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4602 Tampico Way 18-1757; NEW SFH
A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: It (It Documented Construction Value: S Job Address: O (0^ Historic District: Yes 7 LNO I Parcel ID: '5rZO 0000 0330 Residential IV Commercial[] Type ol'Work: Nvvz AdditionD AlterationD Repair[] Demo[] Change ofUseD Nlovell Description of Work: Plan Review Contact Person: 'T4;)_PC Title: Fax: _Email. Property Owner Information N a in e 2F-EL-z2 L 1L r Phone. Street: It jI Resident of property? - City, State Zip: 7-V, _n(_'_ Contractor Information Street: Z k I t Fax: City, State Zip: 3'1_T State License No,: CfJC, 51 R ArchitectJEngineer Information Name: L! 7-e P lit o n c: le)l- Street: lZ Fax-, C` City, St, Zip: E-mail: 4 Bonding Company iviort-a-e Lender: Address: Address: WXR-NING TO OVIrNER: YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMEN'r MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ek NOTICE OF CO.N[,'.IFNCF.NIF.NT mus,r BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST LNSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT application is hereby trade to obtain it per-na to do u-,e Gvork, acd installations as indicated. 1 certify -)at no %vork or i tnstj latiotasconnrcnce.d prior to the issuance o,'a permit ar.d that ail work will )e performed to rnect standards of all [a%vs re -alai ng conit-jc,on in this jurisdiction. I understand that a separate permit nittit be secured for electrical work, plunibing, signs, ivells, pools, furnaces, hoileri, beaters, tanks, and air conditioners, etc. FBC 10-;.3 Shall he inscribed Nvith the date of application and the jade in effect as of that ckire: 511 Edition (2914) Florida Buildilv-. Code Ro Ised lunc " 0. 201 > Ilurlim \ptIlIcatloo I tiOT'((7: Ir, idd:',ioa to t:i-- (;c a Ina,, to 1,6S ")CDJ;ery t ra. miry be fQluld in %'la pljb':, rceot of this Qoun:v, alit UtCrc relay bll.xzi rotate_ ;n,tit:C3 ilo:" 10 %vver tiara- M.Or'. fls0c,3, itata a-encles, of "Cder,! a 7-,ucii N" eptaaoc e' pern:is vcridcation drat I wi!i nctit/ o6ttc prope:7,, ol--the zequr.-.netr., ofFloriza Lizr, Law, ES 7! 3. 7,,- City of&mCord req,-ires paym nv if I play fi!a it the -,iaic apc:tnit iubatt"- . A zopy of tare executed cac,:ract is Cs(Julrd in order zo calculatc a plan mvim caarp: and vVil., be censidared (1--- estiailac,.-d ;:;ritzttctcia vr3l-,ic othe job at Ile oCitlbriit-al, T',le 2ctaia: -onstr-4vion value 'wili !,e C12UMI ba3--J an the C1,177enlf [CC Viluatior. Tab[: in affp--t at !,: 'Und 'fta per=t is i3stud, in azcu.-Ja.ia-- with local : l[dinatico. Should calcii,at,-e ahar6ei of 6e esc ueaA contra-t m:tcd tl c actila', vaLic, cradi., will be applied to your pxnni: fees ,vhuni the pernit is Lsi-,xd, QWNER'S AFFMAVIT: I certify that all of the foregoing information is accurate and that all svork vVILU be done In compliance with all appl1cibte taws regulating construction: and zoning. C)// O Cl W-wivitAgn" If 4-, DAI: A T'N It I r-r, .0 sue, J T% Fit- RACHEL BLACKWELL RAC111 LACKWLlt Notary Public -State of Flor To rll,, -) NOWY Public State of Forioa My COITIM. expires Jan 12, 2013 MY Comm. Expires Jan 12, 2913 2913, Cornn;issioti # F1',2350Commission FF 962+50 Me or 11 nio naLN KcowtoMeorJ) Type oCTD D —711 =e,) BE, LONN' IS FOR OFFICE USE ONLY Permits Rcquired. Building® ?iumbiriqg Cias[] acd[] Construction Type: Occupancy Cie: Flood Zoac- Total Sol Ut of Bldg: "din, Occupancy Load. l# of ,Stories: New Cons traetio n: V.lectNe-#ofAllnpi Pluinhing - 9 of Fixtures Fire Sprialder Nrinzit: Y,-i 7 LN(, of heads Fire Alarm Permit. Yei APPROVALS: Z(D,41,,NG: UTILITIES: 'W' ASTE WATEIt: EN(7T[\',F-F-R7,.',Xr: 440-" E; 15r, FUE BUTILDrNG: 5,-F 14. 01 CONEWENTS: _ Ok to construct, si ngl e family home with setbacks and impervious area shown on plan. q6to ISR func 30, 70ti vmwt Novic;viou Prepared by and Return to. JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E, Colonial Dr., Ste. 301 Orlando, Florida 32801 Tele hone: 407-422-2234 NOC18348 RECORNNG INFORMATION AA0VF THIS LINF. NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000-0330 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 33, Reagan Pointe, according to the map or plat thereof, as reorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Pro rty Address: 4602 Tampico Way, Sanford, Florida 32773 General Description of rovement: Construction of single-family residence and applicable associated im rovements. 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: Weekley Homes, LLC, a Delaware Utnfted liability company 225 S. estmonte 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(t)(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 Noticeas provided in Section 713.13(i)(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 I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER 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 Delawar limited liability company By: John Kingman Keating a Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date §et forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a De re limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I R HER CERTIFY, that ohn Kingman Keating, is/are the same person(s) either executing or acknowledging ex o areg rig instrument becau I personally know him/her/them OR ____ I have satisfactory evidence of same based a on river's license or _ Other identification: WITNESS in rid d ici I I in the State and Country aforesaid this 14th day of May, 2018 A,ytTru fiANRRAGREER P ••...•4h Gptntnission A 0G 1297Q3 Nana R blic amee plresSaptembet8,1 MACE NOTARY NAME ' IMMEDIATELY BEww) 1 ggq,p tlaullwe4^I 9a+ID t GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018054783 BK 9132 Pg 1480, (lpg) &RECORDED 05115/2018 08:39:44 AM 10.00 ItJ1 ., P'1t`1"1 `i t '4'E'10 CITY;C)E SANFORDn-___, BUILDING & FIRE PREVENTION F I PERMIT APPLICATION s..._ Application No: Documented Construction Value. 5 14 q'-- --- Job Address: Cp "(')l}}-- Historic District: Yes iia t3J Parcel [D: 2"-- ''Z.ca 0000 033c0 Residential[IVCommercial[] Type of Work: New 0 Addition Alteration Repair Demo Change of Use i4[ove Description of Work: LinQ wit Plan Review Contact Person: t Title: ;( Phone: 1 Fax: t Email. i C (-jO 1 i •CSC- Property Owner Information Name C HQ - ffiPhone: "113 -cal le-` 3t k5 Street: t f Resident of property;' City, State Zip: C Contractor Information Name l ( . Phone: 40 7 - Street: 22 t fj 1GF Fax: City, State Zip: State License No.: CaGt571qM Architect/ Engineer Information Name: LKL-1u zn Phone. QM_Ul 1• IQ 1 j Street: I,r 0 a = G Fax: Uti1 R City, St, Zip: CX :E 32-?q t2 E-mail: Ex (..t:;H Bonding Company: Address: Mortgage Lender: Address: WAR. tiING TO OWL ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE-NIENT ,NIAY RESULT IN YOUR PAYING TWICE FOR INIPROVEME`iTS TO YOUR PROPERTY. A NOTICE OF CONIMENCENIENT MUST BE RECORDED : AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A_N :ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCENIENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that nowork or installation has commenced prior to the issuance or 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, pluntbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the (lute of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code RCvlsad: him: Jtt. 201,1 i'crurit Application I r* SOTIIC',',:: Ir, addition to t.'rc requ?recw:as of tlus permit, Cher: may be additzouu: c=.ctiow applicable to taus pcoper'y taa: may be found in %c pub.c rccov:j of this county, and there may be a diti--n Dera ics mgtdred Eom otlte: govarr_mautcl et:tides Such a3 water nar.a;ercov.: dist.tes, state agencies, or federal agencies. Aeceptaace o: pertn't is vcridoatioa that i will rctifj tL•e awncr of the property of the requiremems of !'larida Lien Law, FS "! :. T::e City of Sanford req-.-Tres payrtert of a plan revie-.r fee at tha -i= a oPpv-r^.it 3t:batiu-A A copy of the exceated corsact is caquired in order to calculate a plan: review cilwr¢c and wil! bs considered tl:c csdmatA ones -actors raluc of the job at the time of 3ubrnittal. The acuta; cotwcntction value wit, be figu ed based on the cur-ent ICC Valuation Tablz in efEnt at di.- time the per.:•tit is issued, in acco:deacc widr "--coal ordinance, Should calcu'ated char;ci t:gtrcd of.- tiic cxecuted contract exccad the actua; construction value, credit will be applied to yaur permit fees whon the permit, is iss4cd. OWNER'S AFFMAVlT: I certify that all of the foregoing information is accurate and thac all work will be done in compliance with all applicable laws regulating construction and zoning. Sign Rxa of of .' g Get Sx aare. o: C tt once lgxt Date ewrr RACHEL BLACKWELL ' a a.'• RAC LACKWELLz. t' z Notary Public - State of Florida l , _ Notary Public - State of Florida ' My Comm. Expires Jan 12, 2013 aT Q`? bly Comm. Expires Jan 12, 2018 Commission # FF 062 50 '•.,=FL t Commission # FF Q62 50 Lr rA, rr.; ti 4o. ale or 1. ersona hr eo<<v to ate or 1 Type of ID Prcd:rcwd iD ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Elect: ical Nlcchaakal [] Piumbing[] Gas Rcof 0 Construction Type: Occupancy Use: .Flood Zone: Total Sq Ft of Bldg: Min, Occupancy Load: # of Stories: New Construction: Electric - # of Anaps Plumbitta - P. of Fixtures Fire SprWder Permit: Yes No 0 # ofI-leads Fire Alarm Permit: Yes \`o APPROVALS: ZONING: UT[LMES: WASTE WATER: E1ICx11iEERCtiCi: FIRE: BUILD Ni G: t: CC?NEVI NTS: aaviscC: tune 30, 1011 Ftmiit Agpu vxlwt COUNTY OF SEMINOLE 111 IMPACT FEE STATEMENT STATEMENTBUILDING APPLICATIONI#Q#00a8 10000414 DATE: May 01, 2018 BUILDING PERMIT NUMBER: 18-10000414 UNIT ADDRESS: TAMPICO WAY 4602 22-20-30-520-0000-0330 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: MESEOAKOROADADDRESS: 1111DNWPOST HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPEUSE: WORK DESCRIPTION: SPECIAL NOTES: 4602 TAMPICO WAY / REAGAN POINTE / SFR FEE_______________ TYPE BENEFIT RATE UNIT DIST SCHED RATE CALL UNIT TOTAL DUE UNITSTYPEROADS- ARTERIALSS CO -WIDE ORD SingleFamilROADS- COLLECTORSHpN/AnU 705.00 1.000 dwl unit 705.00 Single Family Housing .00 FIRERESCUE1.000 dwl unit 00 LIBRARY CO -WIDE ORD SinggleFamilyHousing00 SCH 0LS I 59. Qa ORD 1.000 dwl unit 54,00 SingleFamilyHousing9,OQO.OQ PARKS1.000 dwl unit 9,054.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 9, 759,00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOFOCCUPARYOROCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY BUILDING DEPARTMENT OR CITY OF SANFORD 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT THE COUNTY OBUILDING YPERMIT NUMBER CHECK OR EATOTHE RTOPNLEFTOOFDTHREFRENCE ISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVEv 5/04/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:32:55 APPL # 18-10000414 PERMIT # RECEIPT # 0153179 OWNER: JOB ADDRESS: *CITY NORTH LOT SCI LIBRARY R _5i_._0_0_ .010 SCI SCHOOLS R 9000.00 9000.00 .00 SCI ROAD ARTERIALS R 705.00 705.00 .00 TOTAL FEES DUE ............. : 9759.00 - AMOUNT RECEIVED... ......... : -97759.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS COLLECTED BY, BDDT02 BALANCE D Ut . .... --.- .00 CHECK NUMBER.........: 000002782291 CASH/CHECK AMOUNTS...: 9759.00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: I - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMW.ALL-V MW116- A- Permit # BUILDING PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 1 0 Slab / Mono Slab Prepour 40 Lintel / Tie Beam / Fill Down Cell 50 Sheathing - Walls 50 Sheathing - Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 80 1000 Final Stucco / Siding 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy Wiggers Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: Twiggers@dwhomes.com Property Address: 4602 Tampico Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0330 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 0 New structure 0 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-1 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: F-1 floodplain El floodway F-1 A portion of the parcel is in the: El floodplain 0 floodway 0 The parcel is not in the: FEW floodplain F-1 floodway El The structure is in the: El floodplain E] floodway El The structure is not in the: 0 floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1757 Reviewed by: Michael Cash, CFM Date: April 30, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping 0, 11.%* 9 IAI V - - OY Departmant of Planning & Oevalopment Serticest 3CO N3;rth ?art,t A\,erte. iarfcra, ?Icroa 3277, Phoro: 4C7 3,13.5140 Fax: 407,188,5 1 11 113 remu be clora or To wl.,ject pm;ir,y or n lie. 'Ity of Swfor:!'i nght-of•way;r 3ccwancawft.l ',to If/ a,equ atiors and the a!tacred ;3r3:r,4cIIcn plans 3pcmved 13 par,, ar Ih;a pornl. -he parrot s cacuirac fw IrNewsy or sidewa, k conott-uCtIon C,e,r IOC 3q:,are feel if :nCrp_(e ,)r i4her matedat or (he Juble i, l ' ca, (;at 3nd / or y _-G,,,3truct1cr, of a drNoW3YWor. ' N31.'3Y larC3C30e 'Nilit.1 the city rfght-o.,'-Way, t loo3 not approvs any work M ihp iny other Q31 AjdU;Iion a Al raqueatztd r(crma"!or, Itefow as we; as a cu tint 3t:rtzy, 316 fan Irplet :!ea.--y dlentlf`y;aq to 4","tm bolow. V29 and !ocelon ct the auit.ng rtgh(_:,-way and (.,so Wall oiprovldee or apfilicaticn oould oe del3y^j, call amrs,w 4:1& 1 — 1. PrClect . 1ccocr/ Adatem lVakyay [] cthe r Z ProqC391 AOity: IL O"IeW.3y F7 i3. Schedule cif Xarc star: 0-at.- crry.Oleko ::wt! El ittiergemy Rc,pav3 4 Ecaf :esa* pacn of Vtorc This aPPliCatJOn 1S SLIbirntt d by: Prapett/ r-mror. " s, 7j - C> L4 1 A±CAOIYv, a_ Tli\/e fuiLC 4 Brassai5 s. naP-Or,o: 403 -'Itas=11-00 Fax: To"all., Date:- MV%A Nlaln, anar,aa Rasaonsibftifiosltndamnifieakion r.,e P,. iqL,!stcr anitsa, _c7:qrtsa3 and -i33!qn a, s-ailne Valf [IMoe,ratirtananco of to mim/eirant ard u.jravod ;oiljon t ,'grit of w.r! AdidCent u7d,'2D. RaqUa5t( 'nay, M,h %Wiittall C;Iy remove 3arJ kilt' raitefing tiis `v,*of-gray :o its IreviGA3 cOo-zlItOn,, Ir the iver! that art' klura :cw;V,4tivn Atfitles, factOtIes, or ary 14warat mmntanarci imi,Aw qv hat City baco,ris,n =WIc,. jol', tt*o ao,,No ;sr—jtse Ictivily. ,he oe m4tse shall remove, '3 "'ta as iecis6ar/ xio :cs' to Ithe City rut $a ifij r5ofr Is ItI_n lacditles 3j,3 j.1 h(3 X41,; 4-fitofway if ;ha Pjtj4aSIorI0tts 0 r' .4t)UrUo,_aW ran 'to vipmarred acd am 'h pra'I'miily Mateo ;Iterla. r.11t . 11XCCI'd3(ICa M 0'. Wn"Pioloty -=iore the Ignt-1,vay -o Is Imtets Cordijon, the City snarl, aler 3;prooiate aOdce, raatcm tt,.q aria to it-, )rav+ot,3 miqNov at ',he RE)cvusZcrI; jxu%vsz ard, f ^ecesssfy Jt,, 3 l.en (,,n :na RaqLlestor,3 ;rNerty, " 0 r=ower la -and, ocamnoj, ir- dad larmleta ,Iu _-y, "l-ouralcarscra, atqenm, s:es ;aapt3irtar3, eleme:, ar t irac} 'rccr and a, lnst an7,.r.t all iand t ss. iaitns n?nanies, ruler #s. s4 ts, iu gmarsa, hires, expanses damages tck+zc, mdr3 or clorkseqt, enueo, of r1t4r-I --t any ntura mndtazevir to poison or :r-_.,erty, ard T4 sots and axpenjas <ncRsettt rilronso, SOW3013rIz. ard easoracla x1crilay'3 Ape; as to any_ ncIuc';,iq an a^,*-ial;, esL,It:rq r aly (631,1,111 Iran )rvanq 11 M-31Y X:ncirectityuc-)ic, conroaxpd,mifh ts Asa otithe yht-of-way I haven rilacl and und4irstain the alboovostatemant and ay signing this aPPliClIdOn I 3gi`0 o to terms, Qrik This permit shall be posted on the site during construction. Please aafl •IVAM. 5060 24 houm in advance to schedule 3s Pre-loav Ir3cec" crt oy: Arpkatlo^ No: Ravlowed. P,jblk- P/ crk:. it Approvad: Cite: Official Use Only Pao: Cite: Cva: — latc Date f 310 f5 - aiba!ns?ec: ecl by Cate 3fer!a( Perrot`. Gcm',rons. LIMITED POWER OF ATTORNEY Altanionte Springs, Casselberry, Lake Mary, Longwood, Sanford, Z5 L) Seminole County, Winter Springs Date:hn I hereby riarne and appoint: i to be my lawfut attorney -in -fact to act for me to apply for, receipt foe, sign for and do all thlzil2s necessary to this appointment for (check only one option): 0 Theit and application for work located q-v=IHPk C-%::) LA- r--IAI l- Str-n.-i Ajdress; Expiration Date Cr This Limited Pover of Anorricy: ALlcens., Ffoider Name:—) State License Nurnbel': C 6 C Signature of Llc,-risc Holdcr L STATE OF FLOIRIDA COUNTY OF The fore-oin(y instrurnes3t was a7kno,,vlcdv before me this A )q PwA It-, gcd day of I 204 J' , by who is VIKersorially known to me or c: who has produced identification and who did (did not)'takc Sea!) rint or type name LACKWELLRACHEI, B st, Notary Public - State of My Cot Expires Jan 12, Commission No. Commission # Fr 062350 Nily Commission Expires: iIyl.I()t'YrF' AGIJ,t'.`/I(',I'aI I' d- p 1, pp((i \ jj, t i P v"O/C,FZ (r jj [` 1.. t\t r.il(ti.i t I.;k<.l'il.t -i: C\1, li...? A,( i':l1 10(1t 1)rii.i; .`!t it`t?u.'t ,, .Oti "V?tf; Ovi;t:.(h, t'7alAl'ord, t! .' i: 1. J a+.. i.aat1 ia9t't Atli i%: l: I ccriskkratton to(-,Autflo6zillS, tlw, aoocol.tttaL,9 rltittt}+ :,:w i;witit,v, Hitt;:arid Ineierst« Ad the fnllo"ring: 1. T ' llis ` ltzlprc-power ax piica:itm is valid onty for one -any v.vo-family dwellings. 2. The .`acuity wal not be occupied uniil a certificate of occtlpanCy has beery issued. 3. ffthe jurisdiction hercaftar finds that the facility has bcerl occupied before a cer:ificelte Of'occt[pancy La; been issued, the jurisdictiou tail: havte the unilateral -ight to direct the uci;ity to temlinate etmctncal sarvice without nc%tkc. Furthermore, .v,' undti-stand ind a2l"e 'ino tld She jurr;ulctioc (m rdsa SiIch rilght, jurisdiction will not be responsibie for my damaps or costs which may result from the exercise of such rigLt. , also, in the ;vent any third parry claim"; damages 1S'cnt the e:karcise efsuc:r rizlfit, th`e ague to jaintly and indi ridmily irdamnify and hole} h<artalss tine jurisdiatic<n From all such damages and costs, includin attovley' s fees. t, Prior co prt-pcw:r, `110 building or strcic,ure s'.at be weather tight and sacrum. Tlae electrical wir•inQ in ;he area de3i_gvated for pre-l.wxur shall be complete and in 3afa orcer. All c ectrical services associated wftia t:le area w?ll be 1000/0 Complete unless spcciiicalty by the t!2crvica inspector' lntcrio('= ICctr c l rnortts slt<rtt be loctcablu, if electrical patio's are in an area tllat cannot the locE:aa by doors, the uanols si)ull be e(IEappcd wish a loc:tiny mc-chanisu) (appr ;ved by the AHJ). Thy :icl.nsed eteatrical contractor or his licensed representative shall hold th;For steer access to lectrfc<tt palicls to prevent ener; izinz circuits other than those that are safe. 6, flus TUQ/Pre-power approval is valid for a maximum of 130 days from date of approval. 7. Uprovided, the iarc s )r likler system atust be operational with water oni'l:e system prior to pre-pow-cr. 3. TUG approval is for service and outside GF'CT outlets only. 9. Check with tine local j itrisdic6ou fur fees associsaied aVith tugs. P. irit `t[ante of Jwner,l'enE at naEr.. of 4w:t ra"I"raz:tit r ahnatr 3 (1 7G <ontrIctOr Berri. cclitractor l,(< 't3-,,: !i CALLED FN'TC} lRov- 112, Rllr j 2 Poridit _t d Print Name of El, Contractor Str:: at:rry at L1. Contr A:ar,r a E.. lta3';tt Cll r tc ttae C rA 1 11 ACCORDO CERTIFICATE OF LIABILITY INSURANCE rA7-, 212017 THIS CERTIFICATE 15 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 enclorsement(sli. PRODUCER R.K. Gore & Associates Insurance Brokers, L,P 15901 Red Hill Ave Suite 100 Tustin CA 92780 CNIA,;T Ni agaiiAOW Melchor PHCNF 714-505-7000 FAx714-573-1770Naf.'r E,MAiLAQQReSS rnrneIchor@rkgore.com INSURFR(S)AF;;OROING COVERAGE INSURER A UNDERWRITERS AT LLOYDS LONDON 15792 NsuRED WEE,'KL-1 INSURER 5 MARKEL INS CO 138970 INSURERWVeekleyHome ,A/eekley Home , LLC 1111 North Post Oak Rd Houston, TX 77055 1 SU RER'J3NSIIREII INSURERI COVERAGES CERTIFICATFNt-ImPIrR 6080768 RFVI-RlON NIJMRPR- 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 All:iY CONTRACT OR OTHER COCUMENTW[TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB,;ECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIN117S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUQL QL!CY 2 F POLICY EXP i.rR TYPE OF INSURANCE POLICY NUMBER I 14MICiolY-YYY) (MMInotyYyy, LIMITS A I x COMMERCIAL GENERAL LIABILITY BU595XRa68t015 711,2015 7/1,2013 OCCURICLAIIASMACEMCC EACH OCCURRENCE 55,000.000 DAN GE TO PEN I I-0 SCI Mtrjc-ualu MED EXP (Any one awswl so K Included PERSONAL & ACV IN.&IRY 35,000 301) GENERAL AGGFEGA-E 35,000 100GE41. AGGREGATE LIMIT APPLES PER PRO- oc ii PIRODUC7S, CONIF"OPAGG, J3,300 000 iOTHER: AUTOMOBILE LIABILITYIF-3 ANY AUTO iaOOII.YiNvURY CCAABINEC iiNCL- z I" S Pw peson), S ALL r)wNEQ SCHEC;ULEO AUTOS NI AIRED AUTOS AUTcS iQCILY;N-tRY Per jczaentl S ROPER 1Y:)AMAGF- icczgen!I a I UMBRELLA L.;Aa 1332,1691746XSOCCG20 <5 7'I,2QI5 71,20111 EACH 111cct.RRENrE S5 300'300 X EXCESS .IA,a 1 xd COLCACIIISAIA.1 DFD AGGREGATE 35,000 XO iRETENTIONS WORKERS COMPENSATION iANDEMPLOYERS' LIABILITY Y PEAT RFt- EACH ACCCENT SRPOPRIETCRIP40ITNER;EXE,--UT VE P,mEk BER EXCLUI)Erl N t AOF-'CEI E. L, DISEASE SA EMPLOYEE 3 ANY Mandatory inNH) If tea. ( lescnbe unae E.L. EASE, POLICY i IIWIT S O=SC,RIPT!()N OF OPERA DESCRIPTION OF OPERATIONS 1'40CAT!ONS: 15HfCL-=S (ACORC 101, Additional Remarks Schoduie, may be Attacned f more space m,aQu"ad) SIR: $250, 000 - Bodily Injury SIR: $2, 000,000 - Property Damage Evidence of Coverage L. MM I Ir II. A I M N(JLUt--K 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 OELiV5RED iN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZSO REPRESENTATNE ID 1988. 2014 ACORD CORPORATION. All nahl!3 reserved ACORD 25 ( 20141011 The ACORD name and logo are registered marks of ACORD AC"RI DATE (MMiDDtYYYY) CERTIFICATE 4F LIABILITY INSURANCE 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 CONTACT Ashley Cary Arthur J. Gallagher Risk Management Services, Inc. PHONE 713-935 881 1 FAX 1900 West Loop South to Craz>713 358 —5-713 Suite 1600 E- MAIL cary@alg.com -..ILssHouston TX 77027 INSURER(S) AFFORDING COVERAGE NAIC F_ _ INSURER A :Old Requblic Insurance Company 24147 INSURED INSURER 8 Weekley Homes, LLC INSURER,_ C___: 1 111 North Post Oak Road Houston, TX 7705`)-7211 NSURER_ D_: INSURER E C, nar - A —CM. 1(1rlORA10AR DC%/IcinK1 Au lf\ADc D 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. 1R TYPE OF INSURANCE -AjNSD W00 POLICY NUMBER ! rMMt OIYYYYI tMMIDO/YYYY LTR1 LIMITS COMMERCIAL GENERAL LIABILITY ',. EACH OCCURRENCE '.. S r----- -- ------. ___..----- DAMAGE TO RENTED t CL.AIMS-MADE 1 OCGuR MED EXP 'Ary one person 3 PERSONAL & AOV INiURY :S t GEN"u AGGREGATE i iMIT APPLES PER GENERAL AGGREGATE S PRO- _ ' POLICY '...__._ PRO- ..__ LOC PRCDUCTS COMPOPAGG S OTHERCOMBINED A AUTOMOBILE LIABILITY Ml,(VT3312417 31112018 311f2019 Fa ;3INC., Lc U 1. 000.000 X ANY AUTO '., BODILY 7NJGRY Parnerson S OWNED -_.-.. SCHEDOU D BOQIL`1NJl,RY Pi, cci feat 3 AUTOS ONLY _ AUTOS HIRED NON-OnNNEQ PROPL"R f DAMAGE __ 3 XlAUTOSONLYXAUTOSONLYI ' i. Per ------- X i250 DedCornp', X $500 DedC011 3 UMBRELLA UA8 '....00CUR ''., '...... EACH OCCURRENCE 5 EXCESS - iAB ` l MMS MADE''.. OF_ D AGGREGATE 3 ry ! RETENTIONS 5 A 1 WORKERS COMPENSATION NAWC31241800 31lF201,8 31V2019 X PER H 6T- A ' JT ER AND EMPLOYERS LIABILITY YIN ANY ? RCPRICTORPARTNkRFYCCUTI I_ I OFPICER, NIEMBE'R-XCLUOFD> N I A E FAC,kiACCIDENT 31,000vC0 L._ I Mandatory in NH) E L DISEASE _A EMPLOYEE S 1,000 000_ _ tf- res describe under DESCRIPTION OF OPPRAT?CNS peiovr L OISE.ASF 40UGY L.MI r $ 1 .000.u0G DESCRIPTION OF OPERATIONS ! LOCATIONS VEHICLE'S (ACORD 101, Additional Remarks Schedule, may he 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 CFRTIFICATF HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 300 N Park Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Sanford FL 32771 USA AUTHORIZED . PRESENTATIVE 9) 1988.2015 ACORD CORPORATION, All rights reservea ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot33ReaganPointe7498BN Builder Name: David Weekley Street: 4602 Tampico Way FL Permit Office: U ATJt Permit Number. City, State, Zip: Sanford , , 32773 Owner: t 0A0 tAC>-tt:-. Jurisdiction: 69 0 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) ? Q 1. New construction or existing New (From Plans) 9. Wall Types(2492.0 sqft.) 1 Insulation Are 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1372.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 788.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 331.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1169.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1169.00 ft2 6. Conditioned floor area above grade (ft2) 1675 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(203.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 335 a. U-Factor: Dbl, U=0.34 203.61 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 33.0 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 33.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1,773 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Gap: 40 gallons 8. Floor Types (1675.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 601.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 506,00 ft2 None c. other (see details) R= 568.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.122 Total Proposed Modified Loads: 57.88 PASS SSTotal Baseline Loads: 59.95 i 7 7 1 hereby certify that the plans and specifications covered by Review of the plans and vIAE S7.44 thiscalculationareincompliancewiththeCode. Florida Energy specifications covered by this calculation indicates compliance"+ Florida Energy Code. r with the r t ,, PREPARED BY: Russell Henry Before construction is completed DATE: Marh_1_,Q1$________ ------- this building will be inspected for compliance with Section 553.908 1 hereby certify that this b ding, d signed, is in compliance Florida Statutes. t} with the Florida Energy ode. G*OL) Wi OWNER/ AGENT: BUILDING OFFICIAL _ DATE: DATE: _ _ ----__.- . r 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 3/ 19/2018 2:18 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot33ReaganPointe7498BN Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1675 Lot # 33 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Rotate Angle: 0 Street: 4602 Tampico Way 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 Blockl 1675 15273.