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2910 Gipper Cir 18-2317; NEW SFHCOUNTY OF.SEMINOLE IMPACT FEE,STATEMENT STATEMENT NUMBER: 18100004 DATE: June 04, 2`018 BUILDING APPLICATION #: 18-10000498 BUILDING PERMIT NUMBER: 18-10000498 UNIT ADDRESS: GIPPER CIRCLE 2910 22-20-30-520-0000-0120 qTRAFFICZONE:022 JURISDICTION: ale) 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 TYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2910 GIPPER CIRCLE / REAGAN POINTE / SFR. FEE BENEFIT RATE UNIT CALL 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 ROADS -` COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE' N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9;000.00', 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9.75,9 00 PERSONS ARE ADVISED THAT.THIS.IS A' STATEMENT'OF,FEES_DUE UNDER THE SEMINOLE'' CO,UNTY 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 THAN CERTIFICATE OF OCCUPANCY 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 ` THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT I'S NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE O Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18407 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0120 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 12, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2910 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company I I I I N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kingman thorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY HER CERTIFY, that Kingman Keating, is/are the same person(s) either executing or acknowledging execu[i of the r going instrument because: personally know himlherlthem OR I have satisfactory evidence of same based _ o ' a driver's license or _ ther identification: WITNESS my nd o c' seat in the State and Countyaforesaid this 26th day of June, 2018. Ro- taryVublic 1Wture o,pvR SANDMGREER MALT: NOTARY NAME& SEAL "'WATELY BEWW) a rOrnessionA GG 123703 Expires September 8, 2021 0 1I0OF iOp` TNu81dQBltt INSRIYCfS GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018074409 BK 9162 Pg 1626; (1pg) E-RECORDED 06/28/2018 09:09:17 AM 10.00 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18407 RECOMM INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0460 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 46, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4618 Socrates Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post ak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): ame Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte prings, Florida 32714 (b) Phone Number: (407) 865-9992 Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as rovided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 3. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ection 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kingman lCeatint.as uthorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FU ER CERTIFY, that John ingman Keating, is/are the same person(s) either executing or acknowledging exec% ton of the f going instrument because: I personally know him/her/them OR I have satisfactory evidence of sat: based _ FI driver's license or identification: WITNESS my hid offs seal in the State and County aforesaid this 26th day of June, 2018. uxYAus SANDRAGREER Commission#GG123703 w Expires Septemberg, 2021 A'Ep,,0 8"4W n4v 84EgdWAM SwAE GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018074410 BK 9162 Pg 1627; (1pg) E-RECORDED 06/28/2018 09:09:17 AM 10.00 CITY OF SANFORD 1i,-- BU.I.L-DIN'G & FIRE PREVENTION PERMIT APPLICATION Application No: 30 Documented Construction Value: S 2Ry3a Job Address: 2-1 ( 0 (2:t 1 1PPC--V- C,1 e-L-L-e S9,0VOR9istoric District: Yes No [9 Parcel lD: S® (C-[ Residential 7 Commercial Tape of Work: New Addition Alteration Repair Demo Chancre of Use dove Description of «'ork: . ! I'47±k v ` F't- 4C I V-,ESCT-j-.C_E Plan Review Contact Person: -TP.FCU Title:. 5 Phone: (..(•C1.Fax: 0 / Property Owner Information Name - '_! ; C *= , LL4 Phone: z_3t S Street: i ti 1 A I-4 . c5T Resident of property? : City, State Zip:(__ 71C` Contractor Information Name `\L ( 1 f Phone: o 7 - `al Street: Z2S 7)l C Nt`t`C if 1ti r( Fax: City, State Zip: Ft- 311Q State License No.: CLIC,tfl R aR I Architect/Engineer Information Name: !u[— Phone: Q6-1-(Q1FV 141-1 Street: I,"1WC7:j7 J cEi. t a Fax: U101 City, St, Zip: (..A.[.€l- aj k-.? E-mail: ;&M1i\4EHCLITY C t,4 kdl4--z- `UGH Bonding Company: Address: Nlortbaae Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A. -NOTICE OF COMNIENCENIENT MAY RESULT LV 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 CO3MMENCEMENT. Application is hereby made to obtain a permit to do d,e work and installation. 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, plunibing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shalt he inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: tune 30. 2015 Permit Application NOTICr: In add:'ion to t:lc regn recia_ls of ih:s p"—Mit, ther! may be additienvLl c:a:::ctions applicable to tads prolw'y that may be f6tutd in i.1e puKc rcots of LS COL'n.y, and theirs may be a:klitiona: oernuts ngidrud from other go,;,rr-mental et::itics such. as wa:er rat-a;en ee: diSt:ic'S, state agencies, or federal a olticl' S. Acceptaace o: perm:'- is verification that I gill cctifti tL•e o :a: n ot'the property of the reau rernen-a of Florida Lien Law, FS T::e City of San Cord regaires pay= wat of a plan ravie,v fee at the ti=.e of poamit ii±:nittal. A copy of the executed cor-tract is cegt:ir d in order to calculate a plan, review charge and will be considered fl_e estizrnatrd cz;rsaact:oa vatae o° the job at the :int-. oesubmittal. The actua: constrxticn value witi be Cigured besed on the current ICC Valuation Tabt. in eff,ct at thw time the per^2it is issuod, in accorde.ic.t with fecal ordinance. Should calculated charges t_gtrcd ofr-Cte eseytt { centnct exceed the actual corstn:ction value, credit will be applied to your pormi: fees when the pernnit is issued. OWNER'S AFFIDAVIT: I certify that all of the foragcing infor—mation is accurate and that all svorlc iVLU be done in compliance Nvith all applicable taws regulating construction and zonin,. I Si, ; wru of 0 .Age t Dee Si ,nacr o: C a_e u Agc1 Dal—-'--` y+ print own= ;.nt tame Pr¢ii C . k agenes o cs RACHEL SLACKWELL man - .. ir;'" '% s RAC LACKWELL2"' Notar Public -Slate of FloridaY My Comm. Expires Jan 12, 2018 i= A c Notary Public - State of Florida z r1`; ` + ' h1y Comm. Expires Jan 12, 2018 F ?' Commission Fr 062350 Commission # FF 062',50 rr ay v. ale or Q4 - e:sonalt; y eow to NeIe or Produces M' Type of 1D PreduceL li? ype o BELOW IS FOR OFFICEUSE O-NLY Permits Requited: Building g ElectricalL.Mechanical [ P tta:bingR Gas Roof[] Construction Type: Occupancy Use: (L3 Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: I —1 of Stories: Z Neiv Construction: Electric -'AE of Amps 160 Plutnbutg - 9 of Fixtures 19 Fire Sprinlder Permit: Yes No ® 9 ofHe_ads Fire AIarm Permit: Yes i\To APPROVALS: ZO', ZD'G: dS-23-IliTILIT ES: WASTE WATER: ENGI\IEERRG: FI LE: BUILDCNG:!__& 2,66, t'G COtii1 ENTS: - Ok to construct single family home with setbacks and impervious area shown on plan. RL Vc Scc: I,= 30, 20l i F-Cmit App:ica:icn 1 a ? CITY OF SANFORD BUIL-DIN-G & FIRE PREVENTION PERMIT APPLICATION Application No: 1 Documented Construction Value: S 3 Job Address: 2_ _9 G:t 1 PPL--V-- Q C-LI-Pt SPNA storic District: Yes No 9 Parcel ID: - 3 S 0 (( Residential [W Commercial h Type of `York: New addition Alteration Repair Demo Change of Use N[ove Description of Work: !, AELy Plan Review Contact Person:'TRp'Cu Title:. = Phone: (_.(C)-) • 8hS• 5B24)9 Fax: Email MO k _ Property Owner Information Name P_F_'P_(_:AN , L C., t=><. L _ Phone: Street: 1 1 i--(. ?GST Resident of property" City, State Zip: 4 I 'SZo /_ —n( Contractor Information Name `JLf::) 1•t FFI Phone: 407- Street: Z,2S ll1-E XCL) Fax: City, State Zip: nUie o-*_= zN R, State License No.: C LICI5'lq act 1 Architect/Engineer Information Name: _1 y-fj—p Co1q&1 LT f L Phone: C. M-URV I Q 1-1 Street: IL!z fcuo cEi1sk. tattatLFax: Ud-1 City, St, Zip: LA.c a YQq L2 E-mail: "U} Bonding Company: Nlortgabe Lender: Address: Address: WAR.\ ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT :.NIAY RESULT IN YOUR PAYING TWICE FOR I.NIPROVE_NIENTS TO YOUR PROPERTY. A NOTICE OF CO Iy1ENCENIENT [UST BE RECORDED : AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU ENTEN'D TO OBTAIN FINA_\ CING, CONSULT WITH YOUR LEN-DER OR kN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COt I.N1ENCEd1ENT. application is hereby made to obtain a permit to do the work and installations as indicated. [ certify that nowork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws revulari n; construction in this jurisdiction. I understand that a separate permit ntttst be secured for electrical work, plunibin", 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: 51" Edition (2014) Florida Building Code Revised: June 31). 2015 Permit Application NOTICE: Ir. 3dd::ioa to toe requ'.rerne_ts of th:s permit, tier: may ba aeditiona! :s-rictiow appiiea le to tads proper y that may be fotrnd 41 %Ze pub'ac recor::s of this co=v, and there may be additions:?en t ib regtdred 11om other govarrmeutal entities aucc as :va:e: mara;rren: dist;ics, state agencies, or federal agencies. Acceptance o' partrct is vcri:icatior. that I will ncdit/ tL•e ovir: r of the proper efthe reau rcmen:s of Florida Lien Law, FS 7131. T': a Ciro of Sanford req.ires paycrenl of a pL1n revia,v f a at tha awe of perr^it sra;nt ttl. rl copy of die eYecutad corsact is ragcir d in orcer to calculate a plat: reviaw chacge and will be consicer.d ttc astitnated cccst-acton value of the job at the rims or submittal. The acrua: constnxtion value will be figured b'sed on the current [CC Valuarica Table in a ct at dw' rna the per.:tit is issuod, in accoA?--tc.: with !seal ordinance. Should calculated charges gtr--d off 6a exwtrted ceatract exceed the actual corstrLctio n value, credi: will be applied to your permit fees when the per. -nit is issued. i OWNER'S AFFIDAVIT: I certify that all of the foregoing infornmation is accurate and. that all work -vVER be done In compliance with all applicable laws regulating construction and zoning. SigufitmofO.: Ag ! C c ' S accr.o C/ N Ag`7 Date • l RACHEL BLAC"WELL t ",•.'r=, 2 = RAC LACi('NELL Notary Public -Slate of Florida t Notary Public - State of Florida ' My Comm. Expires Jan 12, 2018 sa . * Tz Nly Comm. Expires Jan12, 2018' Commission # FF 062350 Commission # FF 062g,50 tEt fan } I ov t ale or a- e:sonal(v l no.v` to:feor Type of 1D Prcdaced ID yce o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical :Nfechanical Piun:bin, Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Nlin. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumhiltg - 9 of Fixtures Fire Sprinlder Permit: Yes Ko 9 of Heads Fire Alarm Permit: Yes m) I I APPROVALS: ZONL LNG: UTILITES: zy CiASTE WATER: COID(L.'NTS: Ltac:Sc----: fuze 30, tali ENGINMERNG: FaE: BUTLDiNG: P:Mi::\PN IC]ilL`Il I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -!Nay Use & OR7Landscaping in Right -of -Way vwe. aanrcrit!.anv DepatTmsnt o? Planning &Development Services 3C0 tyorlh ?ark Aver.L'e. Sanford, =1crda 32771 Phone: AC7.W.5140 Fax: 407..888.5141 his Gern-C 3u'u crw>s .vcrk to be done on the 3utlect cropery er in the City of Sanford's right-of-way Ir acccrCanc3 witl `he Cihfs raguiaLar.s and the attached oon3true:len plans approved as pan or this parn.t. -he par it:'s requlrac fordriveway or sidev/ aik con3tructlen cv3r 10C square feet of c.-ncrele or other maledai an the 3ubjeai psrcal and / or .3 :y co=n.structfcn of a driveyray, waf."Way or lancscaoe improvemerts withia the city right-of-vday, it does net approvs any vmrk :vithin any other jLHAD-. 9on's rght-or-way. M raqueat3d information telow 33 We!i 39 3 current surray, slta far. or. plat ;!early €denrn, rg `.he xrw„x lilbelaw, 312e and 1oc3dan cf the existln5 right--c`-way and use shall bi pro'Aded cr application could be delayed. Calleeror•;wr<ty 1. Prclect tocat:crl.Aidrass: O C-g 1 Ptpolz C k V_ CC; 2. Proposed X;dVfty: I .-Nevay b%i1lk.v3y Cih°r a SchedLla cilAJorc Star. Date Ccmpleticn O'aN=nergency R3pairo 4. EnefDescepUcn of'Wort: — MaWananca Resoonsibilitias/Indemnification Toe Raqu ester. and his a ccasscra and asaign3, wall ba iaaxnsibie for pa,-eetual matnterares of ne imgroiemera' installed arcar'his s:grseman . Tnia shall ' ncude rra ttenanco of fie tmyrcverrant and unpavad portion •:f ; git of- v ty adjacent ilere;o. Raquastcr may, wish 'wiltan City autinxzatron, remove said rsai!atioruirerriamrst ally ra3toring tine right-of-way to its previous condlliort. In the aver: tl•al any rutur3 rxnstrLctiuri or ruac:vay;, ulilitles, ;; crxiwatar faa8las, cr ary 3anar l maintananes aaNi0as by 'h3 City beco:rss in tho abova permitted activity, the oermi tsa shall remove, , elcctste andlcr repair a3 nece=sar / x no cost to Gte City of Sanford nsafar as such laci Mes irs in'ho cr.b.ic =ghi of .ray. (t .ha Par;uestor does not centnuctzly ma'nmfr the impra.erren( and wren 'n accerdance ,vi:h pravlCusiy stated c:itana, or ramplete(y n fora the .1ght-of--way .o its orevicus rordition, he City shall, aier app apdale mflce, restore t e arsa to ill.; )ravious ::Cnditior at the Recua=ea ezpanso - rd, `f "ecessary, Me a Iran cn the R 3questor's ;roperty to recover costs of restoratlor. To : he fuilast 3Ment;,ermitted by fava, Raquestor agrees to da;`and, incamnlf/, arc hoid :iermlass 417e City, !ts ,.,nc l!carscna age:t s, ao^rerts. or ernCply- sus ( appr-ir.;- eleced, orhirec) from and a.,Jn3t any and 311,iabiliti3s, dalms, penaitles, damards, suits, µdgmerts, tossas, a=snses, ma dagestdlrect, indir. 3c^ or consequentielj, ar it 'r/ cf any miura ,,vhatsoevar'person cr prc ;erty, and the ,fists and axpanass '.n6dem harato 'ncudirG ousts of deranse, saWamant, and ,easoraC13 atternay'3 lee3 cp to arc 4"olLding an appeal), resulting in any (which !rm or ana ng directly X:ndirecdy art of or conrociod • Mth ;hs sae ofthe City's right -of -say. I have read and undan th abovestatarinliant and by signing this application I agree to its terms. C Signature: ` Data: J r 1 This permit shall be posted on the site during construction. Please call 407.630.5080 24 hours in advance to schedule a pro-pourirrapac`--ion. Pre- paur Irspec cn by: Official Use Only Application, No.. Fee: Rovlowed. Public' r?/ct'ks Uli Was Approved: Engineedrg 1412uw ar t(rt,1n Site Insoec-ed tw 3perlal Perml: Gendieons. Cate: Cate: Cate. Jatc: Data: 5 _ 2249 Cate: Nyi ber21:16 .30'.v 13 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: 2910 Gipper Circle Zip Code: 32714 Email: twiggers@dwhomes.com Property Owner: CND -Reagan, LLC (Texas LLC) Parcel Identification Number: 22-20-30-520-0000-0120 Phone: 713-316-3365 Fax: Email: The reason for the flood plain determination is: X 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) N OEMCIA 45 ONLY P 6'itx ( r. L EI rfy c r' i ' ail . 1 :7'.? 'a s 6 E a ,,. lldiogs V H dlh'i lul.atiu.iwi.... -, ri. i. Niia Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0160 F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the F-1 Floodplain A portion of the Parcel is in the Floodplain X The Parcel is not in the XI Floodplain The Structure is in the F-1 Floodplain The Structure is not in the F-1 Floodplain 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# 18-2317 Reviewed by: lfflc lCaeX, Cf/L%- Michael Cash, CFM Date: May 22, 2018 T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc LIMITED POWER OF ATTORINEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 'sr , t 5—, i S l hereby name and appoint: &-y i Ci r e" Kos an agent of. 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): The specific permit and ap lication for work located at: 21310 rh t Vre(? - F(tz - 5 v::YlfLV-0 'FL 37-7-70 Sir - rot : dtims) Expiration Date for This Limited Power of Attorney: L' %- C) License Holder Name: d t}t State License Number: US' (_ Signature of License Holder: STATE OF FLORIDA COUNTY OF_ 1 The foregoing instrument was a'kno vledgctd before me this day of 200 by ( .` 1 who is ersonally known to me or o who has produced as identification and who did (did not)'take lure ` Notary Sea[) j 6 t1E11 Gk Print or type name RACHEL BLACKWELL Notary Public - State of Florida My Comm. Expires Jan 12. 2018.7 f r\o ow:•' Commission u FF 062350 4 ,, „• Ray. OS. I'_ ) Notary Public - State of Commission No. My Commission Expires: REQUESTLJLSr,:., FOR TUG & A tm-nonte Springs, Casseli;e;-t7, Lc•Ii "'o-,pCj, VYli'rio,'SaIll'ord, Senxinctle Ct uni-'i, li inf"!`Springs 0rOjTC i`iitiJte: t Oar, Suilcling Permit iF: Flectr ic;t! Per.ni l T I., cCnsid'.racion to(-aUihor¢!!1 ttr approriiate utility c:orrp:a:;y ; ener'_ize ae facility, w: uj-.e v;itl:end un: _-rst_nd the Following: 1. This Tit g;Pre-pourer at plica-don is vaiid only for one -and cwo-family dweliutgs. 2. The facility wall not be occupied until a carti.ticate of occupancy has been issued. 3. If the jcrisdiction hereafter fuids that the facility ims been ocoupied before a certificate of occupancy has been issued, the jurisdiction Nils have the unilateral r ght to direct IIia utility to terminate electrical service withOUt notice, FurtherJnore, % e understand and agree tila: S"OUld the jurisdiction exercise such rich•`., tF,e jurisdiction will not be responsibie for any damages or costs which may result front the exet•cise of such right. Also, in the event any third party claims darnages from the exercise Of3UCh right, we agree to jointly and individual(), iild,,nnify and hold hnruiless the jurisdiction from_ all such damages and costs, including attorneys fees. R. Prior to pre -power, the building or strurturc saali be weather tight and SCCLI e. The electrical widna in the area designated for pre -power shall be complete and in saf orcer, Alleectrical services associated with file area will be (Ot)% complete unless specifically approves by the electrical inspector. Interior etectr(c .i rooms shall be lockable, if electrical panes are u1 3n area t!iat Cannot be !oohed by doors, the panols shall be eq.iipped with a locking mechanism (approved by the AFIR The licensed electrical contractor or his licensed representative shall hold the keys( for such_ access to electrical panels to prevent energizing circuits other than those that are safe. 6. Ms TUG/Pre-power approval is valid for a maximum of 130 days from date of approval. 7. If provided, the fare s7r6tlder system must be operational with water on ;he system prior to pre power. 3. TUG approval is for service and outside GFCT outlets only. 9. Check with the local j irrisdictiou for fees associated with tugs. P:•;,rt f amc of Owner;Tcnaut ignat . n C}•,vnetiTenant IUR(SDiCT1(C)i,i E'tvfP1,0YEP NA\•,E: 1 v[21S D (ACT ( i•:`: Prinr_: ofGe . CantracTar Signan e of Gen. ,ontractor Gen. Contractor License r.- CLLED I\lTO: _ Proare,s Energy PrcintName of,151. Ccnhactor ai7cature ofEL Contractor L.Corrractor License cn _.-_! __/_ __. AcoR® P CERTIFICATE OF LIABILITY INSURANCE DATE(SIM:DOrrYYY) 1 /230017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER R.K. Gore & Associates Insurance Brokers, L.P. 15901 Red Hill Ave Suite 100 Tustin CA 92780 CONTACTNAME: tila Ali Melchor PNDNE 714 505-7000 (' 714-573 1770 E M1+all mmelchor rk ore.com@9 INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:UNDERWRITERS ATLLOYDSLONDON 15792 INSURED WEEKL-1 INSURERS: NIARKEL INS CO 38970 Weekley Homes, LLC 1111 North Post Oak Rd INSURER C : Houston, TX 77055 INSURER D : INSURER E : INSURER F : COVFRAGFS CFRTIFICATF NI IMRFR• 6080768 1RFVISION NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NANIED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER COCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ INSRLTR rypE OF INSURANCE INSD Wye POLICY NUMBER POLICY EFFMMIDDIYYYY POLICY EXPMMIOD/YYYY LI4IITS A I X COMMERCIAL GENERAL UABIUTY B0595XR4684015 7/1/2015 7/1/2018 EACH CCCURRENCE 45.000.000 CLAIMS -MACE a CCCUR 1 PREMISES lEa xcurrrorcel 40 X Contractual ! Tab MED EEXP(Any onecerscrt) 40 X Included PERSONAL & AOV INJURY 35.000.00) I GEN'L AGGREGATE LIMIT APPLES PER GENERAL AGGREGATE 45.000.000 X POLICY! E PRC- JECT 7 LOC PRCDLCTS- COMP'OP.AGG 55.000A00 SOTHER: AAU LIABILITY UU I cU aH .:Lc LIMI E3 mcdent 4 BODILY INJURY i.Per cersonl 4ANYAUTO ALL OWNED SCHECULED AUTOS AUTOS I GODLY INJURY ;Per cadent} 4 HIRED AUTOS NON-OMIED AUTOS Y DAMAGE Psr accidentl j 4 4 B40ED MBRELLA LIAB X OCCUR 113324691748XSOCC-20 15 711i2015 711/2018 EACH CCCLRRBNCE 45.000.000 AGGREGATE 35.000.000XCESSLIABCLAIMS -MADE, IRETENTION:; 4 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N PER OTH- STATUTE ER ANY PROPRIETORIPARTNER.IEXECUTIIJE EL EACH ACCIDENIT S OFFICERIMEMBER EXCLUDED? NIA, E.L DISEASE - E.A EMPLOYEE aMandatoryinNH) If yes. describe under DESCRIPTION OF OPERATIONS iE E_L DISEASE - POLICY LIMIT S t i f DESCRIPTION OF OPERATIONS ILOCATIONS I VEHICLES (ACORC 101. Additional Remarks Schedule, may be attached if more space is required) SIR: $250,000 - Bodily Injury SIR: $2,000,000 - Property Damage Evidence of Coverage ULK IIFICATE HULULK City of Sanford 300 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. AUTHORIZED REPRESENTATIVE 719AR-2014 ACORD CORPORATION. All riahm reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 7 ® ACORO CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 1 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 CONTACT NAME: Ashley Cary PHONE Ext). 713-935-8811 FAXIAIC 713-358-5713 E-MAIL ashley_cary@ajg.com INSURERS AFFORDING COVERAGE NAIC qHoustonTX77027 INSURER A :Old Republic Insurance Company 24147 INSURED INSURER B INSURER CWeekleyHomes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 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. INSRLTR I TYPE OF INSURANCE ADOLISUBRIINSDWVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/0 fYYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE OCCURFPCLAIMS-MADE DAMAGE TO RENTEDIPREMISES (Ea occurrence) i $ MED EXP (Any one person) PERSONAL 8 ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE PRODUCTS - COMP/OP AGGPOLICYJELOC OTHER: A I AUTOMOBILE LIABILITY IMWTB312417 3/1/2018 3/1/2019 M IN D SINGLE LIMI Ea accident 1,000.000 X ANY AUTO BODILY INJURY (Per person) OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED X AUTOS ONLY X AUTOS ONLY BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident l X $250 DedComp I X $500 DedColl UMBRELLA LIAB OCCUR EACH OCCURRENCE AGGREGATEEXCESSLIABCLAIMS -MADE DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE 7N NIWC31241800 3/l/2018 3/1/2019 X PER OTH- STATUTE ER E.L. EACH ACCIDENT 1.000.000 OFFICERIMEMBER EXCLUDED? N Mandatory in NH) N / A E.L. DISEASE - EA EMPLOYE 1.000,000 E.L. DISEASE - POLICY LIMIT 1.000,000Ifyes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 CERTIFICATE HOLDER 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 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 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: ELECTRIhCA L 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 PLUM#BING',PERM3I,T" Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANICALP•ERMIT -Yw Min Max -Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot12ReaganPointe7510AN Builder Name: David Weekley Homes BUILOGI, Street: 2910 Gipper Circle Permit Office: C k T - CY sIq c City, State, Zip: Sanford , FL , 32773 Permit Number: _ 2 3. 1 7 Owner: V r_) k v-:> t^,E tK-(Jc ,' lrvo-A S Jurisdiction: 60018 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2872.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ftz b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ftz 4. Number of Bedrooms 3 d. N/A R= ftz 10. Ceiling Types (1387.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ftz 6. Conditioned floor area above grade (ftz) 2174 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(358.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U-Factor: Dbl, U=0.34 278.02 ftZ SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.322 ft. Area Weighted Average SHGC: 0.329 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sgft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ftz b. Conservation features b. Floor Over Other Space R=0.0 787.00 ftz None c. other (see details) R= 470.00 ftz 15. Credits Pstat Total Proposed Modified Loads: 72.68 Glass/Floor Area: 0.165 PASSTotalBaselineLoads: 72.33 7 I hereby certify that the plans and specifications covered by Review of the plans and O rtHE S74' this calculation are in compliance with the Florida Energy specifications covered by this indicates v O Code. calculation compliance` with the Florida Energy Code. Russell HenryBefore is aPREPAREDBY: DATE: March 17 2018 construction completed this building will be inspected for compliance with Section 553.908 0 I hereby certify that this buildi as sig ed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCoe. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ?l • Q 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 6.50 ACH50 (R402.4.1.2). 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM Ran_,_7n17 PROJECT Title: Lot12ReaganPointe7510AN Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2174 Lot # 12 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: 2910 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 690000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 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 Carpet 1 Raised Floor 2nd Floor ____ ____ 95 ft2 13 0.3 0 0.7 2 Floor over Garage 2nd Floor ____ ____ 375 ft2 13 0.3 0 0.7 3 Slab -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 0.9 No 0 18.4 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1387 ft2 N N 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 130 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space o 1 NE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul 1 st Floor 7 48 6 9 4 452.7 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 3.0 ft2 1 ft 4 in 1 ft 0 in None None 2 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 3 NE 2 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 11 in None None 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 3 ft 8 in Drapes/blinds Exterior 5 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 4 ft 9 in Drapes/blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 6 ft 2 in Drapes/blinds Exterior 5 7 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 7 ft 8 in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 3 in None None 9 SW 6 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft2 15 ft 4 in 1 ft 8 in None Exterior 5 10 SW 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 ft2 1 ft 4 in 11 ft 11 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 12 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 54.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 13 NW 8 Vinyl low-E Double Yes 0.55 0.43 N 80.0 ft2 6 ft 6 in Oft 1 in None Exterior 5 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FnPKA RAn-r)-7f117 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft2 375 ft2 64 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 2152.4 118.17 222.23 .3392 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 40 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 QN RLF HVAC # Heat Cool 1 Attic 6 434.8 ft Attic 108.7 ft Default Leakage 2nd Floor (Default) (Default) 1 1 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r May X Jun X Jul X Aug Se Oct Nov Dec He X Jan FebH Mar Apr MaY j Jun Jul AuSep Oct NovH Dec Ventin Jan Feb EX] X] Mar Apr May Jun Jul Aug Se 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 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 2910 Gipper Circle, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft zb. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ftz 6. Conditioned floor area (ft2) 2174 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.34 278.02 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 SHGC: SHGC=0.43 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 40.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 40.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.322 ft. Area Weighted Average SHGC: 0.329 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2EF: a. Electric 0.94 b. Floor Over Other Space R=0.0 787.00 ft2 c. other (see details) R= 470.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspectio herwise, a new EPL Display Card will be completed based on installed Code complia t feat es. Builder Signature: Date: Address of New Home: Ct C I 2C Ue City/FL Zip: 3z 23 OF114E Srq Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2)4-0 5-2 SH QT-4- W Mc 60 'x48' 0w i F) OWNER'S ic4 1 NNER'S BATH RETREAT 2 I l0x6 Iwcd ---+ c xH 5' 40 2,1 2-0 I SHELVES 14x I 1Ncd j I 17 NI I rag I 9x4 I cd 15 I I 8i t I I 2R2S-------- v; 2. w l BEDRM 2 RYERVENT 4 1 H 10x6 Iwcd' R OOF 5S 29",1S 2T seOT_TIE 6 6' 1 1 4..- 14' J" aa-tn auct to roof cap w/fan Nutone 696RNB 3.5 tan w/8kw 240v 1ph 1843 plen 24x14 rad platform by bldr scale 11/8'=1,0' HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K Em RD16TZ w ARDI4TZ m1 B12TZ DATS C7735A 1000 za TH632OU2008DAG TH632OU2008DAG 40va trans R 3 o BATH 2 CPT I 8x4 Iwcd h HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM 6' SNAPLOCK, FLEXABLE METAL PIPE, ig 12x12 rag OR FLEX BEDRM 3 II 7' 10x6 Iwcd INSULATE V/ 15 DV i s SOS DUCT WRAP WALL CAI 12x6 IwcdTM S RET AT &i 84 0 N Y8150 FRESH AIR DAMPERil 1R 2X6 WALL 2-05.2 SH 3-0 5-2 SH 2-0 5-2 SH @T-r AT-8' ®T-T TEMP.) OUTSIDE AIR DETAIL TO SOFFIT OR VAI CAP 2)3-05-2 SH Transfer ducts/grilles @T-r sized In compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder Must provide unrestricted 1 Inch undercut on doors to habitable rooms, 2' FR 3)3-06-0% @R-Q LANAI I 9.4 SOFFIT DINING 10-0 SGD 8-0CLG. CPT HS 14x8 Iwo FAMILY 160 34 1l2' HIGH T LOOPED 12X 2 lwcd VENT D i 305 KITCHEN' 1 9' r--- REFG. 3 2 1 I 2X6 WALL s 6 I 2 CA 1 9 10 I I GARAGE r--72 I' 7Tr--T ENTRY i 5 a 3-0 8-0 16-0 7-0 GARAGE DOOR 125 I 3' bath duct to roof cap I FLR. LINE ABOVE i w/fan Nutone 696RI9.4 SOFFIT FRAMEDBEO. TO COLUMN WIDTH ---- fin. Lod an DEL -AIR Manual S Compliance Report Job: March 6, 2018ointe7510... p p Date: March 16, 2018 M'nxs • = coxnmGNM 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 r9jectin1prmation For: David Weekley Homes, Lot12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 T I of gig" pm , ; N o n Equi en't _ e Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30914 Btuh Outdoor design WB: 76.2°F Latent gain: 5488 Btuh Indoor design DB: 75.0°F Total gain: 36401 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31294 Btuh 101% of load Latent capacity: 7377 Btuh 134% of load Total capacity: 38670 Btuh 106% of load SHR: 81% Entering coil DB: 76.6°F Entering coil WB: 63.6°F Heating:fgkuipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 25460 Btuh Indoor design DB: 70,O'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 161% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 68.5°F Capacity balance: 31 °F Economic balance: -99 °F wrightsoft® 2018-Mar-16 16.32.02 M•.E• ..• • •- =mw• Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 1c,1®EL-A'R Component Constructions xEAMG • = CGNOR OHM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot12ReaganPointe7510... Date: March 16, 2018 By: RH For: David Weekley Homes, Lot 12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 ZZ Mesi9n, Cbnoi ion Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (T) 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 (T) 42 93 Infiltration: Daily range (T) 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 T Btuh/ft'-°F ft'= F/Btuh Btuh/ft' Btu Btuh/ft' Btu Walls 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 414 0.064 19.0 1.77 733 1.65 684 gypsum board int fnsh, 2"xT wood frm, 16" o.c. stud: 12E-Osw Frm se 202 0.064 19.0 1.77 359 1.65 335 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 405 0.064 19.0 1.77 719 1.65 671 fnsh, 2" xT wood frm, 16" o.c. stud nw 228 0.064 19.0 1.77 405 1.65 378 all 1250 0.064 19.0 1.77 2215 1.65 2067 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 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" se 88 0.167 7.0 4.63 407 4.32 380 gypsum board int fnsh sw 415 0.167 7.0 4.63 1920 4.32 1791 nw 146 0.167 7.0 4.63 675 4.32 630 all 881 0.167 7.0 4.63 4077 4.32 3805 Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, Z x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 0.96 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, ne 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.92 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, se 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.63 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.72 ft sep.); 6.67 ft head ht 337 0.096 3 0.340 20 0.340 24 0.340 31 0.340 10 0.340 13.0 2.66 896 1.53 516 0 9.42 28 26.4 79 0 9.42 188 22.3 447 0 9.42 226 26.4 634 0 9.42 294 22.9 716 0 9.42 98 22.9 239 F- wrightsoft, 2018-Mar-1616:32:02 k.. •,.,,., .., ..w.. Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 0 9.42 147 22.9 358• 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6.19 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, se 10 0.340 0 9.42 98 22.9 239 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.67 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 31 0.340 0 9.42 294 24.3 758 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 6.67 ft head ht 1OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 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, 1.67 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, sw 16 0.340 0 9.42 152 22.9 371 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.92 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, nw 42 0.340 0 9.42 392 22.3 929 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 54 0.340 0 9.42 509 22.3 1206 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.27 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" nw 80 0.550 0 15.2 1219 39.0 3116 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.5 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht Doors 11DO: Door, wd sc type se 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 16B-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 W rightsoft- 2018-Mar-16 16:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE DEL -AIR Project Summary HEATING - am coxumoNIM 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 Notes: David Weekley Homes, Lot 12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20784 Btuh Ducts 3158 Btuh Central vent (50 cfm) 1518 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 25460 Btuh Infiltration Method Construction quality Fireplaces Orlando/Jetport, FL, US Simplified Average 0 Heating Cooling Area (ft2) 2174 21 g4 Volume (ft3) 21080 21080 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model C H 14N B0420000A0 AHRI ref 9162578 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 OF 8.2 HSPF 41000 Btuh @ 47°F 28 OF 1333 cfm 0.056 cfm/Btuh 0.30 in H2O Job: Lod 2ReaganPointe7510... Date: March 16, 2018 By: RH Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 25479 Btuh Ducts 4476 Btuh Central vent (50 cfm) 959 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30914 Btuh Latent Cooling Equipment Load Sizing Structure 3088 Btuh Ducts 849 Btuh Central vent (50 cfm) 1550 Btuh Outside air Equipment latent load 5488 Btuh Equipment Total Load (Sen+Lat) 36401 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.5 EER, 14 SEER 30000 Btuh 10000 Btuh 40000 Btuh 1333 cfm 0.045 cfm/Btuh 0.30 in H2O 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F M- 2018-Mar-16 16:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 2ReaganPointe7510AN1Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE I DEL -AIR Right-JO Worksheet ff=-=C0N=0K= Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot12ReaganP6inte75104kN 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 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 241.5 ft 5 Room area 2308.5 ft2 241.5 ft' Ty Construction number U-value Btuh/ft? °F) Or HTM Btu ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw Fnn wall, st 0.064 ne 1.77 1.65 437 414 733 684 0 0 0 0 2A-2ov 0.340 ne 9.42 26.41 3 0 28 79 0 0 0 0 L G 2A-2ov 0.340 ne 9.42 2.2.34 20 0 188 447 0 0 0 0 IWI 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 257 233 1076 1004 0 0 0 0 11 2B-2fv 0.340 ne 9.42 26.41 24 0 226 634 0 0 0 0G 12E-Osw Frm wall, st 0.064 se 1.77 1.65 270 202 359 3M 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 31 0 294 716 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 10 0 98 239 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 16 0 147 358 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 10 0 98 239 0 0 0 0 t-D 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 112 88 407 380 0 0 0 0 11 DO- 0.390 se 10.80 12.03 24 24 259 289 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 437 405 719 671 0 0 0 6 2B-2fv 0.340 sw 9.42 24.29 31 11 294 758 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 453 415 1920 1791 154 154 712 665 1OC-v 0.340 sw 9.42 8.56 21 43 201 183 0 0 0 0 2A-2ov 0.340 sw 9.42 22.93 16 0 152 371 0 0 0 0 IW 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 270 228 405 378 0 0 0 0 L-G 2A-2ov 0.340 nw 9.42 22.34 42 0 392 929 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 280 146 675 630 131 51 234 219 2A-2ov 0.340 nw 9.42 22.34 54 0 509 1206 0 0 0 0 2A-2ovd 0.550 nw 15.24 38.95 80 0 1219 3116 80 0 1219 3116 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 358 337 896 516 0 0 0 0 L-D- 11 DO 0.390 n 10.80 12.03 21 21 230 257 0 0 0. 