'x3',min) nails. 2X4 Blocking nalled to 450 sheathing andleachtruss 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end for 560#. H Less than 4'6' - no stud bracing required H Greater than 4'6' to 7'6' In length provide a 2x6 stiffback at mid -height and brace stlffback to roof diaphragm every 6'0' (see detail below or refer to DRWG A12030ENC101014). H Greater than 7'6' to 12'0' max, provide a 2x6 stiffback at mid -height and brace to roof diaphragm ever 4'0' (see detail below or refer to DRWG A12030ENC101014). K Optional 2x L-reinforcement attached to stlffbock with 10d box or gun 0.128' x 3', min.) nalls @ 6' o.c. L 2x6 #2 Stiff bock Q"fi •# YLU G •• ' attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nalls. V*MD a' am no FMLav "LL WIo a no WAVOO uOrMINM•• flA®1 nm DGV9G TO ALL mnatma Od®M TIE naTILUM Trwm nma on In /elw-ftC hivWar••!MrY vtlaYleyudTR REF GE WHALER f• uo. w e6d+ Mbbnn •gV, vhWnW+t vd S fNfs DATE 10/01/14 DRWG GABRST101014 d n O el• u b.. • vrevol+ r •ee.d.a .d c•o.me dwr r•r wr wlwrt raw r•r•MI s:'..s ~ u~eo . ew..•r a w .'rr's ''•osei °off TO •Q AN rtwaotiuw+r row... a m pC• lo•1rra Ls •TWt net a ...norm. fv de.leLal w, d1•ewp, .•,..... aid yr w• w orwce .la raven ,, •r f•r ., w.•eu.ml a + v a e,s.... R • X. TOT. LD. 60 PSF 13723 R"reon Orive A •1 an Yae i'A 0 or aw•r IbVly Y•e sy wrvv. mndiv d pela•stild pro . M i I A, / 1 yl% I AL so , a zoo cr..''"°"i. e..vv au y ue+o oR r mrm s cs, f Maryland Heqhb, M067W3 for w wf~bn ••e 00 doe 6 parw•I rev. .r• N••e wb Oto sw , ...,'sa,T,•,,y p fi(i N! tb rig, Wytutt MAX. SPACING Go Tr Gable Detail Fnr Let -In Vprticnls to Dproprlate 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 yapped plates to span the web. 1, 2X4 2X4 *2X8 rrovnae connecznons nor upinrs spearnea on sne engnneerea sruss aesngn. Attach each 'T' reinforcing member with End Driven Mallsh IN Common (0.148'x 3.' mW Nags at 4' o c. plus 4) nails In the top and bottom chords. Toenailed Nollsh IOd Common Ql48'x3',min) Toenails at 4' o c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030031014 ASCE 7-10 L ASCE 7-16 Gable Detail Drawings A11515EMC100116, A12015ENC100116, A14015ENC100116, A16015ENC100118, A18015ENC100118, A20015ENC100116, A20015ENMI10118, A2g1jjj5NR1ftj A11530ENC100118, A1203CENC100118, A14030ENC100118, 1 A18030ENC100118, A20030ENC100118, A2003CEMD100 SI1515ENC100118, 512015ENC100118, 514015ENC1 w•, 518015ENC100118, 520015ENC100118, 52001 , C S11530EMC100118, S12030ENC100118, S14 V S16030ENC100116, S20030ENC1001181 S OOI1 S D100 8 See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Too-nnail - Or - N, End-na0. To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Mexhum 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 T' Relnf. Mbr. Size T' Increase 2x4 30 y, 12x6 20 ZExampleh ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height - 30 ft, Kzt - 1.00 Gable Vertical - 24'o c. SP 43 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30Z - 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' A14II1NCq AiMNY 177a7Rhwrpon Owe Sub MarylandHephh, M06704] n vuema MAII Aim rMLIN ALL W= a TKM lsavoko 11 PR MOPO Nffm FU = n= WAVVG TO ALL CMnRWTM Oailll M TIC MTALLM Trusses Mq• ahrla me care h fabrbafto honiha, I= end RAR tomfaeoetheletwwtedtlona klCtl Wimp Corhporrnt iaety lnfanoh TPI eM t/CA, .x w c ees PrI •• pehiarvdrhp WN ilehCtlarha. Imatailarw sMa pravlota tepsary tr.dr p ParUiessnosedoWPtopchardahaahavepropArettsdWwbrctvddwtliipandboftan ahaa have o prwf.rly attache rbtl pap locaatoro elhoem for pernur,lt lateral rwethrbnt or slhsuhaveGar'1i1 pctbns 8% R7ar 110. a. appUwge llpply plates to/ oftroandpoAaon w shown above ad an W .b.,t Orof.s, vieu nhrgd aW be. R.f r to dt"oalhps VAA-Z far standard plate padtlarns. MOM. a wwfa m kw CaOwrnb Cray Inc shall rot M resrnar f far dnrvYtkon lots "'monp, wry W of to wad W tros h cahParohce aMh M4VTP1 L ar Iv ahwhRep slppbhpUhstaaoMon M louses. A wok an Of **ON or cover Ibl•hp tlb dtww•np, Indicates mplav o1 prv/eaadd a b I +•*R for mw'• M•nvhaU T ••• .