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 601 5607.3 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1074 9666 No 1 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 144 ft2 19 0.25 0 0.75 2 Floor over Garage 2nd Floor ---- ---- 424 ft2 19 0.32 0 0.68 3 Slab -On -Grade Edge Insulatio 1 st Floor 84.5 ft 0 601 ft2 0.32 0 0.68 4 Floor Over Other Space 2nd Floor ---- ---- 506 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 1307 ft' 292 ft2 Medium 0.85 N 0.9 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (I in) Area RBS IRCC 1 Full attic Vented 300 1169 ft2 N N 3/19/2018 2:18 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 38 Blown 95 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1074 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt, To, Wait Type-- Space R-Vatue Ft In Ft In Area, R-Value-Fraction Absor. Grade% 1 NE Exterior Frame - Wood 2nd Floor 13 24 0 9 4 224.0 ft2 0 0.23 0.6 0 2 SE Exterior Frame - Wood 2nd Floor 13 49 6 9 4 462.0 W 0 0,23 0.6 0 3 SE Exterior Concrete Block - Int Insul 1 st Floor 7 36 0 9 4 336.0 ft2 0 0 0.6 0 4 SW Exterior Frame - Wood 2nd Floor 13 24 0 9 4 224,0 112 0 0.23 0.6 0 5 SW Exterior Concrete Block - Int Insul 1st Floor 7 24 0 9 4 224.0 ft2 0 0 0.6 0 6 NW Exterior Frame - Wood 2nd Floor 13 49 6 9 4 462,0 ft2 0 0.23 0.6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft' 0 0 0,6 0 8 Garage Frame - Wood 1st Floor 13 35 6 9 4 331.3 ft2 0 0.23 0,6 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1 st Floor None 25 2 8 6 8 17.8 It' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V N 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 413 ft' 1 it 4 in 1 ft 3 in Drapes/blinds Exterior 5 2 NE 1 Vinyl Low-E Double Yes 0,34 0,3 N 4,5 ft2 1 It 4 in 0 ft 7 in None None 3 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 6,0 112 1 ft 4 in 0 ft 11 in Drapes/blinds Exterior 5 4 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft' 1 it 4 in 1 ft 3 in Drapes/blinds None 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 11 ft 11 in None None 6 SW 4 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 112 1 ft 4 in 4 It 4 in Drapes/blinds Exterior 5 7 SW 4 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 4 it 9 in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low-E Double Yes 0.34 03 N 24.1 ft' 3 ft 4 in 2 It 2 in Drapes/blinds Exterior 5 9 SW 5 Vinyl Low-E Double Yes 0.34 03 N 20.7 ft' 3 ft 4 in 2 it 2 in Drapes/blinds Exterior 5 10 NW 6 Vinyl Low-E Double Yes 0,34 03 N 8.0 ft2 1 it 4 in 1 ft 3 in None None 11 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft2 1 ft 4 in 11 it 11 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. 'Wall Height, Exposed Wall Insulation 1 424 ft2 424 ft' 62.95 it 9.33 it 1 3/19/2018 2:18 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION 9 Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 11654.6 90.84 1170.83 .3385 6.5 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8,2 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 33 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation Electric None Garage 0,94 40 gal 60,9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model ff Collector Model # Area Volume FEF None None ft DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 335 ft2 Attic 83,75 ft Proposed Qn 2nd Floor --- cfm 100.5 cfm 0.06 0,50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma JulAug Sep Oct NovJun Dec Heating Jan Feb MarHX A I Jun Ju Aug Sep Oct NovIMjXjri xl ri Xi N DHVentingJanFebMarAprAprMayJunJulAugSepOctNovDec 3/19/2018 2:18 PM EnergyGauge®R 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 46 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/19/2018 2:18 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 4602 Tampico Way, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows— Description a, U-Factor: Dbl, U=0.34 SHGC: SHGC=0,30 b, U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d, U-Factor. N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=1 3.0 1372.00 ft2 b, Concrete Block - Int Insul, Exterior R=7,0 788,67 ft2 1 c. Frame - Wood, Adjacent R=13,0 331,33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38,0 1169.00 ft2 1675 b. N/A R= ft2 c, N/A R= ft2 Area 11. Ducts R ft2 203,61 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 335 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 33.0 SEER14,00 ft2 1.773 ft. 0.300 Insulation Area R=0,0 601.00 ft2 R=0.0 506.00 ft2 R= 568,00 ft2 13. Heating systems a, Electric Heat Pump 14, Hot water systems a. Electric b, Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energv saving features which will be installed (or exceeded) in this home before final inspection h rwise, a new EPL Display Card will be completed based on installed Code compjianVe6atjr s. o Builder Signature: Address of New Home--,v4Uo,,? Date 06V(01(? City/ FL kBtu/ hr Efficiency 33. 0 HSPF:8,20 Cap: 40 gallons EF: 0.94 Pstat 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.corn 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/ 19/2018 2:18 PM EnergyGauge® USA - FIaRes2017 - Section R405,41 Compliant Software Page 1 of 1 HZ221K D"D,.Tz G)ARD12TZ Gem"D Mrs ciT I= 40M h- 0-swulao—o E)THemu, WOMS . SECOND FLOOR 3" bath duct to roof cap w/fan Um HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM K FLEXASEP METAL RAPE. OP FLEX APC' P WALL, C.' C M, l SECTNOR Y8M -ESH AM DAMPERtA PAusthkv- handler lw`he SlAteE-gy code Alt duct has a-=6,nsuiatton value 42X42 A/C SLAB BY BLOR MIN hDPAW, 2 CAR GARAGE PRO" by rnM tw.,v MIZ.d NO K U.1 NOTE TO &MDER TAWLE ROOM$ jIINCHUNDERCUT&ELOW DOORS TO wth ff.rtR"d." 8.0" C.&ARIOD2 4 LU EXCEPTIONS 11.3 fl C: w CV) Co cli FIRSTFLOOR00 (n z 0 mom wIt , z Rating2 m LU > z E LU m j C) D Qe ma- _ j 000 Manual S Compliance Report Job: Lot33Reagan Pao inte749... DEL -AIR Date: March 19, 2018 hate AM CQNMTtUMQ Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: David Weekley, Lot33ReaganPaointe7498BN 4602 Tampico Way, Sanford, FI 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 24580 Btuh Entering coil DB:76,8°F Outdoor design WB: 75.2°F Latent gain: 4842 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 29422 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 25459 Btuh 104% of load Latent capacity: 5692 Btuh 118% of load Total capacity: 31152 Btuh 106% of load SHR: 82% Design Conditions Outdoor design DB.- 40.9°F Heat loss: 22924 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NBO36000060+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 147% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 6.8 kW 101% of load Temp, rise: 66 'F Meets all requirements of ACCA Manual S. wrightsoft- 2018-M ar-1 9 10 35 07 Right-Suite.'O Universal 2018 18.0, 10 RSU24015 Page 1 eaganPaointe74986N1Lot33ReaganPaointe7498BN.rup Calc = MJ8 House faces: NW I Job: LoMftaganftointe749 IR Component Constructions14DEL-A Date: March 19, 2018 Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: David Weekley, Lot33ReaganPaointe74986N 4602 Tampico Way, Sanford, F1 32773 Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29'N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss C19 HTM Gain ft, Btu h;ftl. 'F ft'-'FiBtuh Btuhift` Btu h Btuh/W Btu h Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" ne 177 0.089 110 2.59 459 2.80 496 gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm se 424 0.089 13.0 2.59 1099 2,80 1189 wall, stucco ext, 3/8" wood shth, r-13 cav ins. 1/2" gypsum board int sw 192 0M9 13.0 2.59 497 2.80 538 fnsh, 2"x4" wood frm, 16" o.c. stud nw 452 0.089 13,0 2,59 1172 2.80 1267 all 1246 0.089 13.0 2.59 3226 2.80 3491 13A-5ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board se 327 0,167 TO 4.86 1588 5,26 1718 int fnsh: 13A-5ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" sw 178 0.167 TO 4,86 866 5.26 937 gypsum board int fnsh nw 174 0.167 7.0 4.86 845 5.26 914 all 679 0.167 7.0 4,86 3299 526 3569 Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 312 0M6 110 2.79 872 1.88 586 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, vril frm mat, cir low-e innr, 1/4" gap. ne 42 0340 0 9.89 412 22.5 934 1/8" thk, NFRC rated (SHGC=0.30): 50% drapes, medium; 1,33 ft overhang (5.2 ft window ht, 117 ft sep): 7.33 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vril frm mat, cir low-e innr, 1/4" gap, ne 5 0340 0 9.89 45 22,5 101 1/8" thk, NFRC rated (SHGC=0.30). 50% drapes, medium; 1.33 ft overhang (1.5 ft window ht, 0.57 ft sep.): 8 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, ctr low-e innr, 1/4" gap, se 6 0.340 0 9.89 59 MO 108 1/8" tW NFRC rated (SHGC=0.30),50% drapes, medium: 1.33 ft overhang (3 it window ht, 0.94 ft sep.); 6.67 it head ht 213-2fv: 2 glazing, clr outr, air gas, vni firm mat, clr low-e innr, 1/4" gap, se 30 0.340 0 9.89 297 20,9 628 1/8" 1W NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 ft overhang (5 ft window ht, 117 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vni firm mat, clr low-e innr, 1/4" gap, se 8 0,340 0 9.89 79 23,2 185 1/8" thk: NFRC rated (SHGC=0.30).50% drapes, medium: 1.33 ft overhang (2 ft window ht, 11.93 ft sep.): 6.67 ft head ht Ad- vwrilghtsoft' 2018-Mar-19 10:35,07 Q - 111. -1-111 -1-11 "I'll- Right-S"iteO Universal 2018 18.0.10 RSU24015 Page IZ'K ... eaganPaointe74988N\Lot33ReaganPaointe7498BN.rup Calc = MJ8 House faces NW 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 16 0.340 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 ft overhang (5.2 ft window ht, 4.3 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 1/8" thk;NFRC rated (SHGC=0.30)150% drapes, medium: 1.33 ft overhang (5.2 ft window ht, 475 ft sep.). 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 1/8" tW NFRC rated (SHGC=0.30); 50% drapes, medium: 3.33 ft overhang (5.2 ft window ht, 22 ft sep.): 6.67 ft head ht sw 21 0340 all 45 0.340 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, nw 8 0,340 1/8" thk: NFRC rated (SHGC=0.30) ' 50% drapes, medium; 1.33 ft overhang (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 30 0.340 1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium, 1.33 ft overhang (5 ft window ht, 11.93 ft sep), 6,67 ft head ht Doors 11JO: Door, mtl fbrgl type nw 24 0.600 11 DO: Door, wd sc type n 18 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1170 0.026 gypsum board int frish Floors 20P-19c: Fir floor, frm fir, 12" thkns, carpet fir frish, r-19 cav ins, amb 144 0.050 ovr 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir frish, r-19 cav ins, gar ovr 425 0.050 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir frish 85 0.989 0 9,89 154 23.2 362 0 9,89 154 23,2 362 0 9.89 240 15A 373 0 9.89 206 15.4 320 0 9.89 446 15.4 693 0 9.89 79 22,5 180 0 9.89 297 22,5 674 63 17.5 419 18.6 447 0 11.3 203 12.1 216 38.0 0.76 885 1.42 1659 19.0 1,45 209 0.73 104 19.0 1.45 619 0.73 309 0 28.8 2432 0 0 wrightsoft, 2018-Mar-1910:35:07 z5K" "'. " ' ' 111- Right-Suite0l Universal 2018 18.0.10 RSU24015 Page 2 eagatiPaointe7498BN\Lot33Reaga(lPaointe74986N.rup Calc = MJ8 House faces NW Job: Lot33Reagan Pao inte749 IR Project Summary10DEL-A Date: March 19, 2018 Entire House By: RH DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 For: David Weekley, Lot33ReaganPaointe7498BN 4602 Tampico Way, Sanford, Fl 32773 Notes: Design, Information I I Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 'F Outside db 93 'F Inside db 70 'F Inside db 75 *F Design TD 29 'F Design TD 18 *F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 18571 Btuh Ducts 2884 Btuh Central vent (46 cfm) 1469 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 22924 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating CoolinAArea (fl:2) 1771 17 Volume (ft3) 16473 16473 Air changes/hour 0,50 0.26 Equiv. AVF (cfm) 137 71 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO AHRI ref 9162429 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 'F Backup-, 8.2 HSPF 33800 Btuh @ 47°F 28 F 1100 cfm 0,051 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 23242 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 19682 Btuh Ducts 3989 Btuh Central vent (46 cfm) 909 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swingmultiplier Equipment load 1.00 24580 Btuh Latent Cooling Equipment Load Sizing Structure 2675 Btuh Ducts 958 Btuh Central vent (46 cfm) 1209 Btuh Outside air Equipment latent load 4842 Btuh Equipment Total Load (Sen+Lat) 29422 Btuh Req. total capacity at 0.75 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000BO Coil FB4CNP036L AHRI ref 9162429 Efficiency 11.5 EER, 14 SEER Sensible cooling 24750 Btuh Latent cooling 8250 Btuh Total cooling 33000 Btuh Actual air flow 1100 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-M ar-1 9 10:35 07 Right-SuiteQ Universal 2018 18.0.10 RSU24015 Page I eaganPaointe7498BN\Lot33ReaganPaointe7498BN.rup Calc = M.18 House faces NW DEL -AIR Right-J@ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD. FL 32771 Phone, 407-831-2665 Job: Lot33IReagan Pao into7498BN Date: March 19, 2018 By: RH 1 Room name Entire House KITCHEN 2 Exposed wall 231.5 ft 25.0 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 246.8 ft 5 Room area 1771.3 ft' 246.8 ft' Ty Construction U-value Or HTIVI Area (111) Load Area (ft Load number BtulVW-'F) BtutVft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/PIS Heat Cool Gross N/P/S Heat cool 6 12C-Osw Frm wall, st 0,089 ne 2,59 2.80 223 177 459 496 0 0 0 0 T 2A-2ov 0,340 ne 9.89 22.45 42 0 412 934 0 0 0 0 213-2tv 0.340 ne 9.89 22.45 5 0 45 101 0 0 0 0 12C-Osw Frm wall, st 0.089 se 2.59 2.80 460 424 1099 1189 0 0 0 0 1 2A-2ov 0.340 se 9.89 18.03 6 2 59 108 0 0 0 0 2B-2fv 0.340 se 9.89 20.92 30 5 297 628 0 0 0 0 W 13A-5ocs Blk wall, s 0.167 se 4.86 5,26 335 327 1588 1718 144 144 701 758 L-G 2A-2ov 0.340 se 9,89 23,18 8 0 79 185 0 0 0 0 12C-Osw Frm wall, st 0,089 sw 2.59 2.80 223 192 497 538 0 0 0 0 2A-2ov 0,340 sw 9.89 23.18 16 0 154 362 0 0 0 0 2A-2ov 0.340 sw 9.89 2118 16 0 154 362 0 0 0 0 13A-5ocs Elk wall, s 0.167 sw 4.86 5.26 223 178 866 937 0 0 0 0 2A-2ov 0.340 sw 9.89 15.37 24 15 240 373 0 0 0 0 2A-2ov 0.340 sw 9.89 15.37 21 13 206 320 0 0 0 0 W 12C-Osw Frm wall. st 0.089 nw 2.59 2.80 460 452 1172 1267 0 0 0 0 L--G 2A-2o, 0,340 nw, 9,89 22.45 8 0 79 180 0 0 0 0 13A-5ocs Blk wall, s 0.167 nw 4.86 5,26 228 174 845 914 88 88 429 465 2A-2ov 0.340 nw, 9.89 22.45 30 0 297 674 0 0 0 0 11j0 0.600 nw 17,46 18.63 24 24 419 447 0 0 0 0 R 12C-Osw Frm wall, r- 0.096 2.79 1,88 330 312 872 586 330 312 872 586 L-D 11D0 0.390 n 11,35 12.11 18 18 203 216 18 18 203 216 C 16B-38ad 0,026 0.76 1,42 1170 1170 885 1659 0 0 0 0 F 20P-19-- 0.050 1.45 0.73 144 144 209 104 0 0 0 0 F 20P-19c 0.050 1,45 0.73 425 425 619 309 0 0 0 0 F 22A-cial 0,989 28.78 0.00 601 85 2432 0 247 25 719 0 6 c) AED excursion 3441 201 Envelope loss/gain 14186 14952 2925 1824 12 a) Infiltration 4385 1410 474 152 b) Room ventilation 0 0 0 0 13 1 ntemal gains, Occupants @ 230 4 920 0 0 Appliancestother 2400 1200 Subtotal (lines 6 to 13) 18571 19682 3398 3177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18571 19682 3398 3177 15 Duct loads 1 16%1 2 0% 1 2884 3989 10%, 10% 340 311 Total room load 21455 236 38 3494 Air required (cfm) 11001 1100 192 162 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a- 2018-Mar-19 10.35:07 14_7- 111-11 - Right-Suite(0 Universal 2018 18.0.10 RSU24015 Page I eaganPaointe74988N\Lot33ReaganPaointe7498BN.rtip Calc = 10.18 House faces NW DEL -AIR Right-J@ Worksheet WATW, AM COMMMM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: Lot33Reagan Pao inte749813114 Date: March 19, 2018 By: RH 1 Room name POWDER DINING/FAMILY 2 Exposed wall 5.5 ft 54.0 ft 3 Room height 9,3 it heat/cool 9,3 ft heat/cool 4 Room dimensions 6.0 x 5.5 ft 1.0 x 321.5 ft 5 Room area 33,0 111 321,5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft) Load number BtuWftl-'F) BtutvftT or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 t 12C-Osw Frm wall, st 2A-2ov 2B-2fv 0.089 0.340 0.340 ne ne ne 2.59 9,89 9.89 2.80 22.45 22,45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 1 12C-Osw Frm wall, st 2A-2ov 0,089 0.340 se se 2.59 9.89 2.80 18.03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L-G 2B-2fv 13A-5ocs Elk wall. a 2A-2ov 0.340 0.167 0.340 se se se 9.89 4,86 9.89 20,92 5,26 23,18 0 51 0 0 51 0 0 249 0 0 269 0 0 140 8 0 132 0 0 639 79 0 691 185 VtV 12C-0sw Frm wall. st 2.A-2ov 0,089 0.340 sw sw 2.59 9.89 2,80 23,18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 13A-5ocs Blk wall. s 2A-2ov 0.340 0.167 0,340 sw sw sw 9.89 4,86 9.89 2118 5,26 15.37 0 0 0 0 0 0 0 0 0 0 0 0 0 223 24 0 178 15 0 866 240 0 937 373 W 2A-2ov 12C-Osw Frm wall, st 0.340 0.089 sw ryw 9,89 2.59 15,37 2,80 0 0 0 0 0 0 0 0 21 0 13 0 206 0 320 0 2.A-2.v 13A-5ocs Blk wall, s 2A-2ov 0.340 0.167 0,340 nw ryw rrw 9.89 4,86 9.89 22,45 5,26 22,45 0 0 0 0 0 0 0 0 0 0 0 0 0 140 30 0 86 0 0 416 297 0 450 674 R 11,10 12C-Osw Frm wall, r- 0,600 0.096 rVW 17.46 2.79 18,63 1,88 0 0 0 0 0 0 0 0 24 0 24 0 419 0 447 0 L-D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad O.026 0.76 1A2 0 0 0 0 0 0 0 0 F 20P-19c; 0,050 1,45 0,73 0 0 0 0 0 0 0 0 F 20P-19c 0,050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 28.78 0,00 33 6 158 0 322 54 1554 0 6 c) AED excursion 18 416 Envelope loss/gain 407 251 4715 4492 12 a) Infiltration 104 34 1023 329 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 3 690 Appliances/other 0 0 Subtotal (lines 6 to 13) 511 284 5738 5511 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 Q 0 0 14 Subtotal 511 284 5738 5511 151 Duct loads 101% 1 0*/o 11 28 101/6 1011, 5741 551 Total room load 562 313 Air required (cfm) 29 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r#- 2018-Mar-19 10:35:07 Right -Suite® Universal 2018 18,0,10 RSU24015 Page 2IGA... eaganPaointe74986N\Lot33ReaganPaoitite74986N,rup Calc = MJ8 House faces NW QEL-AIR Right-M) Worksheet Job: Lot33Reagan Pao into7498BN Entire House Date: March 19, 2018 DEL AIR HEATING & AIR By: RH CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 1 Room name MASTER SUITE MASTER W.C. 2 Exposed wall 31,5 ft 15 ft 3 Room height 9,3 ft heat/ccd 9.3 It heat/cool 4 Room dimensions 1,0 x 249,5 ft 3.5 x 6.5 ft 5 Room area 249,5 ft' 228 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft) Load number Btuh/ftl-')F) Btuh/ft') or perimeter (ft) Btuh) of perimeter (ft) Stuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat CoolI 6 Frm wall, st 0.089 ne 2,59 2,80 98 56 145 157 33 33 84 91 T 12C-Osw 2A-2ov 0.340 ne 9.89 22,45 42 0 412 934 0 0 0 0 2B-2fv 0,340 ne 9.89 22,45 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 se 9.89 1& 03 0 0 0 0 0 0 0 0 2B-2fv 0,340 se 9.89 20.92 0 0 0 0 0 0 0 0 W 13A-5or-s Blk wall, s 0,167 se 4.86 5.26 0 0 0 0 0 0 0 0 L--rl 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 12C-0sw Frm wall, st 0,089 sw 2.59 2.80 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0, 34Q sw 9.89 23.18 0 0 0 0 0 0 0 0 13A-5ocs Blk wall, s 0,167 sw 4,86 5.26 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.89 15.37 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,89 15.37 0 0 0 0 0 0 Q 0 W 12C-Osw Frm wall, st 0,089 nw, 2.59 2,80 195 187 485 525 0 0 0 0 L-G 2A-2ov 0.340 nw 9.89 22.45 8 0 79 180 0 0 0 0 Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0L13A-sacs 2A-2ov 0,340 nw, 9.89 22,45 0 0 0 0 0 0 0 0 D 11j0 0.600 nrw 17.46 18.63 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0,096 2.79 1.88 0 0 0 0 0 0 0 0 L-D 11DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,76 1.42 250 250 189 354 23 23 17 32 F 2OP-19c 0.050 1,45 0.73 21 21 31 15 7 7 10 5 F 2OP-19c 0.050 1.45 0.73 229 229 332 166 16 16 23 11 F 22A-cpI 0,989 28.78 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 1991 10 Envelope loss/gain 1673 2132 135 130 12 a) Infiltration 597 192 66 21 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 2269 3154 201_ 152 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2269 3154 201 152 15 Duct loads 22% 291% 488 910 22% 1 29% 43 44 Total room load 27571 40664 244 196 Air required (cfm) 141 1891 13 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fi- 2018-Mar-19 10:35 07 Ail!76k 111- 1 "1 1--1 1 Right-Surte'll) Universal 2018 18.0.10 RSU24015 Page 3 eagan Paointe749813N \Lot 33R eaganPaoint e74986N, rup Calc = MJ8 House faces NW at DEL-A1R KSM I W colownaw" Right-J@ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO W", SANFORD. FL 32771 Phone 407-831-2665 Job: Lot33 Reag an Pao i n to7498 B N Date: March 19, 2018 By: RH 1 Room name MASTER BATH MASTER WIC 2 Exposed wall 21.5 ft 6.0 ft 3 Room height 9,3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 122.5 ft 122.5 ft' 11.5 x 6.0 ft 69,0 ft' Ty Construction number U-value Btuh/fV-'F) Or HTM B tuh/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 T 12C-Osw Frm wall, st 2A-2ov 2B-2tv 0.089 0.340 0.340 ne ne ne, 2.59 9.89 9,89 Z80 22.45 22.45 93 0 5 89 0 0 229 0 45 248 0 101 0 0 0 0 0 0 0 0 0 0 0 0 1 V 12C-Osw Frm wall, st 2A-2ov 0.089 0.340 se se 2.59 9.89 2,80 18.03 107 0 107 0 277 0 300 0 0 0 0 0 0 0 0 0 W 1--G 2B-2fv 13A-5ocs Blk wall, s 2A-2ov 0.340 0,167 0,340 se se se 9.89 4,86 9,89 20.92 5,26 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 2A-2ov 0.089 0,340 sw sw 2.59 9.89 2.80 23,18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 13A-5ocs Blk wall. s 2A-20v 0,340 0.167 0.340 sw sw sw 9.89 4.86 9.89 23,18 5,26 1537 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 2A-2ov 12C-Osw Frm wall, st 0.340 0,089 sw nw 9,89 2,59 15,37 2,80 0 0 0 0 0 0 0 0 0 56 0 56 0 145 0 156 L-G T:JD 2.A-2o, 13A-5ocs Blk wall, s 2A-2ov 0340 0.167 0.340 nw nw nw, 9.89 4,86 9.89 22.45 5.26 22,45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL 11j0 12C-Osw Frm wall, r- 0.600 0,096 rw 17.46 2.79 18.63 1.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 1 1DO 0390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0,76 1.42 123 123 93 174 69 69 52 98 F 20P-19c 0,050 1.45 0.73 47 47 68 34 0 0 0 0 F 20P-19c, 0.050 1,45 0.73 76 76 110 55 23 23 33 17 F 22A-cpI 0,989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 62 18 Envelope loss/gain 822 850 230 253 12 a) Infiltration 407 131 114 37 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 1229 981 344 289 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12291 9111 344 289 151 Duct loads 1 22% 291% 264 283 22% 1 291% 74 83 Total room load 1493 12641 418 373 Air required (cfm) 77 59 211 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar-1 9 10: 35 07 Right-SuiteO Universal 2018 18.0,10 RSU24015 Page 4 eagan Paointe7498BN \Lot 33R eagan Paointe74986N. rup Calc = MJ8 House faces, NW 1pDEL-AIR Right-J@ Worksheet I AM COMM"" Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: Lot33Reagan Pao inte7498BN Date: March 19, 2018 By: RH 1 Room name BATH 2 BED 2 2 Exposed wall 5.5 ft 28.5 ft 3 Room height 9,3 ft heat/cool 9,3 ft heat/cool 4 Room dimensions 11,5 x 5.5 ft 1.0 x 177.5 ft 5 Room area 613 ft' 177.5 ft' Ty Constitiction U-value Or HTIVI Area (ftl Load Area (ft') Load number Btu1VfV-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross NIP/S Heat cool Gross NIPIS Heat Cool 6 12C-0sw Frrn wall, st 0.089 ne 2.59 2,80 0 0 0 0 0 0 0 0 TAG 2A-20v 0.340 ne 9,89 22.45 0 0 0 0 0 0 0 0 2B-4fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 se 9.89 18,03 0 0 0 0 0 0 0 0 28-2fv 0.340 se 9.89 20.92 0 0 0 0 0 0 0 0 W 13A-5ocs Blk wall. s 0.167 se 4,86 5.26 0 0 0 0 0 0 0 0 G 2A.2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 12C-Osw Frm wall, st 0,089 sw 2,59 2.80 0 0 0 0 107 91 237 256 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 16 0 154 362 2A-2ov 0.340 sw 9.89 23,18 0 0 0 0 0 0 0 0 13A-5ocs Blk wall, s 0,167 sw 4,86 5.26 0 0 0 0 0 0 0 0 T=t 2A-2ov 0.340 sw 9.89 15.37 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9,89 15.37 0 0 0 0 0 0 0 0 W 12C-Osw Frm wall, st 0.089 nw 2.59 2.80 51 51 132 143 158 158 409 443 L--1, 2A-2.v 0.340 nw 9,89 22.45 0 0 0 0 0 0 0 0 13A-5ocs Blk wall, s 0.167 nw 4,86 5.26 0 0 0 0 0 0 0 0 T: 0,340 nw 9,89 22.45 0 0 0 0 0 0 0 0J2A-2ov D 11jo O 600 nw 17.46 1&63 0 0 0 0 0 0 0 0 P 12C-Osw Firn wall, r- 0,096 2.79 1,88 0 0 0 0 0 0 0 0 L--D 11DO 0.390 n 11,35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1,42 63 63 48 90 178 178 134 252 F 20P-19c 0.050 1,45 0.73 0 0 0 0 44 44 63 32 F 20P-19c 0.050 1.45 0,73 0 0 0 0 0 0 0 0 F 22A-col 0.989 28,78 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 161 74 Envelope loss/gain 180 217 998 1418 12 a) Infiltration 104 34 540 174 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants 230 0 0 0 0 Appliances/other 0 01 Subtotal (lines 6 to 13) 285 251 1538 1592 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 285 251 1538 1592 15 Duct loads 22%1 29%1 61 72 22% 1 2901 331 460 Total room load 346 323 1869 2051 Air required (cfm) 18 1511 96 95, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ro- 2018-Mar-19 10 35:07 Right- Suite(P) Universal 2018 18.0,10 RSU24015 Page 5 eaganPaointe7498BN\ Lot33ReaganPaointe7498BN.rtip Calc = MJ8 House faces NW DEL -AIR Right-J@ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot33Reagan Pao inte7498BN Date: March 19, 2018 By: RH 1 Room name BED 3 UTILITY 2 Exposed wall 28,0 ft 6.5 ft 3 Room height 9.3 ft heat/cod 9.3 ft heat/cool 4 5 Room dimensions Room area 12. 5 x 15.5 ft 193. 8 ft' 12. 5 x 6.5 ft 81. 3 ft' Ty Construction number U- value Btuh/ ft'-'F) Or HTM Btuhlft') Area ( ft') or perimeter (ft) Load Stuh) Area ( ftl or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PlS Heat C004 6 12C-Osw Frm wall, at 0.089 ne 2,59 2,80 0 0 0 0 0 0 0 0 2A- 2ov 2B- 2fv 0. 340 0, 340 ne ne 9. 89 9, 89 22. 45 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C- 0sw Frm wall, st 2A- 2ov 0, 089 0, 340 se se 259 9. 89 2. 80 18, 03 144 0 144 0 373 0 404 0 60 6 54 2 141 59 153 108 W 1-- 4, 26- 2fv 13A- 5ocs Blk wall, s 2A- 2ov 0, 340 0. 167 0, 340 se se se 9. 89 4. 86 9. 89 20. 92 5. 26 23. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw Frm wall, st 2A- 2ov 0. 089 0. 340 sw sw 2. 59 9. 89 2. 80 23. 18 116 0 101 0 261 0 282 0 0 0 0 0 0 0 0 0 2A- 2ov 13A- 5ocs Blk wall, s 0. 340 0. 167 sw sw 9. 89 4, 86 2118 5. 26 16 0 0 0 154 0 362 0 0 0 0 0 0 0 0 0 2A- 2ov 0,340 sw 9.89 15,37 0 0 0 0 0 0 0 0 W 2A- 2ov 12C- 0sw Frm wall, st 0. 340 0. 089 sw nw 9, 89 2. 59 15. 37 2, 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0,340 nw, 9.89 22.45 0 0 0 0 0 0 0 0 13A- 5ocs Blk wall, s 0,167 nw 4.86 5.26 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.89 22,45 0 0 0 0 0 0 0 0 R 11 JO 12C- Osw Frm wall, r- 0, 600 0. 096 nw 17.46 2. 79 18. 63 1. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- U 11D0 0.390 n 11,35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0,76 1,42 194 194 147 275 81 81 61 115 F 2OP-19c 0,050 1.45 0.73 25 25 36 18 0 0 0 0 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 28,78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 71 0 Envelope loss/gain 971 1412 262 376 12 a) Infiltration 530 171 123 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1502 1583 385 1016 Less external load 0 0 0 a Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1502 1583 385 1016 15 Duct loads 22% 29%1 323 457 22% 1 29%1 83 293 Total roan load 1825 2039 468 1309 Air required (cfm) 94 95 24 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f w 2018-Mar-19 10:35:07 Right - Suited Universal 2018 18.0.10 RSU24015 Page 6 eaganPaointe74986N\ Lot33ReaganPaointe74986N.rup Calc = MJ8 House faces NW 9 CQQEL-AIR Right-.10 Worksheet wpm I AM co"Or"WWW Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD FL 32771 Phone: 407-831-2665 Job: Lot33Reag an Pao inte7498BN Date: March 19, 2018 By: RH 1 Room name LOFT 2 Exposed wall 16.0 ft 3 Room height 9.3 If heat/cod 4 Room dimensions 1.0 X 190.5 ft 5 Room area 190.5 ft' Ty Construction U-value Or HTIVI Area qt Load Area Load number 6tuWW-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter Cool Gross NIP/S Heat Cool Gross N/P/S Heat CoolIHeat 6 v 12C-Osw FrTn wall, st 0,089 ne 2,59 2.80 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 12C-Osw Frm wall, st 0.089 se 2.59 2,80 149 119 308 333 1 2A-2ov 0,340 se 9.89 18,03 0 0 0 0 2B-2fv 0.340 se 9.89 20,92 30 5 297 628 W 13A-5ocs Blk wall, s 0,167 se 4.86 5.26 0 0 0 0 1--G 2A-2ov 0,340 se 9,89 23.18 0 0 0 0 T:--t 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 2A-2ov 0.340 sw 9.89 23,18 0 0 0 0 2A-2ov 0.340 sw 9,89 23.18 0 0 0 0 L2 13A-5ocs Blk wall, s 0.167 sw 4.86 5,26 0 0 0 0 2A-2ov 0.340 sw 9,89 15,37 0 0 0 0 2A-2ov 0. 340 sw 9.89 15.37 0 0 0 0 W 12C-Osw Frm wall, st 0.089 nw, Z 59 2.80 0 0 0 0 1--G 2A-2.v 0,340 nw 9,89 22.45 0 0 0 0 13A-5ocs Blk wall, s 0.167 nw 4,86 5.26 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 iijo 0,600 nw 17.46 18.63 0 0 0 0 P 12C-Osw Frm wall. r- 0.096 2.79 1,88 0 0 0 0 L-D 1 1DO 0,390 n 11.35 12.11 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 191 191 144 270 F 20P-19c 0,050 1,45 0.73 0 0 0 0 F 20P-19c 0.050 1.45 0.73 83 83 120 60 F 22A-cPI 0,989 28,78 0,00 0 0 0 0 6 c) RED excursion 3071 Envelope loss/gain 869 15971 12 a) Infiltration 303 97 b) Room ventilation 0 0 13 1 ntemal gains Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1172 1695 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1172 1695 15 Duct loads 22% 29% 252 489 Total room load 1424 2184 Air required (cfm) 73, 1 Oil Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Mar-19 10 3507 Right-Suitee, Universal 2018 18.0.10 RSU24015 Page 7 eaganPaointe74986N\Lot33ReaganPaointe7498BN,rtip Calc = MJ8 House faces NW Job: Lot33Roagan Pao i nto749 Date: March 19, 2018DEL -AIR Duct System Summary INATM , AM CON011VIONIIIIII(I Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 ir-iroject intormation For: David Weekley, Lot33ReaganPaointe7498BN 4602 Tampico Way, Sanford, F1 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 if 0.170 in H2O 0,255 in/100ft 1100 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0,170 / 0.170 in H2O 0.255 in/100ft 1100 cfm 133 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BATH 2 h 346 18 15 0.325 4.0 OX0 VlFx 19.5 85.0 st2 BED 2 h 1869 96 95 0,309 6.0 Ox 0 VlFx 25.0 85.0 st2 BED 3 c 2039 94 95 0.315 6.0 OX0 VlFx 22.8 85.0 st2 DINING/FAMILY h 3156 162 141 0,255 7.0 Ox 0 VlFx 38.3 95,0 SO DINING/FAMILY-A h 3156 162 141 0.265 7.0 OX0 VlFx 33.5 95.0 SO KITCHEN h 3738 192 162 0.265 8.0 OX0 VlFx 33.5 95.0 SO LOFT c 2184 73 101 0.360 6.0 Ox 0 VlFx 9.4 85.0 st2 MASTER BATH h 1493 77 59 0.346 5.O Ox 0 VlFx 13.4 85.0 st2 MASTER SUITE c 2032 71 94 0.350 6.0 OX0 VlFx 12.0 85.0 st2 MASTER SUITE -A c 2032 71 94 0.356 6.0 Ox 0 VlFx 10.4 85.0 st2 MASTER W.C. h 244 13 9 0.337 4.0 OX0 VlFx 16.0 85,0 st2 MASTER WIC h 418 21 17 0.342 4.0 OX0 VlFx 14.4 85.0 st2 POWDER h 562 29 15 0.262 4.0 Ox 0 VlFx 34.6 95.0 SO UTILITY c 1309 1 24 1 61 1 0.323 1 5.0 1 Ox 0 VlFx 20.1 85.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) F R fpm) in) in) Material Trunk stl Peak AVF 544 459 0.255 693 12.0 0 x 0 VinlFlx st2 Peak AVF 556 641 I O 309 I 600 I 14 O I 0 x 0 VinlFlx I I wril I gh't'soft , Right-Surte,& Universal 2018 18,0.10RSU24015 g, ea nPaoitite7498BN\Lot33ReaganPaointe7498BN.rup Calc=MJ8 House faces NW 2018-Mar-19 10 35 08 Page I Name Grille Size (in) Htg cfm) Clg cfm) TEL A Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rbl Ox 0 1100 1100 0 0 0 0 Ox 0 VlFx wrightsoft- Right-SuitoO Universal 2018 18,0,10 RSU24015 eag,,nPao,ii(e74986N\Lot33ReaganPaointe74986N.rup Calc = MJ8 House faces NW 2018-Mar-19 10 35 08 Page 2 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPQ Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403,7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 3/19/2018 10:33:04 AM EnergyGauge(& - USRCSB v6.0 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) MandatoEy Requirements for Residential Performance, Prescriptive and ERI Methods 4602 Tampico Way 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, R402.4.11 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4,11.1 and R402,4,1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4,11,11 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. R402.4,11.2 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 Hue 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. Healing 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*3 Fenestration air leakage\Nindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 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 101/1,S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/1912018 10:33 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403, The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1 , Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -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. R403,11,11 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 01 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 It 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, 3/19/2018 10:33 AM 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 '/ 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-11, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1 The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 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 aAIRFLOW CFM/WATT) RATE MAXIMUN 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 = 283 L/min. a. When tested in accordance with HVI Standard 916 3/19/2018 10:33 AM 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 4037, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice, R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7, 1, 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1,15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 . R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8oC). 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, 3/19/2018 10:33 AM EnergyGauge(E) 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. 3/19/2018 10:33 AM 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: Lot33ReaganPointe7498BN Builder Name: David Weekley Street: 4602 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 690000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material, requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers 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 aliment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c 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 hpb'nd 12joing 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 sprinkler cover olates and VaII5 or cVil*Uo5. a. In addition, inspection of log walls shall be in accordance with the provisions of IGO-400. 3/19/2018 10:33 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot33ReaganPointe7498BN Builder Name: David Weekley Street: 4602 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond, Floor Area:: 1675 sq.ft. Cond. Volume: 15273 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) " 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section 2.4.1.2. SIGNATURE: C I PRINTED NAME: DATE: oql ( i)_ 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: 1 Q SZ4 f 0 a eCO6 4VE v 3/19/2018 10:34 AM EnergyGauge(,RD USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot33ReaganPointe7498BN Builder Name: David Weekley Street: 4602 Tampico Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Duct Test Time: Post Construction Required Duct Leakage from (On,Out) FORMR405-2017 I certify the tested duct leakage to outside, On, is less than or equal proposed duct leakage Qn specifi& on1FCPM R405-2017. SIGNATURE: PRINTED NAME: , e, q r1c DATE: 3/19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: oi,v'RE S744, eo 3/19/2018 10:34 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 J: k I rS3A N" F 0 R D 7 5 7 Spegalplumbing.com LIC# CFC1428683 PLOT PLAN LEGAL DESCRIPTION: LOT 33, REAGAN PCOINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4602 Tampico Way Sanford, FL 32773 Proposed Elevation Elevations are based on civil grading plans. Lot is Type "A" Grading Plan This is NOT a Boundary Survey Revision: Moved House - 4/26/18 - RPS C29 R=10.00'(P) L=13.16'(P) 75°22'58"(P) Chord Bearing= N 03009'59" E 12.23'(P) 4` s to k" s, f 4602 TAMPICO WAY, SANFORD, FLORIDA 32773 L1 L3 N 34031'30" W 29.73'(P) S 34031'30" E 23.35'(P) N L2 L4 N 40051'28" E 32.26'(P) S 34031'30" E 112.76'(P) t F C30 06 ego o\ Q GoK\ec`GN°lgR,,"ti noA i a oci a 0° oQ° 1 0 A CO 114 ss V C30 R=25.00'(P) 0 L=45.65'(P) "o,, 0 A=104037'02"(P) `a `0a Chord Bearing= S 86050'01If E 39.57'(P) N", Total Lot Area= 3,011 sq ft (100%) Impervious Area in Square Feet Total House Foot Print = 1,025 sq ft (34%) Total Porch and Deck/Lanai = 36 sq ft (2%) Total Driveways = 222 sq It (8%) Total Walkways = 44 sq ft (1%) Total A/C Pads = 16 sq ft (1 %) Total Out Buildings = 0,000 sq ft (0%) Total Pool Deck Surface (Not including Water Surface) = 0.000 sq ft (00%) Total Total Pool Water Surface = 0,000/2 0,000 sq ft (00%) Gra hic Scale 1 2 4 Scale: 1 "=20' Field Date: 3/9/2018 Date Completed: 03/09/18 NOI ES- I hereby Certify that this Boundary St—cy, of the above Dosaibod Property is Su, vey is Rased upon the Legal Description Supplied by Client Two and Correct to the Bost of my Knowledge and Boast as recently Surveyed Drawn By: M,C_ File Number:IS-45011 PP Abuaing Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. under my Direction on the Date Shown, Based on Information furnished to Me Subject to any Easements and/or Restrictions of Record. as Noted and Conforms to the Standards of Practice for Land Surveyir Legend- hereon, isedk-land BasedupafyLne, Denotedwidta°Re'- Buiding in the State of Florida In accordanoe with Chapter 5J•17.052 Florida C calculated PC -Point of Curvature Tie, xBuilding Ties are NOT to he used to recautruct Property Ones. Not Administrative Codes, Pursuant t lion 472 27 Florida Statutes, Centedlne Pg. Page Fence Owmoshp dete Wined. PICK flyBConcreteBlockPI - Point of Intersection Underground Utilities and/or Foo[ershave NOT been located UNLESS 2CMConcreteMonutroantP.Q.B. -Paint of beginning otte— notedomerwixe noted FOeConc. Concrete P.0 L. - Point on Linn Sepuc Tanks and br Drain/field 1pca[ions are approahnate and MUST be verified by Na. a r TN@ 0LX DescriptionDrainageEasement PPPower Pole PRM - Permanent Refetence appropriate Utility Location Companies. STATE FIR! Esmt. Easement Monument Useoil his Survey Cot Purposes other than Intended, Without Written Veufication.Will be Patrick K. Irelan i',"'mr 663q7 A LB762: F. E_ MA- Federal Emergency PT - Point of Tangency atthe User `s Sole Risk and Without Liability to the Surveyor, Nothing Hereonshallbe This SUNE kS lrttEfld y" U3E Ot JAN CBftItIBd P8rf1ES Management Agency R - Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified- This SUtY9Qr VALID UNL and Embossed Pith Surve ofs Seal, FFE IP IPFinished FloorElevation Red. - RadtFA Found R&C - Reber &Cap Iron Pipe Rea - Recovered POINTS OF INTEREST- PROPOSED DRIVEWAY OVERLAPS SOUTHWEST EASEMENT. v r j 0_ / Inc. f4 9r }4r4i4AUh' IrelandAmong, L Length (Arc) File - Roofed PROPOSED SIDEWALK OVERLAPS NORTHEAST EASEMENT. RfrlP lCfl 4rYt 11 f71W(r M N& D MeasuredNall & Disk Set • Set 14" Reber & Reba, Cap ••LB 762X a by: 1301 S. International Parkway Suite 2001 N.R. Nan - Radial Typ. types Lake Mary, Florida 32746 ORB P Records BookP Plat Wtcfal - UtilityEasement M •Water Meter tom. D"rt f EPQir`=r`RRq0r`A="=Q www,iralandsurveying,com P.B. CF- Plat Book Wood Fence 4, - Delta (Central Angle) 40- -Chain Link Fence 011t(t i,e-407.678.3366 Fax-407.320.8165 Residential Load Demand General Method 1690 square feet X 3VA = 5070 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9570 VA First 3000VA C@ 100% . ........ -3000 VA Remaining @ 35% ................2300 VA total 5300 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA 7 5 7Heat8000VA Micro, 1200 VA total 34,570 VA - 240V= 144 amps= 150 amp service Model 7498 Contractor David Weekley Homes Subdivision __Reagan's Point County-----------.,---- Seminole- Cit James Lanier EC 0002989 Sanford Office # 407-933-7771 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINEV 1 Phone: (800)755-6001At_ P N alpineitw.com Site Information: Customer: Accu-Span Truss Company Job Number: 19789 JobDescription: 7498 - B (MBR) /7498 - B (MBR) -DAVID WEEKLY Address: Lot 33 Reagan Point F City, State, Zip: SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building; Name: License #: State: Address: -- _ City, State, Zip: Job Engineering Criteria: Design Cade: FBC2017RES View Version: 17.02,01.1114.21- 111 JRef #. 1 W 954080008 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof toad (psf): 20.00- Z00- 0.00- Floor Load (pst): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 38 truss drawings and 8 details. Item Seal # Truss Item # TTruss 1 092,18.1220.36962 Al 2 092.18.1220,37103 A1A 3 092.18.1220.36775 A2 4 092.18.1220,36389 A3 5 092.18.1220.37399 A4 6 092,18.1220.37806 A5 7 092.18.1220.37619 iA6 8 092.18,1220.37821 IA7 9 11 092.18.1220,37274 092.18.1220.37820 A8 B1 10 12 092.18.1220.37914 092,18.1220.37759 A9 B2 13 092.18.1220.37837 EJ2 14 092,18,1220,36386 EJ7 15 092.18.1220.37696 CJ1 16 1092,18,1220,37697 CJ3 SAtie F...., ii.. 17 092.18.1220.37040 CJ5 18 HJ2 19 092.18.1220.36651 HJ7 I 20 092.18.1220-38009 092.18.1221.52403 FG1 21 092.18.1220.36402 FG2 22 1092.18.1220,37352 FG3 23 092,18,1220.37836 a 24 092.18.1220.37384 F1 25 092.18.1220.36728 FG4 F2 26 092A8.1220.37290 F3 27 092.18,1220.37711 F3A 28 092.18.1220.36650 F4 29 092.18,1220.37524 F4A 30 092.18,1220,37072 F413 31 092.18.1220.36947 I F5 32 1092.18.1220.36432 I F6 33 092.18.1220.36387 F6A 34 092-18.1220.36806 F7 35 092.18.1220.36388 1F7A 36 092,1& 1220.36697 F7B AT q.` e ggjj { ppgy 1 ' p 4 a+aaea tigd" 4*NU(sn g tit This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signatura must be 04t05120l s verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/5/2018 7:37:25 AM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Qity 1nFnrmatinn• Customer: . Accu-Span Truss Company Job Number. 19789 JobDescription. 7498 - B (MBR) /7498 - B (MBR) -DAVID WEEKLY Address: Lot 33 Reagan Point ( City, State, Zip: SANFORD, FL Item Seal # Truss 37 092.18.1220.37618 F8 Item Seal # Truss 38 092.18,1220.37025 F9 f a eea asN 0 This document has been electronically signed and sealed using a Digital Signature. Printed cob tes without an original signature must be t14 t D ?OI i{ verified using the onginai electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/5/2018 7:37:25 AM Job Number: 19789 7498-B (MBR) Truss Label: Al 11GW Loading Criteria (psf) TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Ply: 1 SEQN: 565699 / T6 COMN Cust: R408 JRef: iW9S4080008 Qty: 9 FROM: RF DrwNo: 092.18.1220.36962 I GA I OF 04102/2018 6'3"4 12' 17'8"12 24' 6 74 ...------•i^-'------- . 5. 8., 7 2 5.8., 12 6'74 Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.35 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/ 2 to h C&C Dist a: 3,00 It Loc. from endwall: not in 9,00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 4x4 D 24' 16' SnowCriteria ( Pg, Pf in PSF) Pg:NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT(RT:0(0)/ 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.061 1 999 240 V E R T ( T L) : 0.156 1 999 180 HORZ(LL): 0,023 H - - HORZ(TL): 0,042 H Creep Factor: 2.0 Max TC CSI: 0. 282 Max BC CSI: 0. 688 Max Web CSI: 0. 221 VIEW Ver: 17.02. 01A.1114.21 W- Jt » t & ATE Ip Q}' gyp t+' AA AIpFy' b''* 04i05%20 18 24' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1043 (118 / 522 /- / 150 / 4.0 F 1043 /118 /522 (- /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 F Min Brg Width Reg = 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 363 -1669 D - E 379 -1509 C - D 379 -1510 E - F 363 -1668 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1431 - 227 H - F 1431 - 251 1 - H 965 - 106 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. I - D 580 -125 D - H 579 -125 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 hsindlinq shipping, installing. and bracing. Refer to ?nd follow the latest edition of SCSI fBuilding Component 5 fety Information, byY TPI ana SIBCA) far safety practices prior to performing these unctions. installers shall provide terhporarY bracin per p SI.. Unless noted otherwise,top chord shall have properIx attached structural sheathing and bottom hord shall havQ a property attach tl nwri ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslaliedperBC9IsectionsB3, lW7 or 810. as applicable. Apply platestoeachface. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawin t as failure to build the truss in confgrmance withANSin 1 1, or for handling, shippm , installation and bracin of trussesA gal on this drawing or cover page listing this Sirawing indicatesacceRtanceofprotessfona n ineeril respons bilit r solely for the desi ggn shoNn. The suitability and use o thisyawingoranystructurestheresponsibiityoftheuildingDestgerperANSIPI1Sac.2. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: AIA 6'4'6 Ply 1 Qty 3 57,18 D 24 SEQN: 561393 / T22 FROM CH 3 7" 14 Cust: R408 JRef: 1W9S4080008 DrwNo 092 18 1220,37103 GA I OF 04102/2018 38-&2'5" _-' 121"12 2 17" _T4 f -- 2'5" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf,n PSF) Ciefl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 1 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA{ PP Deflection in loc L/defli L/# I Loc R U /Rw /Rh /RL /W TCDL: 7,00 Speed: 139 mph 1 Pf: NA Ce: NA I VERT(Ll_): 0,239 E 999 2401 B 984 118 / 519 /145 /4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.655 E 631 180 G 912 98 1 473 4.0 BCDL:----- 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.076 0 - Wind reactions based on MWFRS Des Ld: 00 EXP: B 1 HORZ(TL): 0.141 D B Min Brg Width Req = 1.5 NCBCLL: 10,00 Mean Height: 23.35- It Code / Misc Criteria i Creep Factor: 2.0 G Min Br Width Re = 1. 5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0120 Bearings B & G are a rigid surface. Load Duration: 125 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.516 Members not listed have forces less than 375# Spacing: 24.0 C&C Dist a- 3100 it Rep Factors Used: Yes Max Web CSI: 0. 712 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 9.00 it FT/RT:0(0)/0(0) Chords Tens.Cornp. Chords Tens, Comp. GCpi: 0. 18 Wind Duration: 1.60 Plate Type(s): VIEW Ver: 17,02.01A.1 114.21 8 - C 365 -1539 E-F 495 -2065WAVE C-0 344 -1299 F-G 130 -397 Lumber D-E 356 -1316 Top chord 2x4 SP #2 Dense 73 2x6 SP SS: Bot chord 2x4 SP 92 Dense Webs 2x4 SP #3 Plating Notes All plates are 4X4 except as noted, Wind Wind loads based on MWFRS with additional C&C member design, M -. AT E t-10 2 7 8 rtoa_ N Ak, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords lens, Comp. 6 - L 1315 -263 H - F 2030 -405 J - H 2021 -400 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_,__.____ Webs --Tens. Comp_,__ L - J 1313 -261 J - E 269 -957 D-J 794 -161 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in falvicating, h dl h istalling and bracing. Refer to and follow the la est edition of SCSI (BuildingientSfetyInformation, b, PI an SB'8A;n&' shipping prior to performing these functions. Instaliers; shall provide tempora e,r 38SI, Unless noted o herwise.top chord shall have properly attached structural sheathingand bottom hord shall have proge& d ceiling. F191 cel T,. Locations shown for lateral restraint of webs shall have bracing installed per BC I sections B3 7 or 10 trussCat, Apply ,,Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer tois16A-Z for standard plate positions. a division of ITW ildinA omponents Group Inc, shall not be responsible for any deviation from this drawintanu failure to build theconformancewithANSI11, or for handling, shipping, installation and bracing of trussesA seal on this dr wi g or cover p,a this rawing, indicates acceptance (?f essiona In solely for tAR desg%n shown. The sufflbilitytygionrtennguresponsresponsibility heeo? this rawing for any structure is Keoresponsib Ilding Desig air per ANSI PI 1 c.2, AIPINF www alrtinnilw mm. TPI —in-1— 'R(.A -1 1-1, 1 ICC ALPIN,MPuiv 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - 6 (MBR) Truss Label: A2 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " Ply: I SEQN: 561394 / T34 HIPS Cust: R408 JRef: IW9S4080008 Oty I FROM. CH DrwNo: 092,18,1220,36775 I GA / DF 04102/2018 1, 71 1 7 4 6TJ 2* 4'11'2 37-14 2'5' 5 14 5 9'4 Wind Criteria Wind SIA: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 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 34 2x6 SP SS: But chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc, Wind Wind loads based on MWFRS with additional C&C member design. 40 =,IX4 D E T T 4204" Ai 8" 24* 5"I"8 11101_ 4'1 0"S 318`8 z , -51-1 1 _24— T - 1----------- - ------ _7'I O 8 24' Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA I PIP Deflection in loc L/defl L/# I LOC—IR _ /'U /Rw /Rh /RL 1W Pf: NA Ce: NA VERT(LL): 0.235 F 999 240 B 984 119 1521 135 / 4.0 Lu: NA Cs: NA VERT(TL): 0.644 F 642 180 H 912 99 1476 - 14.0 Snow Duration: NA HORZ(LL): 0.072 D I Wind reactions based on MWFRS HORZ(TL): 0.134 D B Min Brg Width Reg = 1.5 Code I Misc CrItariI Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.720 Bearings 6 & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.492 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.491 i Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) i Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE 6 - C 397 -1559 E-F 399 -1408t_VIEWVer:17,02.01A,1114.21 C-D 344 -1127 F-G 521 -20,51 D-E 381 -1195 G-H 135 -397 M tATE C_F s 0 278 N'Ali, 04,05,2018 Maximum Bot Chord Forces Per Ply (in) Chords Tens.Comp. Chords -_-Ten , B - N 1336 -296 K - 1 2006 -433 N-M 1334 -296 1 - G 2015 -438 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs —Tens-, Comp,__ C-M 152 -446 K-E 441 -116 D-K 650 -137 K-F 249 -862 M-K 1117 -192 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 hipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingtSTPIanSEA)'% shipping, practices prior to performing these functions. Installers shall provide temperaBftyInformation, bxSI. Unless noted o herwise,top chord shall have properl attached structural sheathing and bottWCn ghord shall hjv a properlyI , t p 10, iiiec, ceding Locations shown for rmanent lateral restraint f webs shall have bracinp installed per C IsectionsB 71 orApplyplatestoeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise, efgr to60A-ZPf.Pr'ysstandard plate positions. ivision of ITW Buildiy+ Components Group Inc. shall not be responsible for any deviation from this drawintanu failure to build theIfIrmar) with ANSI PI 1, or for handlinj shippiny, installation and bracing of trussesA eal on this dr wi or iyr,ir pageFrawircresponsibilitysolelyoritdesignhon. a suitabilityj, idicaZis acre of Ko essiona engineering A ;71thisrawingranyIsructureisaresponsibilityofthebuildingDesignerperANSIPINET ALPINIE- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 Ply: 1 SEQN: 561396 / T11 HIPS Cust R408 JRef: 1W9S4080008 7498-6 (MBR) Qty, 1 FROM: CH DrwNo. 092,18 1220 36389 Truss Label: A3 GA / DF 04102/2018 4'9"4 9' 12'10"4 15' 217 24' 4'9"4 4712 T10"4 2.1..12 67" 2'5" 4x6 III2X4 6x6 D E F iII2X4 24' 1'4" 9' t" 12 3'10"4 _1'10"4, 6'8"12 2'D 73'-74'Sp" 21' 7' 24' Loading Criteria (asf) TWind Criteria Snow Criteria (Pg,Pf DefltCSl Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA GAT: NA PP Deflection in loc L/defl L/# Loc -- / U ! Rw ! Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ca: NA VERT(LL): 0.323 I 872 240 B 9H4 1233 / 523 / - / 115 / 4D BOLL_ 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.887 I 466 180 ( H 912 / 202 / 477 1 - 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 D I Wind reactions based on MWFRS Des Ld: 37.00 EXP: B Mean Height: 22.60 tt v-____----.------------_._--.- HORZ(TL): 0. 152 D B Min Brg Width Req = 1.5 NGBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria CreepFactor 2.0 H Min Brg Width Req = 1.5 Bearings B H are a rigid surface. Soffit: 2.00 i BCDL: 5.0 psf Bldg Code: FBC 2017 RES I Max TC CSI: 0.716 Load Duration: 1.25 MWFRS Parallel Dist 0 to h12 i TPI Sid: 2014 Re Factors Used: Yes 1 Max BC CSC 0.689 1 Max Web CSI: 0A29 i Members not listed have forces less than 375# Spacing: 24.0 g: C&C Dista: 3-QO ft R Maximum Top Chord Forces Per Ply (Ibs) k Loc. From endwail: not in 9,00 ft FT1RT:0(0)!0(0) Chords Tens.Comp. Chords Tens, Comp. GCpi: 0,18 Wind Duration: 1.60 Plate Type(s): WAVE VIEW Ver: 17. 