0 C 166-38ad 0.026 0.72 1.41 1390 1390 1001 1965 0 0 0 0 F_ 20P-19c 0.050 1._39 0.72 95 95 131 68 0 0 0 0 F 20P-19t 0.050 1.39 0.72 378 378 523 271 0 0 0. 0 F, 22A-tpl 0.989 27;40 0.00 918 118 3233 0 242 31 836 0 6 c) AED excursion 1633 973 Envelope loss/gain 16412 20144 3001 4973 12 a) Infiltration 4372 1415 495 160 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) 20784 25479 3496 6193 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20784 25479 3496 6193 15 Duct loads 15% 18% 3158 4476 10% 10% 350 619 Total room load 23942 29955 3845 6812 Air required (cfm) 1333 1333 214 303 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I - wrlgF+tsoft- 2018-Mar-1616:32:02I- Right -Suite® Universal 2018 18.0.10 RSU24015qCC Page 1 2ReaganPointe751OAN\Lot12ReaganPointe751OAN.rup Calc = MJ8 House faces: SE DEL-A1R Right-J® Worksheet Job: C00ff10K= Entire House Date: By: DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Lot12ReaganPointe751 OAN March 16, 2018 RH 1 Room name dining kitchen 2 Exposed wall 34.0 ft 37.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 193.0 ft 1.0 x 444.8 ft 5 Room area 193.0 ft2 444.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw Frmwall, st 0.064 ne 1.77 1.65 0 0 0 0 0 0 v...,..,. . 0 2A-2ov 0.340 ne 9.42 26.41 0 0 0 0 0 0 0, 0 2A-2ov 1. 0.340 ne 9.42 22.34 0 0 0 0 0_ 0 0 0 W. 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 117 93 428 400 107 107 496 463 11 I 26-2fv 0.340 ne 9.42 26:41 24 0 226 634 0 0 0 0 W 12E-Osw Frm wall, st 0.064 se 1.77 1.65 0 0 0 0....... 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0. 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0' 0 0 0 0 2A-2ov 0.340 se , 9.42 22.93 0 0 0 0 0 0 0 0 24-2o_v__m....... ......n; 0340 se._ 9.42 22.93 0 0.,.. 0 00.,... 0... 0 0 W 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 51 27 126 118 se 10.80, 12.03 0 0. 0.. 0 24 289. D W L-G, 11DO...._ _. a ....._-_..,0.390 12E Osw'Frrn wall, st 2B-2fv,..., ...... _.._... 0.064 0.340 sw sw: 1.77 9.42 1.65 24.29 0 0 6 0.. 6 0 0 0 24 0 0 w 0 0 259 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 51 30 139 129 191 175 810 756 1OC-v 0.340 sw 9.42 8.56 21 21 201 183 0 0 0 0 C 2A-2ov 0.340 sw 9.42 22.93 0 0 0 0 16 0 152 371 WI G 12E Osw Frm wall st ZA-2ov.....__ _.._ _ 0.064 0.340 nw nw 1,77 9.42 1.65 22.34 0 0 0 0. 0 0 0 0 0 0., 0 0 o 0 0 0 IW 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 149 95 441 411 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 54 0 509 1206 0 0 0 0 2A-2ovd 0.550 r" 15.24 3R95 0 0 0 0 0 0 0 0 PI 12C Osw Frm wall r _ 0.096 2.66 1.53 0 0 0 0 356 337 896 516 D A1D0_ ,_...w,.._, 0.390 n_. 10-80 12.03 0 0 0 0.:.". 21 21 v._.,_230 p_.__ 257 C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 0mO-._...: 1.39 0..72 0 O.. o 0 0._.__.._._, 0 0_,.__.w....0. F 20P-19t 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F_ 22A tpl _. ..,,..., . 0.989 27.40_ 0.00 193 34 931 0 445 38 1,027 0 6 c) AED excursion 421 35 Envelope loss/gain 2875 3385 3998 2734 12 a) Infiltration 552 179 609 197 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3427 3793 4607 4131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3427 3793 4607 4131 15 Duct loads 10% 10% 343 379 10% 10% 461 413 Total room load T3769 4172 5068 4544 Air required (cfm) 210 186 282 202 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7gF tsoft^ 2018-Mar-1616:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2AC^`GA g 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE Job: Lot12ReaganPointe7510AN Date: March 16, 2018ELAIRRight-M Worksheet COMM °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 By: RH 1 Room name pwdr mstr bth 2 3 Exposed wall Room height 16.0 ft 9.3 ft heat/cool 23.0 ft 9.0 ft heat/cool 4 5 Room dimensions Room area 6.5 x 6.0 ft 39.0 ft2 1.0 x 134.0 ft 134.0 ft2 Ty Construction number U-value Btuh/ft?'F) Or HTM Btuh/ft') Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12E-Osw Frm wall, st 2A-20v 2A-2ov 0.064 0.340 0.340 ne ne ne 1.77 9.42 9.42 1.65 26.41 22.34 0 0 0 0 0 0 0 0 0 0 0 0-, 99 3 0 96 0 0 170 28 0 159 79 0 IW C, 11 13A-7ocs Blk wall, s 2B-2fv 0.167 0.340 ne ne 4.634. 9.42 26.41 33 0 33 0 151 0 141 0 0 0 0 0 0 0 6 0 W 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 2A-2ov 2A-2ov. 0.340 0 340 se se. 9.42 9,42 22.93 22_93 0 0 0 0,_. 0 0 0 y. . µ. __0 0 0 0 0 0 0. 0 0 V/ I-. D 13A-7ocs Blk wall, s 11D0 12E-0sw Frm wall, st 0.167 0.390 0.064 se se, sw 4.63 10.80 1.77 4.32 12..03 1.65 61 0 0 61 0 0 281 0"'", 0 262 0 0 0 0 0 0 0 0 0 0 0 0 0W 2B-2fv 13A-7ocs Blk wall, s 0.340 0.167 sw, sw 9.42 4.63 24.29 4.32 0 56 0 56 0 259 0 242 0 0 0 0 0 0 0. 0W 10C-v 2A-2ov . _ .. 12E Osw Frm wall, st 13A-7ocs Blk wall, s 2A-2ov 0.340 O. 340 0.664 0.340 0.167 0.340 sw sw nw nw nw nw 9.42 9.421.77 9..42 4.63 9.42 8.56 22.93 1.65 22.34 4.32 22.34 0 0 0 0__ 0 0 0 0 O 0 0 0 0 0 0 A 0 0 0 0 0 0 0 0 0 0 108 0 0 0 0 0 108 0 0 0 0 0 191 0 0 0 0 0 179 0 0 0 W C-G2A-2ov W 2A-2ovd .._.._.. 12C-0svvFrm wall r- 0. 550 0. 096 n 15.24 2. 66 38. 95 1. 53 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P. ID. 11DO . . ......... . ._ 0.390 n.._ 10.80 12.03 0 0 0 0 O 0 0 0 C 166-38ad 0.026 0.72 1.41 0 0 0 0 134 134 97 189 F_.. 20P-19c _ 0.050 1._39 4.72 0 0 0.._ 6 0 0 0 0 F 20P-19t.. 0.050 1.39 0.72 0 0 0 Q 0 0.. O_ 0 F 22A-tpl 0.989 2740 0.00 39 16 438 0 0 0 0 0 6 c) AED excursion 34 33 Envelope loss/gain 1129 611 486 573 12 a) Infiltration 260 84 360 117 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) 1389 695 846 689 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1389 6951 846 689 15 Duct loads 10% 10% 139 691 24% 28% 201 193 Total room load 1527 764 1047 883 Air required (cfm) 85 34 58 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - wrig"tsoft- 2018-Mar-16 16:32:02 Right- Suite® Universal 2018 18.0.10 RSU24015 Page 3 2Reagan Pointe751OAN\Lot12ReaganPointe751OAN.ruP Calc = MJ8 House faces: SE DEL AIR Right-JO Worksheet muff='W`amunam ° Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot12Rea ganPointe751OAN Date: March 16, 2018 By: RH 1 Room name mstr we mstr rm 2 Exposed wall 4.0 ft 30.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.0 x 6.0 ft 1.0 x 237.5 ft 5 Room area 24.0 ft2 237.5 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number Btuh/ft' °F) Btu ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr: 12E Osw Frm wa11, st 0.064 ne 1.77 1.65 0 0 0 0 0 0 ...,. O 0 2A- 2ov 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 W. 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 11 G 2B-2fv 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0 W_ 12E-Osw Fmi wall, st 0.064 se 1.77• 1.65 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se, 9.42 22.93 0 0 0 0 0 0- 0 0 rQ 2A-2ov ... _ '.. _... = Q 34Q se ,. , 9.42 .. 22.93 0 0 Q Q ., Q 0 `.__._.,,__ 0 ..._...__ Q j 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 D 11D0 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 W 12E Osw Fr n wall st ' 2B- 2fv.. 0. 064 Q 340 sw..., r, sw 1. 77 9. 42 1. 65 24. 29 . 0 0 0 0 0 0 0 A. 144 0 144 0 _____..__ 255 0, ...._ 238 n.__ 0, IW 13A-7ocs BIk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 1-- c; 10C-v 0.340 sw 9.42 8.56 0 0 0 0 0 0 0 0 O 2A-2ov 0.340 sw 9.42 22.93 0 0 0_ 0 0 0 0 0 IW G 12E Osw Fmi wall st 2A- 2ov __ __... w._ 0064 A., v nw nw 1. 77 9. 42 ..., 1. 65 22. 34 36 0 36 0 64 0 60 0 126 42 84 0,. 150 392 ____,__ 929_ 140 IW 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A- 2ovd 0.550 nw 15.24 38.95 0 0 0 0 0 0 0 0 P 12C Osw Frm wall r 0.096 0. 390__n,.___10.80,, f 2. 66 1.53 12.: 03., 0 0 0 0 0.__ 0 0 5 0 0 0_. 0 v-. 0.._w_ 0 0,. C 166-38ad 0.026 0.72 1.41 24 24 17 34 238 238 171 336 F. 20P 19C _..._ ._._...u. 0.050 139 0.72 0 0 0 Q 77.. n _.. 1Q7 55 F 20P-19t 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F... _ 22A tpl .... __. .. ._ 0.989 27.40 0.00 0 0 0 0 0 m .... , 0 .. 6 c) AED excursion 5 382 Envelope loss/gain 81 88 1074 2080 12 a) Infiltration 63 20 470 152 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 144 108 1544 3062 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 144 108 1544 3062 15 Duct loads 24% 28% 34 30 24% 28% 366 859 Total room load 178 139 1 1 1910 3921 Air required (cfm) 10 6 106 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fP_ 2018-Mar-1616:32:02 Cdk Right - Suite® Universal 2018 18.0.10 RSU24015 Page 4 2Reagan Pointe751OAN\Lot12ReaganPointe751OAN.rup Calc = MJ8 House faces: SE DEL -AIR Right-J® Worksheet Hgff=-AMCOMM 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 Job: Lod 2ReaganPointe7510AN Date: March 16, 2018 By: RH 1 Room name mstr wic util 2 Exposed wall 5,0 ft 6.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 98.0 ft 8.5 x 6.5 ft 5 Room area 98.0 ft2 55.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12E-0sw Frm wall, st 0.064 ne 1.77 1.65 45 45 80 74 ^ 0 0 0 0 2A-20v 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0 I- G 2A-2ov 0_3410 9.,42 22.34 0 0 0 0 0 0 0 0 W. 13A-7ocs Blk wall, s 0.167 ne_ ne 4.63 4.32 0 0 0 6 0 0 0 0 11 26-2fv 0.340 ne 9.42 26.4.1 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2Aa2.ov 0.340 se__ 9.42 22.93 0 0, 0-_. 0...- 9... 0 0 0, UV 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 D 11DOM_. 0.390 3e 10.80. 12..03 0 0 0 Q .. 0 0 0... 0.. 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 0 0 0 0 59 59 104 97 IWI G 2B-2fv. _ _. 0.340 sw_ 9.42 14.29 0 0 0 0 .. 0 0 0... 0 W 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 10C-v 0.340 sw 9.42 8.56 0 0 0 0 0 0 0 0 2A-20v 0.340 sw 9.42 22,93 0 0 0 0 _.. 0 O 0 0. 12E-Osw Frm wall, st 0.064 w. nw 1.77 1.65 0 0 0 6 0 0 6 0IW 2A-2ov. . _ , ..... 0.340 nw 9.42 22.34 . 0 0 0 0 ... m, _ _ 0 0__ 0 0 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0IW 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A_2ovd___ 0 0 0 ... 0 0 0 0 PII 12C-Osw Frm wall, r- O.550 0.096 nw, _ 15,24 2.66 38_95 1.53 0 0 0 0 6 0 0 6 6 D..11D0._ 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 2OP7190 0.050 1.39 0,72 0 0 0 0 ,.... 0 0 0 0 F 20P_-19t 0.050 1. 39 0 0 0 0 _ 0 0 0 0 F 22A-tPl 0._989_.-._ e. 27.40 0.72 000 0 0 0 0 0 0. 0 0. 6 c) AED excursion 11 37 Envelope loss/gain 150 202 143 138 12 a) Infiltration 78 25 102 33 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 229 227 245 770 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 229 227 245 770 15 Duct loads 24% 28% 54 64 24% 28% 58 216 Total room load 283 291 303 987 Air required (cfm) 16 13 117 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I+_ wrigtitsolFt^ 2018-Mar-1616:32:02 9G A "" .................. ° Right -Suite® Universal 2018 18.0.10 RSU24015 Page 5 2Reag anPointe751 OAN \Lot 1 2R eagan Pointe751 OAN. ru p Calc = MJ8 House faces: SE NDEL--AIR Right-JO Worksheet KEMM'"MCOX=?= Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lotl 2ReaganPointe751 OAN Date: March 16, 2018 By: RH 1 Room name bdrm 2 bth 2 2 Exposed wall 14.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 170.8 ft 10.0 x 5.5 ft 5 Room area 170.8 ft2 55.0 ft' Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft? °F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 126 106 188 175 0 0 0 0 2A-2ov 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0II_GG 2A-2ov 0.340 ne 9.42 22.34 20 0 188 447 0 0 0 0 VG 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 11 2B-2fv 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0 W 12E-Osw Fri wall, st 0.064 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A_2oy_ ----- -. ._ _. _ 0.340 se_ 9.42 22.93 0 0 0 0 0 0 O 0 ww, 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 11D0-. 0.390 10.80 1203 0 0 0D_ IWI m. -_ .-_- 12E-Osw Fmn wall, st 0.064 sesw 1.77 1.65 0 o 0 0 0 0 6 0 G 2B2fv __ . _ . 0.340 sw 9.42 24.29 0 0 0 0 0 0 0 0. W IE-t 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 1OC-v 0.340 sw 9.42 8.56 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 5w 9.42 22.93 0 0 0 0 0 0 0 0 W 12E Osw F mn wall, st 0.064 nw 1.77 1.65 0 0 0 0 6 0 0 0 2A2ov.._ _ 0.340 9.42 22.34 0 0 0 0 0 0 0. O. W 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ovd 0.550 nw 15.24 M8 95 0 0 0 0 0 0 0 0 PI 12C Osw Frm wall, r- f 0.096 0.390 n_ 2.66 10.K 1.53 12.03 0 0 0 0 0 O 0 0 6 0 0 0 0 A 0 0 C 166738ad 0.026 0.72 1.41 171 171 123 241 55 55 40 78 F.-_,20P_19c 0.050_- 1,39 0.72 0 0- 0 0_ 0 0,_ 0 0 F.. 20P-19t 0.050 1.39 0.72 67 67 92 4$ 52 52 72 37, F._ ... , .. 22A tPl.... -. 0.989 27.40 0.00 0 0 0 0 0 6 c) AED excursion 14 5 Envelope loss/gain 592 897 112 110 12 a) Infiltration 219 71 0 0 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 811 968 112 110 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 811 968 112 110 15 Duct loads 24% 28% 192 272 24% 28% 27 31 Total room load 1003 1240 139 141 Air required (cfm) I 1 56155 8 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I.i- wrigF tsolFt^ 2018-Mar-16 16:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 6AC`GA 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE i' DEL -AIR Right-J® WorksheetDEL-AIR Entire House Job: Lotl2ReaganPointe751OAN Date: March 16, 2018 By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name bdrm 2 wic retreat 2 Exposed wall 3.0 ft 41.0 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 8.5 x 3.0 ft 1.0 x 368.3 ft 5 Room area 25.5 ft2 368.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V j12E- Osw Frm wall, st 2A-20v 2A-2ov 6.664 0.340 0.340 ne ne ne 1.77 9.42 9.42 1.65 26.41 22.34 27 0 0 27 0 0 48 0 0 45 0 0 32 0 0 32 0 0 56 0 0 52 0 0 jr--G11 13A-7ocs Blk wall, s 2B-2fv 0.167 0.340 ne ne 4.63 9.42 4.32 26.41 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 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 104 31 0 72 0 0 128 294 0 120 716 0 2A-2ov 2A-2ov 0.340 0.340 se se 9.42 9.42 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W r-D 13A-7ocs Blk wall, s 11DO 12E-Osw Frm wall, st 0.167 0.390, 0.064 se se sw 4.63 10.80 1.77 4.32 12.03 1.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 234 0 0 k2l 0 0 360 0 0 336W L--G 26-2fv 13A-7ocs Blk wall, s 0.340 0.167 sw sw 9.42 4.63 24.29 4.32 0 0 0 0 0 0 0 0 31 0 5 0 294 0 758 0W OC-v 2A-2ov 0.340 0.340 sw 9.42 9.42 8.56 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0..., 0 OEf12 W 12E-Osw Frm wall, st 0.064 sw nw 1.77 1.65 0 0 6 0 0 0 0 0 2A-2ov 0.340 nw, 9.42 22.34 0 0 0 0 0 0 0. 0 W 13A-7ocs Blk wall, s 0.167 nw, 4.63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.42 22.34 0 0 0 0 0 0 0 0 2A-2ovd 0.550 15.24 38.95 0 0 0 0 y ._0 0 0 0 P 12C-Osw Frm wall, r- 0.096 nw_. 2.66 1.53 0 0 0 0 6 b 0 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 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 20P-19t 0.050 1.39 0.72 26 26 35 18 17 17 24 12 F 22A-tpl 0.989 27._40 0.00 0 0 0- 0 0 o 0 0 61 c) AED excursion 1-5 126 Envelope loss/gain 102 94 1444 2399 12 a) Infiltration 47 15 642 208 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 149 109 2086 2607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 149 109 2086 2607 15 Duct loads 24% 28% 35 31 24% 28% 495 732 Total room load 184 139 2581 3339 Air required (cfm) 10 6 144 149 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofft^ 2018-Mar-1616:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 7 2ReaganPointe751OAN\Lot12ReaganPointe751OAN.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-J® Worksheet KEMW-=Waffm'= Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lod 2ReaganPointe751OAN Date: March 16, 2018 By: RH 1 Room name bdrm 3 wic bdrm 3 2 Exposed wall 4.5 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 1.0 x 186.0 ft 5 Room area 36.0 ft2 186.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number 13tuh/ft22F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 w Frm wall, st 3440 100 100 1910 1702A2ov0.3 ne ne 9.42 9.42 2. 41 2. 0 0 0 O W, 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 11 G 2B-2fv 0.340 ne 9.42 26.41 0 0 0 0_ 0 0 0 0 12E-0sw Frm wall, st 0.064 se 1.77 1.65 41 41 72 67 126 90 159 148 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 10 0 98 239 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 16 0 147 358 2A-2ov.. , _ _ .... 0 340 se. 9.42 22..93 0 0 0 0 10 0 98. 239 Vf/ T_ D 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 IW 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 0 0 0 0 0 0 0 0 G, 2B-2fv 0.340 sw 9.42 24.29 0 0 0 0, 0 0 D 0 W 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 1OC-v 0.340 sw 9.42 8.56 0 0 0 0 0 0 0 0 2A-20v 0.340 sw 9.42 22.93 0 0 0 0 0 0 0 0 W_.,. C, 12E Osw Frm wall, st 2A-2ov - -. _ - -- 0.064.. 0.340 nw' nw_ 1.77 9.42 1.65 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0. 0i IWI 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0I--t G 2A-2ovd 0.550 n_w 15.24 38.95 0 0 0 0 0 0 0 0 PI 12C Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 l 0 11D0 _ .. _ _ 0.390 n.. 10.80 12.03 0 0 0 0 0 0 0 0D C 166-38ad 0.026 0.72 1.41 36 36 26 51 186 186 134 263 F__.. 20'R 19c_ _ I 10'.95Q u 1.39 0.72 0 0 0 9 0 0 0 F 20P-19t 0.050 1.39 0.72 32 32 44 23 184 184 255 132 F. 22A-1pl 0.989 27.40 0.00 0 0_ 0 0 0 0- 0 0 6 c) AED excursion 8 172 Envelope loss/gain 142 133 1082 1728 12 a) Infiltration 70 23 407 132 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 212 156 1489 1860 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 212 156 1489 1860 15 Duct loads 24% 28% 50 44 24% 28% 353 522 Total room load 263 200 1842 2382 Air required (cfm) 15 9 103 106 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigF tsoft- 2018-Mar-1616:32:02 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 8 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE DEL -AIR Duct System Summary Job: LotUReaganPointe7510... Date: March 16, 2018 NeanNG - AM coNUm0111M 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 jRe e e For: David Weekley Homes, Lot12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 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 i n/ 100ft 1333 cfm 139 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.172 i n/ 100ft 1333 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 h 1003 56 55 0.231 6.0 Ox0 VIFx 18.8 85.0 st1 bdrm 2 wic h 184 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 st1 bdrm 3 c 2382 103 106 0.221 6.0 Ox0 VIFx 23.8 85.0 st1 bdrm 3 wic h 263 15 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 st1 bth2 h 139 8 6 0.244 4.0 Ox0 VIFx 13.2 85.0 st1 dining h 3769 210 186 0.183 8.0 Ox0 VIFx 35.9 95.0 st2 family c 6812 214 303 0.184 9.0 Ox0 VIFx 35.8 95.0 st2 kitchen h 5068 282 202 0.195 9.0 Ox0 VIFx 28.1 95.0 st2 mstr bth h 1047 58 39 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 3921 106 175 0.192 8.0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 178 10 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 283 16 13 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1527 85 34 0.172 5.0 Ox0 VIFx 44.4 95.0 st2 retreat c 3339 144 149 0.234 7.0 Ox0 VIFx 17.7 85.0 st1 util c 987 17 44 0.239 4.0 Ox 0 VIFx 15.2 85.0 st1 Supply TrunWDetail`Table ' Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 190 233 0.183 527 9.0 0 x 0 VinlFlx st1 st1 Peak AVF 542 608 0.183 569 14.0 0 x 0 VinlFlx st2 Peak AVF 791 725 0.172 567 16.0 0 x 0 VinlFlx wrightsoft- Right -Suite® Universal 2018 18.0.10 RSU24015 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 2018-Mar-16 16:32:03 Page 1 Return ranch Deta l ab le Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx d- wrightsoft, Right -Suite® Universal 2018 18.0.10 RSU24015 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 2018-Mar-16 16:32, 03 Page 2 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on A CCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/16/2018 4:03:10 PM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2910 Gipper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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 MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/16/2018 4:03 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 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory)'. Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/16/2018 4:03 PM EnergyGauge® 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: Lot12ReaganPointe7510AN Builder Name: David Weekley Homes Street: 2910 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 690000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffitCeiling/attic 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 extend behind popona and wormna. 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 a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/16/2018 4:04 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot12ReaganPointe7510AN Street: 2910 Gipper Circle City, State, Zip: Sanford , FL , 32773 Design Location: FL, Sanford Cond. Floor Area:: 2174 sq.ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: Builder Name: David Weekley Homes Permit Office: Permit Number: Jurisdiction: 690000 Cond. Volume: 19869 cu ft. 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 Co quirements in accordance with Sect' n R4 . .1.2. SIGNATURE: PRINTED NAME: 1ele25 DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O TFtE Sr4 r6 3/16/2018 4:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Si RECORD COPY 1V, VT(k LPG Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 sA¢0RD pFPAR, 2.3 Al PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 12, 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 o Lily Lake Museum of Seminole County Artifacts Building Pet Alliance of Greater Orlando... 2910 Gipper Circle fl Reagan Pointe - Dovid Weekley Homes Y 1 u 2910 GIPPER CIRCLE, SANFORD, FLORIDA 32773 j'-2,317 2910 Gipper Circle 4° = Proposed Elevation 57 .23 Sanford, FL 32773' N Total Lot Area= 3,200 sq ft (100%) Ok to construct single family home Impervious Area in Square Feet: with setbacks and Impervious areaTotalHouseFootPrint = 1,292 ft2 (40%) Total Porch and Deck/Lanai = 106 ftZ (03%) shown on plan. /d /S,e Total Driveways = 320 ftz (01 %) W E Total Walkways = 43 ft2 (01 %) Total A/C Pads = 16 ftZ (0.5%) / Elevations are based on S civil grading plans. / Lot is Type "A" Grading Plan / 1 t P ya 1A G+ A GQ , . Ss' 6 Lot 13 4r S / ° ' a O& oZ, Y 00 5 .'.'.:.:.',Q C s A s D, OiAJQ :....... opo !0 , - (5) !yD .... / c, A .....SRO .5 9J ........... b oq ..... y 9 .O ........ L1 S 40051'28" W 40.00'(P) L2 N 40051'28" E 40.00'(P) L3 S 40°51'28" W 173.41'(M) This is NOT a Boundary Survey os......... s. .......... 6 a O \ Q oo Lot 12 °y ° feo .......°Q o y aA i • p ..: / . yea , 80 uo Lot. 11 U0% J Graphic Scale 10' 2 ' 40' Scale: 1 "=20' Field Date: 3/12/2018 Date Completed: 3/12/2018 Drawn By: M.C. File Number:IS-45039 PP Legend- C Calculated PC - Point of Curvature Centedine Pg. - Page B Concrete Block PI - Point of Intersection CM Concrete Monument P.O.B.- Point of Beginning Conc. Concrete P.O.L. - Point on Line D Description PP - Power Pole DE Drainage Easement PRIM - Permanent Reference Esmt. Easement Monument F.E.M.A. - Federal Emergency PT - Point of Tangency Management Agency R - Radius FFE Finished Floor Elevation Rad. - Radial Fnd. Found R&C - Rebar & Cap IP Iron Pipe Rec. - Recovered L Length (Arc) Rid. - Roofed M Measured Set - Set %" Reber & N&D Nail & Disk Reber Cap "LB 7623" N.R. Non -Radial Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Metter P.B. Plat Book A - Delta (Central Angle) 471- Wood Fence 0- - Chain Link Fence 0 a P.T. located on Lot 7 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Sobject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB'. Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOTbeen located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approArnale and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST - PROPOSED DRIVEWAY OVER SOUTH EASEMENT DocuSigned by: Patyu k Iln,6A4 I hereby Certify that this Boundary Survey of the above Described Property is True and Correct to the Best of my Knowledge and Belief 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 Surveyir in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes, Pursuant Ig,5fclion 472,Q27 Florida Statutes. Patrick K. Irelan <oRt°PS 6637 LB 7623 This Survey is intende &l1oY fpr use Of Said Certified Parties. This Survey NOT VALID UN L and Embossed w th Surveyo's Seal. Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office-407.678.3366 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 Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA 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_rrORD Copy Alpine, an ITW Company ALPINE Cifo Infnrmafinn- 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: _ Accu-Span Truss Company Job Number., 19794 JobDescription: 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Address: Lot 12 Reagan Pointe City, State, Zip: SANFORD, FL Name: Address: Address and License # of Structural FOR if one exists for the building: License #: State: City, State, Zip: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #: 1 W 9S4080007 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (pso: 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, 34 truss drawings and 6 details. Item Seal # Truss 1 092.18.1210.03617 Al 3 092.18.1210.04600 A3 5 092.18.1210.04694 A5 7 092.18.1210.03929 131 9 092.18.1210.03555 C1 11 092.18.1210.03945 EJ7 13 092.18.1210.03570 CJ1 15 092.18.1210.04647 CJ3A 17 092.18.1210.04927 CJ5A 19 092.18.1210.04648 HJ7A 21 092.18.1210.04257 FG2 23 092.18.1210.03960 F1A 25 092.18.1210.04288 F2A 27 092.18.1210.04225 173A 29 092.18.1214.13630 F4A 31 092.18.1210.05193 F5 33 092.18.1214.20253 F6 Item Seal # Truss 2 092.18.1210.03540 A2 4 092.18.1210.04974 A4 6 092.18.1210.04522 A6 8 092.18.1210.03976 B2 10 092.18.1210.03601 C2 12 092.18.1210.04882 ERA 14 092.18.1210.03913 CJ3 16 092.18.1210.03478 CJ5 18 092.18.1210.04881 H J 7 20 092.18.1213.49990 FG1 22 092.18.1210.04194 F 1 24 092.18.1210.04303 F2 26 092.18.1210.04241 F3 28 092.18.1210.04912 F4 30 092.18.1214.17470 F413 32 092.18.1210.04959 F5A 34 092.18.1214.24217 FMrsocuen as been electronically DING SPN OR z EPAP, signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. t pt111HMg1 No. 70861 sTATE 0 f r D,t ° O R l0 ff .' SS1ONAl' ` 04/02/2018 Florida Certificate of Product Approval #FL1999 Printed 4/2/2018 4:27:15 PM Job Number: 19794 Ply: 1 SEQN: 561861 / T9 / COMN Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 15 FROM: CH DrwNo: 092.18.1210.03617 Truss Label: Al KM / DF 04/02/2018 7'5_'13 7'5"13 15' 7'6"3 III4X6D 30' 10, 10, 10, 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 22'6"3 + 30' 7'6"3 7'5"l3 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 H 999 240 VERT(TL): 0.246 H 999 180 HORZ(LL): 0.036 H - - HORZ(TL): 0.063 H Creep Factor: 2.0 Max TC CSI: 0.476 Max BC CSI: 0.955 Max Web CSI: 0.436 VIEW Ver: 17.02.01A.1114.21 r 'fjf a. 708 1 s at SAT O COA TONAL larlluwt'^. r 04/02/2018 in 20'4" 10, 1 4" 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1306 / 311 / 636 / - / 180 / 4.0 F 1307 /311 /636 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. 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 - 1 1883 - 638 H - F 1884 - 651 1- H 1259 -321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 752 - 274 D - H 754 - 274 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or ti10, as applicable. Apply plates to each face o truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate 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 NrFWCCMaANr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www _a!pineitw.com; TPI: ww .tpinst.orgL§ B : www.sbcindust .com; ICC: wwwkcsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561862 / T5 / GABL Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03540 Truss Label: A2 I KM / WHK 04/02/2018 6'3"15 7'S"13 15' 226"3 30' 6'3"15 1'1" 4 7'6"3 7'6"3 7'5"13 91 1 ( TYP ///5X8H(R1) 1'4" 10, 0' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. B Des Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: 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 Bracing a) Continuous lateral restraint equally spaced on member. 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. 30' 10, 20' 10, 1'4 30' in 2 __420'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.023 C 999 240 B 593 / 149 / 344 / - / 180 / 4.0 Lu: NA Cs: NA VERT(TL): 0.068 C 999 180 AO*100 / 26 / 47 / / - / 220 Snow Duration: NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS HORZ(TL): 0.021 C B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 AO Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.412 Bearings B & AA are a rigid surface. TPI Std: 2014 Max BC CSI: 0.757 Rep Factors Used: Yes Max Web CSI: 0.519 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 266 -634 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AB 512 -92 AB- Y 441 -135 Maximum Web Forces Per Ply (Ibs) _ Webs Tens.Comp. Webs Tens. Comp. AC -AB 291 - 391 AB- H 636 - 250 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. H - Y 69 - 431 04/02/20 l 8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly d rig4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page , . this drawing indicates acceptance of pro essronai engineering responsibility solely for the design shown. The suitability se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE M R .OMPMY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561863 / T6 / HIPS Cust: RR408 JRef: 1W934080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.04600 Truss Label: A3 KM / DF 04IO2/2018 2'4"8 5'2"13 13' LT 23T 7 2'4"8 2'10"5 7'9"3 4' 6'17 4X6 =4X6 D E 30, 30' 6'10"9 r 2'7" 4 T8"12 3'10" 4 6'4"8 6'9"4 1'4" 2'4"8 "8 5'3"4 13' 16'10-4 23712 30' 2 8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.60 ft 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 ft Loc. from endwall: not in 9.00 ft 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 Bracing a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.332 N 999 240 A 1140 / 125 / 592 / - / 155 / 4.0 Lu: NA Cs: NA VERT(TL): 0.912 N 569 180 G 1210 / 145 / 638 / /- / 4.0 Snow Duration: NA HORZ(LL): 0.196 I - - Wind reactions based on MWFRS HORZ(TL): 0.368 1 A Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.933 Bearings A & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.885 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.560 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 A - B 173 -498 D - E 483 -1539 B - C 757 - 3061 E - F 441 -1479 C - D 494 -1823 F - G 505 - 2008 i 0. 708 1 a i • SAT 0 COAor flNAIL 04/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3092 - 681 J - 1 1725 - 373 N - K 3068 - 669 I - G 1728 - 373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 417 -1553 K-E 499 -112 D - K 468 - 79 J - F 179 - 545 K - J 1304 - 222 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforfpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, 67 or 910, as applicab e. Apply plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN iNJ COMPANY truss in conformance with ANSI/TPI 1, or for handlinW shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essronar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561864 / T30 / HIPS Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.04974 Truss Label: A4 KM / DF 04/02/2018 2'48 13 11' 12'S"12 19, 24'2"12 3.2 2,4" 8 + 2'10"5 + 5'9" 3 1'S"12 6'6"4 -4- 52"12 -- 5'9„4 ; 2'4" 8 1 i _ 27 7'0"12 12, 8 5,3„4 ' 12,4„ A8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit:. 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.10.ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 04 2x4 SP #1 Dense: 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. I112X4 5X6 3X4 =5X6 D E F 30' 6'6"4 18'10"4 Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.339 N 999 240 VERT(TL): 0.932 N 557 180 HORZ(LL): 0.198 J - - HORZ(TL): 0.372 J Creep Factor: 2.0 Max TC CSI: 0.931 Max BC CSI: 0.717 Max Web CSI: 0.845 VIEW Ver: 17.02.01A.1114.21 tic sF 0.748 i t S T U cOA#o°z R$ ONAt., dl, 04/02/2018 11'1"12 i 1'4 30' A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1140 / 128 / 593 / - / 135 / 4.0 H 1210 /148 /639 /- /- /4.0 Wind reactions based on MWFRS A Min Brg 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 178 - 498 E - F 5% -1829 B - C 742 - 2940 F - G 481 -1659 C - D 540 -1928 G - H 550 -1977 D - E 668 - 2255 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2951 - 659 J - H 1715 - 419 N - K 2928 - 648 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 336 -1281 K - F 479 -125 D - O 699 -182 O - K 485 - 59 K-J 1564 -312 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the .