# WtW s'WA "w Jb pe qa •^d We• `a• aA1POEweWtoAohaTPbsw.tphstxy S6M wewvhaswyxy W wel0casfeo'p a ATE • O F Q • 4 OR` •- O ••A&N 1••Goal .••• C• y11 I 2I / . v ' IQ!/'' r-I f Q 278 04 7 18 Il MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE ol/02/2018 DRWG GBLLETIN0118 DUR. FAC. ANY MAX, SPACING 24,0' r L Lj N J LiJ Q Cn Q + c o W n 1) C Ld Z Q N 0 U U Q Q' i` 0 r : 3 V Z T Q Ld L.I..I s` z Z LLJ 0 C) Z > N Q V— 0 o Q J L LI N a- N c V) (7 LLJ c V) N ch F— a-+ Ld O V n L Q a J Q REC0;.TI) C0PY 2.8 EOCXI BY Z ERS U"PARIO c Lo Lo (o To (o (o Go In wwwwww to 11'10" 1 6. 8-1 5. 4- 1 18' 1 st FLOOR TRUSS LAYOUT 30' I 12* I 18, 2nd FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p. h. WIND 12 EXPOSURE B 6 4-3/ 16" HEEL I BRIG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON LUS24 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE BEARING HEIGHTS I HANGER TAKEOFF 0 - 9'-4" HEIGHT 23) THA422 3) LUS24 19'-8" HEIGHT 1) HUS26 0'-0" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING OESGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EOUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'OESGN RESPONSIBILITIES-. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. 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 AOVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINCING DURING ERECTION, AND PERMANENT BRACING WHICH MAY BE REOUIREO IN SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING k BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' SCSI 2006) FOR FURTHER INFORMATION TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP ANO/OR BOTTOM CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR 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 A CCU-SPAN TRUSS CO. 407-321-1440/386-872- 5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE DAVID WEEKLEY HOMES JOB NAME 7510 B - MB TRAY (GR LOT/BLK/SIBOIV LOT 4 REAGAN POINTE SCALE DATE 04/27/18 JORAWN BY CH/OG JOB NUMBER 20524 RECORD COPY 1 n City of Sanford Building and Fire Prevention Product Approval Specification Fo Permit # # 1 a- 2 3 18 Project Location Address 2Rs 8 pLD/AjQ SANFORD n :t As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-114 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide. Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic Other 2. Windows June 2014 Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL# 19715 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL# 14994 Casement Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions 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 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing June 2014 Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-26 Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117 Insulation Forms Plastics Deck / Roof June 2014 Wall Prefab Sheds Other 8. New Exterior Enveloae Products Applicant's Signature Applicant's Name _Tracy Wiggers_ Please Print) June 2014 CITY OF SANFORD JUL 2 6 2018 BUILDING & FIRE PREVENTION J, PERMIT APPLICATION Application No: 6?31`, Documented Construction Value: S Job Address: o. S t/ /" Historic District: Yes No Parcel ID: Residentiaig Commercial Type of Work: New Addition - /Alteration Repair Demo Change of'Use //Move Description of Work: P /' i /dfi• /-` /%P L v Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name lle' rG IC.Jf / 1 1 1r, C Phone: X Street: -2/ - Fax: City, State Zip: eff State License No.: Architect/Engineer 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Sign urcofCon for/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Cogynctor/Agent's Name W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 Contractor/Agent is Personally Known to Me or Produced ID 1 vue of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennil Application Permit #: Blower Door Test Form Job Information Builder: uc^v;b Wee 14 le vM e S Community: R e u c C. n U'. } Lot a: Address:y p P Q r C, r Unit #: City, State, Zip: 1 011 f o Air Infiltration Test Results r CFM(50)= Ii(n -. ( Volume= gl9 CA u ACH(50) = CFM(50) X 60 / Volume = "I •9 l Pass OFail Passing results must be 7 ACH(SO) or less Certification of Test Results 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, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7),F.S. or individuals licensed as set forth in Section 489.305(3)(f), (g), (h), (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. Authorized Third Party I hereby certify the above results and that I hold the below certification: JClass A or B A/C contractor or Mechanical contractor License No. C A C 0 331.4H 8 RESNET approved HERS Rater or Residential Field Inspector Certification No. BPI approved Building Analyst or Energy Auditor Certification No. Professional Engineer / License No. Mechanical ventilation has been added: Yes No `r Signature: C' It - Printed Name: C A I e b A G M$ Date: ' o Revised 12/19/2017 i i FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002318 Date 7/26/18 Property Address . . . . . . 2958 GIPPER CIR Parcel Number . . . . . . . . 22.20.30.520-0000-0040 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1066596 Permit pin number 1066596 Required Inspections Phone insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002318 Date 7/26/18 Application pin number . . . 133654 Property Address . . . . . . 2958 GIPPER CIR Parcel Number . . . . . . . . 22.20.30.520-0000-0040 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 295335 Application desc need noc Owner Contractor DAVID WEEKLY HOMES DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2717.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1066596 Permit pin number 1066596 Sub Contractor J & J ELECTRIC Permit Fee . . . . 60.00 Issue Date . . . . 7/26/18 Valuation . . . . 5400 Expiration Date . . 1/22/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Utility services are form Seminole County Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1113.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. X t CITY OF SkNFORD PERMIT APPLICATION BUILDING DIVISION Application No: VV J 1 CJ Documented Construction Value: $ (Olt 00.00 Job Address: r5b 91 J712e-r lit relo Historic District: Yes[] No Parcel ID: IF I Residential [Commercial Type of Work: New E Addition Alteration Rcpair Demo Change of Use Move pp Description of Work: a 1 L Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name UNLAA j I Street: \ N ga City, State Zip: *W45 -rwflf U Phone: Resident of property?: Contractor Information Name 4VIAhWi Street: 1 City, State Zip: _ot Cl1 KG L-sgi t (n lne Name: Street: City, St, Zip: Bonding Company: Address: Phone: 3;11 ab Q-3 4 Fax: State License No.: C-1 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE'1'O RECORD A NO'I'ICF, OF COMIFNCL'MEi\T MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COAIiiNIENC1.INIFN'I' AIUS'1' BE RECORDED AND POSTED ON THE JOB SITE BEFORE 1.1.11: FIRST INSPicrION. IF YOU INTEND -1.0 OBTAIN FINANCING, CONSUI:I' WITH YOUR LENDER OR AN ATI'ORNL•Y BEFORE RECORDING YOUR wriu. OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. 1 ccrlify that no work or installation has commenced priur to the issuance of permit and that all work will be performed uo meet slandards 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, boilero, heaters• tanks, and air conditioners. c1c. N TICI's: 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 ol'this county, and there may be additional pennits 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 fcc at the time of permit submittal. A copy of the executed contract is required in order to cnlculate 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 calculalcd charges figured off the executed contract