02.01A.111421 B - C 448 -1547 E - F 478 - 1533 I C - D 388 - 1287 F - G 439 -1620 Lumber D - E 474 - 1520 G - H 139 - 397 Top chord 2x4 SP # 2 Dense :T3 2x6 SP SS: Bot chord 2x4 SP # 2 Dense Maximum l3ot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3ChordsTens.Comp. Chords Tens. Gomp. Purlins B - M 1339 - 348 I - G 1505 -314 In lieu of structural panels use purlins to brace all flat K - 1 1504 -313 TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Gomp. D-K 557 -146 M-K 1125 -231 VATS P 4*pp" eit 0/ 0=( sAjWf1i6 riff 17i1roe i A 04/05} 2018 Hw" 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 i )stalling and bracing.. Refer to and follow the latest edition of SCSI (Building Component S fety Information, by TPI and SBCA) fbF safety practices prior to performing these functions. Installers shall provide temporarryY bracin qer B SI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall Navy prapeny attach d ri idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3. B7 or k110, as applicable. Apply plates to each face at 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 omponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the truss In conformance with ANSI 1 11, or for handlin j shi ping, installation and bracin of trussesA seal on this dr8wirt or cover page listing this drawing indicatesacceptanceofproFessonafanineerin responsibility solely for the design shoran. The suitability and use of this yawing or any structure is the responsibilit}of the uilding Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's ueneral notes bloc and these web sites. ALPINE: www.altxneihw.cpm, TPr. www.tpinstorg, S8CA. www.sbo.dustryeom, ICC. www-kmsai ALPINE w w,_tnuw+t 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19789 Ply: 1 SEQN 561409 1 T12 HIPS Cost: R408 JRef: lW9S4080008 7498 - B (MBR) City: I FROM. RF DrwNo 092.18.1220.37399 Truss Label: A4 GA / DF 04/02/2018 T 7' 12' 17' 24' 7 -- 5' 6X6 III 2X4 =6X6 C D E 24' 1'4" 7"1'12 4'10 1 7"1"124'10"4 1'4" 7'1"12 12' 1 24* Loading Criteria (psf) I Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct; NA CAT: W TCOL: 7,00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL:— 10.00 i Risk Category: It Snow Duration: NA EXP: B Des Ld: 37.00 Mean Height: 22.10 it NCBCLL: 10,00 TCDL: 4.2 psf Code I Misc Criteria Soffit: 2.00 1 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 it Rep Factors Used: Yes Loc. from endwall: not in 4,50 It FTIRT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1 60 WAVE Lumber m_ Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 91 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1,25) TC: From 56 pit at -1,33 to 56 pit at 7.00 TC: From 28 pif at 7.00 to 28 plf at 17.00 TC: From 56 pit at 17.00 to 56 pit at 25.33 BC: From 4 plf at -1.33 to 4 pit at 0.00 BC: From 20 pit at 0.00 to 20 plf at 7.04 BC: From 10 pit at 7.04 to 10 plf at 16.96 BC: From 20 pit at 16.96 to 20 pit at 24.00 BC: From 4 pit at 24.00 to 4 pit at 25.33 TC: 237 lb Conc. Load at 7.04,16.96 TC: 169 lb Conc. Load at 9.09,11.09,12.91,14.91 BC: 458 lb Conc. Load at 7.04,16.96 BC: 127 lb Conc. Load at 9.09,11 .09,12.91,14.91 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Defl/CSI Criteria A Maximum Reactions (Ibs) PIP Deflection in loc L/defl L/# Loc R, / U —'/ Rw—/ Rh / RL W VERT(LL): 0.168 D 999 240 B 2086 /526 /4.0 VERT(TL): 0.454 D 913 180 F 2086 / 526 /4,0 HORZ(LL): 0.055 H - - Wind reactions based on MWFRS HORZ(TL): 0.101 H 6 Min Br9 Width Req = 21 Creep Factor: 2.0 F Min Brg Width Req = 2.1 Max TC CSI: 0,857 Bearings B & F are a rigid surface. Max BC CSI: 0.722 Members not listed have forces less than 375# Max Web CSI: 0.319 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B-C %6 -3869 D-E 1017 -4090 C-D 1017 -4090 - 3869 M VA E wCezv .......... 0 278 tdttt 0405i01 Maximum Bat Chord Forces Per Ply TS) Chords Tens.Comp, Chords Tens. Comp. 6 - 1 3381 -826 1 - H 3407 -8216 i - 1 3407 -826 H - F 3381 -826 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, C- i 621 -4 D - 1 284 -586 C - 1 837 -234 H-E 621 -4 1 - E 837 -234 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h dfi h installing.and bracing. Refer to and follow the la est edition of BCSI iTuilding IComponentfetyInformation. Yi an, S9CnA)'n&' shipping prior to performing these functions. Installers shall provide te pora Se. a I noted0 1 'P' s. bracingper38SI, Unless nto otherwise, chord shall have =1 attached structural sheathingand bottom shall have pro attached ceiliny. Locations shown foyermanent lateral re attached shallhave bracing installed per I sections B3 7 or gel 07 as applicable. Apply plates to each face o truss and position as shown above and on the JoinpDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildina Components Group Inc, shall not be responsible for any deviation from this drawintan failure to build the trussincgnfwithANSIP11, or for handlin shipping, installation and bracing of trussesA seat on this dr wi g or listing rramval'ncj,, windica es acceFtance 9f dessiona . Iri g responsibility solely for the design 'Ph.7r.P.Mbility thisin ? in itof ahown. anduseothisswingoranystructureisgeresponsiboftheBuildingDesignerperANSVTPIIPANE 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply I SEQN: 561507 1 T2 HIPS Cust: R408 JRef 1W9S4080008 7498 - B (MBR) Qty : I FROM CH OrwNo: 092,18,1220,37806 Truss Label: A5 I GA / DF 0410212018 10, 1418'8" 12 24' 2- YT " 4 - - - ------ rl 4 4'13 1 5'3-4 1' 4" 10, 10, Loading Criteria (psf} Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 i Enclosure, Closed BCOL- 10.00 Risk Category: 11 Des Ld: 37.00 EXP: 6 I Mean Height: 22,85 ft NCBCLL: 10.00 '1 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 Purfins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X6 = 4X4 D E 24' S10" 4_ 13' 10"4 Snow Criteria (Pq,Pf,n PSF) I Ciefl/CSI Criteria Pg: NA Ct: NA CAT: NA I PIP Deflection in loc L/defl L/# 10' 1"12 1'4' 24' A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,050 J 999 240 1 6 988 l 120 / 525 129 /4.0 Lu: NA Cs: NA VERT(TL): 0,134 1 999 180 i G 988 120 /525 /- /4,0 Snow Duration: NA HORZ(LL): 0.022 1 Wind reactions based on MWFRS HORZ( TL): 0.041 1 6 Min Brg Width Reg = 1.5 Code I Misc Criteria Creep Factor: 2.0 G Min Brq Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,268 Bearings 6 & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.749 Rep Factors Used: Yes Max Web CSI: 0, 197 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:0(0)/O(0) Chords Tens,Comp. Chords Tens, Comp Plate Type(s): WAVE VIEW Ver: 17,02.01A.1 114,21 B-C 429 -1532 E - F 360 -1228 C- D 363 -1233 F-G 428 -1532 D- E 362 -1049 N. z TE 11, 0 278 SION Ak- 04, 052018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens. Comp, Chords Tens, Comp. 8 - 1 1325 -291 1 - G 1325 -316 i -1 1045 -165 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin3, h dl* h installing and bracing. Refer to and follow the latest edition of SCSI (Building Ber'n? Safety Information, tw TPI a. S9CnA)nAr' `saWPt'ng , " ' )r to performing these functions. Installers shall provide tempera y practicespn( per B SI. Unless noted o herwise,top chord shall have properl attached structural sheathingand bottom ghord shall hye a properly GO ceiling. Locations shown for ermanent lateral restraint f webs shall have bracinginstalled per BC I sections 6 , B7 o 10, e rcable. Apply plates to each face of9iruss and position as shown above and on the JoinlDetails, unless noted otherwis Refer to is 16OA- Z for standard plate positions. a division of ITW Buildii omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIXI 1, or for handlinj shippin?. installation and bracini of trussesA gal on this dr wi g or cover this rawing, indicates acceptance of pro) ass (one Tngineerinrespons bill solely r the de n shown. Ph. Patility a of this rawing or any structure is the responsibility of the Building Desig%er per ANSIrTPI IsPec.2. information see this job's general notes page and these web sites ALPINE wwwaipineirw com. TPI — tpinst oq, SBCA wwwsbmidusty Win. ICC www,Ccsaf PINEA 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: 19789 7498 - 6 (MBR) Truss Label: A6 Loading Criteria (psti Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0,00 Enclosure: Closed BCDL:---10.00 Risk Category: 11 EXP: BDesLd: 356_ Mean Height: 22,97 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 9,00 It GCpr 0.18 Wind Duration: 1.60 Lumber Y Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 24' 5,78 Ply: I Qty 1 4X4E SEQN: 561512 / TIO SPEC Cost: R408 JRef 1W9S4080008 FROM: CH Dr.No 092,18.1220,37619 GA / DF 04102/2018 18'5" 12 24' V 112 ___56;4 Snow Criteria (Pg.Pf,n PSF) I 0efl/CS1 Criteria Fig: NA Ct: NA CAT: NA I PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.054 D 999 240 Lu: NA Cs: NA VERT(TL): 0,146 D 999 180 Snow Duration: NA HORZ(LL): 0.022 1 HORZ(TL): 0,040 1 Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.656 TPI Std: 2014 Max BC CSI: 0,804 Rep Factors Used: Yes Max Web CSI: 0,293 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17,02.01-A.1 1114.21 M 4 E141T 4 OR04X"' 0 278 /ONAV 04 052018 10*6" 1'4" N 20'4" A- A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /,IL _/W 6 988 / 237 / 522 / /134 /4.0 G 988 / 236 / 522 / I - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-C 421 -1451 E - F 387 -1202 C-D 433 -1234 F-G 455 -1520 D-E 397 -1145 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B_J 1217 -274 i-G 1313 -338 J-1 1291 -300 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs --Tens, Comp. D-I 227 -527 E -1 770 -219 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, higandlin shippino, installing and bracing. Refer to and flow, the latest edition o B I (BuildingnentSafetyPIandSCA) sal6tav ractices prior to perfo Ing these unctions. Installers shall provide temporaryerUnlessnotedotherwise, top chorde ha h e properIx attached structural sheathingand bottom ghord shall hav a progerigidceiling . Locations shown for permanent lateral restraint f webs shall have bracirip installed per BC I sections B3, 7 or 10. ica e Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. efer to s 16 A-Z for standard plate positions. a division of ITW Buildi omponprits Group Inc. shall not be responsible for any deviation from this drawmtan failure to build the c,?nf ANST4 1 1, or (or handlinj shippin?, instpliation and bracing of trussesA seal on this dr wi V, or pa this t rInsnshon. he suitability with acceptance (?f pro essiona engineering responsibility solely for theP?eI SWseothisrawingoranystructureistheresponsibilityoftheBuildingDesig%er per ANSI/T ec. 2. infonnation see this job's general notes page and these web sites ALPINE wwwalpheitwcorn,Tlal -,Iptnstorq,S8CA wwwsbondustrywro,ICC w iccsaf P.15M- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply 1 SEQN 561516 1 T8 7498 - B (MBR) Qty 1 FROM. CH Truss Label: A7 1'4" 6'3"8 Loading Criteria (I f) liiVndCCriteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: TOO 1 Speed: 139 mph BCLL: 0.00 I Enclosure: Closed BCDL: 10.00 Risk Category: 11 1 EXP: 6 Des L 37.66 Mean Height: 22.97 It NCBCLL: 10.00 TCDL: 4.2 last 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: 018 Lumber Wind Duration: 1.60 Top chord 2x4 SP 92 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purfins 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, SPECI Cust. R408 JRef 1W9S4080008 DrwNo 092 18,1220 37821 GA I OF 04102/2018 24' 4'6'* 5'6"4 4X4E 8" 7'2"8 1-37e" 24' 10,15" 1 *4" Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# L_ocR / U /Rw (Rh /RL 1WI Pf: NA Ce: NA VERT(LL): 0,066 D 999 2401 6 988 / 237 519 1134 /4.0 Lu: NA Cs: NA VERT(TL): 0.179 D 999 180 G 988 1236 520 /4.0 Snow Duration: NA HORZ(LL): 0.025 1 1 Wind reactions based on MWFRS HORZ(TL): 0,046 1 j 6 Min Brq Width Reg = 1.5 Code I Misc Criteria Creep Factor: 2.0 G Min Brg Width Reg = 1.5 Bldg Code: FSC 2017 RES Max TC CSI: 0.291 Bearings 6 & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0,931 i Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,412 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Chords Tens, Comp. Plate Type(s), WAVE VIEW Ver: 17.02.01A.1 114.21 B - C 448 -1543 E - F 385 -1209 C-D 450 -1354 F-G 450 -1521 D-E 393 -1192 wt r - - tAT E C N A- el) 278 04zO5,2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Comp. B - 1 1315 -316 1 - G 1313 -333 i - 1 1610 -428 Maximum Web Forces Per Ply (Ibs) Webs Tens.Corn-p.- Webs - Tens. Comp. C-i 416 -96 D - 1 291 -709 J - D 161 -385 E - 1 745 -194 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingnentfetyInformation, b`TRI an SBCA) r safety practices priiorto performing these functions. Installers shall provide ternpora' se Unless noted o herwise,top chord shall have properix attached structural sheathingand bottom Nord shall haiv a proge yS ceilingpermanent lateral restraint f webs shall have bracing installed I sections B3 7 or 10, d ' I ailed per BC Refer toLocationsshownforMeApplyplatestoeachfaceofandpositionasshownaboveandontheJoinDetails, unless noted otherwise. s 160A-Z for standard plate positions. a division of ITW Buildi omponpnts Group Inc. shall not be responsible for any deviation from this drawingang, failure to build theconfprmancewithTR21, or or handling, shipping, installation and bracinj of trussesA peal on this drwi g orthisPrtengineeringi ( Pdes over page Wing, inqicajes acceptance 9f go essionA e i g respons bflli solely or the gn shown. he 11 hy = Building Designer per ANSIfT I Ieothisdrawingoranystructureis4eresponsibility4 c.2. FROM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply 1 7498 - 6 (MBR) Qty 1 Truss Label: A8 SEQN 561520 / T13 SPEC Cust: R408 JRef: 1W9S4080008 FROM: CH DrwNo: 092 18 1220,37274 GA / DF 04/02/2018 4'__ 7- 13'6" 8 2 24' F- 44- 4,11--Q 4X4E 24' 6*8"8 13'6" 24* Loading Criteria (psf) Wind Criteria TOLL: 20,00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL:-- 10.00 Risk Category: 11 Des Ld: d-7 0-0 EXP: B Mean Height: 22.97 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2,00 8CCL: 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 #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Purfins 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. T W Snow Criteria (Pg,Pf,n PSF) f DefIjCSI Criteria i A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl L/# t Loc R U 1Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,089 D 999 240 I B 988 237 / 516 1- /134 /4.0 Lu: NA Cs: NA VERT(TL): 0.239 D 999 180 G 988 236 /517 /- /- /4,0 Snow Duration: NA HORZ(LL): 0.026 1 Wind reactions based on MWFRS HORZ(TL): 0,048 1 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor, 2.0 i G Min Brg Width Req = 1,5 Bldg Code: FBC 2017 RES Max TIC CSI: 0.424 i Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.885 Rep Factors Used: Yes Max Web CSI: 0.348 Members not listed have forces less than 375# FT/RT:0(0)/O(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. WAVE VIEW Ver: 17.02.0 B - C 462 -1576 E - F 372 -1217 C - D 640 -2091 F-G 433 -1517 D-E 378 -1235 FEZ TAB` E 7, - 4 tO 278 r.4 1 Onto 04 05i2018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. (.;QITIP. B - J 1362 -347 I-G 1308 -317 i - 1 2156 -593 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-i 914 -273 D -1 422 -1173 J - D 198 -455 E - 1 699 -165 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, handl h i istalling and bracing Refer to and follow the latest edition of SCSI (BuildingrComponentfetyInformation, b TPI an SB safety 'actices prior to performing these functions. Installers shall provide temporabracinperBin. Unless noted o herwisej p chord shall have properly attached structural sheathingand bottWn hord shall havy progeWyattachrigidceiling.Locations shown fortpermanent lateral restraint f webs shall have bracinp installed per C I sections B3 7 or 10Locationsshownfor as applicable, Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, efer to drawings 160A-Z for standard plate positions, pine, a division of I W BuildinlgCCompon nts Group Inc, shall not be responsible for any deviation from this dr?"winn failure to build thetrussinconformancewithANI11rorhandlingsippininstallationandbracingoftrussesAsealonthisdrawingorcoverIfIII u this drawing indicates acceptance f ro s cinafengineerl responsibili solely for thee des' h The P.M.1bility . Any own. e a so o this drawing for any structure is e responsibility of the Building Desig er per ANSI/T I I F- — 111—,W--- -- -- ,— Ih— — 1.— 61 PI.P --- — --, 1 —1— —1. ....... . 1011161 41 - ALPINOff 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number; 19789 1 Ply: SEQN, 561739 / T18 7498 - 6 (MBR) Qty: I FROM: CH Truss Label: A9 i SPEC Cust: R408 JRef 1W9S4080008 DrwNo: 092,18,1220.37914 CA I OF 0410212018 2' 5' 8'4"10 13'6" 2 24' 4'11 "', 2 5'6"4 1'4" 2'1'12 2'8"8 87'12 Loading Criteria (psf) j Wind Criteria TCLLI 20+00 Wind Sid: ASCE 7-10 TCDL1 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 EXP: B Des Ld: 37.00 Mean Height: 22,97 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: t25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24+0 C&C Dist a: 3.00 ft i Loc, from endwall: not in 4,50 ft GCpi: 0+18 Wind Duration. 1,60 Lumber Top chord 2x4 SP #2 Dense Bat chord 20 SP #1 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1,25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 25,33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 10 plfat 0.00 to 10 plf at 2.94 BC: From 20 plf at 2.94 to 20 pit at 24.00 BC: From 4 pit at 24.00 to 4 plf at 25.33 TC: 18 lb Conc. Load at 2.00 TC: 46 lb Conc. Load at 2.94 BC: 29 lb Conc. Load at 2,00 BC: 34 lb Conc. Load at 2.94 Purlins In lieu of structural panels use purins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. 4X4 F24' 24' 1' 4' 20W 1/- 8" Snow Criteria (Pg,Pf in PSF) j DeIIIICSI Criteria A Maximum Reactions (Ibs) Loc R U Pg:NA Ct:NA CAT:NA1 PP Deflection in loc LJdefI L/# : Rw (Rh /RL W Pf: NA Ce: NA VERT(LL): 0,171 D 999 240 i 6 1075 /291 1, 14,0 Lu: NA Cs: NA VERT(TL): 0.454 D 909 180 H 1000 / 263 / - 4.0 Snow Duration: NA HORZ(LL): 0.034 C Wind reactions based on MWFRS HORZ( TL): 0.062 C B Min Brg Width Reg = 1,5 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.589 Bearings B & H are a rigid surface. TPI Sid: 2014 Max BC CSI: 0,773 Yes Max Web CSI: 0,811 Members not listed have forces less than 375# Rep Factors Used: 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: 17,02.01 A 1114 21 B C 452 -1826 E - F 298 -1246 C - D 743 -3255 F-G 2% -1243 D - E 914 -3930 G-H 438 -1552 18 TE 0 278 04, 05i2018 Maximum Bot Chord Forces Per Ply Chords Tens..-C-ornp. --Chords- - Tens. C 6 - L 1597 -390 K-J 1832 -471 L - K 1600 -389 J - H 1339 -358 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, _ Comp. C- K 1764 -377 E - J 263 -875 K- D 474 -1841 F - J 778 -87 K- E 2128 -428 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 4wre extreme care in fabricating, handIin2,,h,pp,ng,,nstaIIing and bracin?, Refer to and follow the latest edition of SCSI (Building tSafetyInformation, b s ] , n TPIanSBCA) a ety practices prior to perlor ing these functions. Installers shall provide tempor BeS 1. Unless noted otherwise, top chord shall have properIx attached structural sheathingand bottom ghord shall have a propPy iid,ceilin,a Locations shown for ermanent lateral restraint f webs shall have bracing installed per BC Isections B3 87 orB10, e AplatestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. keferto 60A-ZPfaryXndardplatepositions, a division of i Hi i, or ror r acceptance any structure from this drawin any failure to build the I on this drawing or rathe .0qsjgn shown. Th'.7i'spuMbility ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: 61 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 BCDL: 5+00 Des Ld: 55.00 NCSCLL: 10,00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24,0 " Lumber Ply: 1 SEON 561530 1 T26 GASL Cust: R408 JRef: 1W9S4080008 Qty 1 FROM: CH i DrwNo 092 18,1220,37820 GA / DF 04102/2018 2' 4 57 7 106- IS 20 5_ -t 4 2'9410'4 9' 4 10 9 _ 4 I" 4— 2 —. TIP, 04)(8,R1, 6 Wind Criteria Wind Std: ASCE 7-10 Speed: 110 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 22,81 ft TCDL: 0.0 psf BCDL: 0.0 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 31 2x4 SP #1 Dense: Sot chord 20 SP #1 Dense Webs 2x4 SP #3 Stack Chord SC2 2x4 SP #2 Dense: Plating Notes All plates are 2X4 except as noted, Loading Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS Al 1530ENC101014. GBLLETIN1014, & GABRST101014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL), Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 30 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 131111[il Snow Criteria (Pg,Pf,n PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.098 B 999 240 Lu: NA Cs: NA VERT(TL): 0.203 B 890 180 Snow Duration: NA HORZ(LL): 0,024 B - - HORZ(TL): 0.037 B Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.731 TPI Std: 2014 Max BC CSI: 0.619 Rep Factors Used: Yes Max Web CSI: 0.837 FTIRT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114.21 M A E F 00 Ffifi 0 278 NAL NNL) 2 8- --' A Maximum Reactions (Ibs), or *-PLF Loc R /U Rw I Rh /RL /W A 461 / 109 140 1134 /4.0 AA 542 /113 /206 14,0 M* 234 /59 /63 /113 Wind reactions based on MWFRS A Min Brig Width Reg = 1,5 AA Min Brg Width Reg = 1.5 M Min Brg Width Reg = - Bearings A, AA, & AA 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-S 262 -651 H - J 828 -222 B - D 274 -669 J - K 596 -202 D-G 365 -584 K - L 696 -254 G-H 789 -101 L - M 855 -537 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-T 605 -131 P-0 380 -525 T - Q 488 -199 O-M 373 -512 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. D-T 160 -408 G-P 331 -1083 T-G 852 -402 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp, X-H 252 -488 O-K 241 -401 Q_X 276 -547 04 05/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 req lire extreme care in fabricating, handling, shippin installing and bracin% Refer to and follow the latest edition of SCSI (BuildingWent5byYPIanSBCA) r safety i9ractices phor to performing these functions. Installers shall provide temporaTperBCSI.'Unless noted otherwise top chord shall have properl attached structural sheathingand bottom ghord shall hav%a pro PynIidceiling. Locations shown for permanent lateral restraint f webs shall have bracinginstalled per BC I sections B3, 7 or 9 101[1(1? plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer toicabliApply11MAIs16 -Z For standard plate positions. a division of ITW Building drawing any failure to build theaomponentsGroupInc. shall not be responsible for any deviation from this drawirtconformancewithANSI11, or for handli4 shipping, installation and bracing of trussesak eall on this dr wing oron. "Cr." this drawing indicates acceptance of pr is i Arig responsibility solely tor tApoesonatn? 0 Vjsgp. h.wth. The suitabilityao? this cawing or any structure is the responsibilitythe, uilding Desig er per ANSI P ac.2. information See this job's gene(al notes page and these wet) sites: ALPINE w alpineirw corn: TPI w tp,nst oSBCA wwwsbondustry corr ICC www,ccsaf RW c) W. 1 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: B2 Loading Criteria (psf) TCLL: 20.00 TCDL: 7,00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37,00 NCBCLL: 10.00 Soffit: 2 00 Load Duration: 1.25 Spacing: 24.0 " Ply 1 SEON 561484 / T25 GABL ( Cust R408 JRef: iW9S4080008 Oty 1 i FROM: CH DrwNo: 092,18 1220 37759 GA / DF 04/02/2018 I".r{ 5'9" t0'3"9 ,t0'i "75 2' --- - TYP) E 12 / 6 [r 1 I 03X4 / r pax 0 t X4((C5} - 3X4r(('C5)) 2X4(C5) y2X4(C5) 11'6" 5.. NNL) (NNL) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP:B Mean Height: 21,62 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP 93 Stack Chord SC1 2x4 SP #2 Dense: Stack Chord SC2 2x4 SP #2 Dense: 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 At 4030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Snow Criteria (Pg,Pf .n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE DeH/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 240 VERT(TL): 0,006 C 999 180 HORZ(LL)_ 0.001 C - - HORZ(TL): 0.001 C Creep Factor: 2.0 Max TC CSI: 0,175 Max SC CSI: 0.063 Max Web CSI: 0,060 VIEW Ver: 17.02.01A.1 1 14.21 J ATE4 0 278 04i05 2018 A Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL / W M" 90 / 19 / 40 /- 17 / 138 Wind reactions based on MWFRS M 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 g 1ire extreme care in fa r cating, handling,shipping installing,and bracing_ Refer to and follow the latest edition of SCSI (BuildingtsfetyInformation, by Pl and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary B St. _ Unless noted oytherwise,top chord shall have properlyy attached structural sheathing and bottom phord shall have a progeny aaid ceilm9. Locations shown for rmanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3. B7 or 10, 1e. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless rioted otherwise. 2efer to 6QA-Z for standard plate positions. of lYl 1; or ter n acceptance any structure his drawing,an failure to build the on this drawing or cover page Lq_0gsjgn shown. The suitability 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply I SEQN 561736 1 T23 EJAC Cust. R408 JRef 1W9S4080008 7498 - B (MBR) 1! Oty 1 ;FROM CH DrwNo 092.18.1220,37837 Truss Label: EJ2 CA I DF 04/02/2018 Loading Criteria (psf) TCLL: 20.00 TCOL: 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: ASCE7-10 Speed;139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 2118 ft TCDL: 4.2 psf SCDL: 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 Bat chord 2x4 SP #2 Dense 12 6 j B 2' 2' Snow Criteria (Pg,Pf,n 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 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord. Provide (2) 16d common(O. 1 62"x3.5") toe -nails at bottom chord. 21'4"11 20'4" Def11CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 C HORZ(TL): 0.001 C Creep Factor: 2.0 Max TC CSI: 0.049 Max SC CSI: 0,031 Max Web CSI: 0,000 VIEW Ver: 17,02,01A.1114.21 ATE C 6 0 278 0405i2018 A, Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W A 82 /6 /47 128 14.0 C 34 / 1 /24 /1.5 6 46 /22 /19 /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1,5 C Min Brq Width Reg = - B Min Brq Width Reg = - Searing A 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 , installing and bracin . Refer to and follow the latest edition of SCSI (BuildingtrynSafetyInformation, b TPI and r safety,l?ractices prior to perfo ing these unctions, Installers shall ?rovide temporary SCSI. Unless noted o herwise,top chord shall have properix attached structural sheathin R and bottom ghord shall havy progPyjidceiliny,. Locations shown for permanent lateral restraint I webs shall have bracingiris alled per BC I sections 83 or 10 ie, Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. keferto' 60A Z for standard plate positions. a division of any failure to build the n" 'CeN118tility Fi_= mvXmmy 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: EJ7 1, 1'4" 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf,n PSF) TCLU 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCOL: 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL 10,00 Risk Category: 11 Snow Duration: NA Des Ld: 37.00 EXP: BMeanHeight: 22.10 it 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 If Rep Factors Used: Yes Loc. from endwall: not in 4.50 it FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): 1 Wind Duration: 1.60 1 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord, Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord, Ply I SEQN 561403 / T 17 EJAC 1 Cust R408 JRef 1W9S4080008 Cry 6 FROM CH i DrwNo: 092.18 1220 36386 I GA I DF 04/0212018 C Defl/CSI Criteria i A Maximum Reactions (Ibs) PP Deflection in foc L/defl L/# I Loc R / U /Rw /Rh IRL /W VERT(LL): NA B 360 61 /220 1- 1124 14.0 VERT(TL): NA D 127 - /84 /- / - /1.5 HORZ(LL): 0,013 D C 169 81 /67 1- / - /1.5 HORZ(TL): 0,023 0 Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0.598 0 Min Brg Width Req = - Max BC CSI: 0.455 C Min Brg Width Reg = - Max Web CSI: 0,000 Bearing B is a rigid surface. VIEW Ver: 17.02.01A.1 114.21 NZ OR $$ p rto 2711, A. 04105,2018 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, h dl n shipping installing and bracinp. Refer to and follow the latest edition of SCSI (Buildinga' ' & safety I11 iacrtices prior to performing these functions. Installers shall provide tempararrYYComponentSfetyInformation, bj TPI an SBCA) pr bracing per 01. Unless noted o herwise,top chord shall have properly attached structural sheathini and bottom Cghord shall have a properly attachUdgidceiliny,. Locations shown for permanent lateral restraint f webs shall have bracingins ailed per C I sections 83 B7 or 10 3asapplicar) e. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to drawings 160A-Z foe standard plate positions. Alp ine, a division of ITW BuildiaComponrnts Group Inc. shall not be responsible for any deviation from this drawing an failure to build the truss it) conformance with ANSI PI 1, or or handling, shipping, inst?llation and bracing of trussesA eal on this dr wi or over pag e galistingthisOr#Wing, indicates acceptance of proessionA. engineering Mspoqaibfllity solely.?Rlrjftt V. it 0qsIgnRhon. he suitability ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: CA Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Ply: 1 SEQN: 561404 / T16 JACK Cust R408 JRef: 1W9S4080008 Qty: 6 FROM: RF DrwNo: 092.18.1220,37696 GA / OF 04/02/2018 12 C6ri/ 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwali: 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. co T_ f 20'4" +/_ $11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 D HORZ(TL): 0,000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,198 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 1 14.21 Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162N3.5") toe -nails at bottom chord. T 1 i ATE PpRfrt{*4 A9AaA 041105/2018 Maximum Reactions (lbs) 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 quire extreme care in fabricating, handlingg shippin installing and bracing. _ Refer to and follow the latest edition of BCSI (Building t Safety Information, byt TPI and SBCA) fb safety (racbces phor to performing these functions. Installers shall provide temporar Bc St. Unless noted ohennise,top chord shall have properly attached structural sheathing and bottom Chord shall have a grope y aid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSSI sections B3, 67 or f310, le. AppTV plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (defer to failure to build the i or cover pa n. The sui aebility ALPINE NE uY11V[IONMnr 2400 LakeOrange Dr, Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: CJ3 Ply: 1 SEQN: 561405 / T15 JACK Cust R408 JRef: 1W9S4080008 City: 4 FROM: RF DrwNo: 092.18.1220.37697 GA / OF 04/02/2018 21'10"11 + - 811 to fV 4A3 — _ 20r4r, if 8A- D 2X4( A1) 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 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 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 CSC member design. 3' 3' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT: 0(0)/O(0) Plate Type(s): WAVE 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. DefI1CSI 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 ffi AT 00 2111, 8 04/ 05i2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 W B 222 /45 /141 1- /62 /4.0 D 50 /- /36 !- I- /1.5 C 59 /28 /20 !- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1Z D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping installing and bracing. ,Refer to and follow the latest edition of BCSI (Building quireInformation, byY TPI and SBCA) & safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro Pry aid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BC I sections B3. B7 or 810, Sle. Apply plates to each face. ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A- Z for standard plate positrons. im 1,orforr acceptance any structure failure to build the I or cover pa e n. The sui ability 10116111. 1 ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: CJ5 Ply: 1 SEQN: 561406 / T14 JACK Cust: R408 JRef: lW9S4080008 Qty: 4 FROM: RF DrwNo: 092 18,1220,37040 GA / DF 04/02/2018 C 22*10"11 +/- $a 12 6 a u, V M B 13 20,4„ q p - +/- $ n X4(A11 - Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 5, 1 4 Wind Criteria Snow Criteria (Pg.Pf in PSF) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W Speed: 139 mph Pf: NA Ce: NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration: NA EXP:B Mean Height: 21.60 ft Code / Misc Criteria TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwali: not in 4.50 ft 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. Defl/CSI Criteria Maximum Reactions (lbs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): NA B 288 / 51 / 179 /- 192 / 4.0 VERT(TL): NA D 89 /- / 58 / - / - / 1.5 HORZ(LL): 0.004 D C 116 / 54 / 45 (- (- / 1.5 HORZ(TL): 0.007 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.264 D Min Brg Width Req = - Max BC CSI: 0.223 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface. VIEW Ver: 17.02.01A.1114.21 7 SATa* ; 0 278F r s' 04/05/2018 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 quire extreme care in fabricating, handling, shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI an SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporarryvBcUnlessnotedotherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperlyaaidceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg msTalled per BCSgi sections B3, B7 or 610, le. ARpTY plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to a division of ITW BuiidingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSU/11 FI 1, or fior handlin, shipping, installation and bracing of,trussesA seal on this drawing or cover page, this drawin indicates acceptance of pro essiona engineering responsibility solely for the design Shown. The sui abtbtytoothiscawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec. ALPINE rry irn<oMNu+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: HJ2 4'3 L- Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1,25 Spacing: 24.0 " Ply: 1 SEQN: 561929 / T5 HIP_ Cust R408 JRef: lW9S4080008 Qty: 1 FROM: CH DrwNo: 092.18.1220.38009 GA / DF 0410212018 12 C A A A 1 \- V \ 1 / 11101, 10 Wind Criteria Wind Std: ASCE 7- 10 Speed:139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.84 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwail: 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 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 2.77 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 pit at 0.00 to 2 plf at 2.77 TC: -22 lb Cone. Load at 1.41 BC: 17 lb Conc. Load at 1.41 Wind Wind loads and reactions based on MWFRS. 2'9"3 2' 9„3 ----- Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI 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): -0.001 D HORZ(TL): 0.001 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.089 TPI Std: 2014 Max BC CSI: 0.044 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/ 0(0) Plate Type(s): WAVE VIEW Ver: 17. 02.01A.1 1 14.21 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. 04,05/2018 21' 4"6 8n r M ti 20' 4" 8n Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 131 /71 /- (- /- /4. 9 D 41 /10 /- /- /1. 5 C 16 /20 /- /- / t- 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, bVV TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide tempera rvry bracing per BGSt.. Unlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro el attached 6gqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Jointt Details, unless noted otherwise. hefer to drawings i60A-Z forstandardplatepositions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI!-f I 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of pro esswna engineering responsibility solely for the design shown. The suitaburry and use of thisyawingoranystructureistheresponsibilityofthebuildingDesignerperANSIITP, 1 Sec.2. 11.-0 1 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - 6 (MBR) Truss Label: HJ7 Loading Criteria (psf) TCLL: 20,00 TCDL: 7.00 BCLL: 0.00 BCDL: 10,00 Des Ld: -- 37.0-0 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP:B Mean Height: 22.09 0 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 20 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=l 25 / Plate Dur.Fac.=1,25) TC: From 0 pif at -1.89 to 55 pit at 0.00 TC: From 2 pit at 0.00 to 2 pit at 9.84 BC: From 0 plf at -1 A9 to 4 plf at 0.00 BC: From 2 pit at 0.00 to 2 pit at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1 Al BC: 100 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 5'3.'5 5'3"5 I ------- ----- 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(O. 162"x3.5") toe -nails at top chord. Provide (3) 16d common(O. 1 62"x3.5") toe -nails at bottom chord Ply: I SEQN: 561408 1 T19 HIP_ Gust: R408 JRef IW9S4080008 Qty 2 FROM: RF DrwNo 092.18,1220.36651 GA I DF 04/02/2018 4'4'* 15 4'2"13 9'6"2 Deft/CSI Criteria PP Deflection in loc L/dell L/# VERT(LL): 0.017 G 999 240 VERT(TL): 0.046 G 999 180 HORZ(LL): 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2,0 Max TC CSI: 0A50 Max BC CSI: 0.537 Max Web CSI: 0.333 VIEW Ver: 17,02.01A,1114,21 zv ito 278 0414)5/2018 23'10'6 ih 20'4" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W 8 318 /143 1- 14.9 E 331 164 /1.5 D 68 /22 /1,5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - 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 187 -685 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-G 646 - 160 G - F 634 -160 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 176 -695 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling11.gpm,nstallin and bracing. Refer to and follow the latest edition of BCSI (Building08fetyInformation, b 'YFlan SBCA)practices plior to performing these functions. Installers shall provide to porary BSI. Unless noted o herwise,tc .enyi p chord shall properix attached structural sheathin and bottom hord shall have a projid,ceiliny. Locations shown forrmnanent lateral restraint f webs shall have brawn insRalledperBC lsectionsB3,,B7 orglO. 1, IW _Appy plates to each face o truss and position as shown above and on the Joinp(Details, unless noted otherwise Refer to6AZforstandardplatepositions, of ITW any his drPwinldrawing failureto build the on this 4 I orair i&qjs qn Rnown. W. sTiMbility REM= 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: 19789 7498 - B (MBR) 17498 - B (MBR) -DAVID WEEKLY Truss Label: FG1 2 Complete Trusses Required 2'5"8 6'1"12 8 3*8"4 a 3x(3[1] _x4X4B[5] A T, fV 2'1"8 4'0"8 211,18 67' 918"8 - 3*6" 12 3XC3X64 -HO9D12 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL1 10.00 Speed: NA mph SCLL: 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 it I Loc, from endwall: NA 1: NA GCpc NA Wind Duration: NA Lumber Top chord 2x4 SIP #2 Dense Bot chord 2x6 SP SS :B2 2x12 SP #2: Webs 2x4 SP #3 :W2, W4, W 15 2x4 SP #2 Dense: W7. Wl 1 2x6 SP #2: Nadnote Nail Schedule:0.128"x3", min, nails Top Chord: I Row @ 11.00" o.c. Bot Chord: 1 Row @ 11,50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur,Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 pff at 0.00 to 50 pit at 6.02 TC: From 100 pff at 6.02 to 100 plf at 23,12 BC: From 5 pit at 0.00 to 5 pif at 6.02 BC: From 10 plf at 6.02 to 10 pif at 6,17 BC: From 210 pif at 6.17 to 210 pit at 11,17 BC: From 10 pit at 11.17 to 10 plf at 23.12 TC: 196 lb Conc. Load at 0.25, 2,25, 4.25,6,02 TC: 620 lb Conc. Load at 23.12 Plating Notes All plates are 2X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 3 R B2 a M 1113x8pol r 6X6(151 217' Ply: 2 1 EON 565693 / T38 FLAT Cost R408 JRef IW9S4080008 Qty 1 iFROM RF DrwNo 092 18 1221 52403 GA I DF 0410212018 1. 374 -1-7 - I - 2 2 - 0'8" 23'1'8 3' 8"4 2'5"8 6XE6 di4X6(24j[24j 4X4 (26] - 3X4 F H i' l r8 - I' l I'l 2 , 1'4" 2'4"12 3'8"12 T8"4 2"1"12 7_' 3"8 20* 11"12 23'1'8 8'1"12 ' 2 918"8' 21 - 2", 1 Snow Criteria (Pg,Pf,n PSF) Deft/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# lot R U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0,483 S 520 360 V 2045 /6.0 Lu: NA Cs: NA VERT(TL): 0,888 S 367 240 W 2570 /8,0 Snow Duration: NA HORZ(LL): 0,060 A - - V Min Brig Width Reg = 1.5 HORZ( TL): 0.084 A W Min Brg Width Req = 15 Code I Misc Criteria Creep Factor: 2.0 Bearings V & W are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0A86 Bearing W requires a seat plate. TPI Sid: 2014 Max BC CSI: 0,888 i Rep Factors Used: Yes Max Web CSI: 0.902 1 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/ RT:0(0)/0(0) Chords Tens.Comp, Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17,02.01A.1 114.21 A-B 0 -1987 E - F 0 -3993 B- C 0 -4446 F-G 0 -1%2 Plate Shift Table C-D 0 -5147 G-H 536 -14 JT Plate Chord JT Plate Chord D-E 0 -5147 No Size Shift Bite No Size Shift Bite 1] W3X6 2.75 L 1.25 (4) W3X6 2,75 R 1.25 5] W4X4 2.25 R 1,25 (61 W4X4 1.75 R 1.25 Maximum Bot Chord Forces Per Ply (lbs) 101 W3X8 S 6.75 [15] W6X6 S 4.50 Chords Tens.Comp. Chords Tens. Comp. 23] W4X6 S 1,50 (241 W4X6 S 1.50-- - -------- - -- - - -------- ------ - 25] W4X4 2.25 R 1.25 [261 W4X4 1.75 R 1.25 U-T 2255 0 P-N 4095 0 T- 0 4580 0 N-L 4136 0 Laterally brace BC above filler @ 24" O.C. (or as Q - P 4539 0 L-K 2169 0 designed) including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). Maximum Web Forces Per Ply (lbs) Is 5SATE 40 278 04i05, 2018 Webs Tens.Comp. Webs Tens. Comp A- V 0 -988 P-E 1047 0 A - U 2166 0 E - L 0 493 U - B 0 _ 918 L - F 1894 0 B- T 2276 0 F - K 0 712 T- C 0 -461 K-G 2329 0 C- P 587 0 G-J 0 879 R- Q 409 0 J _ H 16 583 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin h"ricling,11-i , installing and bracing. Refer to ind follow the latest edition of SCSI (Building tSfetyInformation, bj TPI n8'SBCA) salPAnoractices prior to performing these unctions. Installers shall provide to pora ,pBeSI, Unless noted a herwise,top chord shall have properl attached structural sheathin and bottvn hard shall havy pro ly IalledperCIsectionsB37or10td.ceilmy, Locations shown for permanent lateral restraint I webs shall have bracin installed 9 , Apply yto each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise. kefer to 60A-ZPfor ys0iante7rdplatepositions. vision of ITW Buildingany failure to build the iformance with ANSI PI 1, or for handlinj shippiny, installation and bracing of trussesA peal on thi" d3win or cover pa a Compcinents Group Inc, shall not be responsible for any deviation from this dr?win Butt ability g uabilityrawing, indicatesacceptance (?f pro essi na n Ineeri esponsilbill solely for the disan Shown. The 0 InguiridingDesigerperANSI/TPI C. Ahis cawingforanystructureistheresponsiblit?of the % n - I- -'. --- --. -- - -___ __ 6. R-. , ...... .. -,--- TPI - I-- - _--,f ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: FG2 1112X4 A 2VI2 5'1"8 7'6"8 9'8" 2612 2612 ^--2'5" 2'1"8 3X8 3X4 B C 1!2X4 D Ply 1 I SEQN: 561584 / T37 FLAT Cust: R408 JReE 1 W9S4080008 Qty 1 i FROM CH DrwNo. 092.18 1220.36402 GA / DF 04/02/2018 121" 147"12 17'2"8 II12X4 =5X6 3X8 1112X4 E F G H 3X6[11 =rxu =aA4 =JAI+ =oAOLlo) 4'10" 4' 10" 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 " I C&C Dist a: NA 0 1 Loc, from endwalt NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Bat chord 2x6 SP SS Webs 2x4 SP #3 :W3, W10 2x4 SP #2 Dense: Special Loads Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00) TC: From 50 pif at 0.13 to 50 plf at 17.21 BC: From 5 plf at 0,00 to 5 pit at 17.21 BC: 311 lb Conc. Load at 2.15,15.79 BC: 158 lb Conc. Load at 3,12, 4.96, 6.96. 8.96 10. 96,12.96 BC: 118 Ib Conc. Load at 14.25 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 11 W 3X6 2.25 L 1.50 [16) W 3X6 2.75 L 1.25 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes 177' 8 3X6 2' 6"12 Pf: 2' T 27_ 4'9"12 I 74 12 9'9"12 12'4"12 177'8 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria m MaximuReactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# Lee R / U t Rw !-Rh I RL / W II' NA Ce: NA VERT(LL): 0.320 D 644 360 jN 1295 t- (- t- 1- 17.2 Lu: NA Cs: NA VERT(TL): 0,561 D 468 2401 O 1336 1- 1 - / - 7.2 Snow Duration: NA HORZ(LL): 0.046 A - N Min Brg Width Reg = 1.5 HORZ(TL): 0.064 A 10 Min Brg Width Reg = 1.6 Code / Misc Criteria Creep Factor: 2.0 1 Bearings N & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.807 Bearings N & 0 require a seat plate. TPI Std: 2014 Max BC CSI: 0.708 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.716 Maximum Top Chord Forces Per Ply (Ibs) FTlRT:0( 0)t0(0) Chords Tens.Comp. Chords Tens. Comp Plate Type( s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -4651 E - F 0 -5216 C - D 0 - 5216 F - G 0 - 4550 D - E 0 - 5233 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. N- M 2638 0 K- J 4658 0 M- L 4748 0 J- 1 2589 0 L - K 5233 0 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp N- B 0- 2777 K- F 821 0 B-M 2184 0 F -J 0 500 M-C 0 -500 J -G 2129 0 t tgrpp_ C- L 819 0 G- 1 0- 2734 See detail STRBRIBR1014 for bracing and bridging recommendations. e Truss must be installed as shown with top chord up. s a gry CR l/ 0 2 % pp dfi"r p kM % E Ak- 04J05%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,shlppin installing and bracing.. Refer to and follow the latest edition of SCSI (Building Component S fetyInformation, bVV TPI and SBCA) safety Igractices prior to performing these functions. Installers shall provide temperarvry bracin 1 per 38SI., Unless noted 0 herwise,top chord shall have property attached structural sheathing and bottom hord shall have a proger'y attach id rigid ceding. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 67 or EE3310, as applicable. Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildlnlcomponents Group Inc. shall not be responsible for any deviation frpm this drawing env failure to build the truss in conformance with AN51/3 PI 1, or far an fin shipping, installation and bracing of trussesA ea I on this dr8wirig or cover page , listing this drawing indicates accepta t of ro%ssionaf engineering responsibility solely r the desi n shown. The suitability and use ofthisc7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S c.2. For more information see this fob's generol notes page and these web Sites ALPINE w alpinelw wm- TPI- w tpinst org- SBCA w sbanduSVY e:gnr ICC www CCSaf ALPINE NE fN' iW: M_` y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply: 1 SEQN: 561461 / T28 FLAT Cust: R408 JRef, 1W9S4080008 7498 - B (M(3R) I City 1 i FROM: CH DrwNo: 092-18-1220-37352 Truss Label: FG3 i GA / DF 04/02/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1,00 Spacing: 24.0 " 2'5"1 4'6"10 T1"6 97'15 11'8" 2'51 2'1"9 2'6"1 3 21"9 2'5"1 3X4 = 3X4 - 3X4 = 3X4 A B C D E F L 2) L ---- 34"8 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA if TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense But chord 2x6 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 2x4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite i 31 W 2X4 S 2.75 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. 10, 6'4" - ._._ - — - 1'11 "8 8" 2'3"5 2'3"5 2'3"5 2'5"1 4'8"6 6'11"10 97'15 11'8" Snow Criteria (pg,pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *-PLF Pg: NA Ct: NA CAT: NAI PP Deflection in Inc L/defl L/# I Loc R U ! Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.038 G 764 360 i L* 123 / 47 1- 136.5 Lu: NA Cs: NA VERT(TL): 0.119 G 404 240 I M 226 / - / - l SA Snow Duration: NA HORZ(LL): 0.008 F - H 1406 / - / - ! - / - / 8.0 HORZ(TL): 0.015 F L / 115 Code / Misc Criteria ? Creep Factor: 2.0 L Min Brg Width Req = - Bldg Code: FBC 2017 RES ( Max TC CSI: 0.363 M Min Brg Width Req = 1.5 TPI Std: 2014 Max BG CSI: 0.196 H Min Brg Width Req = 1.7 Rep Factors Used: Yes Max Web CSI: 0.337 Bearngs L, M, & H are a rigid surface. Bearings L, M, & H require a seat plate. FT(RT:0(0)!0(0) Plate T e s : yp O------------------- Members not listed have forces less than 375# WAVE VIEW Ver17.02.OtA.1114.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, C -D 909 -113 E -F 1512 0 D - E 1512 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. K - J 218 -1745 1 - H 105 - 937 J-1 113 -909 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Cornp. A- K 0- 383 D- H 0 - 954 K- C 649 -169 H- F 0 -1639 a i`ATE pp e p F g" ^°"%II A" SP A 0 278 r"",R,tldartR abt&t6a`' 04; 05; 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping installing and bracin Refer to and follow the latest edition of SCSI (BuildingnentSfetyInformation, by TPI and SBCA) fps safety practices prior to perfo min9 these functions. Installers shall provide temporarryY per BG SI,. Unless noted otherwise.top chord shall have properlyy attached structural sheathingg and butt4m Chord shall have a properly d rigid ceding9 Locations shown for Aermanent lateral restraint bf webs shall have bracing mslalled per ktCSl sections B3, B7 ar 810, icab'ie. ARpty plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to s 160A-Z for standard plate positrons. a division of ITW Buiidin4qComponents Group Inc. shall not be responsible for any deviation from this drawinany failure to build the conformance with ANSI PI 1, or or handlin shipping, installation and bracing of,trussesA seat on this dr ant g or cover page , this rawingg indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The sultabdity e o¢ this drawing for any structure is the responsibility of the Building Designer per ANSItTPI 1 S cZ A IPLNE w ihti'.CfitN!.Nr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 Ply: 1 SEQN: 561470 / T4 FLAT Cust R408 JRef: 1W9S4080008 7498 - B (MBR) Qty 1 FROM: RF DrwNo: 092,18 1220,37836 Truss Label: FG4 GA / OF 04/02/2018 2'0"10 4'1 "4 20"1.0.. ill2X4 ===3X4 III2X4 A B C 10, 4' 1 "4 ------ 4'1"4 4' 1 "4 Loading Criteria (psf) Wind Criteria j Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria I A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl U# I Loc R / U / Rw- / Rh / RL 1 W TCDL: 10.00 Speed: NA mph i Pf: NA Ce: NA VERT(LL): 0,021 B 999 36011 E 1239 l - l - 13.2 BCLL 0.00 Enclosure: NA j Lu: NA Cs: NA VERT(TL): 0.037 B 999 24011 F 1388 / - / - 16.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 D I E Min Brg Width Req = 1.5 Des Ld: 55.Q0 EXP: NA HORZ TL : 0.010 D F Min Br Width Re 1.5gq NCBCLL: 10.00 Mean Height: NA ft9 j Code / Misc Criteria Creep Factor: 2.0 Bearings E & F are a rigid surface. Soffit 2.00 TCDL: NA psf 9Bid Code: FBC 2017 RES Max TC CSI: 0.578 Load Duration: 1.00 BCDL: NA psfp MWFRS Parallel Dist NABotSpacing: TPI Std: 2014 Max BC CSI: 0.466 Members not listed have forces less than 3759 24.0 " C&C Dist a: NA fit Rep Factors Used: Yes Max Web CSI: 0.465 Maximum ns. Chord Forces Per Ply (Ibs) s) Chords Tens.Comp Loc. from endwali: NA FT/RT:0(0)/0(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site 31 W3X6 S 1,75 (71 W3X6 S 1.75 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. to A,. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-E 0 -405 B-D 0 -1921 E -B 0 -1922 C-D 0 -555 l a sl ATE ON A 04i05 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingg haandiingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building rent Safety Information, by TPI anc7'SBCA) ftlr safety practices prior to performing these functions. Installers shall provide temporary per l3GSl.. Unless noted oytherwlse,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly d rigqid cedmq. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BC I sections B3, 7 or 810, cable. Apply f lates to each face_ oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to Is 160A- Z for standard plate positions, a division of ITW B tildinq Components Group Inc. shall not be responsible for any deviation from this drawint anY failure to build the conformance withANSI11, or for handlinj shipping, installation and bracing of,trussesA seal on this dr wiriq or cover page this drawinindicatesacceptanceofpproessionaengineeringresponsibilisolelyforthhedesnhon. The sui ability le ofthisgnawingforanystructureisttieresponsibilityoftheBuildingDesignerperANSUTPI1Seca. information see this lob's general notes pane and these web sites- ALPINE. www-alpinegw.com: TPI- w tptnst orq SBCA_ xv w_sbondustr coin. ICC. www.iccsafi ALPINE W itlb C51FAtiY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F1 A f Lam$ 4X6 Ply 1 SEQN: 561429 t T32 SY42 Cost: R408 JRef: 1W9S4080008 City 9 FROM. RF DrwNo 092.18 1220 37384 GA / DF 04/02/2018 127'8 13'4'8 23 10 8 12'2"8 17. 10'6` 1'7"12 1-- 2'6"12 -----{--- 2'6"12 --4} 2'6"12 --j r 2.612 ------- 2'6"12 ----- 2W'12 --- 3X10 =3X6 =3X4 =W=3X4 3X6 --3X10 B C D E F G H I J K T S RQ P O 3X10 =3X6 =3X4 =:3X10 W=H0312 Loading Criteria (psf) I Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00DDesd:: Mean Height: NA ft 00 TCDL: NA psf Soffit: 2,00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.1 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP 92 Dense Sot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Deflection Max JT VERT DEFL: LL: 0.56" DL: 0.48". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strangback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 23' 10"8 L 10' 4X6 +/ 8" Snow Criteria (Pg,Pf n PSF) I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# 1; Loc R U Rw / Rh ! RL W Pf: NA Ce: NA VERT(LL): 0.565 F 496 360 U 1035 ! - 17.3 Lu: NA Cs: NA VERT(TL): 0.989 F 360 240 { N 1035 t - t - 173 Snow Duration: NA HORZ(LL): 0.076 B - j U Min Brg Width Reg = 1.5 HORZ(TL): 0.105 B N Min Brg Width Reg = 1.5 Code I Misc Criteria Creep Factor 2.0 Bearings U & N are a rigid surface. Bldg Cade: FBC 2017 RES Max TC CSI: 0.752 Bearings U & N require a seat plate. TPI Std: 2014 Max BC CSI: 0.974 Rep Factors Used: YesRepFactors Max Web CSI: 0.779 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 0} FTIChords Tens.Comp, Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.OtA.1114.21 B - C 0 -3397 G - H 0 -4897 C - D 0 - 3397 H - 1 0 - 4897 D- E 0- 4892 I- J 0- 3395 E- F 0- 4892 J- K 0- 3395 F - G 0 - 4907 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U- T 1916 0 Q- P 4907 0 T- S 4370 0 P- O 4370 0 S -R 4%9 0 O-N 1915 0 R - Q 4%9 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. r x, U-B 0-2120 1 -I 810 0 r° 7 B- T 1637 0 I. O 0 -1078 g aaaa+ fa as Ra4z T - D 0 -1076 O - K 1637 0 D - S 577 0 K - N 0 - 2127 S - F 366 - 452 0, fjbo4o a a a YAT es° R* e ftt t 0405 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 faf ricatinq h andlinqq shipping, installing, and bracing.. Refer to and follow the latest edition of SCSI (Building Component Saafety Information, byY TPI and`SBCA) fb safety practices pnor to performing these functions. Installers shall provide to porarY bracingperBin, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a proper y attach8tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SC I sections 83, B7 or 810, as applicable. Apply plates to each face ofruss and position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the truss inconf4nuancewithANSIl1PI1, or for handlin shipping, installation and bracing of trussesA eal on this dr wiri9 or Cover page , . listing thisprawingindicatesacceptanceofproessionarengineerinigresponsibilitysolely ?or the des' n shown. The 42brhty and useothisddrawingforanystructureistheresponsibilityoftheuildingDesigrierperANSI(TPI 1 ac.2. e,,..... -. .,r,,,,,,,,,,,,,, I n r -... .,,,- -- "„n ,nn-,— -e, om,F ,...... .i..,-— Tor — irc ALPINEl 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19789 Ply 1 SEQN: 561430 ! T21 SY42 Cust R408 JRef 1W9S4080008 7498 - B (MBR) Qty 2 FROM: RF DrwNo 092 18,1220.36728 Truss Label: F2 j j GA / DF 04/02/2018 10'6" 11'91 19'9"4 10'6" 1'3"4 8' 2'6"l2 -- 2'6"12 2'6"12 ..... --- 2'6"122'6"12 III 1 X3 --W =3X4 1 X3 =3X10 i111 X3 = 3X4 01 X3 = 3X4 1111 X3 = 3X10 i112X4 A B C D E F GH I J 10, 1 X3=3X8(61 3X4 1111X3—3X8[151 =3X8 axF - W=H0312 Loading Criteria tps0 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 MW FRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA If Loc. from endwali: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 02 SP #1 Dense :T2 4x2 SP #2 Dense: But chord 4x2 SP #1 Dense Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 61 W 3X8 4.00 L 1.25 (151 W 3X8 4.00 R 1.25 Hangers I Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.37" DL: 0.34". 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. 19' 9"4 Snow Criteria (Pg-Pf in PSF)'I Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl U# Loc R U Rw l Rh / RL / W Pf: NA Cc: NA VERT(LL): 0.371 E 622 360 I Q 1074 / - / - ! - / - / 7.3 Lu: NA Cs NA VERT(TL): 0.650E 452 240 K 1088 1- Snow Duration: NA HORZ(LL): 0.055 B - - i Q Min Brg Width Reg = 1-5 HORZ( TL): 0.075 B K Min Brg Width Reg = Code I Misc Criteria Creep Factor: 2.0 Bearing Q is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.797 Bearing Q requires a seat plate. TPI Std: 2014 Max BC CSI: 0.927 Rep Factors Used: Yes Max Web CSI: 0.728 Members not listed have farces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:0(0)/0(0) 1 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS 1A.1114. VIEWVec17.02.021 B - C 0 -3324 F - G 0 -3300 C - D 0 - 3324 G - H 0 - 3300 D- E 0- 4147 H- 1 0- 3300 E - F 0 -4151 r a t fATE OF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Camp. Q-P 1943 0 N-M 4151 0 P- O 4064 0 M- L 4147 0 O- N 4064 0 L- K 1934 0 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp, Webs Tens. Comp. Q-B 0 -2158 F -L 0 -1097 B -P 1528 0 L-I 1511 0 P-D 0 -817 1 - K 0 -2151 D - N 510 - 276 t#i) 21Rt41 04 05 -1018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in falyicating, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component S fetyInformation, byY TPl an SBCA) [ safety practices prior to performing these functions. Installers shall prpvide temporary bracin per BSI. Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 67 or 910, as applicabl Apply plates to each face, of truss and position as shown above and on the Joint_Details, unless noted otherwise. kefer to drawings 16 A- Z for standard plate positions. Alpine, a division of ITW Buildin omponents Grpup Inc. shall not be responsible for any deviation from this drawing anv failure to build the truss in confgrmance with ANSI/T P1 1, or for handlin j shipping, installation and bracing of trussesA seal on this drawing or over page listing this drawingindicatesacceptanceofpro-fessronaT Tngi leering responsibility solely for the des n shoudn. he suitabriity and use offthisdrawingoranystructureistheresponsibitryoftheBuildingDesignerparANSI/TPI 1 Ac.z. Pn mn — I— - h, -„ 1 nn na -th1l . wan cirnc Al PiNP w aininaitw —1, TPI — mint rim SaCA w chnndiisiry — ICC. ww.v. iccsafi PNE ,4 rtw IIw2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 79789 Ply 1 { SEON 561431 / T7 SY42 Gust R408 JRef 1 W9S4080008 7498 - B (MBR) Oty 8 I FROM RF DrwNo. 092-18.1220.37290 Truss Label F3 I GA / DF 04/02/2018 10'6" _ 11'6; 2TV8 10'6" 1' 11'7"8 a--- 2'6"12 — { 2.6,.12 ------ 2'6" 12 ----- 2'6" 12 - - 17" - 2'6" 12 - - a= W =3X4 3X101[31 3X6 =3X6 4X10 -3X4 A B C D E F G H I J K L W=H03W 21'2" 23' 1 "8 Loading Criteria (use j 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 i BCDL NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA I Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bat chord 42 SP #1 Dense Webs 4x2 SP #3 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 t 31 W3X10 5.50 L 1,25 [ 51 W3X8 4.00 L 1.25 151 W3X10 5.00 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. t'it"8 -- Snow Criteria (P9.Pf o PSF) j Defl/CSI Criteria ! Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL l W Pf: NA Ce: NA VERT(LL): 0.362 E 682 360 U 1100 / - / - l - 6A Lu: NA Cs: NA VERT(TL): 0,819 E 423 240 `; O 2062 / - 0 Snow Duration: NA HORZ(LL): 0,053 B - I U Min Brig Width Req = 1-5 HORZ(TL): 0,085 B O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings U & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0,946 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.831 Rep Factors Used: Yes Max Web CSI: 0.864 Members not listed have forces less than 375# Maximum flop Chord Forces Per Ply (ibs) FT1RT:0 0 /0 0OO Chords Tens.Comp. Chords Tens. Comp. PlateType(s): WAVE. HS i VIEW Ver: 17.02.01A.1114.21 B - C 0 -3426 G - H 0 -3039 C - D 0 -3426 H - 1 0 - 3039 D- E 0- 4385 I- J 0- 3039 E- F 0- 4389 J- K 1247 0 F- G 0 -4379 K- L 1247 0 AQZ° iQs $ s,>a ti. t f pBo 5{'k Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. U- T 1993 0 R- Q 4389 0 T- S 4221 0 Q- P 4021 0 S- R 4221 0 P- O 1422 - 582 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp, Webs Tens. Comp. U -B 0 -2215 G-P 0 -1156 B- T 1585 0 P- J 1863 0 T- D 0- 879 J- 0 0- 2420 D - R 531 - 369 O - L 0 - 1428 Q - G 820 -8 f14i't1 )' t1 i i{ WARNING,. READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg hs ndling shiPpin installing and bracing. Refer to and follow the latest edition of SCSI (Building spent S fety Information, by TPI anc7'St CA) fi5r salary (ractices prior to performing these functgions. Installers shall provide tempura d ofgg d ceiling. Locatioe soshownifortopermanent llalteral restraint webs shall have braclnagt nstailed per BGSitsectionsB3, B7 orr 10, icable. Apply fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 3s160A-Z for sandard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawina,ann failure to build the conformancewithANSITTPI1, or for handim j shipping, installation and bracing of,trussesA eal on this dr wing or cover page , thisdrawinggindicatesacc®ptance of pro esstonaf engineering re por srbilrt solely ?or thhe deg n shown. The sutt3brhty, w of this drawing for any structure is the responsibility of the Building Designer per ANSI 1 c.1. infnrznahnn aria thic i"h c nn--i nn fnc Warm and 1hnco —1, "1., AI PILAF unenu 'mina rnm TPI .viws fnincf nrn qR(.A wunu Cr ;A ALPINE 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F3A Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0,00 BCDL: 5,00 Des Ld 55A0 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " Ply: 1 SEQN: 561432 / T31 SY42 Cust. R408 JRef: 1 W9S4080008 Qty: 1 1 FROM: CH DrwNo 092 18 122037711 GA / DF 04/02/2018 r5 e a 23 ra 3f i- - ----------- --- -- --- - - ra'e"rt------- ---- --_ --------i-.- z,o•.a ._.}.- ra•e ---i rm r 2 f+— --f- 1'4" -i T`rP) A AK02X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA It TCDL: NA psf BCDL NA psf MW FRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except as noted. Additional Notes 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 tap chord up. 3x4 -=3x4 JryJ L P D RRR v =3X4 10 Snow Criteria (P9,Pf in PSF) j Del i Criteria i Maximum Reactions (lbs), or *=PLF Fig: NA Ct: NA CAT. NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0,006 T 999 360 AK*119 1- / - / - / - / 254 Lu: NA Cs: NA VERT(TL): 0,010 T 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL). 0,002 R - Bearing AK is a rigid surface- HORZ(TL): 0.003 R Bearing AK requires a seat plate. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.347 Members not listed have forces less than 375# TPI Sid: 2014 Max BC CSI: 0.079 Rep Factors Used: Yes Max Web CSI: 0,057 FT/RT:O(0)/O(0) Plate Type(s): WAVE VIEW Vec 17.02. 11A. 1114.21 is aT a 0A, ; op,\ o r2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handljnq.shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building nent S fety Information, byY TPI an SBCA fb saffety pgracUces pnor to performing these functions. Installers shall provide terhporaVper3GSI._ Unless noted otherwise,top chord shall nave properlyY attached structural sheathing and bottom horn shall hav a progQeny d rigqid ceding. Locations shown for permanent lateral restraint Of webs shall have bracing installed per SCSI sections B3, 7 or B 10. cable. Apply pplatees to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. a division of ITW Building ompanents Group Inc. shall not be responsible for any deviation from this drawing anV failure to build the conf rmance with ANSI I 1 1, or for handling, shipping, installation and bracing of trussesA real on this drawir5g or cover page , . thisrawing, indicates acceptance of professtonar engineen ng responsibility solelyor the d®sin Ihown. The suitability F%3.Wh,= 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F4 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0,00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Ply 1 SEQN: 561433 / T35 SY42 Cust: R408 JRef: 1 W9S4080008 Oty 1 i FROM: RF DrwNo: 092-18-1220-36650 GA 1 DF 0410212018 5'4"8 6'8"4 11'8" 5'4"8 1'3"12 ` 4'11"12 2'6" - t-_.. 2'6"12 2'6"12 _...---}. - 2'0"8 -- 3110] 1112X4 = 3X4 1111 X3 = 3X6 ill 1 X3 X3 A B C D E F 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 #1 Dense Bot chord 4x2 SP 92 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 10] W3X4 1.25 R 1.25 Hangers I Ties J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 9'8"8 11'8" 3X8 __ 3 ill 1 X3 n 10, 8" Snow Criteria (Pg.Pf m PSF) I 0ef11CSl Criteria I Maximum Reactions (ibs) Pg: NA Ct NA CAT: NAj PP Deflection in loc L/defl L1# 1 Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA I VERT(LL): 0.096 C 999 360 ( L 423 / 29 1- 1- Lu: NA Cs: NA VERT(TL): 0,252 C 630 2401 1 1529 1 - 1- i - 8.0 Snow Duration: NA HORZ(LL): 0.028 F L Min Brg Width Req = - HORZ(TL): 0,052 F I Min Brg Width Reg = 1.5 Code I Mise Criteria Bldg Code: FBC 2017 RES Creep Factor: 2.0 Max TC CSI: 0,833 1 Bearing I is a rigid surface. Bearing I requires a seat plate. TPI Std: 2014 Max BC CSI: 0.715 Rep Factors Used: Yes Max Web CSI: 0.370 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pry (ibs) FT1RT:0(0)IO(0) Chords Tens.Comp. Chords Tens. Camp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1114.21 I B - C 567 -387 D - E 1314 0 C - D 575 -386 E - F 1314 0 m a $ NAL Maximum I Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L - K 566 - 161 J - 1 379 - 582 K - J 386 -575 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. L- B 177 -632 D- 1 0- 1482 B- K 99 - 493 1- F 0 -1505 04/05/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in Pabricatin , handlingg shi pin installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, byy TPI anc7 SBCnA)fb(salkt practices prior to performing these functions- Installers shall provide tempera rNy bracin Per 38SI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom herd shall hay a proeetly attach2d n9id cer6nq Locations shown for ermanent lateral restraint of webs shall have bracingg nstalled per BCi sections B3,7 or 1310. as applicable. Apply plates to each face. ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildiniComponents Group Inc. shall not be responsible for any deviation from this drawing au failure to build thetrussmconyrmancewithANSIPt1, or for handling, shippm?, installation and bracing of trussesA teal on this dr wing or cover page , listing this gorawing indicates acceptance of pro essiona ngmeeringg respons bill t solelyor the design shown. The still abilityanduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2, I,._ w ......:............:........... ...:..:..-.. ,,,,,,..,._, .,,.......,.,..,, ...,., ...,...,, .. _" r:..,.,. - ou.ici,,:....:.., ,....., — —..., car-n —, AL IP NEw:= w ;gym 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number; 19789 7498 - B (MBR) Truss Label; F4A Loading Criteria (psf) TCLL: 40.00 TCDL: 1000 BCLL: 0,00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " Ply: 1 i EON: 561434 / T33 SY42 Gust: R408 JRef: 1W9S4080008 City: 1 FROM: CH DrwNo: 092,18.1220.37524 GA / DF 04/02/2018 2'10"8 3'3"12 6''0"12 618"4 11,8" 2'10 8 5 2'9" 78' 4'11"12 2'6" - -- - i' 2,6„12 — -- - ... - 2'6"12--------r_---- 2'0"8 - - - TYP) 1112X4 111X3 1111X3 =1X3 A B C D E F G 3X6 1111X3 M 1X3III2X47-3X6[121 I1111X3 3' 4"8------------ --- - j -------- --- 5'4" - --- -- - 1'11 "8 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 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 3X4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 12) W3X6 2.50 R 1,25 Hangers / Ties J) Hanger Support Required, by others 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. 1 V8" Snow Criteria tPq,Pf in PSF) j Defl/CSI Criteria Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/den L/# 0 Maximum Reactions (Ibs), or *=PLF Loc R / U t Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.035 1 747 360 O 215 1 - 1- t - / - l - Lu: NA Cs: NA VERT(TL): 0.097 1 444 240 N 172 / 54 / - / - / - 18,0 Snow Duration: NA HORZ(LL): 0.009 G - - M* 46 / 20 / - / - ( - / 64.0 HORZ( TL): 0.015 G J 1400 /- /_ /_ /_ 18.0 Code f Misc Criteria Creep Factor: 2.0 K / 346 Bldg Code: FBC 2017 RES Max TC CSI: 0.637 O Min Erg Width Req = - TPI Sid: 2014 Max BC CSI: 0.191 N Min Erg Width Req = 1.5 Rep Factors Used: Yes i 1Max Web CSI: 0.305 M Min Brg Width Req = - J Min Brg Width Req = 1.5 FTIRT: 0(0)f0(0) i Bearings N, M, & J are a rigid surface. Plate Type(s): Bearings N. M, & J require a seat plate. WAVE I VIEW Ver. 17.02.01A.1114.21 1 ATE a d o 278"x F r f t ` Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp.___ D- E 478 -4 F-G 1253 0 E - F 1253 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Camp. M- L 7- 466 K- J 4 -496 L- K 4 -478 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M- D 502 0 J -G 0 -1434 E - J 0 -891 04/ 0Sr2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req iire extreme care in fabricating, handlin shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building nent5afetyInformation, bVV TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary per BGSI.. Unless noted otherwise,top chord shall have properIxV attached structural sheathing and bottom hord shall have a properly driggidceding. Locations shown forpermanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3, B7 or 910, icable. ApplyplatestoeachfaceotptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to Is 16OA- Z For standard plate positions. a division of ITW Buildinq Compon nts Group Inc. shall not be responsible for any deviation from this drawinet,an failure to build the confoqrmance with ANSI TPI 1, or or handling, shipping, installation and bracing of tttrvvussesA sealonthis d3wing or cover page this trawing indicatesacceptanceofproessronaenineeringuildi Desiliriero er AfNSIfT1 cl s n ho n. The suitability re o this drawingforanystructureistheresponsibilityoftthtseBBggpSSac. o ...............___ ...._..... ...,.,..,... ..,......,.,... 11 o,—. ....... ..,....,...-,... row ,.,,.,,.,,...,...__ care ..,,.,,.,.n,,.,n,-,n,.",,., rcc11~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F4B 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 " Ply I SEQN: 561589 1 T20 SY42 Cust: R408 JRef: lW9S4080008 Qty: 1 FROM. CH DrwNo 092.18,1220,37072 i GA I DF 04/02/2018 2*10"8 3712 6'0"12 6'8"4 11,81, 2'10"8 5114 2'9" 78' 4'11 "12 2'6" 2'6" 12 -H 2'6"12 t- - 2'0"8 TYP) ill 1 X3 3X4 1112X4 = 3X4 =3X4 = 3X4 Ill 1 X3 =1X3 A 8 C D E F G T4" 8 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCOL: NA pst BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA 3X4 j ill l'X3 ill 1 X3 3X6[121 Lumber Value Set: 138 (Effective 611/2013) Top chord 4x2 SP #2 Dense Bet chord 42 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/3012013 by ALSC Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 121 W3X6 2,50 R 1,25 Hangers / Ties J) Hanger Support Required, by others Additional Notes See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 6* 4" 11, 81, 1, 11-8 -- -j Snow Criteria (Pg.Pf in PSF) Deff/CSI Criteria Pg: NA Ct: NA CAT: NAi PP Deflection in Inc L/defl L/# to, A Maximum Reactions (Ibs) Loc R / U /Rw /Rh IRL /W PE NA Ce: NA VERT(LL): 0.041 1 630 360 0 166 /98 1 - Lu: NA Cs: NA VERT(TL): 0,118 1 363 240 N 419 /- / - 8.0 Snow Duration: NA HORZ(LL): 0.012 G - - J 1391 1- / - f 8.0 HORZ( TL): 0.022 G 0 Min Brg Width Reg = - Code I Misc Criteria Creep Factor: 2,0 N Min Brg Width Reg = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0,611 J Min Brg Width Reg = 1.5 TPI Std: 2014 Max BC CSI: 0,309 Bearings N & J are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,311 Bearings N & J require a seat plate, FT/ RT:0(0)/0(0) Members not listed have forces less than 3759 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ve r_I 7.0 2,-0---1--A---- 1- -1-14---.-2-1 Chords Tens.Comp. Chords Tens. ComP. D- E 704 -143 F-G 1276 0 E - F 1276 0 M 5i; JE 0411 ON All- 027, 0405 2018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. OTP M- L 141 -697 K - J 140 -712 L - K 143 -704 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. M- D 601 -111 J-G 0 -1461 E - J 0 -953 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 and bracingn Refer to and follow the latest edition of BCSI (Building I [o performing SfetyInformation, b, TPI an SBCA) 2i'la safetyractices prior I rk, ing these functions. Installers shall provide tempera SI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom Nord shall have a pro gef iidco'lin Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BC I sections B3 B7 or 10, e. Am% plates to each face o truss and riosition as shown above and on the Join Details, unless noted otherwise. Refer to Alpine, a division of 1TW BuildinaComponpnts Group Inc. shall not be responsible for any deviation from this drawinun ufailure to build the trussinconformancewithANSIPI1, or or handlinj shippin?, installation and bracing of trussesA 5eal on this dr wi g or Cover P, I , ge istingthis Irawing, indicates acceptance of pro) ession e nfete r theu Irle s lbility solely for th The is u it bility I , g t?o h dpond; Vetin shown. anduseothisrawingforanystructurestheresponsibBuildingesignerperANSI/T I c.2. ALPIN Iff 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F5 Ply i SEQN: 561595 / T1 SY42 Cust R408 JRef: 1W9S4080008 City: 1 FROM CH DrwNo: 092.18,1220-36947 GA t DF 04/02/2018 1'10"6 2'6"2 77"4 1 110-6 7125'l"2 1'6"10 -- 3", r 1 1' 6"10 —' i-- 1 '5,14 TYP) 3X4 1111X3 lIOX3 3X4 3X4 =3X4 A B C D E F a i f 3X4 =3X4 1 = 3X4 2X4 L +/ $„ 3X4 1112X4 k _ - 4' 5. 4 7'7"4 3'2" -- Loading Criteria (psf) j Wind Criteria Snow Criteria (Pg,Pf In PSF) 1 Defl/CSI Criteria 1 Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LJ# 1 hoc R / U / Rw_/ Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.074 G 544 360 L 136 t 155 / - 73 BCLL: 0.00 1 Enclosure: NA i Lu: NA Cs NA j VERT(TL): 0.139 G 376 240 1 1 1735 l - / 6.0 BCDL: 5.00 Category: NA EXP: NA 1 Snow Duration: NA HORZ(LL): 0,020 F L Min Brg Width Reg = 1.5 Des Ld: 55. 00 Mean Height: NA ft Code / Misc HORZ( TL): OA29 F 1 Min Brig Width Reg = 1.5 Bearings L & I area rigid surface. 9 NCBCLL 10.00TCDL: NA psf Criteria Creep Factor: 2.0 9 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,714 1 Bearing L requires a seat plate. 9 g pe. Load Duration: 1. 00 Spacing: 24.0 " MWFRS Parallel Dist: NA C&C Dist it TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.388 i Max Web CSI: 0,416 Members not listed have forces less than 375# a: NA from FT/RT: O(0)l0(Oj Maximum Top Chord Forces Per Ply (Ibs) Loc. endwall: NA Chords Tens.Comp. I: NA GCpr NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 D -E 1254 0 Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP # 3 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. Special toads Lumber Our.Fac.= 1.00 / Plate Dur.Fac.=1.00) TC: From 100 pIf at 0.00 to 100 pit at 7.60 BC: From 10 pIf at 0,00 to 10 pIf at 7,60 TC: 83 lb Cone. Load at 7.60 j //,' UTE F tpyr yp.. gy @ 0 27& s 04i05r2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J-1 0 - 1155 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Fens. Comp. A-K 7 - 385 D - 1 0 _%5 C- J 0- 464 1- E 0- 1263 J - 0 1093 0 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatyricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Saafety Information, by TPl and SBCA) f s safety practices prior to performing these functions. Installers shall provide terhporanntt bracing per BGSI. Unless noted ottherwi%top chord shall have properly attached structural sheathing and bottom hord shall have a property attached rigid ceilingg Locations shown for rmanent lateral restraint of webs shall have bracingg installed per BC I sections B3, S7 or E310, as applicablee Applyfatestoeachface, oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z far s andard plate positions. Alpine, a division of ITW BuitdingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIn PI 1, or for handlin shipping, installation and bracin of truss sA at on this d3wing or cover page I isting this op this indicatesacceptance of o) essionaf engineering responsibility solely r the design hovin. The suifabiliry and use othisyawingforanystructureisaresponsibilityoftheBuildingDesigrierperANSIfrPItc.3. w rror ccrwu+ v 2400 Lake Orange Dr Suite 150 Orlando FL,32837 Job Number: 19789 7498 - 6 (MBR) Truss Label: F6 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55,00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1,00 Spacing: 24.0 " Ply I SEQN: 561561 1 T27 SY42 Gust: R408 JRef IW9S4080008 Qty 5 FROM: CH OrwNo 092 18 1220 36432 GA I DF 04102/2018 2'4"4 3'2"8 T8" 2WA 10"4 4'5"8 3" 1'11"12 2'0"8 7 -- 2*0"8 TYP) 3X4 11 2X4 3X4 =3X4 II1X3 lX3 A B C D E TFT I K I G 3X6 1111 X3 1111 X3 X3 H 1111X3 3X6 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCOL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpc NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP 92 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up, 5'8"8 7'8" Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Cei 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)/O(0) Plate Type(s): WAVE Deft/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in Inc L/defl L/# Loc R U /Rw /Rh IRL /W VERT(LL): 0,037 G 704 360' K 158 140 VERT(TL): 0.113 G 381 240 H 1159 /8,0 HORZ(LL): 0.014 E - - i K Min Brg Width Req = - HORZ(TL): 0.029 E H Min Brg Width Req = 1.5 Creep Factor: 2.0 Bearing H is a rigid surface, Max TC CSI: 0563 Bearing H requires a seat plate, Max BC CSI: 0,339 Max Web CSI: 0.226 i 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.11 14,21 B - C 388 -91 D-E 929 0 C - D 929 0 M_ tATE tORO. ti) 278 0405 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Cornp. Chords Tens. "Orn p. K - J 89 -381 1 - H 88 -397 i - 1 91 -388 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. K - B 445 -106 H - E 0 -1064 C - H 0 - 854 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ire extreme care in fabricatiriR, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingEt'S, fety Information, bj TPI an SECA) f r safety practices prior to performing these functions. Installers shall provide temperBeSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom hord shall have a pro Xxy9iiidceilin,?,, Locations shown for permanent lateral restraint of webs shall have bractrip installed per BC I sections B3 B7 or 1051& Ap I 6 p y v,,Iates to each face o truss and position as shown above and on the Join Details, unless rioted otherwise. kefer toZforstandardplatepositions, of I F11 1, or tor In acceptance any structure from this drawinq.any failure to build the seal on this drbwirig or cover pageNrjh$Lft iqn shown. The sul ability ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F6A 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 Ply 1 SEQN: 561562 / T29 SY42 Cust R408 JRef: 1W964080008 Oty 2 FROM: CH DrwNo 092.18.1220,36387 I GA t OF 04/0212018 2'4"4 3'2"8 --- 8" 2W*4 10"4 45"8 3 {- 1'11"12 - - - -- 2'0"8 - - _-. 2,0"8-------- -i TYP) 3X4 ii12X4 3X4 = 3X4 ':.II 1 X3 ''= 1 X3 A B C D E 1 E 3X6 1111 X3 1 1 X3 11 X3 H 1111X3 3X6[8] 5'8"8 - 111"8 -- 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 CSC Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 8] W3X6 2.50 R 1.25 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -196# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Special loads Lumber Dur.Fac.=1.00 1 Plate Dur.Faa=1.00) TC: From 100 pit at 0.00 to 100 plf at 5.67 TC: From 225 pif at 5.67 to 225 pif at 7.54 SC: From 10 plf at 0.00 to 10 pif at 7.54 TC: 324 lb Conc. Load at 7.54 T8" 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 Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039 G 663 360 VERT(TL): 0,148 G 304 240 HORZ(LL): 0,015 E - - HORZ(TL): 0.035 E Creep Factor: 2.0 Max TC CSI: 0.868 Max BC CSI: 0.484 Max Web CSI: 0.280 VIEW Ver: 17.02.01A.1114.21 er T r we6f• ` 'ad ` 04 05,'2018 H 10. 