—Co~ truss in conformance with ANSIrfPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The su'Mility Suite Lake and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust xom; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561865 / T7 / HIPS Cust: RR408 JRef: 1W9S4080007 - I7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.04694 Truss Label: A5 KM / DF 04/02/2018 2'4"8 2'4"8 5'2"10+ 9' + 13'10"4 + 21' _I_ _ 25'1" 30' 2'10"2 3'9"6 4'104 7'1"12 4'1" 2'4"8 2'74 3'812 2' ' H3,8 5'3"4 9' 2'8„ 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 " 4X6 =5X6 D E F Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.60 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fit Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 30' 4'8'8 13'8"8 Snow Criteria (Pg,Pf'in PSF) Fig: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 7'1"12 4'4"8 4,9„4 1'4" 20'10"4 T 2 30' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.312 P 999 240 VERT(TL): 0.857 P 606 180 HORZ(LL): 0.195 J - - HORZ(TL): 0.365 J Creep Factor: 2.0 Max TC CSI: 0.931 Max BC CSI: 0.653 Max Web CSI: 0.572 VIEW Ver: 17.02.01A.1114.21 04/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1140 / 256 / 590 / - / 115 / 4.0 H 1210 /287 /636 / /- /4.0 Wind reactions based on MWFRS A Min Brg 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 717 - 2436 B - C 767 - 2909 F - G 528 -1781 C - D 625 - 2244 G - H 556 - 2048 D - E 722 - 2455 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2931 - 680 K - J 1774 - 434 P - O 2902 - 671 J - H 1 T75 - 433 O-L 1950 -410 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 294 -1027 L - K 1501 - 332 D - O 437 - 88 L - F 971 - 243 D-L 618 -178 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A L I N E drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the - .,;,,,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pagge . , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of rotessionaf engineering responsibility solely for the design shown. The suitab& and use of this drawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's geneFal notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 2 SEQN: 561879 / T10 / HIPS Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04522 Truss Label: A6 KM / DF 04/02/2018 2'4"8 2'4"8 7' 47'8 2 Complete Trusses Required 12'5"12 ' 1 17'10"4 + 23' 5'5"12 5'4"8 51"12 5X6 III2X4 -- 3X4 = 4X6 12 C D T2 E F 30' 7' 6 T S1) B T3 in A W4 G v 4X8(B10R) III2X4IN ML !KS; H 20'4" J I 1I11PX4 = 7X8 1112X4 = U6(A 1) 2'4"8 H3,8 7'1"12 2'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS :T2 2x4 SP #1 Dense: T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 04 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 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 20 plf at 0.00 to 20 plf at 7.04 BC: From 10 pIf at 7.04 to 10 plf at 22.96 BC: From 20 plf at 22.96 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 166 lb Conc. Load at 7.04 TC: 188 lb Conc. Load at 9.09,11.09 TC: 169 Ito Conc. Load at 13.09,15.00,16.91,18.91 20.91 TC: 385 lb Conc. Load at 22.96 BC: 498 lb Conc. Load at 7.04 BC: 103 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 Conc. Load at 22.96 30' 5'2"4 5'8" 4'10"4 12'4" 18' 22'10"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA 11"12 +1'4" 30' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.477 M 742 240 A 2585 / 578 VERT(TL): 1.288 M 401 180 G 2747 / 666 HORZ(LL): 0.287 1 - - Wind reactions based on MWFRS HORZ(TL): 0.531 1 - - A Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.871 TPI Std: 2014 Max BC CSI: 0.874 Rep Factors Used: No Max Web CSI: 0.649 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS Additional Notes 1) 2x6x7-9-15 x SP SS Top chord scab centered 3-8-0 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". i 0. 708 1 S t AT 0 COA #0i$ OIgI, 04/02/2018 W 4.0 4.0 G Min Brg Width Req = 1.5 Bearings A & 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. 114.21 A - B 128 - 572 D - E 1007 - 4345 B - C 743 - 3334 E - F 718 - 3043 C - D 1019 - 4397 F - G 634 - 2642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3218 - 711 J - 1 2332 - 546 N - K 3224 - 709 1 - G 2320 - 547 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 1277 - 337 E - J 280 - 896 K - E 1387 - 305 J - F 871 - 210 K-J 3012 -715 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin$c Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the au wcomruv truss in conformance with ANSI 1, or for handlin4, shipping, installation and bracing of trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listingthisdrawing,indicates acceptance of pro) essional engineering responsibility solely for the design shown. The suit9ability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: ww .t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561866 / T3 / COMN Cust: RR408 JRef: 1W9S4080007, 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03929 Truss Label: B1 KM / WHK 04/02/2018 1"3 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6' + 12' 6' 6' 4X4 C 12 6 u7 B D M 20'4" q F E 2X4(A1) 1112X4 = 2X4(A1) 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 6' 6' Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.008 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.007 F Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.327 Max Web CSI: 0.099 VIEW Ver: 17.02.01A.1114.21 a;• SAT : t COA #o's..._ 04/02/2018 1'4" -- Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 534 / 122 / 293 / - / 89 / 4.0 D 534 / 122 / 233 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 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 364 - 600 C - D 364 - 600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 -169 F - D 480 -169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forfpermanent lateral restraint of webs shall have bracinfq inslalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the o , truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proiesslonar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisiob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustryxom; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561867 / T4 / GABL Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: TH Dnallo: 092.18.1210.03976 Truss Label: 82 KM / WHK 04/02/2018 12' 6' 4' —4D4 TYP) 12' 1'4" + 6' 6' 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.001 H 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 H 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 J - - Des .00 EXP: B Mean Height: 21.85 ft HORZ TL : 0.002 H NCBCLL: 10.00 TCDL: 4.psf2 Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.189 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.097 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.070 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1114.21WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 04/02/2018 1'4" —{ 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 Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join fDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w a truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona, engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn: ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561868 / T1 / COMN Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 2 FROM: TH Dnallo. 092.18.1210.03555 Truss Label: C1 I KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6' + 12' 6' 6' 4X4 C 12 5 r` v h B D E 10 F 2X4(A1) 1112X4=2X4(A1) 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 6' 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012 F 999 240 VERT(TL): 0.031 F 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.333 Max Web CSI: 0.098 VIEW Ver: 17.02.01A.1114.21 y CjEAt$F .. f a. 708 1 a s S O w< COA Zt /0INAL ON 04/02/2018 1'4" - { Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 530 / 66 / 281 / - / 64 / 8.0 D 530 /66 /281 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D 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 408 - 669 C - D 408 - 669 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 570 - 245 F - D 570 - 245 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinqg installed per BCSI sections B3, B7 or 610 as applicable. Apply plates to each face oftrussand position as shown above and on the JoinFDetails, unless noted otherwise. kefer to' ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIFI PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sui abtllty Suite 150 and use ofthisJawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19794 ply: 1 SEQN: 561869 / T2 / GABL Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03601 Truss Label: C2 KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6' 6' 4'—{ TYP) 4X4 D 12' 6' 12 5 V B F 4 G R 2X4(A1) I = 2X4(A 1) 12' 1,4" 6. 1-4" _ Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.002 H 999 240 VERT(TL): 0.007 H 999 180 HORZ(LL): -0.001 H - - HORZ(TL): 0.002 H Creep Factor: 2.0 Max TC CSI: 0.179 Max BC CSI: 0.105 Max Web CSI: 0.066 VIEW Ver: 17.02.01A.1114.21 G Sic •, C 0.7108 1 az SAT O coa(i0 •. 04/02/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W B* 88 /11 /38 /- /5 /144 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Bearing B 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 require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MRWCOMPAW truss in conformance with ANSI l Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit9ability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.or ; SBCA: ww .sbdndus[ .com; ICC: www.iccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561870 / T22 / EJAC Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 9 FROM: CH DrwNo: 092.18.1210.03945 Truss Label: EJ7 KM / WHK 04/02/2018 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 " 1,4„ 7' 7' 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 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.013 D HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.598 Max BC CSI: 0.455 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 0. S`c • / le o. 708 1 ' 164,110 04/02/2018 23'10"11 co o to ih - in v 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 360 / 61 / 220 / - / 124 / 4.0 D 127 /- /84 /- /- /1.5 C 169 /81 /67 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperlyattachedrigidceilingLocationsshownforfpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910asapplicable. Apply plates to each face o truss and position as shown above and on the Joint -Details, unless noted otherwise. F7efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w wcoMrn v truss in conformance with ANSIFI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suit -ability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.orq: SBCA: www.sbcindustrv.com; ICC: wwwkcsafe.ora Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561882 / T8 / EJAC Cust: RR408 JRef: 1W9S4080007 7510-A (MBRTray) Qty: 3 FROM: CH DrwNo: 092.18.1210.04882 Truss Label: EJ7A KM / DF 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2,4„ 2,411 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: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 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) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 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. Is a more L 4,$„ 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.182 G 452 240 VERT(TL): 0.483 G 247 180 HORZ(LL): 0.091 F - - HORZ(TL): 0.167 F Creep Factor: 2.0 Max TC CSI: 0.801 Max BC CSI: 0.286 Max Web CSI: 0.076 VIEW Ver: 17.02.01A.1114.21 04/02/2018 23'10"l 1 l co N T 21'4" M zo 1 20,4„ A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 360 / 28 / 220 / - / 92 / 4.0 F 103 /- /68 /- /- /1.5 E 188 /53 /83 /- /- /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 fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, Sle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. of ITW BuildinQComponent_ nce with ANSI/ I PI 1, or for t ing indicates acceptance 9awing for any structure his drawing,any failure to build the on this drawing or cover page fe design shown. The suitability TPI 11191c. Sec.2. CA: www.sbcindustry.com; ICC: www.iccsafi KM_ M nW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 [FROM: EQN:561872 /T14 /JACK Cust:RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 4 CH DrwNo: 092,18.1210.03570 Truss Label: CJ1 KM / WHK 04/0212018 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 " 4" 3 7 r 12 C 6 1 r4n 1' 1' Wind Criteria Snow Criteria ( Pg,Pf in PSF) Wind Std: ASCE 7- 10 Pg: NA Ct: NA CAT: N/ Speed: 139 mph Pf: NA Ce: NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration: NA EXP: B Mean Height: 20.60 ft Code / Misc Criteria TCDL: 4.2 psf Bldg Code: FBC 2017 RES BCDL: 5.0 psfMWFRSParallelDist: 0 to h/2 TPI Std: 2014 C&C Dist a: 3.00 ft 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 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common( 0.162"x3.5") toe -nails at top chord. Provide (2) 16d common( 0.162"x3.5") toe -nails at bottom chord. co C 20'10" 11 20' 4" Defl/CSI Criteria I Maximum Reactions (lbs) PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W 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 s`;`'OEAJ$F .p C'`' p. 708 1 Qt i COA t aS0 Ak 04/02/2018 B 201 /56 /137 /- / 32 /4.0 D 9 /10 /15 /- /- / 1.5 C -36 / 36 / 24 / - / / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached riqqid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracingpinstalledperBCSIsectionsB3, B7 or 910 as applicable. AppTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. F7efer to' ALPINE drawings 160A-Z for standard platepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the a wcoMv Nr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing,indicates acceptance ofproessiorlengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job' s general notes page and these. web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ]CC: www.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561873 / T21 / JACK Cust: RR408 JRef: 1W9S4080007 7510-A (MBRTray) Qty: 4 FROM: CH DrwNo: 092.18.1210.03913 Truss Label: CJ3 KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " C 12 21'10"11 6 c U-) 0 B r- in N 20'4" A p 111V I I I 1'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. I 4 Snow Criteria (Pg,Pf 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 Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 222 / 45 / 141 / - / 62 4.0 VERT(TL): NA D 50 /- / 36 / - / - 1.5 HORZ(LL): 0.001 D C 59 / 28 / 20 / - / - 1.5 HORZ(TL): 0.001 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.225 D Min Brg Width Req = - Max BC CSI: 0.068 C Min Brg Width Req = - Bearing B is a rigid surface. Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 04/02/2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u m comra r truss in conformance with ANSI /l PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proiessionaf engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; CC:www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561874 / T13 JACK Cust: R408 JRef: 1W9S4080007. 7510 -A (MBRTray) Qty: 2 FROM: CH DrwNo: 092.18.1210.04647 Truss Label: CJ3A KM / DF 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL. 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " I 1' 10"4 1 _2'4" 1'10"4 5"1: 1) 1'10"4 5"1? 1'4" 1'10'A 1244 FiC 21'10"l1 T O 1 CV 20'4" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.005 E 999 240 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 E 999 180 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 C - - EXP: B HORZ(TL): 0.004 C Mean Height: 21.10 ft Code / Misc Criteria Creep Factor: 2.0BCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.198 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.029 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.029 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. ax AGE Sfi .pC P o. Z08 1 y o:• SAT 0 t' ONAL COA 04/02/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 221 / 45 / 139 / - / 62 1 4.0 D 73 /27 /34 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ply attached rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply places to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the q,,,,,,;n,,,,q,,, truss in conformance with ANSI/l PI 1, or for handling, shippin?, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing, indicates acceptance of professrona. engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t instor ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561875 / T16 / JACK Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 4 FROM: CH DnwNo: 092.18.1210.03478 Truss Label: CJ5 KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: 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 Wind Wind loads based on MWFRS with additional C&C member design. 5' 5' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Stoll: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. l Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 04/02/2018 22'10"11 M O if N r P M 20'4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 288 /51 /179 /- /92 /4.0 D 89 /- /58 /- / /1.5 C 116 /54 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build i nl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _a Coj~ truss in conformance with ANSI /l PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: ww .sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561876 / T15 / JACK Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 2 FROM: CH DrwNo: 092.18.1210.04927 Truss Label: CJ5A KM / OF 04/02/2018 E 22'10"11 12 6 3X4 M 1112X4 D C° o C LID iv 21 '4" T coM B F io T3 Lj 20'4" A H G 1112X4 Yn/Al 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 " Lumber L7 WG 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 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 C&C member design. oz, M 2'4° Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 G 993 240 VERT(TL): 0.154 G 549 180 HORZ(LL): 0.029 F - - HORZ(TL): 0.052 F Creep Factor: 2.0 Max TC CSI: 0.380 Max BC CSI: 0.092 Max Web CSI: 0.062 VIEW Ver: 17.02.01A.1114.21 We o. 7.081 SAT 0 V'Irs COA #oe`s1 lUALN 04/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 /51 /179 /- /92 /4.0 F 61 /- /40 / / /1.5 E 134 /55 /62 /- /- /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 Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates 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 Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the uamacoMru+v truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindusi .com; ICC: w w.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561877 / T33 / HIP_ Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04881 Truss Label: HJ7 KM / DF 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 5'3" 5 9110"1 5'3" 5 4'6"l 1 9'4"1 9'4" 1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:0(0)/0(0) Plate Type(s): WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 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"0.5") toe -nails at top chord. Provide (3) 16d common(0.162" 0.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 F 999 240 VERT(TL): 0.063 F 999 180 HORZ(LL): 0.006 C - - HORZ(TL): 0.012 C Creep Factor: 2.0 Max TC CSI: 0.519 Max BC CSI: 0.532 Max Web CSI: 0.268 VIEW Ver: 17.02.01A.1114.21 t o. 7,08 1 lr ` i S AT O COA #0 Sr'+orew,,w 04/02/2018 11 23'10"6 v m n ih in c 0-20'4" 10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 398 /101 /- /- /- /4.9 E 351 /12 /- /- /- /1.5 D 216 /109 /- /- /- /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 218 - 557 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 521 -192 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 209 - 569 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqinstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,w rrw coeevnnr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of professlonaJ engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561885 / T28 / HIP_ Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrvNo: 092.18.1210.04648 Truss Label: HJ7A KM / DF 04/02/2018 rn co T43 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7' 9'10"1 7' 2' 10"1 F 2' 1 12"14 1 4" 1'10"10 2' '1 3'2"141 9'5'14 '1 "1 Wind Criteria Wind Std: ASCE 7-10 Speed:139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 pif at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 146 lb Conc. Load at 4.24 TC: 268 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 122 lb Conc. Load at 7.07 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 81 W3X4 S 1.75 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 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. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.233 1 498 240 V E RT(T L ): 0.639 1 266 180 HORZ(LL): 0.089 H - - HORZ(TL): 0.167 H Creep Factor: 2.0 Max TC CSI: 0.842 Max BC CSI: 0.737 Max Web CSI: 0.190 23'10"6 th m r` ih v T 21'4" l 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 314 /145 /- /- /- /4.9 G 396 / 105 / - / / / 1.5 F -41 /41 /17 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = - F Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. i i o. 708 1 SAT O •; ok COA';?,9 INAI. 04/02/2018 B - C 216 - 469 D - E 221 - 636 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 432 -192 D - H 626 - 217 K - J 434 -194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 229 - 503 E - H 247 - 704 J - D 449 -184 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. AppTy lates to each face o truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for s andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwro,wmy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the design shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 3 SEQN: 565687 / T17 FLAT Cust: R408 JRef: 1W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1213.49990 Truss Label: FG1 KM / AHF 04/02/2018 3 Complete Trusses Required 27'14 4107 7713 97"3 11'11"9 1472 1610" 1 27'14 27'10 2'4"6 2'4"6 2'4"6 27'10 27'14 1112X4=4X10[4] 112X4 =3X4 =5X6 1112X4 4X10[17] 1112X4 A B C D E IFGG H v 10' N M L K J I 4X6[3] =H0912 1112X4 III2X4=4X12[161-4X6[20] 16'10" 4'107 2'6"2 2'0"14 2'8"10 47'15 i 4'107 7,4"9 9,57 122"1 16'10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.368 K 549 360 N 4276 / - / - / - / / 8.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.644 K 399 240 1 4882 / - / / / / 4.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.055 A - - N Min Brg Width Req = 1.7 EXP: NA HORZ TL : 0.075 ADes ( ) I Min Br Width Re 1.99q 9 Code / Misc Criteria CreepFactor: 2.0CLLd: 10. 00 Mean Height: NA ft NCBCLL: 00 Bearings N & I are a rigid surface. TCDL: NA psf 2. Bldg Code: FBC 2017 RES Max TC CSI: 0.797Soffit: 2.00 Bearing N requires a seat plate. BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.755 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.997 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -5428 E - F 0 -5371 C- D 0- 5428 F- G 0- 5371 Lumber Special loads D - E 0 -6553 Top chord 2x4 SP #1 Dense ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Bot chord 2x6 SP SS TC: From 100 plf at 0.00 to 100 plf at 16.83 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 03 2x4 SP #2 Dense: BC: From 10 plf at 0.00 to 10 plf at 16.83 Chords Tens.Comp. Chords Tens. Comp. TC: 913 lb Conc. Load at 2.48, 4.06, 6.06, 8.06 Nailnote 10.06,12.06,14.06,16.06 N- M 3401 0 K- J 6548 0 Nail Schedule:0.128"x3", min. nails M - L 6550 0 J - 1 3430 0 Top Chord: 1 Row @ 2.50" o.c. L - K 6553 0 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal Maximum Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. N- B 0 -3619 E- J 0 -1270 Plate Shift Table B - M 2187 0 F - J 0 - 396 M - D 0 -1211 J - G 2095 0 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 111Hi1 41lt g4,4" C-M 0 -439 G I 0 -3642 31 W4X6 2.75 L 1.75 [4] W4X10 3.25 L 1.25 ''`,. 17] W4X10 3.25 R 1.25WW4X6 `•GE ,•S•• 20] 'ri2.75 R 1.75 jp` a`n Purlins :. ; The TC of this truss shall be braced with attached iO 708spansat24" oc in lieu of structural sheathing. i00 Additional Notes Truss must be installed as shown with top chord up. S+ %T O Q r l. t CN'Z, j0NA 0-,, 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build in Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .nw cow y this drawing or cover trussinconformancewithANSI/TPI 1, or for handIA shipping, installation and bracing of trussesA seal on listingdrawingindicatesroengineeringresponsibilitysolelyforthedesignshown. page , , 2400 Lake Orange Dr. ThesuifabrlltythisacceptanceofesslonaanduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 2 SEQN: 561917 / T27 / FLAT Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04257 Truss Label: FG2 KM / DF 04/02/2018 2 Complete Trusses Required 2'8"14 5'4"1 7'11"3 2'8"14 27'2 i 97 2 T 1112X4,\ —3X10 I v J 1112X4 t- 10'6"6 13'3"4 27 2 2'8"14 1112X4 —3X10 1112X4 n r: G 10' G 4X6[31—0-vt.,1 — ^vtvJ=4X6[121 6111AX] 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. N ai (note Nail 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 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 off at 13.27 BC: From 10 plf at 0.00 to 10 plf at 13.27 TC: 822 lb Conc. 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 Bite No Size Shift Bite 31 W4X6 2.00 L 2.00 51 W3X6 1.50 R 1.25 81 W3X6 2.00 L 1.25 121 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 "2 8'1 "15 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.224 D 709 240 VERT(TL): 0.393 D 516 180 HORZ(LL): 0.035 A - - HORZ(TL): 0.048 A - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.845 TPI Std: 2014 Max BC CSI: 0.747 Rep Factors Used: Yes Max Web CSI: 0.927 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Additional Notes Truss must be installed as shown with top chord up H. Ns" i• o. 708 1 = S RT O •: 1 COA%RONAI. tiN`_,p•` 04/02/2018 5' 1 "5 13'3"4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 3038 /- /- /- /- /7.3 K 3356 /- /- /- /- /5.5 J Min Brg Width Req = 1.8 K Min Brg Width Req = 2.0 Bearings J & 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 1 - H 5380 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- B 0- 3929 D- H 0 - 645 B-I 1656 0 H -E 1571 0 1- 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 require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attachedrigidceilingLocationsshownforfpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face o truss and position as shown above and on the Joinl[Details, unless noted otherwise. Zefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building+Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the R CO,,,,,,. truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro esslona engineering responsibility solely for the design shown. The su,Pablllty and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561905 / T32 / SY42 Cust: R R408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty 4 FROM: TH DrwNo: 092.18.1210.04194 Truss Label: F1 KM / DF 04/02/2018 9'3" 104 23'6"4 29"0"8 9'3" 1'3" 13' 24'¢" 11' 2 5'4" 8 P"4 2'6"12 - {— 2'6"12 2'6"12 —— 2'6"12 2'612 —{— 2'612 —}— 2'6"12 —{ 2'6"12 ,{ W=3X4 3X8 =3X4 =3X4=3X10[16] =4X6 3X4 24] A B C D E F G H I J K L M O Ia. d Zi I Y X W V U T S R Q 3X6=3X6[6] =3X4 =3X10 =W=3X4 =4X10 3X6 =3X4 =3X4 18'4" 11'6"8 j- 29' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Z 905 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: 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 / - / - / - / / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - Q 551 / - / - / - / - / 7.3 Des Ld: 55.00 EXP: NA TLHORZ : 0.056 B Z Min Br Width Re 1.59q Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft9 Creep Factor: 2.0 T Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.914 Q Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.738 Bearings Z, T, & Q are a rigid surface. Bearings Z & Q require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.780 Loc. from endwall: NA FT/RT:0(0)/O(0) Members not listed have forces less than 375# I: 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 -2620 H - 1 0 -1942 Top chord 42 SP #2 Dense C - D 0 -2620 1 - J 1799 0 Bot chord 42 SP #1 Dense :132 42 SP #2 Dense: D - E 0 -2860 J - K 1799 0 Webs 42 SP #3 E - F 0 - 2857 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 Bot Chord Forces Per Ply (Ibs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite Z - Y 1592 0 U - T 505 -183 6] W3X6 3.00 L 1.25 [16] W3X10 5.50 R 1.25 Y - X 2980 0 T - S 450 -936 24] W 3X4 2.25 R 1.25 X - W 2857 0 S - R 1082 - 363 Deflection W- V 2852 0 R- Q 864 -78 V - U 505 -183 Max JT VERT DEFL: LL: 0.25" DL: 0.27". See detail 00gt sH1H11Ntrt at rrtriDEFLCAMB1014forcamberrecommendations. l d H. `rry Maximum Web Forces Per Ply (Ibs) f{{r.. Additional Notes / r•r Webs Tens.Comp. Webs Tens. Comp. 2x6 continuous strongback. See detail V. :•'J S 1•. ' J Z _ g 0 -1769 V - I 1638 0 STRBRIBR1014 for bracing and bridging y3 _t -• . B - Y 1137 0 I - T 0 - 2221 recommendations. . i Y-D 0 -398 T-K 0 -1518 Deflection estimate assumes composite action with O. i08 1 D - X 217 -421 ' K - S 1016 0 single layer of the appropriate span rated glue -nailed F - V 0 -1129 N - Q 86 960 wood sheathing. Webs are square cut except dbl diagonals or as S aT Ootherwiseshown. ,Q f •• A- Truss must be installed as shown with top chord up. coA%4_ IONA, t„ Iowm,,,,,,,, 04/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) r to these functions. Installers shall provide temporarryY andsafetypracticespriorperforminghave bottom chord shall have a bracingperBCSI. Unless noted c1herwise,top chord shall properly attached structural sheathing and propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, 1411106.1 asapplicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M W OMPANY this drawing trussinconformancewithANSI/TPI 1, or for handlincl, shipping, installation and bracing of trussesA seal on listing this drawing indicates acceptance of engineering responsibility solely for the design shown. or cover page .. 2400 Lake Orange Dr. Thesuitabilitypro)fessionat anduseofthisdrawingforanystructureishieresponsibilityof the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust xom; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561906 / T29 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH Dnallo: 092.18.1210.03960 Truss Label: F1A KM / DF 04/02/2018 26714 24' 10"6 23'4"10 29'10"8_ r 1208 2.6„ 2'6"12 --{ 1 (TYP) 5'12 1'4" TYP 3X4 3X4 = W =3X4 = 3X4 A L T U V W tI 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 " 10, AB AA Z Y 3X4 = AGAG = 3X4 = 3X4 17'11"4 5'4"12— ZA 6'2"14 --j Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 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. 29'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.012 Z 999 360 AL1 111 / - / - / - / - / 215 Lu: NA Cs: NA VERT(TL): 0.022 Z 999 240 AG'91 / - / - / - / / 64.8 Snow Duration: NA HORZ(LL): 0.002 Y - - AB 451 / - / - ! - / - / 7.3 HORZ(TL): 0.003 Y Y 328 / - / / / - / 7.3 Code / Misc Criteria Creep Factor: 2.0 AU Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.347 AG Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.161 AB Min Brg Width Req = 1.5 Y Min Brg Width Req = 1.5 Rep Factors Used: YesRepR Max Web CSI: 0.127 Bearings AU, AG, AB, & Y are a rigid surface. O0/00 Bearings AU, AG, AB, & Y require a seat plate. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. U - V 0 -396 P o. 7,08 1 s 1 QL SAT O COA'ft'§'l1NAl. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 395 0 Z - Y 396 0 AA- Z 396 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AB-U 0 -458 V-Y 0 -441 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10 cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to is 160A-Z for standard plate positions. a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shippingq, installation and bracing of trussesA seal on this drawing or cover page this drawing indicates acceptance of proiessiona engineering responsibility solely for the design shown. The suit -ability e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALNEI ANRW _OMFANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561907 / T20 / SY42 Cust: R R408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 6 FROM: CH DrwNo: 092.18.1210.04303 Truss Label: F2 KM / DF 04/02/2018 9'3" 23'0"l 210'13 r 9'3" 13 "8 12'6"4 1'312 2'6"12 2'6"12 2'6"12 — -}-- 2'6"12 —{— 2'6"12 1'10" -{ W=3X4 3X8[4] =3X4 =3X4 =3X10 3X4 =3X4 A B C D E F G H I J K L T a v t 4• 10 V U T S R Q P O N 3X6=3X8[6] =3X4=3X8[14] =W=3X4 3X10[18] =3X4 18'7"4 4'5"8 23'0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 V 971 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 P 1667 / - / - / I - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brg Width Req = 1.5 EXP: NA HORZ : 0.060 BTLDes ( ) P Min Brg Width Req = 1.500MeanHeight: NA ft NCBCL 10 Code I Misc Criteria Creep Factor: 2.0L: Bearings V & P are a rigid surface. 9 900TCDL: NA psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.652 Bearing V requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.733 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.734Spacing: 24.0 " C&C Dist a: NA It Rep Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -2896 G - H 73 -2649 C - D 0 -2896 H -1 73 - 2649 Lumber D- E 0 -2896 I- J 1226 0 Top chord 4x2 SP #2 Dense E - F 0 -3386 J - K 1226 0 Bot chord 4x2 SP #1 Dense :132 4x2 SP #2 Dense: F - G 0 -3386 K - L 457 0 Webs 42 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 1X3 except as noted. V- U 1727 0 R- 0 1347 - 595 Plate Shift Table U - T 3403 0 Q - P 1347 -595 JT Plate Chord JT Plate Chord T - S 3386 0 P - O 0 -479 No Size Shift Bite No Size Shift Bite S - R 3383 0 41 W3X8 4.25 L 1.25 [ 61 W3X8 3.50 L 1.25 14] W3X8 4.00 R 1.25 [18] W3X10 3.50 R 1.25 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. cing Seedetail MttNrtrttu rpf' rSTRBRI continuous 4 forbraandbridging N* V - B 0 -1919 R - I 1540 0 B -U 1292 0 1 - P 0 -2152 recommendations.fg 4; U - E 48 -561 P - K 0 -901 Deflection estimate assumes composite action with i! ••••` E"•'•..• E - T 317 -426 O - L 0 503 single layer of the appropriate span rated glue -nailed , •• \•„ G - R 0 -1141 I wood sheathing. ` ; This truss spaced @ 24.0" oc supports additional ( • concentrated load at right end from 3.00' stud wall y (J. 7.0 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 _ • overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as S T 0 otherwise shown. Truss must be installed as shown with top chord up. %• fi • `CLZ COAlrs- ONAI. p Iftmm„"r,„„+ 04/02/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition Component Safety Information, by TPI SBCA) r safety to these functions. Installers shall provide of BCSI (Building temporarryy and practices priorperformingbracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro Pry attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf'Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µW-0~ drawing truss in conformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this listing this drawing, indicates responsibility solely for the design shown. or cover page , , 2400 Lake Orange Dr. The suitability acceptanceofppro_fessionaT engineering and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust xom; ICC: wwwJccsafe.orcj Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561908 / T38 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04288 Truss Label: F2A KM / DF 04/02/2018 8' 9'6"8 23'0"l 2 f 811 6 8'i' 13,6„4 10', f — 6"12 --}-- 2'6"122' 2'0"12 2,6„12 2,6„12 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 T a c 1 • R9 10 IVI U T S R Q P 0 N 3X6 =3X8=3X8[131—3X10[17] =3X6 W=3X4 17'1"4 5'11"8 23'0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.192 T 999 360 V 863 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.424 N 275 240 P 1818 / - / - / - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 EXP: NA HORZ TL : 0.047 B P Min Br Width Re 1.5DesLd: 55.00 ( ) 9 g Mean Height: NA ftg Code / Misc Criteria CreepFactor: 2.0 Bearings V & P are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.781 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist 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(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: 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 1- J 2025 0 Top chord 4x2 SP #2 Dense E - F 220 -2669 J - K 457 0 Bot chord 42 SP #1 Dense :B2 42 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. V - U 1503 0 R - Q 928 -1333 Plate Shift Table U - T 2672 - 214 Q - P 928 -1333 JT Plate Chord JT Plate Chord T - S 2669 - 220 P - 0 0 - 786 No Size Shift Bite No Size Shift Bite S - R 2664 -997 13] W3X8 3.75 R 1.25 [17] W3X10 3.75 R 1.25 Additional Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 2x6 continuous strongback. See detail B 0 -167P 14orbracingandbridging`ntntut; trlrr„'ry B recomm1Bda ons 1050 P - 0 -18 Deflection estimate assumes composite action with H r U E 465 J 0 582 0 472 - singlelayer of the appropriate span rated glue -nailed ! ••••`E••"•• '4 ., F - R 0 -1150 O - L 0 -501 woad sheathing. . \\ C1tS • R - H 1492 0 o This truss spaced @ 24.0" oc supports additional / concentrated load at right end from 3.00' stud wall • 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 a O. l08 overhang. Roof load: 20.00 psf ILL and 17.00 psf DL. _ o Webs are square cut except dbl diagonals or as ; otherwise shown. S T 0 Truss mustbeinstalledasshownwithtopchordup. 