exceed the actual construction value, credit will be applied to your pcnnii fees when thu permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is ac urate and that all work will be done in compliance with all applicable laws regulating construction an zoning. signature orotrnctrngent D:dc Prim OwncrIAScnt's Name Signature of Notary -state of Floritta Date Owncr/Agent is Personally Known to Me or Produced ID Type of ID Signaturc r) 4 N% Mile Print Cuntrnoor/Agent'{ nau C c---- '511,w 14018 Signature of Notary -State of Florida Date 3, CL O 7 M P pawm z n 7p"•. v 5 v 3: snn s s C W g Contractor/Agcut is Pcrsonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Quilting Electrical Mechanical Plumbing[ Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Kevkcd: Junc 30, 2015 Permit Application FINAL SURVEY LEGAL DESCRIPTION: LOT 4, 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 WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Fnd. 1/2• Reber Cap •LB 7623' 0.42' East Easement I 4ea NE a m o o d o CD c j E 0 m q Fu O Z X a0 0.22' East Easement Fnd.1n Reear CaD •LB 7623' Site Benchmark Information- 1 End. Nail & Disk "LB 2108". Elevation: 47.02' 2 End. Nail & Disk "LB 2108". Elevation: 45.50' 1 L1 S 00e10'56" E 40.00'(P&M) L2 S 00a10'56" E 07.77'(P&C) Lot 5 I I I N 89°49'04" E 80.00'(P&M) BB„ Transf rmer Will E O P Y) LLM O WM 9d, it uri Cable- 20.0' Pole 44.7' W ma6...................... Two -Story Residence # 2958 • • • • • • I ` 1 5.3' FFE=48.50' x Conc Welk - I 3 m p 8 step N It; CL F- E ny Roofed oprCLV Q Lot 4 Entry "' I CD dU =4.01 r 16.0'I U I q N g N p ti o o I H Uri ui 19SS `? S 89°49'04" W 80.00'(P&M) N LatemeJ i Lot 3 2 PC On Lot 3 Not Located 1 Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350' Elevations are based upon NAVD 88 Datum) Revision: Added Final Survey - 12/04/18 - BMJ Revision: Added Foundation Survey - 07/24/18 Field Date: 12/3/2018 Date Completed: 12/04/18 NOTES- Survey is Based upon the Legal Description Supplied by Client. Drawn By: B.J. File Number:IS-46502 FI Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Legend- Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a •BB•. C Calculated PC • Point of Cufvahue Building Ties are NOT to be used to reconstruct Property Lines. Centedne pg. •Pa,e Fence Owrterstiip is NOT determined. BCM Concrete Block Concrete Monument PI - Po nt of Inttxsectbn P.O.B.• Point of Beginning Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS Cone. 0 Concrete Description P.O.L. • Point on Line PP • Power Pole otherwise noted. Septic Tanks and/or Drainfleld locations are approximate and MUST be verified by DE Drainage Easement PRM • Permanent Reference appropriate Utility Location Companies. Esmt. Easement Monument Use of This Survey for Purposesother than Intended. Without Written Verification, Will be F.E.M.A.- Federal Emergency PT • Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Herron shall be Management Agency R •Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. FFE Finished Floor Elevation Rod. - Redsl Fnd. Found R&C - Rebar & Cap POINTS OF INTEREST- IP Iron Pipe Roe. - Recovered DRIVEWAY OVER EAST EASEMENT. L Length (Arc) Rfd. - Roofed M Measured Set - Set 'A" Reber & Robot "L8 DocuSigned by: N&DN.R. OR8 Nail & Disk Non-RadialRelOf(icial Records Book Cap 7623' LIE • TYPtI UE • Utility EasementP 1 11PB10ED63FCAE64EB.. Plat WM -Water Meter P.B. Plat Book A - Delta (Central Angle) Wood Fence 0— • Chain Link Fence I 7* Graphic tt r I hereby Certify that the Boundary Survey of the above Descrbed Property s True and Correct to the Best of my Knowledge and Beret as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyk in the State of Floridan accordance with Chapter 5J-17,052 Florida Administrative Codes, Pursuant rg,japtiDn 472X27 Florida Statutes. Ireland & Associates Surveong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678.3366 Fax-407.320.8165