8" A Maximum Reactions (Ibs) Loc R l U / Rw / Rh / RL / W K 118 1196 /- /- /- H 1449 /- /- t- 18.0 K Min Brg Width Req = - H Min Brg Width Req = 1.5 Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have farces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 509 -91 D-E 1140 0 C - D 1140 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Camp. K - J 89 - 499 I - H 88 - 520 J - 1 91 -509 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. K-B 584 -106 H-E 0 -1305 C - H 0 - 956 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa br eating, handling shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by fPl an SECA) fb safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BGSI. Unless noted oytherw;se,top chord shall have proper)y attached structural sheathing and bottom hord shall hav a property attachd rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC i sections B3, 7 or LS10, as applicable. Apply Rlates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingqCompon nts Group Inc..shall not be responsible for any deviation from this drawing an failure to build the truss rn conformance with ANSIITPI 1, oror handling shipping, installation and bracing of,truss sA seal on this drawirVg or over pa e , listin this drawing indicates acceptance of proiessionaf en me®rin res nsrbihttyv so el for the design shown.he SUitabthanduseofthisdrawingforanystructureistheresponsibilityofthe uilding Deslgrier peryANSIfiPI 1 Sec.2, M 1-e O , 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - 6 (MBR) Truss Label: F7 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 " Ply I i SrQN 561563 / T36 SY42 Cust: R408 JRef IW9S4080008 Qty: 2 !FROM CH DrwNo 092 18 1220 36806 GA I OF 04102/2018 2'4"4 3'3"8 57'12 2'4"4 11"4 2'4"4 3" 1— 1 -11 "'12 TYP) 1111X3 1X3 3X4 3X4 I 2X4 A B C D 10' G F E 8't i Ili 1 X3 111X3 == 3X4 1 X3 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 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bet 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=5'4'*12 uses the following support conditions: 5'4" 12 Bearing E (54"12, 10') HHUS46 Supporting Member: (1)2x6 SP SS 14) 0.148"x3" nails into supporting member, 6) 0.148"x3" nails into supported member. 57"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: F6C 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTIRT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 F 999 360 VERT(TL) * 0,018 G 999 240 HORZ(LL): 0,003 B - - HORZ(TL), 0.005 6 Creep Factor: 2,0 Max TC Ct: 0.243 Max BCCS: 0.166 Max Web CSI: 0,092 VIEW Ver: 17.02.01A.1 114.21 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 Is 5ATE 0 278 NM_V 0405 2018 A Maximum Reactions (Ibs) Loc R / U /Rw !Rh /RL 1W H 296 17.3 E 311 H Min BrgWidth Req= 1.5 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 luire extreme care in fabricatin handlin est edition of BCSI (Building shipping, installingandbracing. Refer to and follow the la E g8fely Information, b TPI ang,SBCA) f r safety practices prior to performing these functions. Installers shallprovide tempera SI. Unlessnotedoherwise.top chord shall have properly attached structural sheathing I and Wittig ghord shall have a pro arty jidceilin,?,, LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperCIsectionsB367or10, Apply platestoeachfaceoirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A-Zfor standard plate positions. of 11 l. orrorr accertance r any structure fromthisdrawinun g failure tobuild the peal on thisdrwiVorcoverpan- The suitability .;or jh&oqs .tgnsIfio ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 7498 - B (MBR) Truss Label: F7A 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 " Ply: 1 I SEQN: 561564 1 T30 SY42 Cost: R408 JRef: 1W9S4080008 Qly: 3 ;FROM CH DrwNo 092.18,1220,36388 GA J DF 04/0212018 2'4"4 3'3"8 57"12 2'4"4 11"4 2'4"4 3--- 1'11" 12 TYP) III 1 X3 1X3 3X4 =3X4 iQX4 A B C D OH G F E 1V (} 111 X3 IN l X3 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 MW FRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP # 3 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. 5'7" 12 Snow Criteria (Pg, Pf in PSF) Pg: NA Ct NA CAT: NF PE 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)l0(0) Plate Type(s): WAVE R DeflICSI Criteria PP Deflection in Inc L(defl L(# VERT(LL): 0. 008 F 999 360 VERT(TL): 0, 018 G 999 240 HORZ(LL): 0. 003 B - - HORZ(TL): 0. 005 B Creep Factor: 2. 0 Max TC CSI: 0.243 Max BC CSI: 0.166 Max Web CSI: 0.092 VIEW Ver: 17. 02.01A.1114.21 a a TAB' 4Adpp d• Aae e'& 6 @a Ile, 00 278 pro — ONA..aat 04 05 2018 Maximum Reactions (Ibs) Loc R l U 1 Rw l Rh 1 RL 1 W H 298 1- !- 1- l• 13.5 E 311 1- f- t- 14.0 H Min Brg Width Req = 1.5 E Min Brig Width Reg = 1.5 Bearings H & E are 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, hand!inqq shippin installing,and bracing, Refer to and follow the latest edition of SCSI (Building t Safety Information, byY TPI and SBCA) & safety rackices pnor to performing these functions. Installers shall provide temporary BGSI._ Unless noted a herwise,top chord shall have properIxV attached structural sheathing and bottom hord shall have a progpeFly d ceilingg Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or 810. e. App1y pfates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. of any from this drawingg any failure to build the sal on thin dra-wing or overpa e , r ft_09sjqnshown. The suitability viirx ::cMrwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply 1 SEON 56156.5 / T3 SY42 Cust: R408 JRef 1W9S4080008 7498 - 8 (MBR) Oty 2 fFROM CH i DrwNo 092 18 1220 36697 Truss Label: F7B GA I DF 04102/2018 Loading Criteria (psf) TCLL: 40,00 TCDL: 10.00 BCLL: 0,00 BCCL: 500 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 0 TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc, from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP 93 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 dbI diagonals or as otherwise shown. Truss must be installed as shown with top chord up. VY8 57' 12 4'2"4 1'4"12 14" TYP) 3X4 11;2X4 A E ij 10 IF +/_8" I!! 2X4 III 2X4 = 3X4 RME, Snow Criteria (Pg.Pf,n PSF) Pg: NA Ct: NA CAT: W Pfi 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 0e, Defl/CSI Criteria PP Deflection in loc Lldefl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0,000 B 999 240 HORZ(LL): -0.000 B - HORZ(TL): 0,000 B Creep Factor: 2.0 Max TC CSI: 0.080 Max BC CSI: 0.016 Max Web CSI: 0.033 VIEW Ver: 17.02.01A.1 114.21 N1, 1:11 ls 111() 2 1 078 , NAI, 0405 2018 A Maximum Reactions (Ibs), or *-PLIF Loc R U Rw Rh RL / W J* 108 /67.8 J Min Brg Width Reg Bearing J 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 s reqfe extreme care in fabricating, hancil' h )stalling and braciagn Refer to and follow the latest edition of BCSI (BuildingnentefetyInformation, la, TPI an SBCA n&' prior to performing these functions. Installers shall provide temporary ITer 6 St. Unless noted o herwise,top chord shall have properly attached structural sheathingand WIT propertyCghordshallhaveaployicanbj,d ,,I,n,Locations shown for anent lateral restraint of webs shall have bracinginstalled per C I sections B3 B7 or ge Applyplates t ,h face ortFOSS and position as shown above and on the JoinlDetails, unless noted otherwis6. keferleforaesoeachs160A-Z rXindard plate positions. a division of ITW Buildin S drawin an 1,$ omponents Group Inc. shall not be responsible for any deviation from this failure to build the 1 conformance with ANSI 1 1. or for handinj shipping, installation and bracing of trussesA eal on this dr wi g or covethisrawiindicatesacceptanceofproessionaengineedresponsibilitysolelyforthedesnshown. The 'spaRtifityseo? this"Lwing for any structure is the responsibility of therouilding Desigrier per ANSIfTPI 111c.2. Em3r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19789 Ply: 1 SEON 561440 1 T24 SY42 ; CusC R408 JRef: 1 W9S4080008 7498 - B (MBR) Oty 1 FROM: CH DrwNo: 092.18.1220-37618 Truss Label: F8 GA / DF 0410212018 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 4x2 SP 92 Dense Webs 4x2 SP #3 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, 1'5"8 3'11"4 2'5"12 t--- 1'2"8 ---)r i 3 17-8 - 9"4 3X4 1!1 2X4 A D 1 H - - --- — _ _10, 11 V G E 3X4 III2X4 3' 11 "4 - — --- Snow Criteria (P9,Phn 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 Detl#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 B - - HORZ(TL): 0,000 B Creep Factor: 2.0 Max TC CSI: 0.108 Max BC CSI: 0.022 Max Web CSI: 0.011 VIEW Ver: 'I T02.01 A.1114.21 e r P, °awaw awo wart 10278 04 05-?018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL !W H 58 !- !- !- /- 17.3 H* 108 !- l- (- 1- /40.0 H Min Brg Width Req = 1.5 H Min Brg Width Req = - Bearings H & H are 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 fabricating, handlin shipping installing and bracing. Refer to nd follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI and SBCA) & safety practices prior to performing these unctions. Installers shalt provide temporarryy BSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proBetiy d ceilinqq. Locations shown for permanent lateral restraint of webs shall have bracm9 installed per BC I sections B3, 87 or 810, e. AppT, plates to each face , of truss and position as shown above and on the Join t Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of any from this drawing any failure to build the peal on this drawing or cFohver pageorthedesignshown. We suitability ALPINEINE w rn rx rowr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number; 19789 1 ply I SEON 561441 / T9 SY42 i Cust R408 JRef. IW9S4080008 7498 - B (MBR) i Qty 4 !iFROM: RF DrwNo 092.18122037025 i Truss Label: F9 GA / 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 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP 93 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbi diagonals or as otherwise shown. Truss Must be installed as shown with top chord up. 31 31 1'6"4 - ---- ---- 1'6"4 1! 1 X3 1i12X4 3X4 1 X 3 A 6 C 3'6"8 Snow Criteria (Pg,Pf,n PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 4-1 _10 , P +/- 811 Defl/CSI Criteria PP Deflection in loc Lidell L/# VERT(LL): 0.001 8 999 360 VERT(TL): 0.003 8 999 240 HORZ(LL): 0.000 E - - HORZ(TL): 0.001 E Creep Factor: 2,0 Max TCCSI: 0.158 Max BCCSL 0.171 Max Web CSI: 0,037 VIEW Ver: 17.02,01 A, 1114.21 JE 00 27`t NA 04 05 2018 A Maximum Reactions (Ilbs) Loc R / U / Rw / Rh / RL / W F 196 1- / - E 182 1 - 14.O F Min Brg Width Req = - E Min BrgWidth Req= 1.5 Bearing E is a rigid surface, Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling h installing, and bracing. Refer to and follow the latest edition of BCSI (Building Rn '19,' 'A noa' ComponentfetyInformation, b TPI ,,, SBCA) sa ctices prior to performing these functions. Installers shall provide temporary Ibracin per 38SI. Unless noted o herwise,top chord shall have properix attached structural sheathing and bott(&Cn ghord shall have a pro attachUriiidceiliny. Locations shown for permanent lateral restraint I webs shall have bracin insialled per C I sections B3,.B7 or properly10, asapplicabe. Apply plates to each face o1russ and position as shown above and on the JoinpDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin nts Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the aComponrctrussinconformancewithANSIPI1, or or handling Ishipping, installation and bracing of trussesA seal on this dr win or over page listingthisPrawing, indicates acceptance of pro essionq responsibility solely for shown.he lid ,?,nesuiabilitytygi.nfet engineering1he desic Po or . poi and use o this rawing for any structure is the responsibility he Holing Designer per ANS rrPI I S c. FuN 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 2x4 Brace Gable Vertical Spacing Species Grade NoBraces 1) 1.4 'L' Brace o U 2x4 'L' Brace 2) 2x4 'L' Bran 1) Zx6 '1.' Brace a 2) 2x6 'L' Broce Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B O S P F HF11Stang 01 / M2 4' 9' 8. 0' 8' 4' 9" 6' 9' t0' it, 31 It' 9' 1 14' 0' 14' 0' 14' 0' 14' 0' B3 4' 6' 7' 6' 8' 0' 9' 4` 9' 9' 11' L'.tr• 7' 14' 0' 14. V 14. 0' 14' 0' Stud 4' 6, 11' V IV 11' 14' 14' 14' * 14' ord4' I tt• I1, 14• 14• 14• 41 Dl 4' 11' 8' 2' e' 5' 9' 7' l0. Cr il" 5' IV l0" 14' 0' 14' 0' 147 V 14' V a S P 4' 9' B' 0' 8' 4' 9" 6' 9' 10' 11' 3' it, 9' 14' 0" t4' V la' 0' 14' 0' R3 4' 7" 6' 9' 7' 2' 9' 0' 9' 7` 11' 3' IV B' 14' 0' 14' 0' 14' 0' 14' 0' cti D F I stud 4' it, 31 4' d t r 4• 41 71 1 i 11' 114' 14• ' l4• u Ml / R2 5" 5' 9" 2' 9' 6' 10' 10, 11' 3' 12' tt' 13' S' 14. 0" 14' 0' 14' 0' 14. 0" L Q) U 6 c S P F 1HF D3 5' 2' 9' I' 9' 6' IW 9' Ir 2' l2' 9' 13' 4' 1 14' 0' 14' 0' 14' 0' 14' (V stud 5' 2' 9' 1' 9' 5' 10' 9` ti' 2' la' 9' 13' 4` 14' 0" 14' 0' 14` 0' 14' W St 5' 2' 7. 10' 8' 4' 10. 61 11' 2' 12' 9' 13' 4' I4. 0' 14' 0' 14' 0` 14' 0' S P 01 4 1 ` 11' 51 13' V` 13, 71 1 " . a 5' 5' 9' 2' 9' 6' 10, t0' 11' 3' 12' 111 13' 5' 14' 0' 14' 0' 14' 0` 14. 0' D3 to* to, it,I' 1 ' 10' 14` 14 14' 14' Q1 IDFL Stud 5' 3' 8' 3" 8' to, I t0• ' IF 2` 12• t0' 13' 31 14' 0' 14' 0' 14' 0' 14' 0' StartdarqL_5' Z` 7. 4' 7' 9' 9" 9' 10' 5' 12' 9' 13' 4' 14. 0' 14' 0' 14. 0' 14' 0' RI / N2 51 111 10' I. to, 6' it' it, la, 51 la, It' 14' 0' 14' 0' 14' D' 14' 0' 14' 0' C5 S P F D3 5' 8' 10. 0' 10' 4' it• t0' l2' 3' 14' 0' 14' 0' 14' 0 14' 0' 14' 0' 14' W 1.1 Stud 5' 8' t0' 0' 10' 4' II' to, 2' 3' 14' 0` 14' 0' 14' 0' 14. 0' 14' 0' 14' 0' X Q a Nj H F t radar 5' 91 i" 9' W it, l0' l2' 3' l4' 0' 14' 0` 14' 0' 14' 0' 14' 0' la' 0' S P D F Bl R2 R3 5' IO' 9' 7" l0' 2' l0' 12' 4` l4' 0' 14' 0' 14' (V 14" 0' 14' 0' 14' W Stud to- 1 iit't$ Il' t I ' 4" l4' . 14' ' 14" . I4' i4' 14` ' 5' 8' 8" 5' 9' 0'1 It' 3' 12' 0' 14' 0' 14' 0' 14• 0" 14' 0` 1 14' 0' 1 14' 0' Truas Dloganot brace aPv— t-1 (myth say be E T datAea shoe, dngonot brace Is uea(n Fan,ect I dagonnl brace for 3=1 L' at each end, tax web Br co tn<nl gth IS14•. len R(B Stud. 2x4 St. 63 Q.-W r Verticat length xh— tea, *V. dr In table abo-, f 45' or ahosn) aft 1 OPar and Gamest do n< aeww ww IRAs !IR F=W ALL ,mm = no I OMM sYRwwraw alww TICt sA,mm ra Alt. Calrle91W MUMS TIC Itsrousm TAT Aaa,e. s.4ew, arm ca4xxwat. a,a ew n.t M r..pawtl. far ww<r. f AN r11NG0lAMIMf ua dnaka are Nbwe to qq taw n ell Nmm/iPl 4 ar oar MIIeeY aapt i3,2a mx.itron Dare RiwMRO .wbAy Mr wIR dlas"ibl sasWMam yke waalMly NIa uwof Mr` Suno 2a, M na' nYYa a r ilas Rby of XIa a/Yiis bsa`uR pea A)Iri/iR) aR.R w.,nev,o naa,. uo saona AN's!5 now sev.at w p's o ro<nr a.I wa taw 0 Bracing Group Species and Grades, Group At Isbafted Group B, lx4 barn stall be S" (Streas-Rated Worda or 1'4 so,Pkw xae Cwy IrKkatriat 137WLatrgl45Stress -Rated Daords. firaup B Walla say be —d OW thsst (I4R uaale truss LetQlt NOtesl 44W Load daftectan crttorkn Is L/24a Provide q Wt cam ti— for 60 Mf over Cwts wus beartp (5 Ps(' TC boad Load). able Oros suPports toad fros 4' W ou<tookere h Z' 0' —harp. or 1e' Plywood o t—o Att—h 'L' braces atth 10d (al2Wx3W P*O m9s. For (1) 'l` 1.— spa- nolls at 2" o,c. h W end zones and 4" q- between zmea Wor (la 'L' kracw 'pace naas at roc. h IW end zonea and 6' 1- between zo— L' brackp Must be a F&*M of On of seb ntrYer tengtr. Gable Vertical PlateSizes Y G 40iSd84 113 G,-ter tMn 4' 0'. Wt 2%4 1 War to cownn truss doom for peak, spb:e, and h" Pates. Refer to the WAdN Despner for cw,dttb- not waWessed by ttb drtal. REF ASCE7-10-GAB11530 DATE 10/01/14 DRWG A11530ENC101014 TOT. LD. 60 PSF SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or 120 mphWlnd Spaed" 13' Mean Hoot, Partially Enclosed, Exposure C. Kzt - 1.00 Ors 120 fQh Vlnd $Wed, 13' Mean Nel t. Enclosed. Exposure D. Kzt tAQ nr, im — wind snaed. in, Maen Nam t. Partially Eav-laawd. Exma,re D. Kzt m 1.00 2x4 Brace Gable Vertical padng Specks Grade NoBraces 1) tx4 •L' Brace a 1) 2x4 ' Brace • L' 2) 2x4 •L' Brace w 1> 2x6 `L' Braces 2) 2x6 'L• grace wa Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Bt / B2 S PN3 4' t' 6' 7' 7' V 8" 6• 8, 10• 10, 11 10, 6' 13' 4'' tY 10• 14' 1Y 14, 0' o 1 IH P Stud 4' t' 6' 7' 7' 0' a' ' 10, 10' 1' 10' 6' 13' 4' 13' IL 14' V 14' • 4' V 31 8' 6' 0` 7' 7• 8' t' 10' 1' 10' 6' 11' to, IV 8' 14' V 14' ' Ql Bl 4' 6• 7' 4' 7' 81 8' 8' 9' 0• 10, 4' to, 9' 13, 8• 14' 0• 14' 0' 14' 0' j N S P P 4' r 71 r 7' 71 8' 7• 8' 111 10, r to, 8• 13, 6' 14' 0' 14' 0' 14' V 03 4' V6' 0• 6' 4• 7' 111 8' 6` to, 2• t0' 71 IV 51 I3' 4` 14' V 14' 0' Stud 4' 2' 6' 0• 6' 4' 7' 11' 8' 61 10, 2' 11Y 71 12' 5' 13' 4' l4' 0' 14' 0' t r 4' 0' 5' r 5' 7' 7' 0' 7' 6' 9' 6' to, 2' Ii' 7 it, to, 14' 0' 14' V I.. S P P Nl / g2 4' t1` 8' 41 8' 8' 9' IO' 10' 3' t!` 8` t2' 14" 0' 14' 0• 44' 0' 14' 0' 03 4' ' e, 1' 8' 9' 81 l0' 1• 1' 71 12' , 14' 01 14' 0• 14' 0' 14' 0' J O u c f-I f Stud 4' 8' 8' P 8' 6' 9' W IQ' 1' It' 7' 0 1' 14' 0' 14' 0• 14' 0' 14' 0' t n 4' Q' U. T 5• 9' 3` 9' 11' tl' 7' 12` 11 14' 0• 14' Q• 14' 0' 14' 0` Ml 5' t' 8' S' 0. 9• 9' 1t' LO' 4• 11' IQ` t2' 4• 14' 0` 14. 0' 14' 0' 14' 0' 01 a S P D P L g2 t 03 4, 7' 4' 4. 4, Stud 4' 9' 7' 4• 7' 9• 91 9• lQ' 2' 11' 8• t2' 11 14' 0' IV 0' 14' 0• 14' 0' Standard 4. 0' 6' S' 6' to, 8' • 9' 2• TV 7' t2' 1' 13' 6• 14' 0' 14' 0• 14' Q' g1 B2 5' 5' 9' 2' 9, 6' to, to, 11' 31 11' 0• 13' 51 14' 0' 14' 0' 14' 0' 14' g' S P r R3 l0 U LJ F' Stud 3' t' 4' 0` 9' 4' 10' 8' 11' 1' 12, 9' 13. 3• 14' 0' 14' 0' 14' 0' 14' 0' X Q t-If t r 3` 1• 0' 0 8' 6` 10' 8` lt' 1' tE' 4' 13' 3' 14' 0• 14' 0' 14' (Y 14' 0' S P Bl 5' 0 9' t !l' ll' 4' 1 73' 6 4' l4, 0' 14' Q' l4' o• B2 2' 9' 6' l0' 1 ` t it• l3' t4' ' 14' 0` 14' 44' 0' a DFL N3 0' 1 ' ' II' 2' t0• t ' 4 14' 0• 14' 0' 14' 0' 14' Ttud 51 3 0' 5• 9 0 10, F 11' 2' IS t0 13' 4' 14, 0' 14' 0' W 0' 14' 0' 1 7' 4' e Trwa pinworm( b-- a~ vet I length may be T doubted ah{m dagornl 18 0 brace w used. corned L I dap -at braoe far 43w of each wxl Mo.x aW Br ce total 4mgth b 14'. BEBF e{ DF-L e2 Wbbetterdagaal Vertical leflgth show, brace( abple B, n toble above. 43' or da,blt Wt coo sham) nt L 1. upper tn6 carat! da at Refer to chart a fCr Hate IWO thw 4AM00. WAR me rwa OIL w= De mm lbwas aeee0 Waa raaMO TM WWWN m r 000"KI bt Bod01i M rrvoate ragas axaww air+ n fataesvrp manabe, are eNwramstrat.aae .cum a Btu dddw cnwta(.nt taraba(„a"e0tan,.14ir mb.iicA) ar av to sarfanp ease run:aa,r. aaeau.ra rra aa.ua a+ em:ad wwrw.. ow aw da w.a f.wa. y at(awd .a .eww dun +y+ 4 r, i f 1 e..u(na`iag.rww a AN BWQ7ANMNY wab,o, a t(uae, a tTW Wq cwso(ante o-ap rna duns mat M raaaonr. run ate` 4oN(4) this aMetq •^i' ra4 a to MMI Me bun h wnrar eew kN N6I/tP1 4 a far ma(aaY MIaM a Ff as wean' P w.i Onw A wMm{t!Y IaMie w PC Ualna "0 *a w bm= amlpNro ar pvM1r1(alwiMNwlbrMgaMMaWtyhrPCMawTwsa4RWWuseoftlar4ewRr rj rdgp " j ' re W a4acM ew re.p.,r q OYe wr w pun NaVTe I Mc4 Far 4ar tlww dai. ekPh t4 aipv>. owony naro hrarstlan aw .Wa am+RM nvtaa ad wb 4aABo w.aw.nma Tra ..., new .,. aa> a.aax.. Brachg Group Specles and Grades) Group A- w ME7 Group B, 1.4 brace aMU et SRD ($b^fea-Raggl Board). ix4 Sa Pine unr aniy Indwtrial 55 nr IM4stra1 43 Streu-Rated Boorm, 0roup B w(ws na 4e weal attfi these akx Gable Truss DetaQ Note Si WM Load dfkctkn (rtter)ori is Ll240, Provide up wt canactara for 53 plf aver earca«aun beare,a (3 Paf Tc Dead Lood), Gable end supparb land from 4' 0` oulloohers eldt 2, 0' overMnp, ar' Ir plywood overhang Attach 'L' broces wth 10d (aIMOX mbJ -F- BI For (1) t.' ran, bama pace ssat V o,a. InW erg— and 4' ac. between spas Bl wor ( 2) 'L, bracer gate nest at 3• oa n w end — " 6• o.aa betaean zMea. L' br " must be a mRaan of 60i of wb arow lwpth Gable Vertical Plate Sizes Yertlgg Lenoth Ra L aLn t h4' a' IX4 or RX3 tar than 4' 0' 3X4 Refer to canon ! tuna deaf( for peak, gxK:e, and heel platen Refer to ter Bisldne Daapmer for carad(tlau at a *--d by Nis dotal. REF ASCE7-10- GAB1401. DATE 10/01/ 14 DRWG A14015ENC101014 TOT. LD, 60 PSF 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 Heigh Partially Enclosed, E.posure C, Kzt = 1.00 ar, l20 mph Vtrd Speed, 30' Mean Height, Enclased, Exposure B. Kzt • 1.00 n- Ito wow .- .-.d_ 30' Me.. F i ht. P.".1ty Enclosed. E.aaslre D. Kzt . 1.00 2x4 Brace Goble Vertical Spacing Specks I Grade NaBraces 1) lx4 M Brace a U 2.4 '4' Brace a 2) 2.4 M Brace 1) 2x6 9_* Dr.- a 2) 2.6 L' Brace Group A Group B Group A Group H B Group A Group B oup A Group B pc Bi / B2 4' I` 6' tl' 7` 2' 6' 2' 8' 6` 0' 2' t2' lQ' t3' 4' I4' 0` 14' 0' U St-f L1Stud B3 3' 10- 6'2'6' 7• 8'1'8'5'10' Q• la, 8' 13' 2' 14' 0' 14' 0• 3' t0' 6'2'6' 6' 8' 1'8'S'10, NGr pGroup 0• 12, 8' 13, 2' 14' 0' 14' 0' fFSt ndar 3' 10• 5' 3' 5'7• T 0` 7' 6' 10, 0' 11. 0` tl' t0' 14. 0' 14. 0' B1 4' 2' 7' 0' 7. 3' 8' 3' 8' 7' 10, 3` 13, 0' 13'6' 14. 0'I4'0' J U SP D F L e2 4' 1' 6' Il' 7' 2' 8. 2' B' 6' 10` 2' 12, 10, 13' 4' I4' 0' 14' 0' 03 4' 0• 5' 7' 1 5' 11' 7' 51 7' It' 9' 8' 10' V 11' 7' t2' 5' 14, 0' 14' 0' Stud 4' 0' 5' 7' 5' 11, 7' 51 7' Ill 9' 8' 10' V U' 7' la' 5' 14' 0' 14' 0' t Mard 3' 9' 4' It' 5' 13, 6' 6' 7' 0' e' 10' 9. 6• 10' 3' 1t, 0' 13, it' a U Ml / #2 4' 8' 7' 111 8' 3' 9' 4' 9' 9' It, 2' IP 7' 14' 0' 14' 0' 14' 0' S- 01 U O S f1'-['f I ! 1 03 4' 5` 7. 6' 8' 3' 9' 3' 9' 7' tP 0' 111 6' 14' 0' 14' Q' 14' 0' Sti1d 4' 4. Standard 4' 5' 6' 5' 6' 10, 6' 7' 9' 2' 11' 0' 11' 6' 13, 6' t4' 0' t4' 0' nSr BI 4. 10' e' 0' 8' 4` 9' 6' 9' to, It, 3' Il' 9' 14' 0' 14' 0' 14' Q' e2 4` ti' 4' li' II' I4, ' 14' 14' 0' B3 DFL 4' ' 6' 10, 7' 3' 9'1'9' 8' it. 1'II' 6' 14' 0' 14' 0' 14' 0' 0J Stud 4' 7' 6' 10, 7' 3' 9' 1' 9' 8' IV I'11' 6' 14' 0' 14' 0' 14' 0' Stanftr 4' S' 6' 0' 6' S• 8' 0' e' 7' 10' to' 11' 6• t2' 7' 13' 15' 14' 0' l40 Cf S 1p F Ni / M2 5' 2' B' 9' 9' 1' 10' 4` 10, 9' 1t, 2' la' 9' 14' 0' 14' 0' 14' D' 14' 0' B3 4' 10' 8' 7' 8' It, 10, 2' 10' 7' 12, 2' 12' 8` 14' 0' 14' 0' 14' 0' 14. 0' x U O HF Stud 4' 10' 8' 7' 8' It, to, 2' 10' 7• 12, 2' 12' 8` 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' Ill 9' Ill 10' 7' la, 2` 12, 8• 14' 0' 14' 0` 14' 0' 14' 0' SP B1 5 4' B' t0' 9' 2' 10, 51 10, 10• la, 5' 12, 1t` 14, 0' 14' 0' 14' 0' 14' 0• R2 5' 2' 8' 9' 9. 1' to' 4' 10' 9' 12, 3' 12` 9' 14' 0' 14' 0' 14' 0' l4' 0' 5 N3 5' 0' T 10" B' 4• 10' 3' 10' 8' 12' 2' 12, B' 14' 0' 14' 0' 14' 0' 14. 0' DFL stud S' 0` 7' t0` 6' 9` 10' 3' 10' B` t2' 2' 12' 8' l4' 0` 14' 0 t4' 0` 14' 0' 4' 10' 6' It` T 4` 9' 3' 9' t0` 12' 2' 12. 8` 14' 0' 14' 0' I4' 0' 14' 0' Hracklg Group Species and Grades Group AI p _- fir_- se Group BI 1. 4 sr— sma Oe sell 1111- a -Read saoraQ. Ix4 so. Ft. use oMy IMustrbl 55 or trdustr- 1 45 stress- - Boards. Oro(p D vaws nn be used elth these adee. uowe I russ Ue'COR NOteSI Wind load deflection crMerbn Is l/24a Pravda upUPt canrlec8ors for l06 plf over 11- beam+ (5 pef TC Dead load), Gabe end supports lead fr- 4' V o M-kers wew B' a' averMr,g, w 12' p(yeaod over)gep Asbout Attach L' braces emh 10d °i.iWO.a' raV rgee. Rt For (1) L' °raw. spa- -Rs of 8' ac. qb4 Trws h Ur end sags ord 4' os. bet-. - Atwa' ( e) It., bracew sPo- nags at 3' ou DIsq n ( 1— a'ptgrn T ti I8' amd Ranfs .0 6• a.C. bet, R serge. vertka( Wgth nay be d.*( ed ehen dkeagl 18' L` bwdrq q wt be a me4aw of BQ% of deb bra- 1. used Carl-t L mentor length dbeagl bra- for 3a5e Goble Vertical Plate Sizes at each end Ra. eeb Br ce 1 t f total (ergth is 1A'. ar betterar 1- Freaar th- 4' 0', but ax4 V- tknl (ergth hl brawl *,VA.8, In% 4 t= aove b. 5 double cut os sheen) at L 1 Refs to truss dwow far upper enb peak, spbce, aq hsel Plater. a Refer to the "am Bespner for corgtteor)s Correct dN of t ae v.raw( ease Refer to chart abq e f . f(o not nad^essea by this dean. d4Wb* 6Pn We Me /UAW A l NUO AN T1et OWN*= wieP7RiNF!" raelo( TM INVON M Ali OWNWiles NUUMN Its RGTKLO4. 4 / f REF ASCE7-10-GAB14030 DATE 10/01/14 Tr,Mwn r'n4.e'n n.VaM art w M1araatwq I,areseie. aM Her a fnao. r.r uagt .Mu.. a Rw <R,arfe ca ewrrmt afntrw.wa4mahiy m ia far paatb vrla a eerfaup than Ae Irunrdere M,w pra°Ide fn. er,»arl4 DRWG A14030ENC101014 t- tW oawrdw. ease eJped Mae ewvn ereonmy nte.d.. .a'...aw»n5a+.r.aae rwa ti wv+mtr atenwery ennIe a laatbrw rqm, ran ferwrr+me utra rn.v.w: a a, rw emvn twtnaed for' BC$ wcdarw p. n a• v. .n Wee to ande a' a.r..nM r,e.n now. wr m taw .anal Pntu., v.e 'noa.{rrdw. A#"/ e a Ala AN t1WC1Dk~ ra'.tq m,r'+a :ta'"'"`waetr.MA4in°a r.«aar"Ia'«.'n.,Sc y( TOT. LD. 60 PSF A ew ilera`°rae ma aam' s e aetq rr rnww wdaete..aatm.aa .r Prafnonwl fsf `^' .4 41 t L. r rwniUnwrxQn),Ay M 1M dent Mow. A1 enniAWIW e,e of tl4n lMiB Far' ere' w fanewr/Rly nR eq Mies Rll,n" Rnr 4L'1 1'[ tRRaa A[ ftfd 1g5i6 tlA MAX. SPACING 24.0' M a,n, H an,n x oxws A reo wwa ara,w pre o .n.. w - 04/05;20I S CLR Reinforcing 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-Re inforcementi or reinforcement method Is desired, L-Relnf. Notesi 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, rerun design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Relnf. Scab Relnf. 20 or 2x4 I row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x4(V 2x8 I row 2x6 1-2x8 2x8 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 an Englneer'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 Reinforcementi Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',m1n) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. rvrMO.r wav M M" / am 0. no ON&W ere"' m. nw aw M ew = m oxnweoaw aeuuewia ne oerw"e w rtwwwwvrr wr r:. naMr r:Mi bawJ wvw „ aka; ; r.: u aviit « 7« n a..r` e z r rnr- .rw e1.ci b Yi.r .5 ntlw raw The -Fir rn ww at wVaM'' A' w6f/fR 4 ME Kmwa nn.ipfwm.s..i nT wR/{rtwtpW 7!G w.#PnMwyyap Qa w Scab a5 TAT L D. AUR, FAC, llreaa SPACING PSI REF CLR Subst. PSI JDATE 10/01/14 PSF 1DRWG BRCLBSUB1014 PSF PSF 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 advantagesv 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 rudelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) 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, 1LPINE Recommended Truss Tvoe Truss Deflection Limits Limits IotQ( L(I Deflection Live Load Pitched Roof Trusses 24 L/240 (vertical) oQd L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0,75' (horizontal) 1.25' (horizontal) Truss Type Pitched Trusses Recommended Camber 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 Trusse 25 x Deflection from Live Load) + a r,¢eslgn Dead Load Deflection) Note The _ gg considerably less than H awfartee WME na m wi oxMnpwMn W nHCYapsw nYcnOwyuaws 4aRtiv, afat Ct[tAYV 4(ly 4Nawam. M TR aM I C t far ~g d m a aa.r.ee. aee aara rw naae afan+nr e°aa.e .r.,aarw an.a aaraew TATE Or paropaNr atM W MW awNo :M&WLflwn hr awwvwTta 44rY rvtrtYel oI aerwww Per G9 wcHaar p. l ar <0. u pp taMa. lqM pMM to wd, 2 , F-W"— Am p.,.° s J, I{ 4a ewo or mr camar anae o-a an.0 roe a f.a an.M+ rx aarqq s.w rn 0. anY twee ae Vn trVe w Ma Nm/1 t 4 or for f neriy a"04 i d P Po p ae00~ i1'aMq Yawp 1 •eae0 naae. eaoeaa,v of pavte nat n is i p { F DEFLEC/CAMB TE 10/01/14 WG DEFLCAMB1014 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean H9t, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Mgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4161 to 7'6' In length Kzt = 1.00, Wind TC DI-=U psf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mld-helght and brace stIffbQck to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top- Continuous roof sheathing Bot- Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max, provide a 2x6 stIFfback at mid -height and brace See Engineer's seated design referencing this detail to roof diaghro m every 4'0' (see detail below or for lumber, plates, and other Information not shown refer to D WG 12030ENC101014). on this detail. )K Optional 2x L-reinforcement attached Nallst 10d box or gun (0,128'x3',min) nails. to stlffback with 10d box or gun 0. 