010 0• F coA i Q{11A1. a I i1>< t+dj°P 04/02/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, 137 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. tefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Lak drawing Suite 150 and use of thisforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561909 / T25 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 6 FROM: CH DrwNo: 092.18.1210.04241 Truss Label: F3 KM / DF 04/02/2018 131"8 14-1"8 221"8 131"8 11' 1 8' g g 2'6"12 1 2,6"12 1 2,6"12 } 2,6"12 —,{ — 2,6"12 2,6"12 { i 3XX6 =3XD10 =3F4 = =W HX41=3X6f18] 1112KACEG4J T 44 v 4 10' t S117711R Q P O N M L 3X4 = 3X101`61_3X4= 3X8[ 10]=3X6[17]=3X6[201 57' 4 16'6"4 22' 1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W S 177 / 300 / - / - / - / 7.3 TCDL: 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 Criteria NCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 PR Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.804 L Min Brg Width Req = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.876 Bearings S & R are a rigid surface. Bearings S & R require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.681 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: 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 Additional Notes B- C 1532 0 F- G 0 -2328 Top chord 42 SP #2 Dense + 2x6 continuous strongback. See detail C - D 1532 0 G - H 0 -2225 Bot chord 42 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 1 - J 0 -2225 Deflection estimate assumes composite action with Plating Notes 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. Webs are square cut except dbl diagonals or as Plate Shift Table 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 1.25 201 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 pttt+ ttnttutglrr S - B 791 -104 P - F 0 - 839 Hanger Support Required, by ill "k J) others t B - R 0 -1171 M - J 925 0 H• 1111 '' PJ{ R- D 0- 2029 J- L 0 -1545 TTDeflectionit •,.•+` E "••. ' D - P 1431 0 Max JT VERT DEFL: LL: 0.18" DL: 0.20". See detail t ., DEFLCAMB1014forcamberrecommendations. t e' s o.748 1 S T 04/ 02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers temporarryY Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these shall provide bracingper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro pperly 910, attachdrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or Apply face the JoinDetails, Refer to as applicable. plates toeachoftrussandpositionasshownaboveandonunlessnotedotherwise. drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u wcoMwwr drawing truss in conformance with ANSIIPI1, or for handling, shippin?, installation and bracing oftrussesA seal on this or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of professlona engineering responsibility solely for the design shown. The sui ability Suite 150 ANSI/TPI 1 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperSec.2. For more information see this job's general not-espage and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.o ; SBCA: www.sbcindust .corn; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561910 / T26 / SY42 Cust: RR408 JRef: 1W9S4080007• 7510 -A (MBRTray) Qty: 1 FROM: CH OrwNo: 092.18.1210.04225 Truss Label: F3A KM / DF 04/02/2018 1'S"g 22'1"8 i F5i 14„ TYP) 3X4 W=3X4 3X4 A N S T a' v 1 q. 10, AL AK AG U III2X4 3X4 = W=3X4 3X4 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Stall: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 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 Ilese 1 o. 748 1 0 •: COAWDONAL , 04/02/2018 Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W AL* 109 / - / - 1- / 1265 AL Min Big Width Reg = - 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 require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigqid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingp insalled per BCSI sections B3, B7 or 810, as applicab Ie. Apply plates to each face oftrussand position as shown above and on the Joinf'Details, unless noted otherwise. (Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building_ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nry rMlo.pmy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:- www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561911 / T37 / SY42 Cust: RR408 JRO: 1W9S4080007 7510 -A (MBRTray) Qty: 8 FROM: TH DrwNo: 092.18.1210.04912 Truss Label: F4 KM / DF 04/02/2018 8' 97 4 167 4 8' + 17'4 r 7' FI- 2'6°12 2,6°12 1'6°12 -{---- 2'6"12 III 1 X3 = W =3X4 1X3 = 3X8 1111X3 =3X4 =3X4 1111X3 =3X8 1112X4 A B C D E F G H I 4 P 1X3 3X6 r, nr nn r v I 3X8 III1X3 1111X3=4X6[131 W = 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense :132 42 SP #1 Dense: Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 131 W4X6 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. 167 4 3X8 10' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W P 899 / _ / _ / _ / _ / 7 2 Pf: NA Ce: NA VERT(LL): 0.206 M 936 360 ILL: NA Cs: NA VERT(TL): 0.362 M 743 240 J 913- Snow Duration: NA HORZ(LL): 0.034 B - - P Min Brg Width Req = 1.5 HORZ( TL): 0.047 B Creep Factor: 2.0 J Min Brg Width Req = - Bearing P is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.656 Bearing P requires a seat plate. TPI Std: 2014 Max BC CSI: 0.752 Rep Factors Used: Yes Max Web CSI: 0.539 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver:17.02.01A.1114.21 B-C 0 -2602 E-F 0 -2567 C- D 0- 2602 F- G 0- 2567 WAVE D- E 0- 2918 G- H 0- 2567 i Q. 708 1 iSAT 0 L . p :• •• jil, C0` S' i QNA1.E .a• 04/ 02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P- O 1577 0 M-L 2918 0 O- N 1577 0 L-K 2914 0 N- M 2920 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- N 1132 0 K-H 1094 0 N- D 12 -594 H -J 0 -1756 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqinstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µnyy_QWpMy truss in conformance with ANSIrI Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofrotesstonaJengineeringresponsibilitysolelyforthedesignshown. The sul ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.aQmeitw.com; TPI: www.t inst.o ; SBCA: www.sbandust .com; ICC: ww.Jccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565670 / T18 SY42 Cust: R408 JRef: 1W9S4080007` 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.13630 Truss Label: 74A KM / AHF 04/02/2018 8' 97'4 167'4 8' 17„4 T 7' f--- 2,6"12 2,6"12 1,6"12 +— 2,6"12 III 1 X3 — W =3X4 1X3 =3X8 1111X3 =3X4 =3X4 1111X3 3X8 III2X4 A B C D E F G H I T y" v 10' P O N M L K S J 1X3 =3X8 1111X3 111X3 =3X8 3X8 3X6 = W =3X4 15'6" 1 1 I- - — 16'7"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/dell L/# Loc R / U / Rw / Rh / RL / W p 893 / _ / _ / _ / _ / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.204 M 898 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.361 M 654 240 S 155 / - / - / - / - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 B - - S 808 / - / - / - / - / 10.5 Des Ld: 55.00 EX HORZ (TL ) : 0.047 B P Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: ei ht: NA ft Creep Factor: 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA BldgCode: FBC 2017 RES Max TC CSI: 0.655 S Min Brg Width Req = 1.5 Load Duration: 1.00 psfP MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.777 Bearings P, S, & S are a rigid surface. Bearings P, S, & S require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.533 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: 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 -2577 E- F 0 -2486 Top chord 4x2 SP #2 Dense C - D 0 -2577 F - G 0 -2486 Bot chord 42 SP #2 Dense :B2 4x2 SP #1 Dense: D - E 0 -2879 G - H 0 -2486 Webs 4x2 SP #3 Deflection Maximum Bot Chord Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.20" DL: 0.20". See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014 for camber recommendations. P - O 1565 0 M - L 2879 0 O- N 1565 0 L- K 2874 0 Additional Notes N- M 2881 0 K- J 3075 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply (Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed P - B 0 -1740 E - K 0 - 698 sheathing.wood y tKttt. tltrhrrrrr 1110 Webs aresquare cut except dbl diagonals or as t otherwise shown. r`i N - D 24 - 5811 H - J 0 -17111 Truss must be installed as shown with top chord up.i;`/'.;E ••, : /± 4$ > i i - 0. ly 0$ 1 ' s . SAT 0 - co ONAI.WA 04/02/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers Component Safety Information, byTPIanSBCA) fo'r safety practices prior to performing these shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. FZefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the --ca— truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing listing this drawing, indicates acceptance of pro esslona, engineering responsibility solely for the design shown. ANSI/TPI 1 Sec.2. 2400 Lake Orange Dr. or cover page NitThesuitabilitySuite150anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperFormoreinformationsee this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: ww-iccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565683 / T35 SY42 Cust: R408 JRef: lW9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.17470 Truss Label: F4B KM / AHF 04/02/2018 8' 9.01, 167 4 8' 1'0" 7'612 2'6"12 }-- 2'6"12 -i VY12 2'6"12 8"4 278 —+ : { W =3X4 3X4 4X8[4) =3X4 3X4 =4X8[151 1112X4 A B C D E F G FHf I J T T y.. 4X6 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 42 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 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 Conc. 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 1 X3 except as noted. 3no t i t = Ono l I Ot W=3X4 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W4X8 4.25 L 1.25 7] W3X8 3.50 L 1.25 131 W4X6 3.25 R 1.25 151 W4X8 4.25 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 15'11"4 16'7" 4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.224 D 817 360 VERT(TL): 0.393 D 594 240 HORZ(LL): 0.037 B - - HORZ(TL): 0.051 B Creep Factor: 2.0 Max TC CSI: 0.854 Max BC CSI: 0.873 Max Web CSI: 0.659 VIEW Ver: 17.02.01A.1114.21 04/02/2018 4X6 = 3X4 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1195 /- /- /- /- /7.3 L 1503 /- /- /- /- /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- 3254 C- D 0- 3352 F- G 0- 3254 D- E 0- 3655 G- H 0- 3254 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-Q 2101 0 O-N 3655 0 Q-P 2101 0 N-M 3649 0 P- O 3660 0 M- L 2014 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- B 0- 2334 M- H 1370 0 B- P 1383 0 H- L 0- 2280 C- P 0- 405 L- 1 0 - 465 E-M 0 -537 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a pro pperly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinct installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ,w nw co~ truss in conformance with ANSI/ I PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essiona engineering responsibility solely for the design shown. The sui ability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.[ inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN:561913 /T12 /SY42 Cust:RR408 JRef: 1W9S4080007' 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.05193 Truss Label: F5 KM / DF 04/02/2018 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 " 2'10"8 '1 3'10"8 11'10"8 2'10"8 1' '1 8' 2'6" 2,6"12 --1 - 2'6"12 -i 2'6" { III 1 X3 III 1 X3 1X3 =3X4 =3X4 1111X3 =3X4 =1X3 A B C D E F L 1 3X4 1. 6'3"4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 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. 57'4 11'10"8 10' H 3 3X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.017 K 999 360 L 349 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.037 K 999 240 P 682 / / / / / 8.0 Snow Duration: NA HORZ(LL): 0.005 B - - H 313 / - / - / - / - / 7.3 HORZ(TL): 0.007 B L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.416 H Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.387 Bearings L, P, & H are a rigid surface. Bearings L, P, & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.134 FT/RT:0(0)/0(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. B - C 0 -435 04/02/2018 Maximum Bot 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 1 - E 15 - 409 C - 1 0 -484 E-H 33 -414 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN M`00.1P y truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofrofesslonalengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 anduseofthisdrawingforanystructureistpheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: —w.iccsafe.org Orlando FL, 32837 Job Number: 19794 7510-A (MBRTray) Truss Label: F5A Ply: Qty: 1 1 SEQN: 561919 / T19 FROM: CH SY42 Cust: RR408 JRef: 1W9S4080007 DrwNo: 092.18.1210.04959 KM / DF 04/02/2018 5 8; 1'2" 8 6'a"8H 11'10'8 3' 4'11" 56" 3 163" I 1'8"12 1'812 --{— 1'8" aa 1'4"12 —-- 14" --{ TYP) 3X4 3X4 A F G H I T - e l y R M L K 10 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 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 C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1 X3 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) Pg: NA Ct: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.006 G 999 360 R* 149 /- VERT(TL): 0.011 G 999 240 K 295 / HORZ(LL): 0.001 K - - R Min Brg Width Reg = - HORZ(TL): 0.001 K K Min Brg Width Reg = 1.5 Creep Factor: 2.0 Bearings R & K are a rigid surface. Max TC CSI: 0.121 Bearings R & K require a seat plate. Max BC CSI: 0 167 79.3 7.3 Max Web CSI: 0.157 Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1114.21 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the PN WCOMPMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui ablllty Suite 150 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineit tom; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565673 / T31 SY42 Cust: R408 JRef: 1W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 9 FROM: CH DrwNo: 092.18.1214.20253 Truss Label: F6 KM / AHF 04/02/2018 3 + --- 1'6"10 1'6"10 —431 1AX3 1 X3 = 3X4 III 2X4 A B C Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers I Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=3'4"4 ,y=10' uses the following support conditions: 3'4"4 Bearing D (3'4"4, 10') THA422 Supporting Member: (1)4x2 SP #1 Dense 2) 0.162"x3.5" nails into supporting member, 4) 0.148"xl.5" nails in flange and 6) 0.148"x3" nails into supported member. 3X4 3'T'4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE DefIICSI Criteria PP Deflection in loc L/defl U# 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 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. H. N tiGE SF s jo. 708 1 j s a SAT 0 COA #0" IBNAt" " 04/02/2018 10, Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W E 184 /- / / /- /7.3 D 199/- E Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing E is a rigid surface. Bearing E 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 quire extreme care in fabricating, handling,shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly j id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to 60A-Z for standard plate positions. sion of any deviation from this drawing,any failure to build the ig of. trussesA seal on this drawing or cover page srbillty solely for the design shown. The suitability esigner per ANSI/TPI 1 Sec.2. TPI: www. tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE MINI 1, or Corr acceptance any structure Nw COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565676 / T34 SY42 Cust: R408 JRef: 1W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.24217 Truss Label: F6A KM / AHF 04/02/2018 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 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. 1'3"4 37'4 1,3.4 ' 1 2,4„ i 3X4 1112X4 A D T J v 1 10, H G E IIQX4 t3'3"12 3, 7„4_'i Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.016 A 117 360 VERT( TL): 0.029 A 85 240 HORZ( LL): -0.017 A - - HORZ( TL): 0.024 A Creep Factor: 2.0 Max TC CSI: 0.235 Max BC CSI: 0.108 Max Web CSI: 0.010 VIEW Ver: 17.02.01A.1114.21 N AGE 3 1 t o.7,08 9 S T allO l SNNAL E , COA #04AL-f- 04/ 02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W E* 116 /- /- /- /- /39.8 E Min Brg Width Req = - Bearing H is a rigid surface. Bearing H 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 require extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join>Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviationfromthis drawing,any failure to build the k seal on this drawing or cover pa e r for the design shown. The suit9ability ANSI/TPI 1 Sec.2. ALPINE r co~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 I HI 1, or for h acceptance any structure TPI: 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, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 mph Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace w 1) 2x6 'L' Brace w 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14' 0' S P F 3 4' 1' 6' 7' 7' V 8' 6' 8' 10, 10, 1' 10, 6' 13' 4' 13' IV 14' 0' 14' 0' Stud 4' V 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' Q F Stn#ndnrd 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10, 9' 13' 8' 14' 0' 14' 0' 14: 0' 2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14 aj D F L 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14 Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10, 2' 10' 7' 12' 5' 13' 4' 14' 0' 14Standardd4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9'6'10, 2' 11' 0' Il' 10, 14' 0' 14U1 / #2 4' 11' 8' 4' 8'8'9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14 P S P F 3 4' 8' 8' V 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' U LJ FHl Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' ill 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Q S P 1 5' V 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 11' B' 4' e' B. 9' 10' 10' 3' I1' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' Ill e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' J D F L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' Ill e' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' IT 6' 14' 0' 14' 0' 14' 0' 6 1 / #2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' Il' e' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 5' 1' 9' 0' 9' 4' 10, 8' I1' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' LJ U L 1 F Stud 5' 1' 9' 0' 9' 4' 10, 8' Il' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O I I Standard 5' 1' B' 0' B' 6' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d r-I S P D F L 1 5' 8' 9' 3' 9' 8' 10, 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 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' S' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' symmAbout IL able Truss Diagonal brace option vertical length may be T doubled when diagonal 18' 3K brace Is used. Connect L fdiagonalbracefor450# at each end. Max web Br ce total length Is 14'. 31131E 2x4 DF-L #2 or better diagonal T_ * iIUH Will, Vertical length shown bracer single 8' W ) All In table above, or double cut 45• (as shown) at L 1 Upper end. see r• i i s 9e. Connect dlagonn o of • • midpoint of vertcal web. Refer to chart q ove or g e t +•l nl ONWARNDIMM READ AND FOLUM ALL NOTES III THUS DRAWDG ple ssvp, ANTM FUwUSM THIS DRAWING TO ALL CONTRACTORS DELLWDHG THE DJSTALLERS. Trusses repu" extreme care In fabrcatkp, hw%Rkp, shlpplro, WtalOro and hrsdq itfer . mod • i fdD .Ito"the latestedidnnofSCSIQkA& Component Safety Information, by TPI and M.: far ie4y pprractk•s prior to perforNnD thew fuhctbre. L+stalLars shall provkla torporaryy per SL Unless rot.d otMrwbe, tap rynord shop have prap.Ny attached structural rheatl•rp bo shall l n properly att—1 rlaid caK Locations shown for permanent lateral restraint wRbA • rr,: shall have brackn4 _ Installed per BOSI sections B3, H7 or HIO, as applkaWr Apply plates to eacYl dEY of truss next Position as shown above and on the Joint Details, unless noted other Iw . • ['V Refer to drowirps 16OA-2 for standard plate posltbns. • Alpkr, a division of ITV 3kAdnp Components Troouupp Inc sH U not be responsOKe for ma ryy deviation e••• •e• AN ITW COMPANY this r 'no, any failure to build the truss In corn9ormancr Ith Al 1, or for honallk4l. shipping. Installation L b— ft of trusses. v A seal an this drawing p the U th sthin al IrM W tcateis, acoilptance of t ptrOwk fAONALA:• N 13723 RiverportDrive enOkre• rkna respam6Llty deslpn S uite 200 for arty slrucMrr b the reaporns6Llty of tixf HJIa,R D.sgr.r p.r Ala]/m1 I s.cE.ft lt11C+t Maryland Heights, MO 63043 For more Information we this Job's prrrral rotes ppaaW and thew wwb sites, ALPINE www.alpineltwconl TPI rww.tplmt.orl SBCAr wwesbckdnutry—a; ICG wwJccwfe.orp /2018 Bracing Group Species and Gradest Group At S ruce- Pine-Fir Hen -Fir NI / #2 IStandard 1, 1 02 1 Stud 3 1 Stud j 1 #3 IStQnolard Douglas Fir -Larch Southern Pinessw 3 #3 Stud Stud Standard Standard Group Br Hen -Fir 1 6 Btr 1 Do u los Fir - Larch Southern Plnewww 1 1 #1 2 # 2 lx4 Braces shall be SIRE (Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Hoards, Group H values may be used with these grades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. A For (1) 'L' bracer space nails at 2' o.c, In IS' end zones and 4' o.c. between zones. 3K )Wor (2) 'L' bracesr space nails at 3' o.c. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th I No SDUce Less than 4' 0' JIX4 or 2X3 Greater than 4' 0' 3X4 Refer to common truss design for IL peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX, TAT, LD, 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 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 Ori 100 moh wind soeed. 311' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace w 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' U S P F 3 3' 10, 6' 2' 6' 7' 8' 1' 8' 5' 9' S. 10, 0' 12, e' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' B' 13' 2' 14' 0' 14' 0' O P Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10' 14' 0' 14' 0' J 0i S P IDPL 1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U S P P 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' f H P Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' O S P 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' I1' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' rDr L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 8' 0' 8' 7' 10, 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Q d L3 U S P P u 1 / #2 5' 2' e' 9' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 07'11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' O I P Standard 4' 10' 7' 5' 9' Il' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' e' 10'10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14'V dS P D P L 2 5' 2' 8'9'10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 140' 14' 0' 114' 0' I Standard 1 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 1 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' About L able Truss Diagonal brace option, T verticallengthmaybedoubled when diagonal e 18' )K brace Is used. Connect L I diagonal brace for 525# tl ateachend. Max web C. Brcetotal length Is 14'., ilE3M 2x6 DF-L #2 or better diagonal T Vertical length shown bracer single 8' In table above, or double cut L 1 45• as shown) at upper end, Connect diagonal at midoolnt of vertical wel ti4NE- 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 Vrl UL 1411, Refer to chart weWAWOICio• READ AND F011DV ALL NOTES ON TNIS DRAWM MWMWr= FtRMM TM DRAVING TO ALL CORRACMRS DELODDIG THE DaTALLM - russes require extrew care In fobrlcathp, handing, shbpYno, hstaUYtp ord bracY p Rsf ow the latest wdlibn of DCSI (BuldWQ Conponfnt Safi, orwtbn, y TPI and SDW for ctices prior to perforNrg these functions. Installers shall provide tinip ryy bracYqpe has — twd otherwise, top chord shall have properly attached structural shentheg ord a have a properly ottoched cwLLg. L;rath— shown for permonwnt lateral resiroht ll have brnhig kntatted per HCSI secibns 83, D7 or 1110, as applkable. Apply plates to truss and VZ:Has shown above and on the Joint Detals, unless noted otherwise. er to draw 1n60A-Z for standard plate posltions• pox, a dNbbn of ITW Duidrnp Cwporents Group Inc. at not bf responsible for anyden4atl d—I g, any failure to buld the truss In with ANSLTPI L or far hondsg, dui attation L cu brae of trusses. ktoowal pon this drawbg or cover Ilsteg this dro.1n , Idcetwe acceptance of profe..Ywd any s3r++cty a^sty so41y ddini dean. Tlr sr I:ty and —,of this dhvwYg tine 9Ahig Designer ps, ANSI/TPI 1 Sec2. For rare Information see thk ,pb's gwral rotes gpaappee and these web sites, ALPINE, wwwalpinekw.coml TPI, wew.tpbutary SHCM wwwuhtxidustryaral ICG www)crsofwarp T O he • erru a••'• o ua Bracing Group Species and Grades, Group Ai S ruce-Pine- Fir Hem -Fir Nl / #2 Standard # 2 Stud 3 Stud 1 # 3 IStandard Dou las Fir - Larch Southern Pinewww 3—dE#3 Stud Stud Standard Standard Group B, Hem - Fir 1 E. Btr 1 Do u Ins Flr-Larch Southern Pinewws 1 #1 2 # 2 lx4 Braces shall be SRB (Stress-Roted Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lOd (0.128'x3.0' nW nails. X For (1) ' L' brace- space nails at 2' oc. In IS' end zones and 4' oz. between zones. BE)Wor (2) ' L' braces- space nails at 3' oz. In IS' and zones and 6' oz. between zones. L' bracing must be a minimum of 80% of web member length. ii Gable Vertical Plate Sizes ii Vertical Len th Less than 4' 0' Greater than 4' 0', butless than 1l' 6'Greater n3X4 than 11' 6' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT. LD, 60 PSF MAX. SPACING 24. 0' REF ASCE7-10- GAB14030 DATE 10/01/ 14 DRWG A14030ENC101014 CLR Reinf orcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcementl or reinforcement method is desired. L-Relnf. Notest This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Relnf. Scab Relnf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2xB 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x6( T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web, Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, Scab Reinforcement) Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c, Reinforcing member Is a minimum 80% of web member length, Scab T-Relnf. L-Relnf. ST i vAmmlr,- wa elm fnLm &L wrrs ow T1°s mAtfD1° ' O. DT[fT L PSF REF CLR Subst, PWr— F1WMH DaS DRAWING TD M.L.ALLC Rg TIE RACUln DICLUDDfSTALlERi e Trusses require extrene care In fabricating, handling, shipping, InstalUYp and Rif to and) fallow tIis latest edition of HCSI (Hording Cawpsx.nt Safety Infariwtkw by TPl a d ssCa f TC DL PSF DATE 10/O1/14 prnotices Prior to prrforwlng these functions. Installers shall provide tewporary brnc pe Unl.ss noted otherwise, tap chord shall have properly attached sty tural shenth.p bo dial.+ SAT Q ' = BC DL PSF DRWG BRCLBSUB1014 shall haveaproperlyattachedrigidcalling. Locations shown far prnwnent lateral restraint webs e slwit have bracing Installed per HCSI sections H3, H7 or H30, as applicable. Apply plates to a d of truss and position as shown above and an the ,mint Details, unless noted otherwise. . • kr( BC ILL PSF Refer to drawings 160A-Z for standard platy positions. ti Alpine, a dNisio n of ITV BAdrnp Co nponents Gr'odq Inc shall not be responslblr far onY devk • •• AN rrWCDMPAWthisdrawing, any folue to build the trnass it confornance with NISI/TPI L or for handUng F. `•e. .• TOT, L. D. PSF Installation a bracing of trusses. e.u..w• A srel on this drawing or cover listing this drawing. indicates acQptorce of proPesel..l SSA N Al. E 13723 RiverportDrive •rinp s ro l1ty solely for the IsIgr shown The and due oI this drn sune2oo F for struc*rera s tl. resp..buty of ti. sacra n.. pR Nsfiml I sere g qyf DUR, FAC, Maryland Heights, MO63043 For worn if —tin wr thisJob's general notes papa and these web site. Mfp/Ifwto& SPACING ALPIND ww—ApMlt—on; TPI, ....tpi st.orgi SHCAo wwwsbdndustry,orgi ICa wwNccsafr.org 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 Building 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. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflectlon 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 Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note, The @llk th ez n k 24 0,75' (horizontal) 1,25' (horizontal) 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 0,25 x Deflection from Live Load) + 1,5 x Design Dead Load Deflection) load may be considerably less than hDad, r VNNDKWM 1iM am MUN M.L WTU w TM nwWM . U, 708 t REF DEFLEC/CAMBrwTwenWWHnaSHRAWIMTn CWMACMU ,.r, na,hr ne mar • Trusses r.gAre extreme core n fobr icatlnp, hordllnp, shipping, natalUno and bro Ref to WO follow the latest edition of HCSI ®hadhg Component Saf.ty Infornatbn, by TPI and s f etg ; DATE 10/01/14 ctlers prior to prrforminp these functions. Installers shall provide to ywvnotes' ath erwlse, top chord shall have property attochod structiurm shheaarh0 22 chard __= D R W G D E F L C A M B 1014mshallhaveaproperlyattachedrrlIpplIddc.KWO Locutions shown for permanent lateral rest a SAT © ' A. llTT7T shall lave brndnp nstnllyd per SCSI sections H3, H7 or 810, as opollcable. apply plates to /o d &H of truss and ppoosltWrh os shown above and on tfhr Joint Details, ewe noted oth.rrls.. Refer to dens% I Q41 for stondord plot. posRk— . A 0 44l CQ plplrh., o cubism of ITV HulldLd he tru . 1 troop Inc. shop not SI rrsporoM for A seaPh •• 1Pl1iWCOMPYWY this drawbhg, any fallure to ba the truss n onfor- rah nlsurPl I, or for hewe. r• ,` nstollatlon a brackho of trusses. e.Ye,...• A seat on this drawnp or cover pap. Uetnp this drarbhp. Indicates —.pt.— oP 13723 Riverport Drive e. o.t1' sdKY fv' the deslvh shorn The *uMm Rlty and use of *ft suae 200 far o. y b tie rtapw sthtlty of iir aadnp Hesb.vr per Almrml s s.cz. Aq r 0 A' Ntt Maryland Heights, MO 63043 For mare nformatlon see this Jobs p.—t notes papr and thew rob sites lot* utLPD1Eiww.alpn.lt..coml TPI, ...Apnst—W SHCM rwesbcbadustry—W ED w...1ccwfe.arH T' ReinforcingMember Gable Truss Gable Detail Far I Pt -in VPrtirnlc; s Plate pproprlate 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 lopped plates to span the web. 2* 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsr 10d Common (0,148'x 3',min) Nalls at 4' o,c. plus 4) nails In the top and bottom chords, Toenalled Nallsr 10d Common (0,148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED1O1014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A200VQP D101014S11515ENC100815, S12015ENC100815, S14015ENC1008 tiiS 004 S18015ENC100815, S20015ENC100815, S20015END O1 11100 It S11530ENC100815, S12030ENC100815, S14030E 8 tofjt` S18030ENC100815, S20030ENC100815, S2003 0 1r4.,°\x20(13 See appropriate Alpine gable detall for max r 1n0 Inad gn 1 v I r•• No. Z08 1 T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -Hall To convert from 'L' to 'T' reinforcing members, multiply ' T' Increase by length (based on appropriate Alpine 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. eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c, SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1, 30 x 8' 7'= 11' 2' T' Relnf, Mbr. Size T' Increase 2x4 30 2x6 20 nawARNDJ1ia READ AND Fnlav ALL NOTES ON Has DRAVD1Ti REF LET -IN VERT WRIMP[BtTA1NTsa FURIaSH THIS BRAVING TO ALL CONTRACTORS DN UMM THE DUTALLERS : • $ Trusses require extreme care In fabricating, handling, shppknp, InstallInp and broctro. Refer WWI T • ; followthelatestrationofSCSI (BuldN Component Safety Information, by TPI and SBCA) for fety • $ AI DATE 10/01/14 practkrs prior to performing these functions, Lnstotters shall provide tent-y bradro per ' Unless noted otherwise, top chord shall hove properly attached structwal sheathsrg and bott • : F DRWG GBLLETIN1014 w• shall hove a properly attached rigid ulhg, Locations shown for permanent lateral restraInt oGw • • d jR shop have and position Metalledper above sections the J or DDID,etails, asapWkaWr. Apply plates to each 0 (I II ofe truss and position as shown above and on the Joint Deta0.s, unlras noted otherwise. •• • LL r RePr10 rtodrQvkVx16DA-Z for lsntpandard plate positions. y ^ s•• osrni r+•`•• JVItTWCOMRAPIY thh 1tat. g nnynof ITW falw i bu0.dt a trusstIn Znf=ncw with MISLTPI responsible notbe . rfor hardllnyrvlos fr , Instouation bracing of trusses. oNAL ti ` MAX, T T, LD, 60 PSF A seal an this drawing ar cover pegs Usting this drawing, Indicates ¢ct rqp art a of professional 'HMbWygrRtMn` DUR, FAC, ANY 13723 River ortDriveyysolelyfortheI 'a sham The omd use of this des Suite 200 P For any b `tthr responsibility o' nw HWldtip Deslprr DK MISLTPI 1 See8 g OA #Ot R 2018 Maryland Heights, MO 63043 For more Information sw this Job's general notes page and tee wwb sites - MAX. SPACING 24,0' ALPINE, ww.alphWtw.coml TPI, ww.tpinst.orgl SBCA, wwsbclndustry,orgh ICG wwwJccsafworp STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q* ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 O 2) 10d COMMON (0.148'x3A') OR BOX/GUN (0.128'x:3 NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4>10d BOX/GUN (0.128'x3.0') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- 0.148'x3'> NAILS OR 4) 10d BOX/GUN Mi2B'x3.0') NAILS attachment methods O AT EACH END. STRONGBACK BRIDGING SPACING REQUIREMENTS o ID' None re ulred o 20' 1 row(at center ofoEt2roesaateachY3 ) o 3 rows 0 at each 1/4 mhW 4 ross at W oc ts) Now -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.' Now -The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting in an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c, (max,) pi. -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' is an Important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information), ATTACH M.•. • s: 1A/ i4TDwl • 2) #10 • ••• STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 9F-t* ' aDral"IroF RMAGINN mil, = To A L"CG 471= CM VACUMM T1D1°,E >aF $ 47 p, 70$ i < TC LL PSF REF STRONGBACK Trusses require extrem care in fobrlcatlrU Fnndkp, Ysft ord Ref.2 to fallow the latest edition of Bcsl t&adng Component mset y °"ornat4 TVI and` sek*!,-' ea`tl, TC DL PSF DATE 10/Ol/14 practkes prior to performing these functions. Installers shall provide terporory _bra• .. ss ntted otherwise, top chard shall have properly attached structural shwa BC DL PSF DRWGshaohaveaproperlyattaaadriIddcwRilLocationsshownforpernonentlateralreiSATciSTRBRIBR1014 shall have brat p Installed per BCSI sectioro B3, D7 or B10, os nppk*Me. Apply platee rof trussandpe`sition as sheen above and on the Joint Details, unless noted otherwise. . L BC LL PSF L IJ— Refer to drawYps 160A-Z for standard plate positions. i • ra Alpine, a division of ITV H I p Components Lit. shall not be re for on devla owe V r ANIIWCOMPANYthisdro.Yp any fauure to bull the truss n c anfornonc. with aavrpl f or f r na.xa ® e l .'• `, TOT. LDS PSF nstatlatbn b bra ig of trusses. ••...mm... i A seat on this drawYp or cover listing this draebo indicates accePt.mr.. of proPessbnol V for., CttK.'°`'`yr.>p. ofshower. The s abuty and n of this dra..,g ScS'IQ A DUR. FAC, 1.00 13723 RiverportDriveanyldbpDeslprner , 1 Seca I ' 'rtt Suite l200dHei his, MO 63043 For pore nfornation see this Job's general notes ppaaP and these web sites, / jVAM Y 9ALPnr, www.alpneltuzonu TPI1 www.tpnst.org, SBCa NowsbcMustry.orgi IM ewwlccwf..ory SPACING b RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification 1 8- 2 3 1 7 6 DING Permit # Project Location Address 2'1 SANFORD m- 12 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.floridabuildino.oro. 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-R4 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 Hung 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-R15 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 I Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other 1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5,'. Shutters Accordion Bahama Colonial Roll up j Equipment j Other 6. Skylights Skylights Other 71. 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-R7 Insulation Forms Plastics Deck / Roof June 2014 Wall Prefab Sheds Other 8. New Exterior Envelooe Products Applicant's Signature Applicant's Name _Tracy Wiggers_ Please Print) Tune 2014 W 22ers, Tracy From: Doyal, Danielle Sent: Monday, May 14, 2018 5:00 PM To: Kipp, Dylan; Wiggers, Tracy; Parks, Kami; Barnhart, Linda; Edwards, Elaine; Dukes, Keith; Weber, Cathy; Himmelrich, Jeff; Burke, Thomas Subject: CARE Project tomorrow Hey there, I am so excited for you to be working at our BASE Camp project tomorrow. Here are a few FYI's: 1. BASE Camp is located in a brick office building. They own a suite on the first floor and we will be using the back door to enter the space. The back door is located right by the POD in the parking lot. 650 Wymore Rd. Winter Park, 32789 is the address. 2. Please remember to wear your CARE Shirts! If you don't have one, I left a few extra in various sizes in on the kitchen counter. 3. There is a neon orange clipboard that is hanging on the "girls rooms" door. Please have someone log the number of volunteers that are working on your shift. ( I have to report back to HST at the end of the project.) 4. Water bottles are located in the mini fridge in the "boys room" for you to enjoy. THANK YOU SO MUCH for all of your help. Please feel free to contact me with any questions: 352 279 0505. PS: We can never have enough pictures and videos. Da*t t ,-, Doya.L Warranty Coordinator I David Weekley Homes 225 S. Westmonte Dr. Suite 2000 Altamonte Springs, FL 32714 407 865 8235 Direct I Orlandowarranty@dwhomes.com CITY OF PERMIT APPLICATIONSANFORD BUILDING DIVISION Application No: ff 7.231 Flo # A r t`rot. Ywl1 oz (In VYY ) Job parcel ID. Type of Work. New Description of Work- City, St, Zip: Bonding Company: Address: 0 j fc ee Historic District: Yes n Non Residential 0 Commercia[Fl n Alteration E]Repair E] DemoEl Change of UseEl Move 11 E- rnaih 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 NOTICI-. OF COINIMENCEMENT MUST BE RECORDED AND POSTFI) ON THE JOI; SITE BEFORE THE FIRST I.NSPU'.CI'ION.. IF YOU IN'ITNI)TO OBTAIN FINANCING, CONSULT' WITH YOUR'LENDERORAN ATTORNEY BEFORE RECORDING YOUR NO110EOFCOMMENCEM.ENT Application is hereby made to obi-jin a permit to & the work and installationsas indicated. ICertify that no work orinstallafion has cmninenced lynor to the issuance of permit and that all ivork ovill be perlormed to tnect standards -'of all hi,ys regulating construction in this )urisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tunics, and air conditioners, etc. r •• AiOTiCE: In additiun to the requirements or this pcnnit. there may be adctitiuna! restrictions applicable to this ptupetty that stay t)t; faand in the public records of this cuunty. and there may be additional permits required =rom uth_r gov—,mincntal eluities nch :c, water tnnnaremeni districts, state a,encics. or l'cdcrtl rgencies. Acceptance of permit is verification that I will nn ify the owner of the property of Qtc rcqu ircnicnis or Florida Lien Law, FS 7 t The City of Sanford requires payment ofa plan rcvic\v rce at the time orpcnuit submival. A copy of the executed contract is required in order to calculate n plan review charge and will be considered the estimated constmction value of the lob at the time of sublttittal. The q.-tual construction value will lie figured based an the current ICC Vnluadrn Table in cfrcct nt the tire- the pcnnit is i,su.d, in accardancc will) local ordinance. Shouid calculaled charges figured otf the executed contract exceed the newel construction t'a!u crr:dit will be applied to your permit fees when the permit is issued. O NNER'S AFFIDAVIT: I certify that .111 of the foregoing information is accurate and that .111 Nrurlc will be done in compli.ince with all ;Ipplicable Inrvs regulating construction and zoning. SitnalutectOu^.r:clJlgnt Mile Sig -au •rilcr.'Agem 1`tint 7s;fu!:1};c !'s l artt= Sipit;rtco( ntary-$tarotirTirritla Dart Owner/Agent is Personally Known to Ivle or Produced ID Typc of ID Prie¢ Cur:r::;:or/r\grnl's `a^u — S`*strtutco(.:oo.--iln.,. (FIxiJ:, Ds:c Coil II—w.: l:\2cnt is Pcrsonally Kno:xn to Ndc or Produced lD Type r)f lD BELOW ISFR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plutnbing Gas Roof Construction Type: Occupancy Use: Total Sq Fit ofBldg: Min. Occupancy Load - New Construction: Electric -;!1 of Amps Fire Sprinkler Permit: Yes i`to APPROVALS: ZONING: CONNLMEN'rs: Itcviscd: lane 1tt.1 tt I5 Flood zone: tii' Stories:_ 1'lutnhiug - ; of Fixtures I l o; llcads hire Alarm Permit: Yes No UTILITIES: 1-NGME E, ICING: 171RE: WASTE WATE:P.: 13UIL1)M1 ,G: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION s BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002317 Date 8/16/18 Application pin number . . . 065484 Revision number . . . . . . . 1 Property Address . . . . . . 2910 GIPPER CIR Parcel Number . . . . . . . . 22.20.30.520-0000-0120 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 294387 Application desc noc on file 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 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2709.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1071018 Permit pin number 1071018 Sub Contractor SPEGAL PLUMBING LLC Permit Fee . . . . 114.00 Issue Date . . . . 8/16/18 Valuation . . . . 0 Expiration Date . . 2/12/19 Qty Unit Charge Per Extens: 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114 Special Notes and Comments All projects within the City shall use CITY OF SANFORD wastePro for debris removal. Please iHF CUSTOMER RECEIPT contact wastePro at 407.774.0800. Oper: ANTONINIL Type: OC Drawer: 1 Normal hours for inspections are from Date: 8/20118 01 Receipt no: 179292 7:30 through 4:30 Monday through Thursday. Please be aware you must Year Number Amount contact the Building Official to 2018 2317 schedule a Friday or after hours 2910 GIPPER CIR inspection. This is required since not SANFORD, FL 32773 every inspector is licensed to do every Bp BUILDING PERMIT RECEIPTS type inspection. Communication is the 143.83 key, so please contact the Building Official if you have any questions at Tender detail 407.688.5058 or at CC CREDIT CARD 143.83 dave.aldrich@sanfordfl.gov Total tendered 143.83 Utility services are form Seminole County Total payment 143.83 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 Trans date: 8120118 Time: 7:55:34 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1110.00 02-CURB CUT/DRIVE - S/F 40.00 01-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. 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 . . . 18-00002317 Date 8/16/18 Revision number . . . . . 1 Property Address . . . . 2910 GIPPER CIR Parcel Number . . . . . . 22.20.30.520-0000-0120 Application description . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . Property Zoning . . . . . GENERAL COMMERCIAL Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1071018 Permit pin number 1071018 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PLOS PLUMBING FINAL / / kP T CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application. No: f Documented Construction Value: ter f Job Address: _ 2,' u ` 1 °'" i; it historic District: 'es gist Parcel ID: Residential Cornmereia I Type of Work: NeWR Addition Alteration Repair Demo Change of Use imove ! .i Description of WorknpI . re :.. Plan Review Contact Person: Title: Phone: Name Fax: Email: Property Owner Information Phone: Street: :Resident of property? : -- City, State Zip: Contractor Information Name .,. _ "'/','_ :,.. ._. Phone: Xe" - Street: a^ j% (`//`,%,` j'— Fax:/ City, State Zip: lS`/r'1 ')!" ' f'` _ State l.,icense No.: 2 r Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOt a PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 3E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO'L INIIEND TO 01NI l!'N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 12ECOI DINC; YOUR' NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated_ f certify (fiat no work or instal!at o'21fh commenced prior to the issuance of a pen -nit and that all work will be performed to ,,neet standards crf all laves regulati ng comtrt:Or, in this jurisdiction. I" understand that a separate permit must be secured for electrical work, plumbing, signs, veils; furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 165.3 Shall be inscribed with the date of application and the code in effect as of that (late: 5111 l.'ditioo (2€)14) trio ida ,luil ,in', f fld Revised: Alm 30, 2015 Permit App icrtir;n NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that n)ay '-=o found in the public records of this county, and there may be additional permits required from OtheT governmental entities Such as w., management districts, state agencies, or federal agencies. Acceptance of pen -nit is verification that I will notify the owner of the property of the requirements of Florida, Lic.-n La,Al, FS -1, 13. The City of Sanford requires payment of a. plan review fee at the time of pen -nit 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 tine of submi'mi'l. The actual. construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, ;11 accordance with local ordinance. Should calculated charges figured. off the executed contract exceed the actual c(nistructioll value:, credit will be applied to your pen -nit fees when the pen -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all vorl% .vill be done in compliance with all applicable laws regulating construction and.,4011H,11a. rA 12 Signature ofOvaicr/Agent Date SignOure ofCon-Oraclor,'Ageru Dau, V Print Owner/Agent's Name Print Con"100A.(,ent's Name Signature of Notary -State of Florida Date i'gp-attlre orNntal)-stAc-or Florida CHAG W t3WDERY MY C()k.'MISSION' # pPKj7Xp1,R_-S Apr 25, 2.020 1 8 ) s- f 4 0-1 N 3-9 Owner/Agent is Personally Known to Me or Contractorally K -vVilto, rig -ell p7ers -J on, -no 1,40 o Produced 11.) Type of ID Produced ID 1` YyF)e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building —1 ,F] Electrical Mechanical Plumbing GassL—] Roof [.7 J Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Strut ies: New Construction: Electric - # of Amps Plumbin(l, - 9 offixtures Fire Sprinkler Permit: YesEl No F] 4 of Heads Fire Alarm Permit: Yes 11 No[_—] APPROVALS: ZONING: UTILITIES: WASTE 1X'A.TFR: ENGINEERI NIG: FIRE: K)ILDING: COMMENTS: Revised: June 30,2015 Permit Appfi-,aiion IP Revision City of Sanford Response o Comments Jul b, 'rid Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 i Email: building@sanfordfl.govBy;._- .1 Permit # G 2 3 -1 Submittal Date U (Z Project Address: Contact: Ga Ph: .(O Fax: Email: & --z.E S 20U3 UL Trades encompassed in revision: wilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: t b PEM SWOA-1 6F -A04E T) 16 00( M 20(-4 ROUTING INFORMATION Approvals RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot12ReaganPointe7510AN Builder Name: David Weekley Homes S Street: 2910 Gipper Circle Permit Office: 1 0City, State, Zip: Sanford , FL , 32773 Permit Number: 8 - 2 3 17 a Owner: Jurisdiction: 690000 TME Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1387.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft2 6. Conditioned floor area above grade (ft2) 2174 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(358.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 a. U-Factor: Dbl, U=0.34 278.02 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 40.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.322 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 ft2 b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft2 None c. other (see details) R= 470.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.165 Total Proposed Modified Loads: 72.38 P PASSTotalBaselineLoads: 72.33 I hereby certify that the plans and specifications covered by Review of the plans and O 111E ST,gl this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance u4N with the Florida Energy Code.ORussell BY:P HenryBeforeconstructioniscomletedPREPARED DATE: June 16,2018 this building will be inspected for compliance with Section 553.908 1 hereby certify that this buildingrsde n6d,)is in compliance Florida Statutes. with the Florida Energy Code. OD C¢ OWNER/ AG NT,- BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier 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 6.50 ACH50 (R402.4.1.2). 6/ 16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lotl2ReaganPointe7510AN Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2174 Lot # 12 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: 2910 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 690000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_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 1 st 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 Carpet 1 Raised Floor 2nd Floor -___ ---- 95 ft2 13 0.3 0 0.7 2 Floor over Garage 2nd Floor ____ ---_ 375 ft2 13 0.3 0 0.7 3 Slab -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 v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1462 ft2 230 ft2 Medium 0.85 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1387 ft2 N N i 6/16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 130 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Ornt Tn Wall Type Space 1 SW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft2 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1st Floor 7 48 6 9 4 452.7 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1 st Floor 7 30 0 9 4 280.0 ft2 0 0 0.6 0 9 - Garage Frame - Wood 1 st Floor 13 38 5 9 4 358.6 ft2 0 0.23 0.01 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 3.0 ft2 1 ft 4 in 1 ft 0 in None None 2 SW" 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 3 SW 2 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 11 in None None 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 3 ft 8 in Drapes/blinds Exterior 5 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 4 ft 9 in Drapes/blinds Exterior 5 6 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 6 ft 2 in Drapes/blinds Exterior 5 7 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 10.3 ft2 1 ft 4 in 7 ft 8 in Drapes/blinds Exterior 5 8 NE 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 3 in None None 9 NE 6 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft2 15 ft 4 in 1 ft 8 in None Exterior 5 10 NE 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 ft2 1 ft 4 in 11 ft 11 in Drapes/blinds Exterior 5 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 12 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 54.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 13 NW 8 Vinyl Low-E Double Yes 0.55 0.43 N 80.0 ft2 6 ft 6 in 0 ft 1 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft2 375 ft2 64 ft 9.33 ft 1 6/16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-9017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 2152.4 118.17 222.23 .3392 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 40 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 ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 434.8 ft Attic 108.7 ft Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y MarCoolin H Jan Feb HXHeatingJanFeb Mar Ventin Jan Feb Mar Ceiling Fans: A r [ ] Ma [ j Jun X Jul Au Xj Se Xj Oct APr [ ]May [ ] Jun Jul XjAuSep Oct X] Apr [ ] May [ ] Jun ( Jul Aug Se Oct Nov Nov HNovDec HDec Dec6/ 16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 6/16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 r• FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: 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: 2910 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1387.00 ft2 2174 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 278.02 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 434.8 80.00 ft2 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 a. Electric Heat Pump 3.322 ft. 0.329 Area 14. Hot water systems 917.00 ft2 a. Electric 787.00 ft2 b. Conservation features 470.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspec4e^ Otherwise, a new EPL Display Card will be completed based on installed Code com IDf'ant flatures. Builder Signature:JA 1 Date: 7 ( 's Address of New Home: G I (r C,7IPpfi2_CJOLC LC City/FL Zip:1E (. kBtu/hr Efficiency 40.0 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat yo4- oaE srgTLo cal _ati`li.. U o 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. 6/16/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 to roof cap ` NER'S BAT w/fan Nuton 696RNB -`- ^ 10x6 d W BEDRM 2 t6 1.cd 60 12.12 14' tp9 OWNER'S RETREAT I4x8 70 IIx14 texl2 rap \ jlllBEDRM3 6, true t.cd____.___ 7' 3.5 ton ./M. 240v 4* 18x13 plan 24xl4 rad olatforn by uc4• drys dt dr to roof cap scale M1/8•l'0' dryer vent box HWEYWELL 2 Z01E DAMPER SYSTEM HZ221K w D16TZ ARDl4TZ. n IETZ DATS C7735A 1000 TH63e011200BDAG TH632W20080AG 40va trans HONEYWELL Y8150 FRESH mr AIR VENTILATION SYSTEM w 61 SNAPLOCK, FLEXABLE METAL PIPE, 13R FLE% I ` \ INSULATE W/ L5 IN V DUCT WRAP WALL CAPSE I x1. F 150 FRESH AIR DAMPER OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP Transfer ducts/grilles sized In compliance with Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. 42X42 A/C SLAB BY BLDR MIN 2' FRI Rating Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation v 6 0 03 o L 0 ov O V IKV. N Co O! ZO N O w lu CU Q N, co F N Y 4- 0 01 O O 3 CLN C575CU p1 O O_ M d lf7 l I J LL. ZO Ir N r m LU > Z o Z Q 5 J O 5 Q mCLJlnon QDEL-Alm Manual S Compliance Report Job: Lot12ReaganPointe7510... Date: March 16, 2018 NV=G • AIR CONOmONING Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes, Lot 1 2ReaganPointe751 OAN 2910 Gipper Circle, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30833 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.2°F Latent gain: 5488 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.OoF Total gain: 36321 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31294 Btuh 101% of load Latent capacity: 7377 Btuh 134% of load Total capacity: 38670 Btuh 106% of load SHR: 81% o s •PILMEMEEMM Design Conditions Outdoor design DB: 42.3°F Heat loss: 25460 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 41000 Btuh 161% of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 68.5°F Capacity balance: 31 °F Economic balance: -99 °F Alz +j:- wrightsoft° 2018-Jun-16 08:35:02 M,•t•, •.:,,,.<».A...,,r.. Right -Suite@ Universal 2018 18.0.13 RSU24015 Page 1 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE Lotl2 D L AIR Component Constructions Job: March 6, 2018ointe7510... Date: March 16, 2018 HEATING • AIH CONDMUNING Entire House By: RH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 VVeb: WWW.DEL-AIR.COM For: David Weekley Homes, Lot12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 Location: Orlando/Jetport, FL, US Elevation: 105 ft Latitude: 28 ° N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (T) - Wind speed (mph) 15.0 Indoor: Indoor temperature (T) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 0.8 45.8 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft'-'F ft'-'F/Btuh Btuh/ftBtuh Btuh/ft' Btu Walls 12E-Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 405 0.064 19.0 1.77 719 1.65 671 gypsum board int fnsh, 2"xT wood frm, 16" o.c. stud: 12E-Osw Frm se 202 0.064 19.0 1.77 359 1.65 335 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 414 0.064 19.0 1.77 733 1.65 684 fnsh, 2"xT wood frm, 16" o.c. stud nw 228 0.064 19.0 1.77 405 1.65 378 all 1250 0.064 19.0 1.77 2215 1:65 2067 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 415 0.167 7.0 4.63 1920 4.32 1791 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se 88 0.167 7.0 4.63 407 4.32 380 gypsum board int fnsh sw 233 0.167 7.0 4.63 1076 4.32 1004 nw 146 0.167 7.0 4.63 675 4.32 630 all 881 0.167 7.0 4.63 4077 4.32 3805 Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 337 0.096 13.0 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 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, he 31 0.340 0 9.42 294 26.4 824 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 6.67 ft head ht 1 OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 21 0.340 0 9.42 201 18.5 394 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1.67 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, ne 16 0.340 0 9.42 152 22.3 362 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.25 ft window ht, 11.92 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, se 31 0.340 0 9.42 294 22.9 716 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.63 ft sep.); 6.67 ft head ht W rightsoft, 2018-Jun-16 08:35:02 M;+.k•+ „ ++...._. Right -Suite® Universal 2018 18.0.13 RSU24015 Page 1 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.72 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, se 16 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 6.19 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, se 10 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 7.67 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, sw 3 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1 ft window ht, 0.96 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, sw 20 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.92 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, nw 42 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.27 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 54 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.27 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" nw 80 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.5 ft overhang (8 ft window ht, 0.08 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type se 24 0.390 n 21 0.390 all 45 0.390 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 gypsum board int fnsh Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, amb 95 0.050 ovr 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 378 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 C -Fk wrightsoft" ACC,, N...,,,,.,._.,u..,.... Right -Suite® Universal 2018 18.0.13 RSU24015 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 0 9.42 98 22.9 239 0 9.42 147 22.9 358 0 9.42 98 22.9 239 0 9.42 28 12.2 37 0 9.42 188 20.1 402 0 9.42 226 26.8 644 0 9.42 392 22.3 929 0 9.42 509 22.3 1206 0 15.2 1219 39.0 3116 0 10.8 259 12.0 289 0 10.8 230 12.0 257 0 10.8 490 12.0 545 38.0 0.72 1001 1.41 1965 19.0 1.39 131 0.72 68 19.0 1.39 523 0.72 271 0 27.4 3233 0 0 2018-Jun-16 08:35:02 Page 2 gQ Project Summary REAMG•AIR CONOmONING 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, Lot 12ReaganPointe7510AN 2910 Gipper Circle, Sanford, FI 32773 Job: Lot12ReaganPointe7510... Date: March 16, 2018 By: RH Notes: Flipped to Garage Left per the builder. e ter. t - .s U sf n Information :. , Weather Winter Design Conditions Outside db 42 °F Inside db 70 °F Design TD 28 °F Heating Summary Structure 20784 Btuh Ducts 3158 Btuh Central vent (50 cfm) 1518 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 25460 Btuh Infiltration Method Construction quality Fireplaces Orlando/Jetport, FL, US Simplified Average 0 Heating Cooling Area (ft2) 217g 2174 Volume (ft') 21080 21080 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 AHRI ref 9162578 Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 25384 Btuh Ducts 4491 Btuh Central vent (50 cfm) 959 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30833 Btuh Latent Cooling Equipment Load Sizing Structure 3088 Btuh Ducts 849 Btuh Central vent (50 cfm) 1550 Btuh Outside air Equipment latent load 5488 Btuh Equipment Total Load (Sen+Lat) 36321 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0420000A0 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 10000 Btuh Temperature rise 28 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.045 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 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Jun-16 08:35:02 m Right -Suite® Universal 2018 18.0.13 RSU24015 Page 1 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE DEL AIR Right-.10 Worksheet Jff=-AMCORM OMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 VVeb: WWW.DEL-AIR.COM Job: Lot12ReaganPointe7510AN 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 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 241.5 ft 5 Room area 2308.5 ft' 241.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area M Load number Btuh/ft-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V/ L- 12E-Osw Fri wall, st 0.064 ne 1.77 1.65 437 405 719 671 0 0 0 0 G 2B-2fv 0.340 ne 9.42 26.41 31 0 294 824 0 0 0 0 WI 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 453 415 1920 1791 154 154 712 665 10C-v 0.340 ne 9.42 18.49 21 0 201 394 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 16 0 152 362 0 0 0 0 W. 12E-0sw Frm wall, st 0.064 se 1.77 1.65 270 202 359 335 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 31 0 294 716 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 10 0 98 239 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 16 0 147 358 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 10 0_. 98 239 0 0 0 0 V- D 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 112 88 407 380 0 0 0 0 11DO 0.390 se 10.80 12.03 24 24 259 289 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 437 414 733 684 0 0 0 0 2A-2ov 0.340 sw 9.42 12.23 3 3 28 37 0 0 0 0 I-G 0.340 sw 9.42 20.11 20 5 188 402 0 0 0 0 UV 2A-2ov 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 257 233 1076 1004 0 0 0 0 G 2B-2fv 0.340 sw, 9.42 26.82 24 0 226 644 0 0 0 0 IWI 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 270 228 405 378 0 0 0 0 G 2A-2ov . 0.340 nw 9.42 22.34. 42 0 392 929 0 0 0 0 IW 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 280 146 675 630 131 51 234 219 2A-2ov 0.340 nw 9.42 22.34 54 0 509 1206 0 0 0 0 2A-2ovd 0.550 nw 15.24 38.95 80 0 1219 3116 80 0 1219 3116 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 358 337 896 516 0 0 0 0 D 11 DO ,_..... 0.390, n 10.80 12.03 21, 21 230 257 0 0 0 0. C 16B-38ad 0.026 0.72 1.41 1390 1390 1001 1965 0 0 0 0 F.. 20P-19c 0.050 m 1.39 0,72.. 95„ 95 131 68 0 0 0 0 F 20P-191 0.050 1.39 0.72 378 378 523 271 0 0 0 0 F 22A7tpl„ ., . „ 0.989. 27,40, 0.00 918 118 3233 0 242 31 836 0 6 c) AED excursion 1347 761 Envelope loss/gain 16412 20049 3001 4761 12 a) Infiltration 4372 1415 495 160 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) 20784 25384 3496 5981 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20784 25384 3496 5981 15 Duct loads 15% 18%1 3158 4491 101% 10% 350 598 Total room load 23942 29875 3845 6579 Air required (cfm) 1333 1333 214 294 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoT-[^ 2018-Jun-16 08:35:02 9Right-Suite® Universal 2018 18.0.13 RSU24015 Page 1 lCZP. 2ReaganPointe7510AN\ Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 1 DEL -AIR Right-JO Worksheet A''° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot12ReaganPointe751OAN Date: March 16, 2018 By: RH 1 Room name dining kitchen 2 Exposed wall 34.0 ft 37.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 193.0 ft 1.0 x 444.8 ft 5 Room area 193.0 ft' 444.8 ft' Ty Construction U-value Or HTM Area (ft0 Load Area M Load number Btuh/W °F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val 12E-Osw Frm wall, st 0.664 ne 1.77 1.65 0 0 0 0 v 0 0' 0 0 2B-2fv ne 9.42 26.41 0 0 0 0 0 0_ 0 0 13A-7ocs Blk wall, s 0.340 0.167 ne 4.63 4.32 51 30 139 129 191 175 810 756IW - 10C-v 0.340 ne 9.42 18.49 21 0 201 394 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 16 0 152 362 12E-Osw Frm wall, st 0.064 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov -_ _ _ 0.340 se . 9.42 22.93 0 0_ 0 0_.__ 0 0 A 00 t-D 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 51 27 126 118 11 DO 0.390 se 10.80 12.03 0 0 0 0 24 24 259 289 W 12E-Osw Fm1 wall, st 0.064 sw 1.77 1.65 0 0 0 0 0 0 0 0 I--G 2A-2ov 0.340 sw 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov------- 0.340 sw. 9.42 20.11 0 0- 0 0 0 0 0 Q 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 117 93 428 400 107 107 496 463 2B-2fv 0.340 sw 9.42 26.82 24 0 226 644 0 0 0 0 W 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 0 0 0 0 0 0 0 0 2A2ov... 0.340 nw 9.42 22.34 0 0 0 0- 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 rnv 4.63 4.32 149 95 441 411 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 54 0 509 1206 0 0 0 0 2A-2ovd 0.550 nw 15.24 38.95 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 358 337 896 516 L D 11 D0. _._ _._ .. 0.390 n 10..80 12.03 0_ 0 0 0 21 21, 230. 257 C 16B-38ad._ 0.026 O.12 1,41 0 0 0 0 0 0 0 0 0.,050 1._39 0,72 0.."._ 0..... 0 0._... 0 0 0 0 F 20P-19t 0._050 1.39 0.72 0 0 0, 0 0 0 0- 0 F - 22A-tpl- 0989 27,40 0.00 193 34 931 0 445 38 1027 0 6 c) AED excursion 473 233 Envelope loss/gain 2875 3658 3998 2527 12 a) Infiltration 552 179 609 197 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1 1200 Subtotal (lines 6 to 13) 3427 4067 4607 3924 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3427 4067 4607 3924 15 Duct loads 10% 10% 343 407 10% 10% 461 392 Total room load 3769 4473 5068 4316 Air required (cfm) 210 200 282 193 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- wrightsoYt- 2018-Jun-16 08:35:02 Right -Suite® Universal 2018 18.0.13 RSU24015 Page 2 2ReaganPointe7510AN\Lotl2ReaganPoinle7510AN.rup Calc = MJ8 House faces: SE MDEL--AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot12ReaganPointe7510AN Date: March 16, 2018 By: RH 1 Room name pwdr mstr bth 2 Exposed wall 16.0 ft 23.0 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.5 x 6.0 ft 1.0 x 134.0 ft 5 Room area 39.0 ft' 134.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area M Load number Btuh/ft? °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W W. 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 0 0 0 0 213-21v 0.340 ne 9.42 26.41 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 56 56 259 242 0 0 0 0 El10C-v 0.340 ne 9.42 18.49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 1/ 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 61 61 281 262 0 0 0 0 L-D 11DO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 0 0 0 0 99 96 170 159 LS 2A-2ov 0.340 sw 9.42 12.23 0 0 0 0 3 3 28 37 2A-2ov 0.340 sw 9.42 20.11 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 33 33 151 141 0 0 0 0 L-G 2B-2fv 0.340 sw 9.42 26.82 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 0 0 0 0 108 108 191 179 L-1. 2A-2ov _ 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 IW 13A-7ocs Blk wall, s 0.167 nw, 4.63 4.32 0 0 0 0 0 0 0 0 I--t, 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 Lt 2A-2ovd 0.550 nw 15.24 38.95 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 L-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 0 0 0 0 134 134 97 189 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 39 16 438 0 0 0 0 0 6 c) AED excursion 57 10 Envelope loss/gain 1129 587 486 554 12 a) Infiltration 260 84 360 117 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1389 671 846 670 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1389 671 846 670 15 Duct loads 110% 10%1 139 67 24% 28% 201 189 Total mom load 1527 738 1047 859 Air required (cfm) 85 33 58 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsotFt^ 2018-Jun-16 08:35:02 A0-6K Right -Suite® Universal 2018 18.0.13 RSU24015 Page 3 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE r ®EL -AIR Right-JO Worksheet Job: Entire House Date: By: DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Lot12ReaganPointe7510AN March 16, 2018 RH 1 Room name mstr we mstr rm 2 Exposed wall 4.0 ft 30.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.0 x 6.0 ft 1.0 x 237.5 ft 5 Room area 24.0 ft2 237.5 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/W-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E Osw F m wall st 0 064 ne' 1.77 1.65 0 0 0 0 144 144 255 238 26 2fy__.,.._ _... _ . , 0 340 ne-- 9 42 26.41 0 0 0 0 0........ 0 A. 0. W 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 10C-v 0.340 ne 9.42 18.49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 W 12E-Osw'Frm wall, st 0.064 se 1.77 1.65 0 0 0 0 0 0 0 0 2A-2ov 0, 340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A_2ov_.-.. m..0,340 se.. 9.42 2293 0 0 0 0 0 R 0 VD 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 IW ,._ . 12E-Osw Frm wall, st 0.064 sw 1.77 1.650 0 a.._. 0 0 0 0 0 0 2A-2ov 0.340 sw 9.42 12.23 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 sw 9.42 20.11 0 0 0 0 0 0_ 0 0 W. 13A-7ocs Blk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 L-_ G 26-2fv 0,340 sw 9.42 26.82 0 0 0 0 0 0 0 0 W 12E Osw Frrn wall, st 0 064 nw 1.77 1.65 36 36 64 60 126 84 150 140 G 2A 2ov..__ .. ..__ 0.340 w.nw. 9.42 22.34. 0 0 0 0 42 0 392 929 W 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 I-- v 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 I 2A-2ovd 0.550 nw, 15.24 38:95 0 0 0 0 0 0 0 0 P 12C OswFrm wall r 0 096 2.66 1.53 0 0 0' 0 0 0 0 0 11D0... _._ . _ _.._... 0.390 n._...._ 10.80 12.03 0 0 w.0 0 A 0 C 1613-38ad 0.026 OJ12 1.41 24 24 17 34 238 238 171 336 F..•_. 20P_.1 . ..... ..... 0 050 1 39 0.72 0 O 0 77 7 107, 55 F 20P-19t 0.050 1.39 0.72 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 9 277 Envelope loss/gain 81 85 1074 1975 12 a) Infiltration 63 20 470 152 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) 144 105 1544 2957 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 144 105 1544 2957 15 Duct loads 24% 28% 34 30 24% 28% 366 833 Total room load 178 134 1910 3790 Air required (cfm) 10 6 106 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-Jun-16 08:35:02 AC5A ., w,.,_,.._ :.............. r,_., Right - Suite® Universal 2018 18.0.13 RSU24015 Page 4 2ReaganPointe7510AN\ Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE EL --AIR Right-JO Worksheet rU r-AMrxNmrmNM Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lod 2ReaganPointe751OAN Date: March 16, 2018 By: RH 1 Room name mstr wic util 2 Exposed wall 5.0 ft 6.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 98.0 ft 8.5 x 6.5 It 5 Room area 98.0 ft' 55.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft2 °F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S. Heat Cool Gross N/P/S Heat Cool 6 V V L--G 12E-Osw Frm wall, st 2B-2fv 13A-7ocs Blk wall, s 0.064 0.340 0.167 ne ne ne 1.77 9.42 4.63 1.65 26.41 4.32 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 59 0 0 104 0 0 97 0 0W 11 I _ F--c3 Imo, 10C-v 2A-20v 0.340 0.340 ne ne 9.42 9.42 18.49 22.34 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 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov1_, 0.340 0.340 se se 9.42 9.42 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WT-D 13A-7ocs Blk wall, s 11DO 12E-Osw Frm wall, st 0.167 0.390 0.064 se se,_ sw 4.63 10.80 1.77 4.32 12.03 1.65 0 0 45 0 0 45 0 0 80 0 0 74 0 0 0 0 0 0 0 0 0 0 0 0W 2A-2ov 2A-2ov, 0.340 0.340 sw sw_ 9.42 9.42 12.23 2011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wi 13A-7ocs Blk wall, s 2B-2fv 0.167 0.340 sw sw 4.63 9.42 4.32 26.82 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 W 12E-Osw Fmr wall, st 0.064 nw 1.77 1.65 0 0 0 0 0 0 0 0 W 2A-2ov 13A-7ocs Blk wall, s 0.340 0.167 0.340 nw. nw nw 9.42.. 4.63 9.42 22.34 4.32 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Et2A-2ov P 2A-2ovd 12C-Osw Frm wall, r- 0.550 0.096 nw 15.24 2.66 38.95 1.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L---D 11 D0 1613-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 98 0 98 0 71 0 138 0 55 l) 55 0 40 0. 78C F 20P-19c 0.050 1,39 0.72 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-tpl_...__ 0.989 27.40 0.00 0 0 0 0 Q 0 0 0 6 c) AED excursion 19 64 Envelope loss/gain 150 194 143 111 12 a) Infiltration 78 25 102 33 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 229 219 245 744 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 229 219 245 744 15 Duct loads 24% 28% 54 62 24% 28% 58 210 Total room load 283 281 303 954 Air required (cfm) 16 13 17 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt tsoft^ 2018-Jun-16 08:35,02 AC A Right -Suite® Universal 2018 18.0.13 RSU24015 Page 5 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE t, ®EL -AIR Right-JO Worksheet U°TMG-AMC° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 VVeb: WWW.DEL-AIR.COM Job: Lot12ReaganPointe7510AN Date: March 16, 2018 By: RH 1 Room name bdrm 2 bth 2 2 Exposed wall 14.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 170.8 ft 10.0 x 5.5 ft 5 Room area 170.8 ft' 55.0 ft' Ty Construction number U-value Btuh/ft- °F) Or HTM Btuh/ft') Area (ft') or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W W 12E-Osw Fmi wall, st 2B-2fv 13A-7ocs Blk wall, s 0.064 0.340 0.167 ne ne ne 1.77 9.42 4.63 1.65 26.41 4.32 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 6 0 0 11 10C-v 2A-2ov 0.340 0.340 ne ne 9.42 9.42 18.49 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov- .. .- 0.340 0.340 se se 9.42 9.42 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q t-D 13A-7ocs Blk wall, s 11 DO 12E-OswFrrn wall, st 0.167 0.390 0.064 se se sw 4.63 10.80 1.77 4.32 12.03 1.65 0 0 126 0 0 106 0 0 188 0 0 175 0 0 0 0 0 0 0 0 0 0 0 0IW 2A-2ov 2A-2ov 0.340 sw 9.42 9.42 12.23 20.11 0 20 0 5,._ 0 188 0 402 0 0 0 0 0 0 0 0 TW ---G W 13A-7ocs Blk wall, s 28-2fv 12E-Osw Fr wall, st 0.340 0.167 0.340 0.064 sw sw sw nw 4.63 9.42 1.77 4.32 26.82 1.65 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 6 06 0 0 0 W 2A-2ov _ - 13A-7ocs Blk wall, s 0.340 0.167 0.340 nw_. nw nw 9.42 4.63 9.42 22.34 4.32 22.34 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Lt2A-2ov PIIL-D C 2A-2ovd 12C-Osw Frm wall, r- 11 DO _._ .. 16B-38ad 0.550 0.096 0.390 0.026 nw n . 15.24 2.66 10.80 0.72 38.95 1.53 12.03 1.41 0 0 0 171 0 0 0 171 0 0 0 123 0 0 0 241 0 0 0 55 0 0 0 55 0 0 0 40 0 0 0, 78 F 20P-19c_._._.. _ O.OSO r 139 0.72 e ...9 0 m .. -0 Q 0 0 0 0 F 20P-19t. 0.050 1.39 0.72 67 67 92 48 52 52 72 37 F _ 22A-VI_._ 0.00- 0- 0_._.._.. 0 0_.. 0. 0- 0 0 6 c) AED excursion 126 9 Envelope loss/gain 592 993 112 106 12 a) Infiltration 219 71 0 0 b) Room ventilation 0 01 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 811 1064 112 106 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 811 0 1064 0 112 0 106 15 Duct loads 24% 28 o 192 300 24% 28% 27 30 Total room load Air required (cfm) 1003 56 1363 61 139 8 136 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. id- wrigtitsof t' 2018-Jun-16 08,35:02 Right -Suite® Universal 2018 18.0.13 RSU24015 Page 6 AC...2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE g DEL -AIR Right-J® Worksheet SHM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lod 2ReaganPointe7510AN Date: March 16, 2018 By: RH 1 Room name bdrm 2 wic retreat 2 Exposed wall 3.0 ft 41.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 8.5 x 3.0 ft 1.0 x 368.3 ft 5 Room area 25.5 ft2 368.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft Load number Btuh/W'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL_G 12E-Osw Frm wall, st 0.064 ne 1.77 1.65 0 0 0 0 234 203 360 336 2B-2fv 0.340 ne 9.42 26.41 0 0 0 0 31 0 294 824 IW 13A-7ocs Blk wall, s 0.167 ne 4.63 4.32 0 0 0 0 0 0 0 0 1OC-v 0.340 ne 9.42 18.49 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 9.42 22.34 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 0.064 se 1.77 1.65 0 0 0 0 104 72 128 120 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 31 0 294 716 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.42 22.93 0 0 0 0 0 0 0 0 VE-D 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 11DO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 sw 1.77 1.65 27 27 48 45 32 32 56 52 2A-2ov 0.340 sw 9.42 12.23 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.42 20.11 0 0 0 0 0 0 0 0 UiV 13A-7ocs BIk wall, s 0.167 sw 4.63 4.32 0 0 0 0 0 0 0 0 I---G 2B-2fv 0.340 sw 9.42 26.82 0 0 0 0 0 0 0 0 W 12E-Osw Frm wall, st 0.064 nw 1.77 1.65 0 0' 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 WI 13A-7ocs Blk wall, s 0.167 nw 4.63 4.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.42 22.34 0 0 0 0 0 0 0 0 I-G 2A-2ovd 0.550 nw 15.24 38.95 0 0 0 0 0 0 0 0 P 12C-0sw Frm wall, r- 0.096 2.66 1.53 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 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 20P-19t 0.050 1.39 0.72 26 26 35 18 17 17 24 12 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 24 Envelope loss/gain 102 90 1444 2616 12 a) Infiltration 47 15 642 208 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 149 105 2086 2823 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 149 105 2086 2823 15 Duct loads 24% 28% 35 30 24% 28% 495 796 Total room load 184 135 2581 3619 Air required (cfm) 10 6 144 162 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fi- wrightsoft^ 2018-Jun-16 08:35:02 4C A """-....: "- Right-SuiteO Universal 2018 18.0.13 RSU24015 Page 7 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE DEL --AIR Right-J® Worksheet Job: nXA-'"C0hMffKW= Entire House Date: By: DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 VVeb: WWW.DEL-AIR.COM Lot12ReaganPointe751OAN March 16, 2018 RH 1 Room name bdrm 3 wic bdrm 3 2 Exposed wall 4.5 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 1.0 x 186.0 ft 5 Room area 36.0 ft' 186.0 ft' Ty Construction number U-value Btuh/ft? °F) Or HTM Btu ft) Area (ft') or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 N ` W 12E-Os Frm wall, st 26-2fv-. _. . 13A-7ocs Blk wall, s 0 064 0 340 0.167 ne- ne ne 1.77 9..42 4.63 1.65 26.41 4.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1OC-v 2A-20v 12E-Osw Frm wall, st 0.340 0.340 0.064 ne ne se 9.42 9.42 1.77 18.49 22.34 1.65 0 0 41 0 0 41 0 0 72 6 0 67 0 0 126 0 0 90 0 0 159 0 0 148 2A-2ov 2A-2ov 0.340 0.340 se se 9.42 9.42 22.93 22.93 0 0 0 0 0 0 0 0 0 10 0 0 0 98 0 239 2A-2ov 2A-2ov..... _.,_. 0.340 0 340 se ke_ 9.42 9.42 22.93, 22.93 0 O 0 w...:.. '.H...0 0 0 0 0 16 10.. 0 w.. w ._-0-_ 147 98 358 239 13A-7ocs Blk wall, s 0.167 se 4.63 4.32 0 0 0 0 0 0 0 0 D.. 11D0 _,._ _ ._... _ _.._ 12E-Osw Frm wall, st 0.390 0.064 Se sw. 10.80 1.77 12.03 1.65 0 0 0 0 0 0 0..... 0 0 108 0.. 108 n._ .0 191 0. 179W 2A 2ov 0.340 0.340 sw sw 9.42 9.42, 12.23 20.11 0 0.__ 0 0 0 0 0 0._ 0 0 0 4... 0 0... 0 0 W I-_ G IWI 2A72ov.. 13A-7ocs Blk wall, s 2B-2fv..._. _ .. _ 12E-0sw Frm wall 'st 2A-2ov_ _._ ..._ a _... _. 0.167 0.340 0 664 0.340 sw sw nw nw- 4.63 9.42 1.77 9._42 4.32 26.82 1.65 22.34 0 0 0 m __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 W 13A-7ocs Blk wall, s 2A-2ov 0.167 0.340 nw nw 4.63 9.42 4.32 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI D 2A-2ovd,_. _ 12C-Osw Frm wall r- 11D0._ ___.. .. _ , __. 0.550 0.096 0.390 fnM..... e n 15.124 2.66 0'M8 38.95 1.53 12_03 0 0 0 n. .. _ O 0 0 0 0 0 0 0 0 0 0 0, A" 0 0 0 0 WO 0 C 16B-38ad.. 0.026 n 0.72 1.41 36 36 26 51 186 134 263 F _.,__: 20P.A9c_._ m_0O50_._..,- 1.,39 0.72 0. 0.__ 0 186 0 0 0 F 0.050 1:39 0.72 32 32 184 255 13220P-19t... _,- _.., ._ 22Atpl_._.._. _._..._ 0989,.m. 27,_40__._0.90 0 a...... 0- 0 23 a , 184 6 c) AED excursion 13 108 Envelope loss/gain 142 128 1082 1665 12 a) Infiltration 70 23 407 132 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 212 151 1489 1797 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 212 151 1489 1797 15 Duct loads 24% 28% 50 42 24% 28%1 3531 506 Total room load 263 193 1842 2303 Air required (cfm) 15 9 103 103 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P i- wrigF tsoft^ 2018-Jun-16 08: 35:02 C "^ Right -Suite® Universal 2018 18.0.13 RSU24015 Pa e 8A05K9 2ReaganPointe7510AN\Lot12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE RDEL-AIR Duct System Summary HUMG • AIR CDNDMONING 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, Lot12ReaganPointe751OAN 2910 Gipper Circle, Sanford, FI 32773 Job: LotUReaganPointe7510... Date: March 16, 2018 By: RH Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.172 in/100ft 0.172 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 139 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 c 1363 56 61 0.231 6.0 Ox 0 VIFx 18.8 85.0 st1 bdrm 2 wic h 184 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 st1 bdrm 3 c 2303 103 103 0.221 6.0 Ox0 VIFx 23.8 85.0 st1 bdrm 3 wic h 263 15 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 st1 bth2 h 139 8 6 0.244 4.0 Ox0 VIFx 13.2 85.0 st1 dining h 3769 210 200 0.183 8.0 Ox0 VIFx 35.9 95.0 st2 family C 6579 214 294 0.184 9.0 Ox0 VIFx 35.8 95.0 st2 kitchen h 5068 282 193 0.195 9.0 Ox0 VIFx 28.1 95.0 st2 mstr bth h 1047 58 38 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 3790 106 169 0.192 8.0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 178 10 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 283 16 13 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1527 85 33 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2 retreat c 3619 144 162 0.234 7.0 Ox0 VIFx 17.7 85.0 st1 util c 954 17 43 0.239 4.0 Ox 0 VIFx 15.2 85.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 190 226 0.183 512 9.0 0 x 0 VinlFlx st1 st1 Peak AVF 542 614 0.183 575 14.0 0 x 0 VinlFlx st2 Peak AVF 791 719 0.172 567 16.0 0 x 0 VinlFlx wrightsoft, 2018-Jun-16 08:35:03 a,,.k•r..,,.,r.,..,..„-o,,.,.., Right -Suite® Universal 2018 18.0.13 RSU24015 Page 1 2ReaganPointe7510AN\Lotl2ReaganPointe7510AN.rup Calc = MJ8 House faces: SE Return, Branch D;etailTableo,,. a Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft- m,..., Right -Suite® Universal 2018 18.0.13 RSU24015 2ReaganPointe7510AN\Lol12ReaganPointe7510AN.rup Calc = MJ8 House faces: SE 2018-Jun-16 08:35:03 Page 2 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 3/16/2018 4:03:10 PM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2910 Gipper Circle Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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. 'l 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 MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/16/2018 4:03 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 humidityused 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/16/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 r'_"' " 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot12ReaganPointe7510AN Builder Name: David Weekley Homes Street: 2910 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 690000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs 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 Yt,-.nfl behind piping and wiring. 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 plates and walls or ceilinas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/16/2018 4:04 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot12ReaganPointe7510AN Builder Name: David Weekley Homes Street: 2910 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 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 B 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 Code requirements in accordance with Section .4.1. SIGNATURE: PRINTED NAME:. DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O ARE S74 tlikls. N 0 4 - t7 3/16/2018 4:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 PLOT PLAN LEGAL DESCRIPTION: RECORD COPY LOT 12, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY 2910 Gipper Circle Sanford, FL 32773 Total Lot Area= 3,200 sq ft (100%) Impervious Area in Square Feet e= Proposed Elevation Total House Foot Print = 1,292 ft2 (40%) Total Porch and Deck/Lanai = 106 ft2 (03%) Total Driveways = 320 ft2 (01 %) Total Walkways = 43 ft2 (01 %) Total A/C Pads = 16 ft2 (0.5%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan P ° y. O 06/ r Lily Lake a Museum of SeminoleCountyArtifactsBuilding - PetAlliance'of,# Greater Orlando.. 9 2910 Gipper Circle tf C_:J 4 Reagan Pointe David Weekley Homes x 2910 GIPPER CIRCLE, SANFORD, FLORIDA 32773 BL = Building Limits, as shown hereon are from the lot specific site plan as provided by the client gVILD/C SAidf-r??D O Aq T 18-2317 2 0,/ v, Qi.°yo a ........ .0o°...4 Qa ..... 0 . p sPo 3 /AJ Q` ..., Q. o tyo oS ... aprys7p O ppo 7 L1 S 40°51'28" W 40.00'(P) L2 N 40°51'28" E 40.00'(P) L3 S 40051'28" W 173.41'(M) This is NOT a Boundary Survey cF 9 .70 Lot 12 ... 406. s 19. 80 ° Q° o vA Lot 11 Graphic Scale 0' 10, 20' 40' Scale: 1 "=20' VO Ro v0 K h ,, • ah r QJ ,.C ej Q 40 /121 Qr P. T. located on Lot 7 Revision: Flipped House - 06/19/18 - BMJ Field Date: 6/12/2018 Date Completed: 06/12/18 NOTES- Survey is Based upon the Legal Description Supplied by Client. Drawn By: B.J. File Number:IS-45039 PP2 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 Curvature Building Ties are NOT to be used to reconstruct Property Lines. Centedine Pg. -Page Fence Ownership is NOT determined. B Concrete Block PI - Point of l Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS CM Concrete Monument P.O.B.- Point of Beginning otherwise noted. Cone Concrete P.O.L.-Point on Line Septic Tanks and/or Drainfield locations are approximate and MUST be verified by D DEDescription Drainage Easement PP - Power pole PRM - Permanent Reference appropriate Utility Location Companies. Esmt. Easement Monument se oWithout Written Verification, Will be U(ThisSurveyforPurposesotherthanIntended, FE.M. A.- Federal Emergency PT - Point of tangency at he User's Scale Fill and Without Liability to the Surveyor. Nothing Hereon shall be Management Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. FFE Finished Floor Elevation Rad. - Radial POINTS OF INTEREST - Find. IP Found Iron PipeR&C - Reber & Cap Rec - Recovered PROPOSED DRIVEWAY OVER SOUTH EASEMENT. L Length ( Arc) Rfd. - Roofed M N& DMeasured Nail & Disk Set - Set '/," Reber & Rebar Cap '• LB 7623" DOCUSi ned by: 9 N.R. ORB Noicial Re Official RecordsBookUE - UtPtel UE -UtilityEasementf _ •& k a-'/lPPlat WM - Wale'. k P.B. Plat Book A - Delta (Central Angle) Wood Fens 0— -Chain Link Fence Bf CED63FCAE64EB... hereby Certify that this Boundary Survey of the above Describea Property is rue and Correrl to the Best of my Knowledge and eelinf as recently stinmyr:rt rider my Direction on the Date Shown, Based on Information furnished le Me is Nofed and Conforms to the Standards of Practice for Land Survoyii i the State of Florida in accordance with Chapter 5J-17.052 norida administrative Codes. Pursuant tg,.Sgction 472,Q27 Florida Statutes. Patrick K. Irelan Fme S 6637 LB 762: This Survey is intende 'p Y (pc use of Said Certified Parties This Survey NOT VALID UNLE'S and Embossed with Surveyors Seal. Ireland & Associates Snrveong, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying. com Office-407. 678.3366 Fax407.320.8165 ALPINE AN FA CCM ANY CiM 1nFnrmaflnn Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer: _ Accu-Span Truss Company Job Number: 19794 JobDescription: 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Address: Lot 12 Reagan Pointe City, State, Zip: SANFORD, FL Name: Address: Address and License # of Structural FOR if one exists for the building: License #. State: State, Zip: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #. 1 W 9S4080007 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (ps>): 20.00- 7.00- 0.00- Floor Load (pst): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 34 truss drawings and 6 details. Item Seal # Truss 1 092.18.1210.03617 Al 3 092.18.1210.04600 A3 5 092.18.1210.04694 A5 7 092.18.1210.03929 B1 9 092.18.1210.03555 C1 11 092.18.1210.03945 EJ7 13 092.18.1210.03570 CJ1 15 092.18.1210.04647 CJ3A 17 092.18.1210.04927 CJ5A 19 092.18.1210.04648 HJ7A 21 092.18.1210.04257 FG2 23 092.18.1210.03960 F1A 25 092.18.1210.04288 172A 27 092.18.1210.04225 F3A 29 092.18.1214.13630 F4A 31 092.18.1210.05193 F5 33 092.18.1214.20253 F6 Item Seal # Truss 2 092.18.1210.03540 A2 4 092.18.1210.04974 A4 6 092.18.1210.04522 A6 8 092.18.1210.03976 B2 10 092.18.1210.03601 C2 12 092.18.1210.04882 ERA 14 092.18.1210.03913 CJ3 16 092.18.1210.03478 CJ5 18 092.18.1210.04881 HJ7 20 092.18.1213.49990 FG1 22 092.18.1210.04194 F1 24 092.18.1210.04303 F2 26 092.18.1210.04241 F3 28 092.18.1210.04912 F4 30 092.18.1214.17470 F4B 32 092.18.1210.04959 F5A 34 092.18.1214.2 h2177 F6A nsuenas been electronically signed using a Digital Signature. Printed copies without an original signature must be verged using the original electronic version. p ttfNFMtI S Nt3.70afi1 t STATE OF i 5W 04/02/2018 Florida Certificate of Product Approval #FL1999 Printed 4/2/2018 4:27:15 PM Job Number: 19794 Ply: 1 SEQN: 561861 / T9 / COMN Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 15 FROM: CH DrwNo: 092.18.1210.03617 Truss Label: Al KM / DF 04/02/2018 7'5"13 15, T6" 3 1114X6D 30' 1'4" 10, 10, 10, 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft 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 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 22'6" 3 I30' 7, 6"3 —r` TY13 N in 420. 4" 10, 1 4" 30' Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT( LL): 0.098 H 999 240 B 1306 / 311 / 636 1- / 180 / 4.0 VERT( TL): 0.246 H 999 180 F 1307 / 311 / 636 /- / - / 4.0 HORZ( LL): 0.036 H - - Wind reactions based on MWFRS HORZ( TL): 0.063 H B Min Brg Width Req = 1.5 Creep Factor: 2.0 F Min Brg Width Req = 1.5 Max TC CSI: 0.476 Bearings B & F are a rigid surface. Max BC CSI: 0.955 Max Web CSI: 0.436 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B - C 873 -2187 D - E 868 -1968 C - D 868 -1966 E - F 874 - 2188 04/ 02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1883 - 638 H - F 1884 - 651 1- H 1259 -321 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 752 - 274 D - H 754 - 274 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached riqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins, per BCSI sections 63, 87 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the v,,,.,M truss in conformance with ANSI/TPI 1, or for handlin j shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of profession , engineering responsibility solely for the desgign shown. The suit9ability Suite 150 and useofthisr]awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5-ec.2. For more information see this job's general notes page and these web sites: ALPINE: _—al ineitw.com: TPI: w J msto ; SBCA: w .sbcindust .00m; ICC:—iccsafe.orq Orlando FL, 32837 Job Number:19794 Ply: 1 SEQN: 561862 / T5 / GABL Cust: RR408 JRef: lW9S4080007 7510 - A (MBRTray) City: 1 FROM: TH DrwNo: 092.18.1210.03540 Truss Label: A2 KM / WHK 04/02/2018 6'3"15 T513 15, 226"3 30' 6'3"15 1'1" 4 7'6"3 7'6"3 7'5"13 t• 9 (2'- X15XI R1) 11'4" 1 10 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 24.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: 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 Bracing a) Continuous lateral restraint equally spaced on member. 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. 30' 10, 20' 10, 30' ib 20'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.023 C 999 240 B 593 / 149 / 344 / - / 180 / 4.0 Lu: NA Cs: NA VERT(TL): 0.068 C 999 180 AO*100 / 26 / 47 / - /- / 220 Snow Duration: NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS HORZ(TL): 0.021 C B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 AO Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.412 Bearings B & AA are a rigid surface. TPI Std: 2014 Max BC CSI: 0.757 Rep Factors Used: Yes Max Web CSI: 0.519 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114.21 B-C 266 -634 04/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AS 512 - 92 AB- Y 441 -135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AC -AB 291 -391 AS- H 636 -250 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. H - Y 69 - 431 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, byV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryry bracin per BCSI. Unless noted oThenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed perSCSI sections B3, B7 or 810, as a i olicab e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE Vdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building1 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mmvcoHreev truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www. al ineitw.com; TPI: www.t mst.or ; SBCA: www.sbcindust com: ICC: w Jccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561863 / T6 / HIPS Cust RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.04600 Truss Label: A3 KM / DF 04/02/2018 2'48 5'2"13 13' 17' 23T 7 30' 2'4"8 2'10"5 T9"3 4' 6'1"7 6'10"9 4X6 =4X6 D E n 20'4" 30' I 274 T8"12 3'10"4 6'4"S 6'9"4 1'4" 2 2'4"8„8 5'3"4 1"16'10"4 23'2"12 30' T 2 8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W A 1140 / 125 / 592 / - / 155 / 4.0TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.332 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.912 N 569 180 G 1210 / 145 / 638 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.196 1 - - Wind reactions based on MWFRS Des EXP: B HORZ TL : 0.368 1 A Min Br Width Re 1.79q Code I Misc CriteriaCLLd: 10. 00 NCBCLL: 00 Mean Height: 23.60 ft9 CreepFactor: 2.0 G Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.933 Bearings A & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI: 0.885 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.560 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1 114.21 A-B 173 -498 D-E 483 -1539WindDuration:1.60 WAVE Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. fit^ "i i go W ........ l jf"N .0-#GENS i S AT 0 E B - C 757 - 3061 E - F 441 -1479 C - D 494 -1823 F - G 505 - 2008 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3092 - 681 J - 1 1725 - 373 N - K 3068 - 669 I - G 1728 - 373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 417 -1553 K-E 499 -112 D - K 468 - 79 J - F 179 - 545 K - J 1304 - 222 COA jUNALrµ4NtrM 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progpeny attached riqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracnqq ins alled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. hefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MFrN comrnev truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability Suite 150 and useofthisdrawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al meitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust com: ICC:-icesafe om Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561864 / T30 / HIPS Cust:,RR408 JRef: 1W984080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.04974 Truss Label: A4 KM / DF 04/02/2018 2'4"8 5'2"13 11' 1 12'S"12 19, 2'4"8 2'10"5 5'9"3 1'S" 2 6'6"4 2'4"8 27"4 7'0"12 2' 8 5'3"4 + 12'4" 68" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.10 ft 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 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #1 Dense B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W4 2x4 SP #1 Dense: 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. 1112X4 5X6 , 3x4 = 5X6 D E F 30' 6'6"4 18'10"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s): WAVE 24'2"12 30' 5'2"12 5'9"4 N 120'4" 11'1"12 i 1'4" 30' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.339 N 999 240 A 1140 / 128 / 593 / - / 135 / 4.0 VERT(TL): 0.932 N 557 180 H 1210 / 148 / 639 / - / - / 4.0 HORZ(LL): 0.198 J - - Wind reactions based on MWFRS HORZ(TL): 0.372 J A Min Brg Width Req = 1.7 Creep Factor: 2.0 H Min Brg Width Req = 1.5 Max TC CSI: 0.931 Bearings A & H are a rigid surface. Max BC CSI: 0.717 Max Web CSI: 0.845 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:17.02.01A.1114.21 A-B 178 -498 E -F B - C 742 - 2940 F - G C - D 540 -1928 G - H D - E 668 - 2255 o. 708 1 a :• SAT COA #O I NALftalmml 04/02/2018 558 -1829 481 -1659 550 -1977 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2951 - 659 J - H 1715 - 419 N - K 2928 - 648 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 336 -1281 K - F 479 -125 D - 0 699 -182 O - K 485 - 59 K - J 1564 - 312 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,,,.,,,commy truss In conformance with ANSI4PI 1, or for handlinct shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. I isting this drawing indicates acceptance of pro) esslonaT engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.iccsafe.o ' Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561865 / T7 / HIPS Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) City: 1 FROM: TH DrwNo: 092.18.1210.04694 Truss Label: A5 KM / DF 04/02/2018 2'4"8 2W8 5'2"10 9' 13'10"4 21' 2'10"2 '{'6I 4'10"4 + T1"12 4X6 =5X6 D E F 2'4" 8 1 _ 2'7"4 3'8"12 2.4„8'i8 5.3„4 8,. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.60 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TIC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 30' 25' 1' + 30' 4' 11" 4' 8"8 T1"12 44"8 4'9"4 1'4" 13' 8"8 + 20'10"4 + 252"12 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.312 P 999 240 A 1140 / 256 / 590 / - / 115 / 4.0 Lu: NA Cs: NA VERT(TL): 0.857 P 606 180 H 1210 / 287 / 636 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.195 J - - Wind reactions based on MWFRS HORZ( TL): 0.365 J A Min Brg Width Req = 1.7 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TIC CSI: 0.931 Bearings A & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.653 Rep Factors Used: Yes Max Web CSI: 0.572 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 A - B 183 -498 E - F 717 -2436 B - C 767 - 2909 F - G 528 -1781 C - D 625 - 2244 G - H 556 - 2048 D - E 722 - 2455 H L y li yip ..•...• GE S r o. 708 1 4 ;• SAT fl :: Q. COA # sON 04/ 02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2931 - 680 K - J 1774 - 434 P - O 2902 - 671 J - H 1775 - 433 O - L 1950 - 410 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - O 294 -1027 L - K 1501 - 332 D - O 437 - 88 L - F 971 - 243 D- L 618 -178 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryv bracingper BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 87f or B10, asapplicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u rNco~ truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofessional" engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 lando FL, 32837 Formoreinformationseethislob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsafe.org Job Number: 19794 Ply: 2 SEQN: 561879 / T10 / HIPS Gust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04522 Truss Label: A6 KM / DF 04/02/2018 2 Complete Trusses Required Z4"8 2'4"8 7' + 12'S"12 + 17'10"4 + 23' + 30' 4'7"8 5'5"12 5.4"8 5'1"12 7' 5X6 1112X4 - 3X4 = 4X6 12 C D T2 E F 6 T Si) jl B 0'J T3 in W4 c A R) 1112X4 ML K G 4X8(610H --- o_20'4" III9Xd = 7X8 2X4=3X6(A1) i 30' 2' 4"8"84'S"12 5'2"4 5'8" 4'10"4 r 2'4"8 8 7'1"12 T 12' 4" 18' T 22' 10"4 2 8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: B Mean Height: 22.10 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP SS :T2 2x4 SP #1 Dense: T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 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 7.00 TC: From 28 plf at 7.00 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 20 plf at 0.00 to 20 plf at 7.04 BC: From 10 pIf at 7.04 to 10 plf at 22.96 BC: From 20 plf at 22.96 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 pif at 31.33 TC: 166 lb Conc. Load at 7.04 TC: 188 lb Conc. Load at 9.09,11.09 TC: 169lb Conc. Load at 13.09,15.00,16.91,18.91 20. 91 TC: 385 lb Conc. Load at 22.96 BC: 498 lb Conc. Load at 7.04 BC: 103 lb Conc. Load at 9.09,11.09 BC: 127 lb Conc. Load at 13.09,15.00,16.91,18.91 20. 91 BC: 477 lb Conc. Load at 22.96 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/ RT:0(0)/0(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.477 M 742 240 VERT( TL): 1.288 M 401 180 HORZ( LL): 0.2871 - - HORZ( TL): 0.531 1 Creep Factor: 2.0 Max TC CSI: 0.871 Max BC CSI: 0.874 Max Web CSI: 0.649 VIEW Ver: 17.02.01A.1114.21 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Additional Notes 1) 2x6x7-9-15 x SP SS Top chord scab centered 3- 8-0 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". 04/ 02/2018 7' 1"12 1'4" 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 2585 / 578 / - / - / - / 4.0 G 2747 / 666 / - / - / - / 4.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.9 G Min Brg Width Req = 1.5 Bearings A & 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 A - B 128 - 572 D - E 1007 - 4345 B - C 743 - 3334 E - F 718 - 3043 C - D 1019 - 4397 F - G 634 - 2642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 3218 - 711 J - 1 2332 - 546 N - K 3224 - 709 1 - G 2320 - 547 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 1277 - 337 E - J 280 - 896 K - E 1387 - 305 J - F 871 - 210 K - J 3012 -715 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. I'2eferto ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µnWCo ,.,Y truss in conformance with ANSI/TPI 1, or for handling, shippinq, Installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Suite Lake and use of this r7'rawing for any structure is the responsibility of the Building Designer per ANSITTPf 1 Sec.2.150 For more information see this job's general notes pie and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.or ; SBCA: wwwsbcindust .corn; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561866 / T3 / COMN Cust RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03929 Truss Label: B1 KM / WHK 04/02/2018 K Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 6' 6' 4X4 C 12' 6' 12 6 Ir7 C7 B D 20'4" a F E 2X4(A 1) 1112X4 = 2X4(A 1) 1'4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 6' 6' Snow Criteria (P9,Pf in PSF) Pg: NA Ct NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' DefI/CSI Criteria PP Deflection in loc L/defl L/# VERT(I-Q: 0.008 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.007 F Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.327 Max Web CSI: 0.099 VIEW Ver: 17.02.01A.1114.21 r ' o. 708 1 4 ;• SAT O .; Q i COA Ss ONAt. 0'1yk&,A,prw 04/02/2018 1'4" —{ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 534 / 122 / 293 / - / 89 14.0 D 534 / 122 / 233 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 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 364 - 600 C - D 364 - 600 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 -169 F - D 480 -169 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BCSI sections 63, B7 or 610, as applicab e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinciComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µ .,ro,,,,.H, truss In conformance with ANSI/l PI 1, or for handlin,, shlppinq, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. I this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; SBCA: w .sbcindust xom; ICC: -imsafe.org, Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561867 / T4 / GABL Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03976 Truss Label: B2 KM / WHK 04/02/2018 4 3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6' + 12' 6' 6' I.— 4' =4p4 TYP) 1-4- Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 12' 6' 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 H 999 240 VERT(TL): 0.005 H 999 180 HORZ(LL):-0.001 J - - HORZ(TL): 0.002 H Creep Factor: 2.0 Max TC CSI: 0.189 Max BC CSI: 0.097 Max Web CSI: 0.070 VIEW Ver: 17.02.01A.1114.21 o. 708 1 4...,, ••''Utz coa #o's/ONAL , 04/02/2018 N t-0- 20'4" 1'4" —{ 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 Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propprly attached rigid ceillnq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinqq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M Twoomp y truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. I isting this drawing indicates acceptance of proTessionaT engineering responsibility solely for the desi n shown. The sui ability Suite 150anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL, 32837Formoreinformationseethisjob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com; TPI: www.tpinst.orq; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Job Number: 19794 Ply: 1 SEQN: 561868 / T1 / COMN Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 2 FROM: TH DrwNo: 092.18.1210.03555 Truss Label: C1 KM / WHK 04/0212018 6' + 12' 6' 6' 4X4 C T 12 5 N B D Cl' 1 4: A E10' F 2X4( A1) 1112X4 = 2X4( A1) 12' 1,4„ 6' T 6' T 1, 4„ 6' 12' Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.012 F. 999 240 B 530 / 66 / 281 / - / 64 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.031 F 999 180 D 530 / 66 / 281 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 F - - Wind reactions based on MWFRS EXP: B HORZ TL : 0.009 F B Min Br Width Re 1.5 Des Ld: 37.00MeanHeight: 15.00 ft ( ) 9 q NCBCLL: 10. 00 9 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Rei i 1.5 TCDL: 5.0 psf Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.258 Bearings B & D require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.333 Spacing: 24.0 " C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber B - C 408 - 669 C - D 408 -669 Top chord 2x4 SP # 2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 570 - 245 F - D 570 - 245 Wind loads based on MWFRS with additional C&C member design. fenlugru o a p. 708 1 s SAT o QA% ,,• w COAg ONA f 04/ 02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, byy TPIandSBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted c, herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard platepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the * ,Woo~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr. listing this drawing indicates acceptance ofpro7essronarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing, for any structure is theresponsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more infonnalion see this job' s general notes page and these web sites: ALPINE; www.alpineilw.com; TPI: _www.pinst org;_SBCA: www.sbcindustry.com; ICC: www.iccsafe.o. Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561869 / T2 / GABL Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: TH DrwNo: 092.18.1210.03601 Truss Label: C2 KM / WHK 04/02/2018 6' + 12' 6' 6' f- -- 4' -{ TYP) 4X4 D 12 5 n V B F M 4 G I 10 2X4(A 1) I = 2X4(A1) 12' 1'4" 6' 1,4„ 6 12 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 Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 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 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.002 H 999 240 B* 88 / 11 / 38 /- / 5 VERT(TL): 0.007 H 999 180 Wind reactions based on MWFRS HORZ(LL):-0.001 H - - B Min Brg Width Req = - HORZ(TL): 0.002 H Bearing B is a rigid surface. Creep Factor: 2.0 Bearing B requires a seat plate. Max TC CSI: 0.179 144 Max BC CSI: 0.105 Members not listed have forces less than 375# Max Web CSI: 0.066 VIEW Ver: 17.02.01A.1114.21 i°;••GE SF . fit' o. 7,08 1 sat o IFS ••.....,...-•• COA f6 ANAL. 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted oyherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildincl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Mm coMAwy truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing or cover pa ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the desi n shown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .corn; ICC: —kcsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561870 / T22 / EJAC Cust RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 9 FROM: CH DrwNo: 092.18.1210.03945 Truss Label: EJ7 KM / WHK 04102/2018 T Loading Criteria ( psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37. 00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1. 25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22. 10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1. 60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. C 7 7' Snow Criteria ( Pg, Pf In PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.013 D HORZ(TL): 0. 023 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.598 TPI Std: 2014 Max BC CSI: 0.455 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0( 0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 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. 23"0"11 c o Lo i in 20' 4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 61 / 220 / - / 124 / 4.0 D 127 /- /84 /- /- / 1.5 C 169 /81 / 67 /- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPIandSBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise, top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalied per BCSI sections B3, B7 or B10, fle. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. (Refer to 60A-Z for siandard plate positions. a division of IHi 1,ortor n acceptance any structure web from this drawing,any failure to build the seal on this drawing or cover Pape for the design shown. The suitability ALPINE mn COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561882 / T8 / EJAC Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) City: 3 FROM: CH Dnallo: 092.18.1210.04882 Truss Label: EJ7A KM / DF 04/02/2018 E 23'10"11 12 r 6 in o 3X4 N LO Cl) II C4D T 21'4" T B F 1 1 20'4" A H G ovnro,\ 112X4 2'4" 4'8" 1'4" 'i' 2,4„ f 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: B Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 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) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.182 G 452 240 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 360 / 28 / 220 / - / 92 Lu: NA Cs: NA VERT(TL): 0.483 G 247 180 F 103 /- / 68- Snow Duration: NA HORZ(LL): 0.091 F - - E 188 / 53 / 83- HORZ(TL): 0.167 F Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.801 F Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.286 E Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.076 Bearing B is a rigid surface. W 4.0 1.5 1.5 FT/RT.O(0)/0(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byv TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of TPI 1, or for r acceptance any structure information from this drawing,any failure to build the seat on this drawing or cover page . . for the design shown. The suigability ALPINE A r Commy 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561872 / T14 / JACK Cust: RR408 JRef: 1 W9S4080007 7510 - A (MBRTray) Qty: 4 FROM: CH DrwNo: 092.18.1210.03570 Truss Label: CA KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T G C r 1'4" 1' FT 20' 10"11 o LO 20'4" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category: II Snow Duration: NA HORZ(LL): -0.000 D EXP: B HORZ(TL): 0.000 D Mean Height: 20.60 ft Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.198 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.025 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 04/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /56 /137 /- /32 /4.0 D 9 /10 /15 /- /- /1.5 C -36 / 36 / 24 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build inggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µQ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 W.2.150 For more information see this job's general notes paqe and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.orq; SBCA: www.sbandustry.com; ICC: www.iccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561873 / T21 / JACK Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 4 FROM: CH DrwNo: 092.18.1210.03913 Truss Label: CJ3 KM / WHK 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: • 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. r Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. N Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.225 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 p. T08 1 oALCOA #o'e„„,,tA"" 04/02/2018 21'10"11 Ln N 20'4" Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 222 / 45 / 141 / - / 62 / 4.0 D 50 /- /36 /- /- /1.5 C 59 /28 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beadng 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 fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporanrytBCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a prop'2y d ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, e. Appfy plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of any his drawing,any failure to build the on this drawing or cover pageLedesignshown. The sui ebdity ALPINE Ml In CQNPAW 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561874 / T13 JACK Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) Qty: 2 FROM: CH DrwNo: 092.18.1210.04647 Truss Label: CJ3A KM / DF 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 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 i 1'1 0"4 1- 2'4" 1'10"4 ' 5"12 L 1'10"4 5"1 1'1T4 Y4 21'10"11 TT M O in CV 20'4" Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.005 E 999 240 B 221 / 45 / 139 / - / 62 Lu: NA Cs: NA VERT(TL): 0.013 E 999 180 D 73 / 27 / 34 / - / - Snow Duration: NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS HORZ(TL): 0.004 C B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.198 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI• 0 029 4.0 1.5 Rep Factors Used: Yes Max Web CSI: 0.029 Members not listed have forces less than 375# FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. i A: 0 n I %.0 r INYNLL COA #0 Z', 0"• 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, bVv TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted othenvise,top chord shall have properly attached structural sheathingq and bottom chord shall have a progperryiy liceiling Locations shown for permanent lateral restraint of webs shall have bracin inslalled per BCSI sections B3, B7 or 610, ed. Afpfy places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of I I PI 1, or for h acceptance any structure his drawing,any failure to build the on this drawing or cover page , Le design shown. The suigability PINEA M ITW Cc,~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SECiN: 561875 / T16 / JACK Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) City: 4 FROM: CH DrwNo: 092.18.1210.03478 Truss Label: CJ5 KM / WHK 04/02/2018 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 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 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense a Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5")toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C Deft/CSI Criteria PP Deflection in loc L/defl L/# 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 . 0.7108 1 o SAT O COA #oftNAL 04/02/2018 22' 10"11 M O CV t1') co 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 /51 /179 /- /92 /4.0 D 89 /- /58 /- I- /1.5 C 116 /54 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, Inandlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bV TPI and SBCA) foF safety practices poor to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 310, as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MMW CQNRWY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro7essionafengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.150 For more information see this lob's general notes page and these web sites: ALPINE: _ www.al ineitw.com; TPI: www.t insfor ; SBCA: www.sbcindust .com; ICC: — iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561876 / T15 / JACK Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 2 FROM: CH DrwNo: 092.18.1210.04927 Truss Label: CJ5A KM / DF 04/02/2018 111111111116-M&MA. 11 2'4" 1'4" — 2'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.60 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. E 22-10"11 LOT 21'4" M O 20'4" Snow Criteria (P9,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.059 G 993 240 B 288 / 51 / 179 / - / 92 Lu: NA Cs: NA VERT(TL): 0.154 G 549 180 F 61 /- / 40- Snow Duration: NA HORZ(LL): 0.029 F - - E 134 / 55 / 62- HORZ(TL): 0.052 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.380 F Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.092 E Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.062 FT/RT:0(0)/0(0) 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. VIEW Ver: 17.02.01A.1114.21 a. 7,08 1 COA #off NAIL 04/02/2018 W 4.0 1.5 1.5 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 fabricating, handlin shipping, installing, and bracing. , Refer to and follow the latest edition of BCSI (BuildingquireInformation, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryY BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. E efer to 60A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall r conformance with ANSI/TPI 1, or for handling, shipping, this drawing indicates acceptance of prWessionaTeofthisrawingforanystructureisperesponsib from this drawing,any failure to build the L seal on this drawing or cover page for the desjgn shown. The sui£ability ALPINEINE M my tau y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561877 / T33 / HIP_ Cust: RR408 JRef: 1 W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04881 Truss Label: HJ7 KM / DF 04/02/2018 T i"3"3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber i — 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 8.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 5'3"5 + 9110"1 5'3" 5 4'6" 11 9'4" 1 9'4"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf:.NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:0(0)/0(0) Plate Type(s): WAVE Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 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. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.024 F 999 240 VERT(TL): 0.063 F 999 180 HORZ(LL): 0.006 C - - HORZ(TL): 0.012 C Creep Factor: 2.0 Max TC CSI: 0.519 Max BC CSI: 0.532 Max Web CSI: 0.268 VIEW Ver: 17.02.01A.1114.21 r o. 708 1 i ,Q :• S AT O : Q t • k, 04/02/2018 23'10"6 v 0 ch inv 20'4" 6..". 9'10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 398 /101 /- /- /- /4.9 E 351 /12 I- I- /- /1.5 D 216 /109 /- /- /- /1.5 Wind reactions based on MW FRS B Min Big Width Req = 1.5 E Min Brg Width Req = - D Min Big Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 218 - 557 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-F 521 -192 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 209 - 569 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u+nw co.n Y truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. I isting this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability Suite t50 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 1 FL, 32837 Formoreinformationseethisiob's general notes page and these web sites: ALPINE: www.aloineitw.com; TPI: www.tpinst.om; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org _ __ _ _- _ Job Number: 19794 Ply: 1 SEQN: 561885 / T28 / HIP_ Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04648 Truss Label: HJ7A KM I DF 04/02/2018 7' 9110"1 J r• 7, r 2'10„ 1 F 23'10"6 2X4 E 12 4.24 c_--- v m 3X4 m r` ih 3X4 D C 21,4„ B HG T 4X4 s 1 20'4" A K J I 2X4(A1) 1112X4 3X4[8] 1 10 10 2' 1'2"14, 6,3"1 4" W 1 "12' 3'2"14 9'5"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 314 / 145 / / / - / 4.9TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.233 1 498 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.639 I 266 180 G 396 / 105 / - / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.089 H - - F -41 / 41 / 17 / - / - / 1.5 Des Ld: 37.00 EXP: B HORZ TL : 0.167 H Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 00 Mean Height: 22.09 It CreepFactor: 2.0 B Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.842 G Min Brg Width Req = - Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.737 F Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.190 Loc. from endwall: not in 4.50 ft FT/RT:0(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 216 -469 D - E 221 -636 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B - K 432 -192 D - H 626 - 217 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) K - J 434 -194 TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 2 plf at 0.00 to 2 plf at 9.84 Webs Tens.Comp, Webs Tens. Comp. TC: -22 lb Conc. Load at 1.41 C - J 229 - 503 E - H 247 - 704 TC: 146 lb Conc. Load at 4.24 J - D 449 -184TC: 268 lb Conc. Load at 7.07 BC: 17 Ito Conc. Load at 1.41 BC: 122 lb Conc. Load at 7.07 glNNllllfll ft tlh lfly4f, Plate Shift Table w H JT Plate Chord JT Plate Chord ',, Q No Size Shift Bite No Size Shift Bite , `y•`• c•'•. `/ 8] W3X4 S 1.75.Y.i\{jE 7 j.• ;. Wind - O. 748WindloadsandreactionsbasedonMWFRS. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. SAT OProvide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. 4 A o COA`#m4171aN A 1/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted of herwlse,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3, B7 or 810, Details, f7efer asapplicable. Apply plates to each faceoftrussand position as shown above and on the Joint unless noted otherwise. to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MfTw MRwv for handling, installation bracing trussesA this drawing truss in conformancewithANSI/TPI 1, or shipping, and of seal on or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suiCability Suite 150 B and use ofthisdrawingforanystructureisfheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .corn: ICC: -imsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 3 SEQN: 565687 / T17 FLAT Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1213.49990 Truss Label: FG1 KM / AHF 04/02/2018 K 3 Complete Trusses Required 27"14 4'107 7713 973 11,11"9 14'2"2 16'10" 27'14 2710 2'4"6 2'4"6 2'4"6 2710 27'14 1112X4=4X10[4] 1112X4 =3X4 =5X6 1112X4=4X10(171 1112X4 A B C D E F GG H T o- N M L K J I 4X6[3] =H0912 1112X4 1112X4=4X12[16]=4X6[20] 16'10" 4'10" 7 2'6"2 2'0"14 2'8" 10 47'15 Ir4'10" 7 7,4"9 9,57 — r 1271 16'10„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.368 K 549 360 N 4276 / - / - / - / - / 8.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.644 K 399 240 1 4882 / - / - / - / - / 4.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.055 A - - N Min Brg Width Req = 1.7 EXP: NA HORZ TL : 0.075 A I Min Br Width Re 1.9DesLd: 55.00 ( ) 9 q = Mean Height: NA ft Code / Misc Criteria CreepFactor: 2.0 Bearings N & I are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.797 Bearing N requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.755 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.997P9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. ' Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -5428 E - F 0 -5371 C- D 0- 5428 F- G 0- 5371 Lumber Special loads D - E 0 -6553 Top chord 2x4 SP #1 Dense ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Bot chord 2x6 SP SS TC: From 100 plf at 0.00 to 100 plf at 16.83 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W3 2x4 SP #2 Dense: BC: From 10 plf of 0.00 to 10 plf at 16.83 Chords Tens.Comp. Chords Tens. Comp. TC: 913 lb Conc. Load at 2.48, 4.06, 6.06, 8.06 Nailnote 10.06,12.06,14.06,16.06 N- M 3401 0 K- J 6548 0 Nail Schedule:0.128"x3", min. nails M - L 6550 0 J - I 3430 0 Top Chord: 1 Row @ 2.50" o.c. L - K 6553 0 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4"o.c. Repeat nailing as each layer is applied. Use equal Maximum Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. N- B 0 -3619 E- J 0 -1270 Plate Shift Table B - M 2187 0 F - J 0 - 396 JT Plate Chord JT Plate Chord M - D 0 -1211 J - G 2095 0 No Size Shift Bite No Size Shift Bite µtritHnlut+tu+l, C - M 0 -439 G - 1 0 -3642 3] W4X6 2.75 L 1.75 [ 41 W4X10 3.25 L 1.25 161 W4X12 6.75 R 1.25 [17] W4X10 3.25 R 1.25 20] W4X6 2.75 R 1.75 •e rE••S'••1'q Purlins ' / 4 The TC of this truss shall be braced with attached i Q 70$ spans at 24" oc in lieu of structural sheathing. i Additional Notes Truss must be installed as shown with top chord up. • S A 0 a. V tj t' TONAL ECOA' Ir,+11ClI,IK 1 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) for safety to these functions. Installers shall provide temporarryvpracticespriorperforming bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro pperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the wro truss in conformance with ANSI/TPI 1, or for handlin]q shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr. for the design TheIistingthisdrawingindicatesacceptanceofpro7essionarengineeringgresponsibilitysolelyshown. suit9ability Suite 150anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t instor ; SBCA: www.sbcindust .corn; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 2 SEQN: 561917 / T27 / FLAT Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04257 Truss Label: FG2 KM / DF 04/0212018 2 Complete Trusses Required 2'8"14 5'4"1 T11"3 1 10'6"6 13'3"4 2'8"14 I 27'2 T 27'2 1 27'2 2' 8"14 III2X4 --3X10 .1112X4 1112X4 =3X10 1112X4 A 1o\ Q r n F P T 1 J 4X6( 3]—.. t,/ —., L. j 13'3"4 G10' G 4X6[ 12] 5' 0"13 3'1"2 1 5'1"5 _ r 5'0" 13 8'1"15 T 13'3" 4 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in ]cc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.224 D 709 240 J 3038 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.393 D 516 180 K 3356 / - / - / - / - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.035 A - - J Min Brg Width Reg = 1.8 g EXP: NA HORZTL : 0.048 A K Min Br Width Re 2.0 Des Ld: 55.00 ( ) q = NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 Bearings J & K are a rigid surface. TCDL: NA psf Bearing J tyres a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.845 9 requires Load Duration: 1. 00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.747 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.927 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -5281 D - E 0 -5282 Lumber Additional Notes C - D 0 - 5380 Top chord 2x4 SP #1 Dense Truss must be installed as shown with top chord up. Maximum Bat Chord Forces Per Ply (Ibs) Bot chord 2x6SPSSWebs2x4SP # 3 Chords Tens.Comp. Chords Tens. Comp. J- 1 3738 0 H- G 3819 0 Bracing I- H 5380 0 a) Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply (Ibs) Nailnote Webs Tens. Comp. Webs Tens. Comp. Nail Schedule:0. 128"x3", min. nails J - B 0 -3929 D - H 0 -645 Top Chord: 1 Row @ 3.00" o.c. B - I 1656 0 H - E 1571 0 Bot Chord: 1 Row @12.00" o.c. I - C 0 -657 E - G 0 -4007 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting.glnntrgrgh Special LoadH, 'Lrzj4+ r, Lumber Dur.Fac.=1. 00 / Plate Dur.Fac.=1.00 . ••""' ••,•• TC( From 100 plf at 0.00 to 100 plf at 13.27 S •' GE 1S t• BC: From 10 plf at 0.00 to 10 plf at 13.27 ; r F •. TC: 822 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 1 + 10.06,12.06 08 Plate Shift Table s JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite0 SAT 3] W4X6 2.00L2.00 [ 5] W3X6 1.50 R 1.25 4 0009 8] W3X6 2.00 L 1.25 [12] W4X6 2.00 R 2.00 y Purlins The TC of this truss shall be braced with attached COA pS E.1f M. V spans at 24" oc in lieu of structural sheathing. .•-- , 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,,, nwc truss in conformance with ANSIl1 PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and use of thisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: — t inst.or ; SBCA:—sbandust .com; ICC: w .iccsafe.orcj Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561905 / T32 I SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 4 FROM: TH DrwNo: 092.18.1210.04194 Truss Label: F1 KM / DF 04/02/2018 9'3" 10'6'i4 23'6"4 24' " 29"0"8 r 9'3" 1% 13' 11. 2 5'4"8 P„4 g 3 2'6"l2 ,}— 2'6"12 —{ 2-6.12 —— 2,6"12 —}— 2,6"12 —}— 2'6"12 ----- 2,6"12 2'6"12 W=3X4 3X8 =3X4 =3X4=3X10[16] =4X6 3X4241 A B C D E F G H I J K L M O I4q• 10, W 3X6 =3X [6] -3X4 =3X10 =W 3X4 =4X10 3 6 =3X4 =3X4Q 18'4" 11'6"8 29'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Z 905 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NACe: 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 / - I - / - / - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - Q 551 / - / - / - ! - / 7.3 Des Ld:EXP: NA HORZ TL : 0.056 B Z Min Br Width Re 1.5 gqCode I Misc Criteria CL10.00 NCBCLL: 10.00 Mean Height: NA k 9Creep Factor: 2.0 T Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.914 Q Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.738 Bearings Z, T, & Q are a rigid surface. Bearings Z & Q 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(0)/0(0) Members not listed have forces less than 375# I: 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 -2620 H- 1 0 -1942 Top chord 4x2 SP #2 Dense C - D 0 -2620 I - J 1799 0 Bot chord 4x2 SP #1 Dense :B2 42 SP #2 Dense: D - E 0 -2860 J - K 1799 0 Webs 4x2 SP #3 E - F 0 - 2857 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 Bot Chord Forces Per Ply (Ibs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite Z - Y 1592 0 U - T 505 -183 6] W 3X6 3.00 L 1.25 [16] W 3X10 5.50 R 1.25 Y - X 2980 0 T - S 450 - 936 24] W 3X4 2.25 R 1.25 X - W 2857 0 S - R 1082 - 363 Deflection W - V 2852 0 R - Q 864 - 78 V - U 505 -183 Inlrq+ MaxJTVERTDEFL: LL: 0.25" DL: 0.27". See detail Mtri +rtq, DEFLCAMB1014 for camber recommendations.q ` • iy Ji err Maximum Web Forces Per Ply (Ibs) Additional Notes •..•••••••.• w Webs Tens.Comp. Webs Tens. Comp. y,`p`' 2x6 continuous stron back. See detail .,' •C1E S 9 ' • •• Z- B 0 -1769 V- 1 1638 0 STRBRIBR1014 for bracing and bridging • / , . B- Y 1137 0 I- T 0 -2221 recommendations. i 708 Y- D 0 -398 T-K 0 -1518 Deflection estimate assumes composite action with 0. D - X 217 -421 K - S 1016 0 single layer of the appropriate span rated glue -nailed _ F - V 0 -1129 N - Q 86 960 wood sheathing. Webs are or as squarecutexcept9dbldiagonals : T s S pl otherwiseshown. l Truss must be installed as shown with top chord up. , fi 1• COA E10NA w 04/ 02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition Component Safety Information, by TPI SBCA) for to these functions. Installers shall of BCSI (Building temporaryansafetypracticespriorperformingprovidebracing per BCSI., Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nm mv:oMrnrvr truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing for or cover page 2400 Lake Orange Dr. TheLakelisting this drawing indicates acceptance of protesstonaJ engineeringbresponsibility solely the design shown. and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2.150 suif-abilitySuiteFormore information see this job's general notes pacie and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust 00m; ICC: —Jccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561906 / T29 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.03960 Truss Label: F1A KM / DF 04/02/2018 23'4"10 4Y,12 1'4" TYP 26'3"14 24'10'6 3X4 = W =3X4 A L 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 " AT I AG 3X4 = =3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 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. 29'10"8 29'10"8_i r 12O8 yy 1qq(TYP 2'6"12 3 I' '1 3X4 3X4 T U V W E 10, AB AA Z Y3X4 3X4 54"12 -- 6714 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W AU*111 / - / / / / 215Pf: NA Ce: NA VERT(LL): 0.012 Z 999 360 Lu: NA Cs: NA VERT(TL): 0.022 Z 999 240 AG-91 / - / - / - / - / 64.8 Snow Duration: NA HORZ(LL): 0.002 Y - - AB 451 / - I - / - / - / 7.3 HORZ(TL): 0.003 Y Creep Factor: 2.0 Y 328 / - / - / - / / 7.3 AU Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 RRep Factors Used: YesRep O0/00FT/() () Max TC CSI: 0.347 Max BC CSI: 0.161 Max Web CSI: 0.127 AG Min Brg Width Req = - AB Min Brg Width Req = 1.5 Y Min Brg Width Req = 1.5 Bearings AU, AG, AB, & Y are a rigid surface. Bearings AU, AG, AB, & Y require a seat plate. Plate Type(s): VIEW Ver: 17.02.01 A.1 1714.21 WAVEMembers not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. U - V 0 -396 H. y GE rS% o. 708 1 o ;• SAT ©ip : Q w 49 COA' 0NAl*VN.'e 04/ 02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB - AA 395 0 Z - Y 396 0 AA- Z 396 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AB- U 0 -458 V- Y 0 -441 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byy TPI and SBCA) P& satety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. f efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Min co vrvv truss in conformance with ANSI TPI 1, or for handling, shippinq, installation and bracing oftrussesA seal on this drawing or cover page 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.gom;_ TPI: www.t inst.or ; SBCA: www.sbandust .com: ICC: —.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561907 / T20 I SY42 Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 6 FROM: CH DrwNo: 092.18.1210.04303 Truss Label: F2 KM / DF 04/02/2018 97 10'6 23'0"l2 r + 9'3" 1'3"8" 8 ' 12'6"4 V312 3 2'6"12 2'6"12 2'6"12 —1 2'6"12 —1 2'6"12 --+— 1'10" —{ W =3X4 3X8[4] =3X4 =3X4 =3X10 =3X4 =3X4 A B C D E F G H I J K L T 4 v 10 V U T S R Q r221P O N 3X6=3X8[61 =3X4=3X8[14] =W=3X4 =3X10[181 =3X4 18'74 4'5"8 --{ r 23'0"12 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 V 971 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 P 1667 / - / - / - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brg Width Req = 1.5 EXP: NA HORZ TL 0.060 B P Min Br Width Re 1.5Des ( ) 9 q CLLd: 10. 00 Mean Height: NA ft NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 2.0 Bearings V & P are a rigid surface. TCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.652 Bearing V requires a seat plate. Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.733 Members not listed have forces less than 375# Re Factors Used: Yes Max Web CSI: 0.734Spacing: 24.0 " C&C Dist a: NA ft p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -2896 G - H 73 -2649 C - D 0 - 2896 H - 1 73 - 2649 Lumber D- E 0 -2896 I- J 1226 0 Top chord 4x2 SP #2 Dense E - F 0 - 3386 J - K 1226 0 Bot chord 42 SP #1 Dense :62 42 SP #2 Dense: F - G 0 - 3386 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. V- U 1727 0 R- Q 1347 - 595 Plate Shift Table U - T 3403 0 Q - P 1347 - 595 JT Plate Chord JT Plate Chord T - S 3386 0 P - O 0 - 479 No Size Shift Bite No Size Shift Bite S - R 3383 0 4] W 3X8 4.25 L 1.25 [ 6] W 3X8 3.50 L 1.25 14] W3X8 4.00 R 1.25 [18] W3X10 3.50 R 1.25 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. irlltplrryyr`i V - B 0 -191R - I 1540 0 ebridging STRBRIBtinuousR1014forrbracingandVill", 0 i B -U 1292 0 I-P 0 -2152 recommendations. 1 k y ziK 0 P U - E48 -561 - -901 Deflection estimate assumes composite action with .•.•/ E Aa r' ••. .f E - T 317 - 426 O - L 0 - 503 single layer of the appropriate span rated -nailed +M F .• ;• glue G G - R 0 -1141 wood sheathing.t •. This truss spaced @ 24.0" oc supports additional from 3.00' 708 1 concentrated load atrightendstudwallQ, 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 _ • overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as SAT otherwise shown. % Q. Truss must be installed as shown with top chord up. :• A%' COA% ,IONAL N+ a,arnprrw 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI ana SBCA) fogy safety to these functions. Installers shall provide temporary practices poor performingbracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicab e. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,wnwco.wwv this drawing truss in conformance withANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on or cover pa e , , 2400 Lake Orange Dr. Idrawing, isting this drawing indicatesacceptanceofprogessionag engineering responsibility solely for the design shown. The suitability Suite 150 Sec.2. and useofthisforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 For more information see this job's general notes a e and these web sites: ALPINE: www.al ineitw.com; TPI: www.[ instor ; SBCA: www.sbcindust .corn; ICC: wwwJcGsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561908 / T38 / SY42 Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04288 Truss Label: F2A KM / DF 04/02/2018 8' 9'6"g 23'0"12 8' 1'6"8+ 1374 2'6"12 2,6"12 f - 2,012 2'6"12 _ -}-- 2'6"12f 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 T a v 10 I—IV U T S R Q P 0 N 3X6 = 3X8=3X8[13]=3X10[17] =3X6 W = 3X4 17' 1 "4 5'11 "8 —j 23' 0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.192 T 999 360 V 863 / / / / / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.424 N 275 240 p 1818 / - / - / - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.047 B P Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 Bearings V & P are a rigid surface. TCDL: NA psf Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 Bearing V requires a seat plate. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.781 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.711 Pg Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: 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 42 SP #2 Dense E - F 220 -2669 J - K 457 0 Bot chord 42 SP #1 Dense :B2 4x2 SP #2 Dense: F - G 718 -2095 K - L 457 0 Webs 42 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. V- U 1503 0 R- Q 928 -1333 Plate Shift Table U - T 2672 - 214 Q - 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 Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging yupNltifllitt q recommendations. yr'y V - B 0 -1670 H - P 0 - 2087 H B- U 1051 0 P- J 0 -1378 Deflection estimate assumes composite action with lY l •11r % U - E 465 - 472 J - O 582 0 single layer of the appropriate span rated glue -nailed • ••' E `•• '., woodsheathing. .\Y•. \v I fs l !• F - R 0 -1150 O - L 0 - 501 R - H 1492 0 T % This truss spaced @ 24.0" oc supports additional 3 •' / concentrated load at right end from 3.00' stud wall PSF) 0-0-0 0-0-0 ?08 13.75 supporting roof spans with 4, overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as otherwise shown. S aT Q Trussmustbeinstalledasshownwithtopchordup. : Q r Al coA' fip A10NA1 eNNirx„ a 04/ 02/2013 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 610, Apply to face trussand shown above and on the Joint9Details, unless noted otherwise. Refer to " as applicable. plateseachofpositionasdrawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the uanvcoMr.rvr truss in ANSI/TPI 1, for handling, installation bracing trussesA on this drawing cover conformance with or shipping, and of seal or listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. and use of thisdrawing, for any structureis the responsibility of the building Designer per ANSI/TPI 1 Sec.2.150 page ?ability2400 Lake Orange Dr. The sui ability SuiteLakeFormore information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsa e.org Orlando FL, 32837 Job Number: 19794 ply: 1 SEQN: 561909 / T25 / SY42 Cust: RR408 JRef: 1 W9S4080007 7510 - A (MBRTray) Qty: 6 FROM: CH DrwNo: 092.18.1210.04241 Truss Label: F3 KM / DF 04/02/2018 13'1"8 1 14'1"8 22'1"8 13'l "8 1' 8' 3 2'6"12 2'6"12 2'6"12 —+ _ 2,6"12 2,6"12 + 2'6"12 3X86 =3XD10 =3F4 =3CX4 =W HX41=3X6f18] 1112K4 A C E JJ T a• v 101 S R Q P O N M L 3X4 = 3X Lf l = 3X8[10] = 3X6 [17] = 3X6[20] W 3X4 57 4 16'6"4 22'1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# 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 Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft9 Creep Factor: 2.0 R Min Brg Width Reg = Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.804 1.5 L Min Brg Width Reg = - Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.876 Bearings S & R are a rigid surface. Bearings S & R require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.681 Loc. from endwall: NA FT/RT:0(0)/O(0) Members not listed have forces less than 375# I: 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 Additional Notes B- C 1532 0 F- G 0 -2328 Top chord 4x2 SP #2 Dense + 2x6 continuous strongback. See detail C - D 1532 0 G - H 0 - 2225 Bot chord 42 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 0 -1604 H - 1 0 -2225 Webs 42 SP #3 recommendations. E - F 0 -1604 I - J 0 -2225 Deflection estimate assumes composite action with Plating Notes 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. Webs are square cut except dbl diagonals or as Plate Shift Table 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 I Ties __.. untttNtttlrgfr S - B 791 -104 P - F 0 -839 J) Hanger Support Required, by others tJ. "`raQA` 1y B - R 0 -1171 M - J 925 0 Deflection ` pP 1aV,""fa'' ••."'llll/4' 20 O J - L 0 -1545 D - P 1431 Max JT VERT DEFL: LL: 0.18" DL: 0.20". See detail '.. CjErMs DEFLCAMB1014 for camber recommendations. Q. • v SAT 0 ' yA'. ;• Qa CID PON AL iftm nat„,tt t„tt 04/ 02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building functions. Installers temporary ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these shall provide bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u lry mumwr drawing truss inconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes paqe and these web sites: ALPINE: www.al ineitw.com; TPI: www.i inst.o ; SBCA: www.sbandust .com; ICC: —Jccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561910 / T26 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.04225 Truss Label: F3A KM / DF 04102/2018 1'S"g 22'1 " 8 1'5"8 20'8" 4„12 1,4„ TYP) 3AX4 W 3x4 3XS4 T a 1 4. 10, AL AK AG U !112X4 3X4 =W=3X4 3X4 Loading Criteria (psf) TCLL: 40. 00 TCDL: 10. 00 BCLL: 0. 00 BCDL: 5. 00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2. 00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP # 2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 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. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Po: NA CY NA CAT' NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT( LL): 0.000 B 999 360 AL* 109 /- / - / - / - Lu: NA Cs: NA VERT( TL): 0.000 B 999 240 AL Min Brg Width Reg = - Snow Duration: NA HORZ(LL): 0.000 S - Bearing AL is a rigid surface. HORZ(TL): 0.000 S Bearing AL requires a seat plate. Code / Misc Criteria Creep Factor: 2.0 265 Bldg Code: FBC 2017 RES Max TC CSI: 0.104 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used: Yes Max Web CSI: 0.033 FT/RT:0(0)/0( 0) Plate Type(s): WAVE VIEW Ver: 17.02. 01A.1114.21 04/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPIandSBCA) fo'r sa ship, practices prior to performingthese functions. Installers shall provide temporary bracingper BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinc] installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW BuildincL Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the v N Y truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.150 For more infonnafion see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t instor ; SBCA: www.sbcindust .wm; ICQ wwwJ=afe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561911 / T37 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 -A (MBRTray) Qty: 8 FROM: TH DrwNo: 092.18.1210.04912 Truss Label: F4 KM / DF 04/02/2018 8' + 9'7"4 167'4 8' 17'4 7' P'I I-- 2,6"12 -1 2'6"12 1,6"12 —I— 2'6"12 III 1 X3 = W =3X4 1X3 =3X8 1111X3 =3X4 =3X4 1111X3 =3X8 III2X4 A B C D E F G H I P 1X3 3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense Webs 42 SP #3 WO 37C0 III IA,3 III IA,) =4ADt I01 =0^0 W =3X4 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 131 W4X6 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 DEFLCAM61014 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. 16'7"4 Snow Criteria (Pg,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 p 899 / - / - / - / - / 7.2Pf: NA Ce: NA VERT(LL): 0.206 M 936 360 Lu: NA Cs: NA VERT(TL): 0.362 M 743 240 J 913 / Snow Duration: NA HORZ(LL): 0.034 B - - P Min Brg Width Req = 1.5 HORZ(TL): 0.047 B Creep Factor: 2.0 J Min Brg Width Req = - Bearing P is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.656 Bearing P requires a seat plate. TPI Sid: 2014 Max BC CSI: 0.752 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(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17 02.01A.1 114.21 B - C 0 -2602 E - F 0 -2567 C- D 0- 2602 F- G 0- 2567 WAVE D- E 0- 2918 G- H 0- 2567 04 N •AGE S t : 6 + O. 708 1 o :• SAT O 9 F A% co AL 04/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 1577 0 M-L 2918 0 O-N 1577 0 L-K 2914 0 N- M 2920 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-N 1132 0 K-H 1094 0 N- D 12 - 594 H- J 0 -1756 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices poor to performing these functions. Installers shall provide temporarryvbracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro Pry attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rovy truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of_trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essionaQ engineering responsibility solely for the design shown. The suiFablllty Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; [CC: —.iccsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565670 / T18 SY42 Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.13630 Truss Label: F4A KM / AHF 0410212018 8' 974 167'4 f 8, 1 7„4 7' 2'6"12 --}-- 2,6"12 1,612 —f — 2,6"12 III 1 X3 = W =3X4 1X3 =3X8 111X3 =3X4 =3X4 1111X3 =3X8 1112X4 A B C D E F G H I T y a 4-1 P O N M L K S J 1X3 =3X8 1111X3 1111X3 =3X8 =3X8 3X6 = W=3X4 15 6 j— 167'4 _• Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W p 893 / - / _ / - / - / 7 2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.204 M 898 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.361 M 654 240 S 155 / - / - / - / - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 B - - S 808 / - / - / - / - / 10.5 Des Ld: EXP: NA HORZ TL : 0.047 B P Min Br Width Re 1.5gq Code / Misc CriteriaCL10. 00 NCBCLL: 10.00 Mean Height: NA ftg Creep Factor: 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.655 S Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.777 Bearings P, S, & S are rigid surface. Bearings P, S, & S require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.533 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: 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 -2577 E- F 0 -2486 Top chord 4x2 SP #2 Dense C - D 0 -2577 F - G 0 -2486 Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: D - E 0 -2879 G - H 0 -2486 Webs 42 SP #3 Deflection Maximum Bot Chord Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.20" DL: 0.20". See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014 for camber recommendations. P - 0 1565 0 M - L 2879 0 Additional Notes O- N 1565 0 L- K 2874 0 N- M 2881 0 K- J 3075 0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed P - B 0 -1740 E - K 0 - 698 wood sheathing. {ttturrnrgrr b B- N 1119 0 K- H 1068 0 cifWebsaresquarecutexceptdbldiagonalsorasC ry N - D 24 -581 H - J 0 -1711 otherwise shown. /' :, tp, Truss must be installed as shown with top chord up. { .••' • a` 0. 708 1s r SAT 0 CID NAI. 04/02/2o I a WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building0forfunctions. Component Safety Information, by TPI SBCA) safety practices prior to performing these Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, _ as applicable. Apply plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the m * r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suitability Lake SuiteanduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw_com; TPI: www.t inst.o ; SBCA: www.sbcjndustry -com; ICC: www.icCsafe.o Orlando FL, 32837 R 4X6 3X8[7] O N = 4X6[131 W=3X4 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 42 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 4x2 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 Conc. 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 [ 71 W3X8 3.50 L 1.25 13] W4X6 3.25 R 1.25 [151 W4X8 4.25 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. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 15'11"4 16'7"4 Job Number: 19794 Ply: 1 SEQN: 565683 / T35 SY42 Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.17470 Truss Label: F4B KM / AHF 04/02/2018 8' 9'0" 16'74 8' 1'0" 7'612 2,6"12 2,6"12 V3"12 2,612 8"4 2'78 -+- W =3X4 3X4 4X8[4] =3X4 3X4 =4X8f151 1112X4 A B C D E F G HH I J i i isib I how h, iF, aPON iE LI—I K 4X6 = 3X4 8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.224 D 817 360 R 1195 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.393 D 594 240 L 1503 / - I - / - / - 8.0 Snow Duration: NA HORZ(LL): 0.037 B - - R Min Brg Width Req = 1.5 HORZ(TL): 0.051 B L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & L are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.854 Bearings R & L require a seat plate. TPI Std: 2014 Max BC CSI: 0.873 Rep Factors Used: Yes Max Web CSI: 0.659 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -3352 E - F 0 -3254 C- D 0- 3352 F- G 0- 3254 D- E 0- 3655 G- H 0- 3254 GE i o. T08 1 a t S T O •: A% •6• /C CID NAI. EN 04/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 2101 0 O -. N 3655 0 Q-P 2101 0 N-M 3649 0 P- O 3660 0 M- L 2014 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp R- B 0- 2334 M- H 1370 0 B- P 1383 0 H- L 0- 2280 C- P 0- 405 L- 1 0 - 465 E-M 0 -537 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83, B7 or 810, ALPINEasapplicable. Apply plates to each face oftruss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4q Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mMwcouau+r truss in conformance with ANSI/TPI 1, or for handling, shippinlqB, installation and bracing oftrussesA seal on this drawing or cover page , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The sui£ability Suite 150 anduseofthisr7rawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insLo ; SBCA: www. sbcindust .com; ICC: www.iccsafe.orq, Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561913 / T12 / SY42 Cust: RR408 JRef: 1W9S4080007 7510 - A (MBRTray) Qty: 1 FROM: CH DrwNo: 092.18.1210.05193 Truss Label: F5 KM / DF 04/02/2018 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 " 2'108 + 3'10''"8 11'10"8 2'10"8 1'i' 8' f I__ ---i I— —I— 2'6"+ 2'6" 2'6"12 12 2'6" 1111 X3 1111 X3 1X3 =3X4 =3X4 III1X3 =3X4 =1X3 A B C D E F T y 1 L 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 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. 10' H 3 3X4 674 574 — 11'10"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.017 K 999 360 L 349 / - / - / - / - / 7.3 VERT(TL): 0.037 K 999 240 P 682 / - / - / - / - / 8.0 HORZ(LL): 0.005 B - - H 313 / - l - I - I - l 7.3 HORZ(TL): 0.007 B L Min Brg Width Reg = 1.5 Creep Factor: 2.0 P Min Brg Width Reg = 1.5 Max TC CSI: 0.416 H Min Brg Width Reg = 1.5 Max BC CSI: 0.387 Bearings L, P, & H are a rigid surface. Max Web CSI: 0.134 Bearings L, P, & H require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. B - C 0 -435 04/02/2018 Maximum Bot 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 - 409 C - 1 0 -484 E -H 33 -414 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byt TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 67 or B10, _ as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. tefer to drawings 1, drawings160A-Z for standard plate positions. LPPI1 1N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u+nwcoMMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this lob's general notes page and these web sites: ALPIN_E__www.alpineiIw..com; TPI_ www.tpinst.org_ SBCA: www.sbcind_ust .com; ICC: www.icCsafe.o Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 561919 / T19 / SY42 Cust: RR408 JRef: 1 W9S4080007 7510 -A (MBRTray) Oty: 1 FROM: CH DrwNo: 092.18.1210.04959 Truss Label: F5A KM / DF 04/02/2018 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 " Lumber 1'2"8 3" 6'4"8 131 r 4'11" 11"0"8 5'6" f 6'3" 1'8"12 --— 1'8"12 " +— 1'8" { 1'4"12 -}— 1'4" —I TYP) 3X4 = 3X4 A F G H I T 1 1 -'10' R M L K 3X4 -3X4 11' 10"8 Jj Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 42 SP #1 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord'up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 G 999 360 VERT(TL): 0.011 G 999 240 HORZ(LL): 0.001 K - - HORZ(TL): 0.001 K Creep Factor: 2.0 Max TC CSI: 0.121 Max BC CSI: 0.167 Max Web CSI: 0.157 VIEW Ver: 17.02.01A.1114.21 GES Y.p< 0. 7,08 1 04/02/2018 AL Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W R* 149 /- /- /- /- /79.3 K 295 /- /- /- /- /7.3 R Min Brg Width Req = - K Min Brg Width Req = 1.5 Bearings R &'K are a rigid surface. Bearings R & K require 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 require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) for satety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinc7installedperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build ingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MrV COMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, . 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility,. the Building Designer per ANSI1TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o ; SBCA: www.sbcindusl .com; ICC: — imsafe.org Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565673 / T31 SY42 Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 9 FROM: CH DrwNo: 092.18.1214.20253 Truss Label: F6 KM / AHF 04/02/2018 3 1'6"10 1'6"103 1I I I X3 1 X3 = 3X4 III 2X4 A B C Ta° T L 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 Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=3'4"4 ,y=10' uses the following support conditions: 3'4"4 Bearing D (3'4"4, 10') THA422 Supporting Member: (1)4x2 SP #1 Dense 2) 0.162"x3.5" nails into supporting member, 4) 0.148"xl .5" nails in flange and 6) 0.148"x3" nails into supported member. 3X4 37'4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Deft/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 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. ENS i 4.70$ 1 SAT O r 04/02/2018 fi] Maximum Reactions (Ibs) 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# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachod rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinc7 installed per BCSI sections B3, 67 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nrr.co~ truss in conformance with ANSIFFPI 1, or for handling, shippinq, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTesslonal engineering responsibility solely for the design shown. The suitability Suite Lake and use of this r7 awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this lob's qeneral notes paqe and these web sites: ALPINE:—alpineim.com; TPI: —.tpinst.orq; SBCA: w .sbcindustry.com; ICC: w .iccsafe.orq Orlando FL, 32837 Job Number: 19794 Ply: 1 SEQN: 565676 / T34 SY42 Cust: R408 JRef: 1 W9S4080007 7510 - A (MBRTray) /7510 - A (MBRTray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 092.18.1214.24217 Truss Label: F6A KM / AHF 04/02/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MI Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 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. 3'7"4 1'3"4 2'4" F3 1'0"4 17"8 3X4 III2X4 A D TT T L 10, H G E41112X4 r 1 3'3"12 f 3'7"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 A 117 360 VERT(TL): 0.029 A 85 240 HORZ(LL):-0.017 A - - HORZ(TL): 0.024 A Creep Factor: 2.0 Max TC CSI: 0.235 Max BC CSI: 0.108 Max Web CSI: 0.010 VIEW Ver: 17.02.01A.1114.21 1 1:••• GENS • . // a SAT g coASS/0NA'. 0''02 04/02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W E* 116 /- /- /- /- /39.8 E Min Brg Width Req = - Bearing H is a rigid surface. Bearing H 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 quire extreme care in fabricatinq, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bVV TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly l7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, le. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. kefer to 60A- Z for standard plate positions. Fr l NI 1, or for r acceptance any structure from this drawing,any failure to build the seal on this drawing or cover page , for the design shown. The swgabrlrty ALPINE r Co~y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 ri Wind Soeed, 15' Mean Helaht, Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace is 1) 2x4 'L' Brace s 2) 2x4 'L' Brace U) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14' 0' U Q S P r HF 3 4' V 6' 7' 7' V 8' 6' 8' 10' 10, 11, 10, 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10111 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 6' 7' 4' 7' 8' 1 8' 8' 9' D. 10' 4' 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' J S P 2 4' 3' 7' 3' 7' 7' 8' 7' e' I1' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' u rDr L Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 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' 11' 0' IS' 10, 14' 0' 14' 0' U 1 / #2 4' 11' 8' 4' 8' e' 9' 10, 10' 3' 11' 8' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' U S P F H F 3 4' 8' e' 1' 8' e' 9' B. 10, 1' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' I l Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 01 Q S D F L 1 5' 1' 8' 5' B' 9' 9' 11' 10' 4' I1' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 11' 8' 4' 8' e' 9' 10, 10' 3' 11' 8' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' Ill 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 2' Il' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 919' 2' 11' 7' 12, 1' 13' 6' 14' 0' 14' 0' 14' 0' Q 1 / #2 5' 5' 9' 2' 9' 6' 10, 10, Ill 3' 11' 8' 1 13, 5' 14' 0' 14' 0' 14' 0' 14' 0' d L7 U O S P F L I FII 3 5' V 9' 0' 9' 4' 10, e' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 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' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d S P DF L 1 5' 8' 9' 3' 9' e' 10, 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' e' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 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' Standard1 5' 1' 7' 5' 7' 11' 9' 11' 1 10' 7' 1 12' 9' 1 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group i S ruce-Pine-Fir Hemi MI / it istiandard 1 #2 1 Stud 3 Stud #3 1Standard Dou las Fir -Larch Southern Pinesss 3 #3 Stud Stud Standard Standard Group B, Hen -Fir 1 6 Btr 1 Douglas Fir -Larch Southern Pinewss 1 #1 2 #2 lx4 Braces shall be SRB (Stress -Rated Board). isFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress-Roted Boards. Group B values may be used with these rades, Gable Truss Detail Ni Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TIC Dead Load). Coble end supports load from 4' 0' outlookers with 2' 0' overhang, or 28 plywood overhang. About Attach 'L' braces with 10d (0.128'x3.0' i nalls. ably Truss ill For (1) 'L' bracer space molls at 2' o,o In 18' end zones and 4' o.c. between zones. Db.gonnl brace option vertical length any be T K)KFor C2) 'L' braces, space nails at 3' o.c. In 18' and zones and 6' o.c. between zones. doubled when diagonal brace Is used Connect 18' )K L L' bracing must be a minimum of 807 of web member length, dlnporwl brace for 45D# at each end. Max web Br ce Gable Vertical Plate Sizes total length Is 14'. Ill IIf Vertical Length No ice Vertical length shown In Coble above, 45' 2x4 DF-L #2 or better diagonal brQcej double cut as shown) at upper end. T f,(ill Ii , 8' f,,ir L 1 ` 11 vw• • 4 I Less than 4' 0' IIX4 or 2X3 Greater than 4' 0' 1 3X4 Refer to common truss design for peak, splice, and heel plates. Connect dlagonn at midpoint of vertical eb. 9a • <. Refer to the Building Designer for conditions not addressed by this detaG. Refer to chart ove or t .l w, rrr((I d AN mvaow+wlNr 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 WAR'm1°m I iAB AND FMAJIv ALL mneS ON THIS DRAVDIGI • e-Dro(TAW— fl1R1OSH TNu MAVIN6 To Ali LVTTRACTuts XMIUDD(0 THE DISTALLERS. V Trusses np. extreme can h fabricating, handlhy shipping, Wtal1hp and ReferfoaawtlrlatentedltbmofB(:SI (B,Adtne comp—rit, safet'y°Dlrparmatlona'gy Tpi aRcu far .t 4y . actices prior to parformlrre these furrtlonc. Instaaers s)we p—Mis t.rparnry ion per fL Ae.— noted otn" top chord shall have property attached structural tit athep o`e bo shall have . properly att.6ted ;idol o.ilinp L«atone shown for permanent l.terel rewt—In shall hove br k,stall.d per Wi sections N, 87 or BIG, as applkabls, Apply plates to -CpqgpoftruesandionwshownoboveandontMJoint1letslls, uMess noted oiherebe, . Refer to oleo 160A-Z 1or stondsrd plate posal,,tpbns. Alpne. a divwan of ITV building conpor.nts ou I.K. shall not be r.sponsa. for arry devbifonthisdrawlanyfawntothetrussInoormarKewlarNW/TPI 1, or for lrartla.p shlpplry Ywt seat o a brache of trusw.s. sc—pt— prof.sseolAsealanthbdnsbpormv.r Usfep thb dra.wp. Y,dtcatrs o/ f Zzy re wrad1,11ty solrlyn dewlap D. ; Sop is alaebpstrVCWatheilr for more Mormata. ss. this Job's 0•rr•r'a( notes and thss. web sit.. ALPINE. sewco alpnelt.a Till-eee.tpwt.orW SMA, .se trr'.V im swIMP.,oro SAT Q V yC• f , SON AI \\ 101 l M;.10 2018 MAX, T T, LD, 60 PSF REF ASCE7-10—GAB14015 DATE 10/Ol/14 DRWG A14015ENC101014 MAX, SPACING 24,0' 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 Orr 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure B, Kzt = 1.00 Or, inn mnh wind Sneed. 3n, Mean H.I.M. Partially Fnrinsed. Fxoosure n. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'LBrace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace as 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' U Q S P r P 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' e' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 0' 10' 3' 13' 0' 1 13' 6' 14' 0' 14' 0' J U S P I DPL2 4' 1' 6' Ill 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14, 0' Stud 4' ' 0 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10, 3' 11' 0' 13' 11' 14' 0' U i..) L f S P P u 1 / # 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' C' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' flPStandard4' 5' 6' 5' 6' 10' 8' 7' 9' 2' Ill 0' 11' 6' 13, 6' 14' 0' 14' 0' 14' 0' O 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 0) S P 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' 1 / # 2 5' 2' 8' 9' 9' 1' 10' 4' 101. 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d uH OS P P 3 4' 10' 8' 7' 8' ill 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' B' ill 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X S P 1 5' 4' 8' 10, 9' 2' 10' 5' 10' 10' 12' 5' 12, Ill 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 2' 8' 9' 9' 1' 10' 4' 10191 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d3 5' 0' 7' 10' 8' 4' 10' 3' 10, e' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' t C DrL Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 0 14' ' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades,, Group A,, S ruce-Plme- Fir Hem -Fir 1 / #2 IStandard 1 1 #2 1 Stud 3 1 Stud 1 1 #3 1Standard Douglas Fir - Larch Southern Peleesw 31 #3 Stud Stud Standard I Standard Group Ill Hen -Fir 1 4 Btr 1 Dou las Fir -Larch Southern Pinewsw 1 #I 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Piro use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values no be used with these grades. Gable Truss Detall Notes,, Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing ( 5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, About Attach ' L' braces with 10d (0428'x3.0' mW nails, able Truss ) K For ( 1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' o,c, between zones. Diagonal brace optlory )K)Ww ( 2) 'L' braces, space nails at 3' o.c. vertical length nay be T In 18' and zones and 6' o.c. between zones. doubled when diagonal 18' 'L' bracing must be n Nnlnun of 80% of web brace Is used Correct L member length, diagonal brace for 525# at each end Max web Br ce Gable Vertical Plate Sizes total length Is 14'. Less than Vertical 4L 0nth No Splice 2x6 DF- L #2 or Greater than 4' 0', but better diagonalTtflfr1 (U! fuss than 11' 6' or double cut Greater than 3%4 Vertical length shown braces single 8, f y 11' 6' 4X4 In table above. 45' (as shown) at L _L + Refer to common truss design for upper end. ` es peak, splice, and heel plates. Connect dlagona at wee ea a+ a Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart ve 8or m x able etc n 'l_ . not addressed by this deta0. WAMMID- READ Alm I MUN ALL Ill of Mats BRAWIN[i REF ASCE7-10—GAB14030 mrOWrANr® FuwaaaTallyBRAWINGToAll_ co(rRACTM ncUmB(s I I114TAL1ERS . Trusses require extreme care h fabricating, namdlhg.:hyppY p, estslunp any ixvdna ReP DATE 10/01/14 follow tl,e latest edition of DCth setup Co s. Installers Safety L,lfarnntbn, a or ord S C/J P ' , ptays priortoeditionparfftheseapinganw. Lstau.rs ehou powidsZ= t.Rorary bra a T no athar.ise, tapchardshnuhowproperlyattachedstructuralsheathsgboSAIDRWGA14030ENC101014 shall have a properlyattaclsdrigidcoRWOLocationsshownforparlansntlaterolrostraMwshallhaveInstalledper I sections B3. 17 or 110. as oppllcoate. Apply plots to f e a Q RReefer—to d a ww Z et;.dPlPlate JointBeta.,. unless natal atFaar... , ..., ,`c Alplma, a dlvislon of ITV IkAde,a Conposnts G= IIK. shad not be rate Note for ally dfV •'a,welr 1a.••a ` AN ffwcx iAR%NY this drawing, any faWre to the truss h c arnonc..itn ANSI/TPI L ar for handele, j MAX, TOT, LD. 60 PSF hstallotlon 6 brocep oftrusses. A seat of this droeeg or cover page Bsteg this droebp, fndcatax ocQPtor aP prroFessexd / } M. tN 13723 Riverpon Drive Perpesere0rwsposFirsola(y y desipl > suhfobAhty l i S ichEis drawee s /V N Ajo Suiteand enW ='. —Firs, o sins f( n f t({ Maryland Heights, M063043 For ware Infornatbn see this J.W. ansrol notshi page and those web rites, MAX. SPACING 24.0' ALPINE, eewalpesmwralo TPL www.tphst.oral SBCM ww. wsbtry celdus.orgi ICG ..w.IcoaPeorg4i /2018 CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf, Is specified on a truss design but an alternative web L-Relnforcernent: or reinforcement method Is desired. L-Relnf, Notes: This detall Is only applicable for changing the speclfled 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 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, NO Center scab on wide face of web, Apply (1) scab to each face of web. Apply to either side of web narrow face, Attach with 10d (0.128'x3,0',min) nails at 6' o•c• Reinforcing member Is a minimum 80% of web member length, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0128'x3,0',min) nails at 6' o,c, Reinforcing member Is a minimum 80% of web member length. H, Scab T-Relnf. L-Relnf. e.vNHmaso aFae AM Fo.Lw Ni Hvres ON This HRAveG O. AM 1 T L PSF REF CLR Subst. s PO 1ANT FURHBH THIS HRAWIHG TO ALL (a1TRACTuts DIURe6 THE DIHTN1FRi_ Trusses regAa sxb am cnre h fabrics hstn snd Ref to anrhraLLotMlatestedltlor, oP scsl caadrn c '°' h°nntl1t met nrnntwn T'Ibo'•°,drs%ca P TC DL PSF DATE 10/Ol/14 prnctlus prkr to perfornhp tMse fur¢tlorn. Lut•Uers shall provide tsnpororr brndnp W Unless rated othersW, top chord sMU Mve properly nttndrd struciurol sMnthkp and eh•U Mve n property nttncMd rlIpplIdd aeMkrp Locations sham for pernsnent intern: nstrnht F SAT Ci : BC DL PSF DRWG BRCLBSUB1014 d sMU Mve hsinllyd per eCSI uctkxn H3, H7 or HUI, ns opplkab4. Apply plates toe . aP truss and on u shorn obov. nrd on tM laht eet•Re, uNess natal otMrebxe. c B C L L P S F Refer to dra 160A-Z Par stord•rd pleb posHlans. i' e : I1l'1 li1NaDMMNY Nphe, n Wbdon oP ITv 9uldno canpo.rnte r: Inc. sMu eat b. responsbl. far orry devin thb drnshH, orry Pollurs to buNd tM truss h c arwmce slth NISI/TPl 1, or Por M t1L ••s.• TOT, LD, PSF hstnllntbn L brac4p of trusses. _ vnl on tfds ara.hH 0RiverponDrivef—•nY•e H SLY •k0 n. r p.r is.z a,NAL \\ DUR, FAC. Suite 200SuiteMarylanG Helghls, MO 63043 Far pore hPorwaV see i J.W. notes and tMse eb sit f 1:0111 ISPACINGALPIIE nsnlpheftscaru TPH ....tphstary sear ...sba:try.arw Ica -.*aTtipSBCAo COAffW 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, O Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs, O Compensates for different deflection characteristics between adjacent trusses, O Improves appearance of garage door headers and other long spans that can appear to 'sag,' O Avoids 'dips' In roof rudelines at the transition from the gable to adjacent clear span trusses, Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system, The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -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/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1,00 x Deflection from Actual Dead Load Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0,25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + 15 x Design Dead Load Deflection) The following tables are provided as guidelines for Note, The ngygl load may be considerably less thanlimitingdeflectionandestimatingcamber. Conditions or ,, 014brn, th . ea 'tgad, codes may exist that require exceeding these' recommendations, or past experience may warrant using"••.••f''r more stringent limitations,I• s` •. ; V#JMIG- READ NO FOLLOW Au 06= W nU DRAVDO ` • OtTNU FtXWM Tlas =Avm To ALL DCLUBM TW DISMLLl7t> ; Trusses regtAre mltr core in fobrknthy hondlbp, shop1ro, bstalUnp and b vdr RK to by SHca O. x08 = s REF DEFLEC/CAMB DATE 10/01/14 PO—t tls latest rf oP sCS1 Ouldlnp C.nponent Safety l.U. — n, TPI and cttet prncikes prk.• to perfornbtg thru fviciWPs. LrstnUers slwll provide tenpornry brn . Unless rated otlsnke, top chord shaft hove propwrly att.chrd etruct—at she.thbig dlwrd i DRWG DEFLCAMB1014 sh&U have a p,.rLy attached rlgld ceebp Lxatbss shorn far pernonwnI lateral rest W slwU have brudnp hsI.L.d HID, osHCSIsectionsH3, H7 or .pplk.blw. Apply plates toe P of truss and ppoosltbn as whom above and on the Jdnt DetoRs, views noted oth—fiew, • SAT O t. F Refer to draeeps 16DA-Z for standard date powltlws• i Alpbr, a dWkkn of ITV HuidM4Q Conporrnts Croup Inc, shall not bw resporsbl. for devk we • [V 1 ANvyRWOthisdr4wkj), Mocbp of tbulld the truss In cor ortfornonceskhAtM/TPI L for hnndlhy a.•.., 1 •••.• ;'\/ 13723 Riverport Drive A wed on tlds drowho ar corer p= Usttp this drnwbp, bulkates nmptorcw oP proFesslod OF so,•lYroy,! S { J ` Suite 200 Maryland Heights, MO 63043 f••' b' jQr•W)' orry saucwre ihw 1 For nor. bifbrwatbn see thk Job's general rotes pope and these ub sk.n ALPINE, -- tpbslt.,c.nl TPI- wew.tpinst.orgl SBCN eves try.orgl fe.ay tptiN T' ReinforcingMember Gable Truss Gable Detail Fnr I Pt -in VPrtirnl, Gable Truss Plate Sizes Dproprlaste Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2* 2X4 2X8 vrovicie connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails[ IOd Common (0.148'x W,min) Nails at 4' o,c plus 4) nails In the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus C4) 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, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A200tDII01014S11515ENC100815, 512015ENC100815, 514015ENC1 S18015ENC100815, S20015ENC100815, S20015END 01100 R,N S11530ENC100815, S12030ENC100815, S14030E 8e w101,5 S18030ENC100815, S20030ENC100815, S2003 0 ff See appropriate Alpine gable detail for max r Ined gn t v $ a _ o. 7108 1 T' Reinforcement Attachment Detail T' Reinforcing ' T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine 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. Web Length Increase w/ 'T' Brace Examples ASCE 7- 10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 ' L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' T' Relnf. Misr, Size T' Increase 2x4 30 2x6 20 wsVARNIHICta READ AM FOLUN ALL NOTES ON TMS DRAVncr ' as GWMTANT- FURNISH This DRAVO6 To ALL COfTRACTDTtS OICLUBM THE OtSTALLER4. REF LET -IN VERT Asit AN rtwaoMw Nr 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 Trusses require extrene care in fabricating, handlFp, shipping, Installing am bracing Refer and. follow the latest edition of BCSI G"ding component safety Information, byTPTP,I Ong d farafety; practk: es prior to performing these functions. Installers sh.0 provide tr ar bra Unless noted otherwise, top chord Hsdhall have properly attached structural shoo an bott sheu have a Properly attached BCs Ming Locations shown for permanent Lateral restraint ofw Apply platestoendsshalluserbracingionasperIsectionstheB7orBID, as unless of trussandpositionasshownaboveandontheJointDetails, unless rated otherrbe. Refer to drawings 160A-Z for standard plate posKlons. Alpine, a & vision of ITV BLAdino Conponenrts Group Inc shall not be responsible for any devl.tbn fr this drawing, amy f.lur. to bu0.d thetech. In con ornonc. with ANSI/TPI > or for han&Ing sH pbp Instollatbm t bracing of trusses.%A soot an this drawing or cover Usiing this drawing, indicates acceptarwa of prrofrssloegl erpYrerY p y way for design shy The spy omd vw of *Ns drawing for strony ucMe theresporsellltyofthe11100DesignerperANSYMISectformore Information see this Job's grneral notes page and these web sitesr ALPDE w-. lpineitw.con, TPI ....ipbet.or'g, sBca .w..sbclndsntry.org, Ica ww k-ofearg T _; w C eee.` wed,.• r • ['\` " SS pNAI. a""` Ofp tol OA #04J 9/2018 MAX, T T, LD, 60 PSF DATE 10/ O1/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX, SPACING 24.0'd NOTE: Details 1 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4, SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3,0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO OWEBW/ (3) lOdCNAILS0.148'x3') N 4) 10d O 2B'x3.0 O a GBACK BRIDGING G REQUIREMENTS None requiredI1roe4tcenterofVW 2 ross 0 at eadll/3 t dl 4 rm at ID' oc pdmW 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.' op- The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) ow -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably, 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), STRONGBACK o \ ' ' Z vJ ...- ATTACH aw BRIDGING ATTACHMENT ALTERNATIVES5;' eery/J`,y'i A i E SF' •[ y eWUhell d of I l)— RO.r AN 1TWCOMMNY thisketagatlon 13723 Riverport On- Pv tv,e Suite Marylandantl Heights, M063043 MAW= M ALL CO"'l,w,,'aWMU MT,E Ira, ad- ' require dMia,."of`scs'~ca'AUbV°C"^°' ni'sos.ty'°°n.r``twn0.1ngy°'raPi •°^$s •i actkes prior to perf. rk thew functbne. Lutallers shall provblr to hr . lnoted otherwise, top chord shag hev. properly attached structral shed °` dxt-d ave a attached .. Locations shwa for t l.tmral * .w4hawproperlyOtut,"d per iL si s coke, p, 37 or 11g, as opppw1k+osWnre.n Mplr pates to P tress a.a°ro eon a. sho.n above and on the Joint ]Details, vdess noted otherdse. to dv. :6 z for standard plate posltlo . i Nphr. a dlvWon o/ ITV H ldrp Components Group Inc. shall not be resporeEle far d—ft, any failure to buad the t,ss In confornsnce wlth ual/TPI I ar far °^ a bronino of tneiw.. n seal an tlhb dnasbhgY or cover tis" this drawkp, bacutes acc•ptanc• or proPesskehd ple•lm'.O ti Shawl,of he; I SeCE For rote Wornatbn me this Job's general notes ppoape WW thew web saes' KPIK- www,alpYheitw,cpu TPb ww..tpeet.vyl SW& ow.sbdndrstry.ory IM ... JccsaPeay O, 7Q$ i S AT O Fi f P4 S/ 11 AL yr fi f iTgt tttt4 TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. PSF REF STRONGBACK DATE 10/Ol/14 DRWG STRBRIBRIO14 DUR. FAC. 1.00 SPACING r W N J LiJ Q 0 Q cn o LIJ D c- ry -_ LLJ N r O U U Q co a Q + 0 ry Q w LLJ L Z_ N 0 _ LLJ G3 Z Q 4- L O o a LLJ a) 07 Li 07 U) ry U) LLJ u o Q a 3: ry J Q 14" 16' bNd 1 04 iv V iv iv4C. CVQ a0 U- LL ILL ILL ILL uLL di pM iv iV iV cV cV F46 2' F4A 2' u— L IJ— IJ— F4 V7 ODD SPACE 2 F4 F4 2, 16'8" F4 2, 2, F4 2 F4 2' F4 2 FG2 F2A 2' F2 2. F2 F2 6wc T66 2' 2 F2 2' F2 2 F2 Fl Ell 2' I Fl 2' El 2' 1'4" 2' F1 A 2, F5A C1 2, Lo IC1 2, C2 I - 6,8.oj 5,4. 8' 1st FLOOR TRUSS LAYOUT 00z r r RECORD COPY G I A 11 IPWAF-A l owo0' CEILING 1 1. i i. i W 1 I- 12' eulr_o,, c231 SAWoRD 18' A RTu 2nd FLOOR TRUSS LAYOUT 0 d SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16" HEEL I BRG. O16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'- 4" HEIGHT 23) THA422 19'- 8" HEIGHT 0'- 0" HEIGHT 0'- 0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/ OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1- 1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION 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 ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING k BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU— SPAN TRUSS CO. 407- 321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7510 — A LOT/ BLK/SUBDIV LOT 12 REAGAN POINTE SCALE DATE DRAWN BY JOB NUMBER 4- 2-1s CRH 19794 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 accordaice`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' ` _ , M-1917. will be =don'cain-compliance-with- all-applicable,4aws-regulatine; construction -an Signature of owner/Agent Date s s Print Owner/Agent'i Name Signatureof Notary -State of F orida Date Qwner/ AgentjIs R Personally Known to Me or Produced ID — _ Type of ID r 11 Known toMe' or BELOW S TUR OFFICE FUSE V-1T4) Permits Required: Building Electrical`Q Mechanical Plumbing[_ Gas - Roof Construction ° Type: Occupancy Use: _ :Flood Zone: Total Sq Ft of Bldg:-. _ Min. Occupancy Load: _ _# of Stories: i New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads ..__. Fire Alarm Permit: Yes Q No APPROVALS: ZONING: COMMENTS:. UTILITIES:_ _ _,,. WASTE.WATER: ENGINEERING:, FIRE: BUILDINQ: I Revised: June 30, 2015 Permit Application STATEWIDE Ali' 1-888-831-2665 u t State Cert CAC032448 C11111P1111IFFID David Weekley Homes E Revised Date: 3/2/2018 225 S. Westmonte Drive, Suite 3300 Phone: (407) 865-8210 Altamonte Springs, FL 32714 Job Name: Reagan Pointe — 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job;,; i Design Criteria: j R-38 - Vented Under Attic R-19 - Vented Knee Wall R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane U-Value = 0.34 SHGC = 0.30 Water Heater - Electric 40 gallon, efficiency 0.94 REAGAN .POINTE - 34' COTTAGES _ FANS/FAN TOTAL CONTRACT PLAN, NAME TONNAGE SEER HSPF i LIGHTS _-' PRICE. 14.00------ 8.2 i a .-w.44/ 0_- 7413 Opt Bdrm 4 3.5 14.00 8.2 4/0 7,315.00 7497 3.0 14.00 8.2 4/0 6,958.00 7498 3 0 14.00 8,2 410 6,759.00 7499 2.5 I 14.00 8.2 410 6,506.00 REAGAN POINTE - 40' _GARDENS .__..m__ FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF LIGHTS PRICE i I. r i 4 hi*"ty 1 10z7,p49." f pw 61'I bum&.., d:' luYJal.We: ,. P u,L`. 7511 3.5 14.00 8.2 4/0 7,361.00 7512 3.5 14.00 8.2 4/0 7,660.00 7513 3.5 14.00 8.2 1 4/0 7,373.00 NOTE: PRICING IS VALID FOR 6 MONTHS. Equipment to be CARRIER HEAT PUMP (CH14NB/FB) Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof, 7" range vent, programmable thermostat (TH6320U1000DAG), (1) Honeywell 2-Zone Damper System, 1) Honeywell Y8150 fresh air, and a 2nd year warranty. Customer Initials HVAC i STATE CERT. LIC N CAC032448 531 CODISCO WAY i Sanford, FL 32771 407) 333-COOL www.delair.com r Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407-422-2234 NOC18407 RECORDING INFORMATION ABOVE THIS LINE Permit Number: STATE OF FLORIDA COUNTY OF ORANGE NOTICE OF COMMENCEMENT Tax Folio Number: 22-20-30-520-0000-0120 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Pro pert t7of an Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 throw ,inclusive, he Pub is Records of Seminole County, Florida. Pro erty Addr 2910 Gipper Circlord, Florida 32773 2. General Desc t ' of Improvem onstruction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A S. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in I ection 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and nal 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company / I By: John Kingman g, s thorized Agent 1 STATE OF FLORIDA 110 COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY F HER CERTIFY, that ohn Kingman Keating, is/are the same person(s) either executing or acknowledging executi of the or going instrument because: personally know him/her/them OR I have satisfactory evidence of same based u _ or' a driver's license or _ ther identification: WITNESS my i nd o ci seal in the State and County aforesaid this 26th day of June, 2018. NotaryYublic S&Ature "mptk, SANDRAGREER RACE NOTARY NAME& SEAL B.IMEDIATELY BELOW) Z C Commission # GG 123703 N9lfOF Expires September 8, 2021 ff* F Bonded Tlru BU40 WWSefVICEt GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2018074409 BK 9162 Pg 1626; (1pg) E-RECORDED 06/28/2018 09:09:17 AM 10. 00