128' x 3', min,) naps R 6' o,c. 2X4 Blocking nailed to 4 5' sheathing and each truss (Ty 12 1- 1/2 or better 011 onal brace. Attach0ar each end for 560#. i Y L- 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) naps. C: 3 ALPN19 AMM ffwoD~ J= W P. ftk... 0 nvof kw to— . 4:= — — PC 0 Erv- At. mi. i of q.e TPmrp= SWA tATE 10 TOT. LD. 60 PSF REF GE WHALER DATE 10/ 01/1.4 DRWG GABRST101014 IMAX. SPACING i RoeWoRent GaTr Gable Detail Fnr I at -in Vprtlrntq oproprlate Atpl— gable detail for e sizes for vertical studs. Engbnered truss design for peak, b, and heel p(otes. vertical plates overlap, use a to that covers She tot" area of d pla nts to span the web. 2x4 2x4 2xs T' Reinforcement Attachment Detall T' Rtlrtfordrp 'T' R. WordN MAMer McMer Tot -nail - Or - Eeq-roll rr w.iw. w..er..wwvr .wr wya.a ry..v.wrw wn arw wrgprwxrww .r wss wwsryn. Attach each 'T' relnforckp monber Stth End Driven Maas. 104 Cannon (0.148'x V min) Malls at 4' oc plus 14) MKS In the tap and button chords. Townaled Mass. 10d Cannon M148'x3',nIN Toenass at 4' o plus 14) toenass In the top and bottom chords. This dotas to bo used with the approprlate Alphio gable detas for ASCE Sind toad ASCE 7-05 Gable Dwtas Drawings A13M503IOI4, At2M3051014, A1t015051014, A1001505t014, A1401W31014, A13030031014, A12030031014, A11030031014, A1003WS1014, A14030051014 ASCE 7-10 Gable Dot" Dr4s4ps AU313EMC101014, A12015ENC1M014, A14013ENC1DIO14, AMOIS MC101014, ALSOISENCIOL014: A20015MI01014, A20 5END101014. to A11330ENC1.4. A12030MIM014, A14030EMC1MM4, 1 A18030ENC10t014, A20030ENC101M4, A200iiiS11315EMC100813, SI2M5ENCIM13, S1401S1B013ENClooais, S20M3ENC100815, S2o0 S11330ENC100813, S12030 MC100815, S1 SM30ENC100813, S20030EMC100815, S 5 See appropriate Apble Qobl4 deta0 For raxs s urr orC go esVNNBIe sus NO FTLLW4 AL Nff= all TM INVIVE R sarwAwss F%Npm TM WONVIS TO AU. CO IVACMRt IeCLa TC NSTAUfM. AN tTWfAbMMNr A sin ' Mr awes ar asmtr e.uw elr iwstC hdo.a..00lpwa e+wq tm mar srwl iarza n rer xi oow a + R T tY uw ae +er nw + WAtwv boss e.r ,vnvm 1 r. s W Norvl lls lea_MO o'10.IJ far mvw Mtrwtlw tw eeF 1mw't emslw nsUls lwae e!M Mew we slNw AIPe[) weAlplMmwFanr Two eextptleta!'e! SIICM seeseaPiAaFw'TsW lCa eeekxxamenre 0 178 To convert from 'L' to 'T' reinforcing members, mult)ly 'T' Increase by tenQth (boxed on approprlate A(pine gable deta0). Maximum allowoblo IT, re4Worcod gable vertical lerpth Is 14' from top to bottom chard T' reinforcing member moterlal must match size, speclo, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Res)f. 'T' Mbr. She Increase 2x4 30 X Example, x6 20 X ASCE 7-10 Wind Speed x IZO mph Mean Roof Hoot - 30 fb. Kzt - 600 Gable Vertical + 24'o.c. SP 03 T' Reinforcing Member Size x 2.4 T' Brace bxreaso (From Above) w 30X w L30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30xe'7'xu'2' MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH 10d BaK/GUN 4' -0' 2.6 <a128'x30') NAILS 1N 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 I and 2 are the preferred attachment methods ATTACH STRONaBACK TO WEB W/ (3) 10d COIMIN 0.148'x3•) NAILS OR 4) 10d BOX/GUN 34 2) 10d COMMON (0440'x3.0') OR BOX/GUN (a128•x34') NAILS AT T13a AND BOTTOM OF 2. SCAB-,ON BLACK, ATTACH STRONGBACK TO BLOCK W/ t3) 10d COMMON <a148'.3.0' NAILS OR (4)10d BOX/GIN <0.128'.30h 1 AILS. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES rQR"wM nomN THU MNNIG IM ^L CW"NACM= 20JAW MC OSTd wu. mM All scab -on blocks shalt be a minimum 2x4 stress graded (umber.' B All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' a - 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,) P 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). x.w rrl ypyi tarabx.1 Io.x Is pW lp y4, a AT Y In.M • p..p.rlr .thCu4 xxY pp f.J' aNpNrpN4n.C'.M dw4 x.v. Mo411M fxx' KS[ ..xKvo H. p Q . N vYn mN MMraw. ~ *a11i9w1 .l....fl! a1 4i. Jol1t OxeW.. A.lR b 140.-Z !.r .OMMvtl pb P..MY% ! A!I RW OOMR4P/ Ml. hl%" M b xJ.i tlw pw h omlarwrxa MN MGV7P2 4 a! !a w.qr . p4iM. g e°b^ aq i 4.f i"4 * % s LD. A .nt a eMr larw > w..x err w anwi¢. Mndb4w .ocgb,n N lrawwrw w +.+w W00%w•a.rMxwAfViR i.oA d UR, FAC. rob. «r r.w...! APiagliswnnanrone." SPACING PSF REF STRONGBACK PSF DATE 10/01/14 PSF IDRWG STRBRIBR1014 PSF PSF 1.00 z z ryQ I F-- Q n LLJ Z C]' Lr_I Q I O z c ') ' c LL z w cr Q z z I- H- ED Q F— ry 0 O Z LLJ Y Cy O n 0 O z O Q zO L I— Z u Iy O O I— z w n LLI F— I z O ry j / 5 zLLV I..i. z< II Q LIJ ry LLJ O LiJ Q O 1F- ry O F- LLJ z v LLJ Z C) W O co < Ili 4 I— = ry Lil O I— z ry O fy 1'1 I ST FLOOR TRUSS LAYOUT B 24' 2 D FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4-3/16" HEEL BRIG. 16" OVERHANG PLUMB CUT I TYPICAL TRUSS END BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 8) THA422 9) HHUS46 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 R£ACTiONS 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 W7CA 1-1995 'DESIGN R£SPOiSIBlUnES'. ACCORDINGLY, iT DISCLAIMS ANY RESPONSJSIU nES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY, WARNING CONVENTIONAL f{RAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINCING DURING ERECTION.; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING RESTRAINING & BRACING OF METAL PLATE CONNECTED TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES ; , JRUSSES ACLU SPAN TRUSS Co` 407-321-1440J386-872-50981352-557-4901 LONG'A_ODD J ORMOND BEACH ! MASCO'FFE DAVID WEEKEEY HOMES JOB NAME 74/ y; 9y8 — 8 LOT/BLK/SDBDlV LOT 33 REAGAN POINTE SCALE DATE DRAWN BY " NUMBER 13-18 1 CRH 19789 City of Sanford Building and Fire Prevention Product Approval Specification Fo Permit # # 1 8 Project Location Address w S,s%Ny O'pi,') 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.floridabuilcling.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description (include decimal) 1. Exterior Doors Swinging PGT SH-200 FL 251-R29 Slid' Ther - ma Tru _classic Craft FL 15225-R4 Summit OS1000 FL 5302-R8SectionalAmarrUmmi_Os: Roll Up Automati-c----- Other endows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung I FL 19715.1 R4 Window Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL 14998- R3 Window w/ Nailing Fin Casement Double Hung Silver Line by Anderson Extruded Vinyl Single Hung FL 19715.1 R4 1 Window 1 Fixed 1 Silver Line by Anderson j Extruded PVC Picture Window FL 14918.4 IRS w/Nailing Fin June 2014 La Awning - Pass Through Pro ected _ Mullions Silver Line by Anderson Y FL 6067 R7 Wind Breaker Dual Action Other Category / Subcategory _ Manufacturer Product Florida Approval # Description (including decimal)I 3. Panel Walls _ Siding James Hardie Building I HardiePlank, Cemplank fiber -cement FL 13192.2 IRS Products, Inc. ' lap siding Soffits James Hardie Building ! HardieSoffit Panels, Cemsoffit FL 13265.1 R3 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls _— Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels ! Other ;Aluminum Coils, Inc. i Aluminum Soffits FL 12194 R-2 4. Roofing_Products Asphalt Shingles _ GAF Materials Corp Fiberglass reinforced 3-tab, FL 10124-R20 laminated, 5-tab and hip/ridge asphalt shingles j Underlayments Interwrap, Inc. Rhino Roof FL 15216-R3 Raafin f Fasteners Nonstructural Metal Roofing Wood Shakes and Roofin tiles Roofing Insulation Waterproofing_ I Built up roofing i a System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Co ati n__ r Jude 2014 Liquid Applied Roofinq Systems Roof Tile adhesive Spray Applied Polyurethane Roofing I Panels E.-P.S. Roof Roof Vents Millennium Metals, Inc. MMI-213 Off Ridge Vent FL# 16568-R1 Other CatCategorySubcategory Manufacturer Product Florida Approval # Description (include decimal) 5. Shutters Accordion Bahama Colonial Roll up - ----- Equipment Other 6. Skylights S Yli ms Other 7. Structural Components Wood Connectors/ Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber j 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-R10 Insulation Forms Plastics Deck / Roof 7 Wall Prefab Sheds Other 8. New Exterior Envelope Products June 2014 EZ2 Applicant's Signature Applicant's Name Please Print) Tracy Vjj'ggers PC June 20 14 MILLENNIUM F14041 L- ES S I r-,j c . 10200 Eastport Road Jacksonville, ["1322 18 877-358-7663 Off Ridge Vent Installation (with orwANEW&WwWw" A. Preparation 1'() prepare roof for installation it 4Nill lie necessary to determine hov% many and what type of vents %\ill be needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section, The roof vent should be installed a minimum of 6" off the peak of tile ridge. Cut out sizes are located bcto\v in Table 1-1. IMPORTANT NOTE. DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on at, existing shiagic roof remove shingles from the sides and top of the opening. 2emovc any units that interfere with installing the sent. I'llis typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to, sea[ it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be 1/4" thick and should extend 2'* onto the underlayment, The lower portion of the vent should already have shingles installed up to the cut opening. The lower pwi(lrk of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the sent. All nail areas should he covered with cement. B, Opening & Positioning The cut opening should he positioned a minimum should be centered horizontally over the of 10" front the back t1ange. This allows a nunillun, clearance of 2-1!2" from the roof to the top of the vent ]'lie vent N opening. Table 1-1 Off Ridge Vent installation Chart Length Net Free Naj (sU in) CRt (jut Size 4' 115 46" x 2.1/2" 6' 175 70" x 2-1/2" 8* 235 94- N 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent If using detachable baffle, attach the baffic by sliding it onto the lower flange of roof vent. Care should be taken to see it is Push with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side. and lovcr flange with a minimum of 1.1/2" ring shank nail 4" on center. The nail should be I - 1!2 inches from the edge of the flange and 1- 1/2" from the comers of the vent, lVail must be ASTAI F166 7 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vcnts in the roilotikiog gauges of steel & aluminum fluatinum available ujill detachable b(Iffle 011tq, which meets tile requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (-0179 min) AZ50 Acrylic Coated Galvalurne Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min) ASTKI A-755 Ptel Steel Commercial Steel Type B 09 ll, ovileNe **/I *Wh4*tf baffle due to FWhk Ptw&ct 4PP—L Page 1 MILLENNIUM METALS. INC. also aunean 14.p JW.ICL-t, k Ullt W,l "srr•lss.nc: "p, Op A MttO JUAI a- U'l T,:P OF A-L F.Mj T' -[)0; ,.rlPiFrF y L I n Itt: C KAAK IJA:L 0 4 NAIL 4' J,Q. (;tMtr4f AdV.—U U4Cf-;i *LAJ#4 NM: M TQP IF r4mi rqpfnrn 'AT' C DA-r-C ONTO L,: cpewlwl :N Aofl, .!E VENT 40)43t .IKC DE:VA! JN074LL GUIN FOR 3IZC 2 EM ShrW, NW LU.AI-4N NA:.C. FF I E E T AVAILABLE COLORS (CIRCLE SELECT) m Whit* slack Brown ofALit.11orzvIon 48C64 specj,41rLj Evaluation Report MNII Off Ridge Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval MMPNMI Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Mr.= Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer 4 31242 Florida Evaluation ANE ID: 1916 Report No, 17-196-N/1NII--VPB-ER6 Date: 12 / 15 / 17 Contants: Evaluation Report P jjr s 1 7 MMI Off Ridge Vert Attached Permanent Baffle jcrrlle n( '-'00Y ilglle'j by Steel or Alumirum Wood Deck signed and iejled Aoc mencs sh'fll Nit" ,; Ie ')mvli+wi )f Rule iLGI'i SU(- EIN No 3'242 ly STATE OF 441 ORIQ ClCX, Inc. — 2017, 12.15 0908'110 -05'X I 331 FL tt: FL 19567.2 R I C ate 12 / 1,3 / 17 Raport No 17-196-MM' VP3-ER6 rxr L-1 IZrN E-Z I I 11 j p3ge 2 of 7 V 4,3""64 E:'trL.1_jrcN E:nq1ric=er1r-c;) Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral ;Dart of the Roofing Syst?rn Compliance Method: State Product Approval Rule 61G20-3 005 (2) (b) Product/System Off Ridge Vent with Attached Permanent Baffle Description; Steel or aluminum off ridge vent. & attached permanent baffle for shingle roofs mechanically attached to Plywood dec"k. Product Assembly as Ref-'r to Page4 of this report for product assembly cornponents,natari,11S for Evaluated: enL 1, off Ridge Vert 2, Pprrrlaneflt Baffle 3 1 1' arers 4 Roof Cement Support; Type: Wood Deck Desig!,, of support and its attachment to support framing is outside the scope of this evaluation.) Description: 0 15/32 (;-nin.) or greater plywood, 0 or Wood plark (min. specific 1j1r3\'itY0f 0 42" Slope: 2 : 12 or Performance: Wind U01jif, Structr.iral Resistance 11 De -sign Uolift Pressure: - 70 PSF Ailowable J,? sigr i)r"5 _;ar? F ( de5i9r) t450) vita o margin jf,;af-21"1 oft to 1. FL#: FLl95671 R1 Oaue: 12/ 15/ 17 C H y Report ,17'l W|P ER6 Pae 3of7 CXmzmc n xvmm mw w Performance Standards: The following test urumoo|s were pedooned ,o demonstrate compliance with ,he intent of the code as this product isnot addreoed specifically in the code. ASTKA E330- 02 — Su,ndoni rest Axethodfn/ Strwco/ul Performance o/Exnsrior Windows, Doors, 5ky0yhts ond [u/fu/n m/o/1,; by Uniform S,,otic Air p/coue DVƒercnce product described Code Compliance: Thenzd cz d nbed herein has demonstrated compliance with Florida 8i i|ding Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the 71orida Building Code, as reiated to t1he scope section to Florida Product Approvil Ru|eGlG2O- lOOl. Limitations and * ocie of Conditions ofUse: ------' uabon report for ^OpMona| Statewide Approv3|^' contains technical documeootion' specifications and |nxLaUaUon method(3) which include, Limitations and Conditions of Use" th/uughout the report in accordance with Rv|eG1G2O' 7D05, Per Ru|e8lGZO-IOO4.the Florida Bui|dingCommission isthe authnncy'to approve products under "Optional Statewide Approva|" Option for ------- | engineering i for " nqe specihcnAurova| Rule 6l6ZO'3,0O5(U(a) allows eo neern8 analysis p by the local authohbes having iur}sdict|on in accordance with the alternate methods and materials authorized in Lhe Code". Any modification of the product as evaluated in this report and approved by he Finrda BviWingCummieiun is outside the scope of this evaluatior! and will be the responsibility of others, Refer toapplicable building cndesection for ventilation requirements. Design o[cuppurt system isuucs|de the scope of this report. Fire Classification is outside the scope oC R,|e 61G20-3, and is therefore not inc|uded in this eve|uacion, This evaluation report does noLeva|uaceuse ofchisproduct for use|nhe High Velocity Murr,caoeZone code saction.(Dade&G/ nwa/dCounties) Quality Assurance: The manufacme/ has demunsrrsted cumo|iance of roof component,; in accordance with the F|ohda Building Code aod Rv| e6lG2O3OUS (3)for manufnctunngunder a quality assurance program audited by an approved 4ua|iry assurance entity through Keystone Certifications, inc.(F8[D,g,,)niza,ion#OWAl8Z4> FLw: FL 19567.2Rl RERG Structural Ridge Vent: NUM!Off R|dgeVent Components/Materials Steel by Manufacturer): Thicknesc 26gauge <minj Yield Str*ng h: 4Oks(min. Corrosion Rwsisonce: Aluminum Zinc Coated Steel per4STM A792 AZGl or Galvanized Steel per ASTxxA6S}G'9O.o' Pre -painted Steei perASTK8 A755 or Per FBCSection 1307.4.3 Aluminum Thickness: 0.825"(min] A||oyTypei 3105'1-114 Corrosion Resistancei in compliance with F8CSec ion 1507,43, ASTW8209 Nomina|Dimensmnc Width: 24^ Heighc: 4-1/2" Lengphc Z'^ 4'' 6'. 3' aod l[/ Baffle: PennanencNlode| Siee| Thickness: I80gauge (mmj Yield min. ormiionResistance: 4|umioumZinc Coated Steel per AST,'vlA792AZSO.o/ Galvanized Steel per AI[NNAA653G-9O'or Pre - painted Steel per 4755 or Per FB[Section lSO7,43 Aluminum Th! cknes s: O.82S"I'm inj AJ| oyType: 31O5-H14 Co' msmn Resistance: in cumpiiaocevwth F8C3ectioo 150743: Nominal Dimensions: RangeVVidthl 2' 3/4" Height: 3' 1/4^ Langt s: 2'' 4'' 6'. 3' and lO' (uz match ieng h ofoff hdlieveod Fasteners): PwqmeAtaches Ridge Vent Base F\an yeroDcck Type: AnoWarRing Shank Rao5ngNails Size:1l au e(x\ en hcomee min peneusr}un hroughd ck) Pene mno^Th3/l6^min. ch/oughwouddeck EdD.s,ancel'l/2^ mmom d§eofdeck orm iun Ras`s ancc Pe/FG[Section 1306. 3 3raodarPer ASTWFl667 FL#: FL19SG7]Rl Dace. lI/ l5/ D ReportNu,:17'1963,KJW/'VP8'ER6 Page 5 of cauc mcce/«*,y"*u omw*a Bpecl.z5d,Lj _crrL cturcill Purpose: Type: Size: PenenabonThrou,Th Edge Distance: CorrosmnResistance Standard: Att"ochesRidge Vent Base Flange mDeck Hex' HeadWood Screw AiU(« length romeet min. penetrabon chroughdeck) 3/16" min. xh,oughwood deck 1'1/2" min. from edge of deck Per F8C5ecz|on 1506, 6and 15074,4 Per ANS|/AS11v1E8L3,6. 4 installation: Strucum|installation Method: Refer Ludovving5or! Pages 6' 7ofthis eportj Referenced Data Positionvent flange beoeach| oosened hinQ| esandaUQn iThdeckopening nsartbaMi+Man0eMushben*arhthe vent front Uan# e, mu oneous yaoachveM front flange and baffle Oao c to deckvvirh nails or screws spaced 8°o.c maximum and 4'1/2" from each end. Atach weotback flange and sideflanges Lodeck with nails o,screws spaced 0" oz.maximumand 4'l/Z^komeachend. Minimum fjstanerpenetradonth/ ubottom ofsuppor,.3/15" Reh-r rn manufacturer's inuaUadon instructions as a s, pp|enenta| guide fo/ attachment 1ASTKJ B}0'32 Vmhzrn Static Air Pressure Difference Test Ach|tectud Tasting, |ncjFBCOgaoizat|oo 1TST|D 1527) Report# B16701450'44, KeportDate: 12/ 15/ 13 2. EngineenngAna|y b By[8UCKEn ocennQ 3. Q«ahry4ssurancc ByKeystone [ ert/fkahuos. Inc. (aUAID: 13241 NiUenn|umKAeta| sLicensee #4l3 4, [ adOcab000fNdependence By 8uckoer.P,EC8UCKEn ineer|n F8[D'an|z'ion 44HE 19l6) FL 4: FL 19567.2 RI Date 12 / 115 / 17 Report No 17-196-"v1N11-vPB-E:R5 E3 -J K E:- n r I e 6o(7 C777, Inc. 777f7te 7f 7-7iocz,,ition 43064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Profile Drawrin s 2 1211 2 ihl T- 4 li' in. 3-114 T- L 3" 2-34' Vent Side View Baffle Side View Not To Scale) (Not To Scale) Typical Fasterer(s) I 11 Gauge R rg Si -ark Rccfirg Nail OR 110 rrin. A11 Off dqevent Steel cf Alurrirurq) Typical F3sterer(s, -7 11 Gauge Rr19 Stark Rxfirt PyNAcod DeckCR 4,0 mr. vlitcd Sae4i Per"rert Baffle Steel or Aurnrum) Ctf Ricever-'t 7 (Steel or Alurnrum) 1L— Ply,pccd Deck Pe-7cirert Baffle / It Typical FastKer(sliSteelXAUrTirurn) 1, Gauge Rirg Shark Roofirg Nail CR 110 :'tin. v'rod Scr--v\,s Typical Cross Section View (,\iot To Scale) FL 4: FL 19567,2 R1 Da 12 / 1,5 / 17 Ri?,,p0(t No.: 17-196-,N1,\/U-VP3-ER5 pag- 7 of 7 717'11171%,—.f Acitnor z,,7t,on 43('6.1 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 4 1, Z'—! 1:--j7j;-ZW-* - - - - -- ----- ---- o. c Typical, NbA iTLm I Typical F,3stecer(s'i 1,1 GaLge FIN mark Rccfirg Nail Base 9ar,,qe OR 10 qjr, VIbod Scr-wr, Top Plan View (Not To Scale) Typical Fastening Pattern) Nicr-ral Lengths 10 P, oer e"t Baffle 4ttad-ed Simtarecusly wth`lit lanqe 'a5ter er3 Typical --asterers) OR 24!1 0 trip. Nftcd Typical Ridge Vent Assembly Isometric View (Not F) Scale; ILLENNIU" E=- -1-.Z, L- ES, I r`J t; - astIjctt-t iZoad .Iacfc;c n4il(u, FI 3221 i Off Ridge Vent Installation (with or without detachable baffle) Prtparation pruttate root "or installation it :cill be nec.'s,ary to datc ttiine'ao+ ntat'vand tvltat ,ar of gents ctiitl be nee<ted .or tlt- =i'rolcct. for R entIIath>n .,hoold be atstaiIcd as , %cttiy a, pussthte acrctss th,: root ;ecttun- IT: roof vast ihoutd w insnttlad a aiam u m ar 6 " ot`itlie peak oC li d.e- C=tu out sr , are Eocated belacu in Tuttle [•l. INIP(ML- tiT_WIT: DO Dior CENT INTO R, T' RS ORTRUSSES When installing vents on an e.eisna:l shizt;_ta root r::a;ova ,hin ,,tes froth the ;ides .uacl rota of tha opetun r_ to ru inv ran, ttiat iwerlcre .kuh itis !pi till n.ctudes nark that uc to be vithin €4ae ndv of -the cent ng{e an 4xttit n_ ,Zsth ;hcklld ..,train mi ,L_ `,otkur slopQ up to the :ot opanmg toot Itent Is nec ssaIY aroumI tic t)te;III Ctcr of the under de if ti c'Tit to ,ear it to dtt mdcr t t icni or ati unl ti Pie c,,nnctu slic,uld ako be tnstaited m the and side Lrte .emew hood is ltr and ,00ulcl estate 2 utt,r'fae aiE d t 4.t`tnt t7t T`tK ,o vcr pc,t.,tn of the vent shcxtld-ctrc:ad' n ttie i u yles :ns at.ectlip tt the t pent x 1-he loot ion of t t4 n: ,t aura ;it i}n the too 1:11WOt. inme: , houid r>e ltlitakd on €h 'tack anti "IC t1 tttt s oit th. .eat. .0 t1,111 ar.as ihould ix co,,vt d rv-kth t; efTl CYi[. R. Ciptrntn<; & P,tsttionin.; 1''. ta O tt luetutt , 1OWd ic po;ir oned a 1unt,ttu it t( t }" r ma .he b y l: n t`h tlhnc, t nun;nurn I artutG oP.w _ :iota .hd rcx>t to the city C'i,c •ant. 11u ,c,tt >trnt.td h<< < t,t t ci utt.tontalt apt^r the ot eain,. ---_._ _ Off Ridge, Gent [nstallation Chart stn ic_tlt Net Frzw .1rea is< int - ut 0_ Otttiire 4o" s2-1 ,.. nt}., , t li 9 t.-t: ^r.. C. traseentn of the Ott Ridge Vent I t l( us a, t(eta i tbie ha 'le. tttae h hr 'xtl'I ) itidi it onto the 'sa c a l la is at room cent. Care should )u iatCen tit ,ec' it r f U>I} .Vtltl tr;int t.ln rw t}( lt. l GIr a .ndlCatad t)n d Path t it,-, It Faso.tl ttle. t(1l), 3tCtc;, and rC>4'i`.r Ilan, :4ith a n IMMUM of l-t Ettl,n tilianli nail 4" Jn c liter. Cite, nail ;hc>uld lx -'s ' ;nc'lc, tom the :u?e or qhe langc and i-1 'i'urn the t_' ornars of the vetit. Fait trust lie ,I S'T4! F1 Ertl' compli-It it, rrrccordtzrrc'e tvftlt Floricki Suilcftn4 Code Sectiurt t i. i; l tuluuit 4lztafs Imwwactuts or.` r cit gents in the t6»vtr, awes of cci a uun:iuutr l tuzaur.nrt :r ,rt'uGlr ,t uk Jcttc nr u'c 7sI(te' ortrs }, tiaittci rite t> the A the 20 t1) Foilaa F3ttitdin Codes Jmpt, r i I. ue 1 'j ;tttt > S, it} .\ t:li t ;tuts, 6ak,limne y=`eel t1_ M -xtturt rt stet vt e V' tnni ttnn t) Yalu \ 1 it C3-'t}y d. rug, ...gut ...1-6 fh io-il,,N l(tc 1- , t m— ".r,a t tupr""".,r P a q e '. MILLENNIUM METALS INC. INSTALL SHINGLES ---- / UP AND UNDER TO / ROOF OPENING / 1'1/2^ RING SMA,HK NAILS. 4^ -- 0.C ROOF CENENT APPL:EO UNDER FLANGE AND ON TOP OF EACH EXPOSED NAIL— RD0FING CB0ENT APPLIED UNDER & 0N TOP OF ALL FLANGES TO COVER COMPLETELY DETACHABLE BAF,FLE OPTTON: SLIDE 3AFFI-E ONTO LOYIER OPENING IN ROOF. SEE -- ROOF VENT FLANGE AND SE',U»c INSTALL GUIDE FOR SIZE %AJITM 1'1.'2' RING SHANK AND LOCATION 1\0ILS, 4' O.C. MILLENNIUM METALS INC. Li A01.14-1UN . if Meets ASTM D4869 & D226 Types I & 11 Fiber grip slip -resistant walking surface Enhanced UV - 60 days exposure 25 x stronger than 15 Ilb felt 6 squares more per roll compared to 15 lb felt 17% more coverage per lap (42' width as compared to W for felt) Ease of installation - wider, lighter, more coverage per lap Synthetic construction inert to mold growth Lays flat and does not absorb water and wrinkle No oil leaching - no hazardous material content Class A Fire - ASTM E 108 (as pan of a system) Contributes to LEEDO points Texas Department of insurance Advanced backside non -slip coating Low temperature flexibility 0. Intertek Intutek CAN/CSA A 123,3 rMSceffiecL CCRR-1015 FRIC #FL15216 TEST & STANDARD R"040*00" U20 ASTM 15 L& FELT TYPICAL VALUE TYPICAL VALUE P—Ay ASI,. V4l W,rn I- T-SseersgrnASTM D151 OQ oft) kL,g— ASTM 07$1 M02MCO20% Mo 3% CD 4% Sli- AST. OL?.! Us T 12 uty Ma N--- TMck—A$r,v Q1111 1 -h to 57s" 5- T."P.— .'W WF LENGTH PER ROLL- 2W / 87 m VACITH PER ROLL; 42' 11.1 m VVE?GHT PER ROLL, 23.5 Ibs / 10.6 kg ROLL SIZE. 10 sq / 93 rn' ROLLS PER PALLET; 67 PALLET VVEJIGHT- 1,626 Ubs / 738 kg Om Aa 11 Q20,,, mw,uouroa k"emwicK. nis*fin ftod"um.%ion Charleston, SC - vamo~' SC - Mellon, SC - litorriteal, OC www.IntefWrap.ccxrVRhWPoRoof Toll Free; SM 713 7663 1 Tel: 778 945 2888 E-mail, Rylinofi!ocif" U20 is an air, water and vapor barrier and therefore must be installed above a property ventilated space(s), Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP All Protrusions from the deck area must be removed and ch—e the clack has no voids, damaged or unsupported -- Deck surface should be free of debris, dry arld moisture free USE RhinoRoof U20 most be covered by primary roofing within 60 days of application, U20 is designed for use under asphalt shingles, synthetic shingles, residential metal roofing and cedar shakes. APJIUCLATtOni, For slopes from 4:12 and higher RhmoRoof U20 is to be laid Out holizontafly (Parallel) to the eave with the printed side up, Horizontal laps should be 4' and Vertical laps should be 6'and anchored approximately I" in from the edge, For low scope (less than 4:12) applications it is recommended to overlap 50% plus I", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2 ;2, The use of roofing hammer, pneumatic air or gas driven fastener roofs is acceptable The use of straight edge cutting knives is recommended. xASTENERS For Same day coverage with primary roofing RhinoRoof V20 can be anchored with corrosive resistant 3/8" head x r leg roofing nails (ring "ni, preferred, smooth leg acceptable) The use of every other anchoring location printed on the product is also acceptable DO 140T USE STAPLES: the use of staples to perietrate RhinoRoof 020 will void warranty. ANCHORINI,. All anchoring nails most be fiosh, 90 degrees to the noof deck, and tight with the vnderlayment surface and the structural roof deck, Where seams and joints fegusie sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type ! such as Karnak, Henry, DAP, ?A8, Geocial or equivalent. Acceptable alte(nalsves are butyl rubber, urethane, and EDPM pissed caulk or tape sealant EXTENDED EXPG$URE, If RhinciRocif U20 product will be exposed Jorgvs than 24 hours and up to 60 days then product most ce .1tacrcl to the Structural 100f clieCk using a minimum I' diameter plastic or metal cap roofing nails {ring shank preferred but smooth leg acceptable) Miami -Dade approved tin tags or metal caps are also acceptable, and it is recommended for best Performance to use with the rough edge faring up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof U20 is not designed for indefinite outdoor e"sute. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional Precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps of a peel and stick tape could be applied to the overlaps, CAUBON - READ GOOD SAFETY PRAI.MCFS BELOW Good safety Practices should be followed on sleep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses, Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch, Faiii.ife to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety Practice Remember to sea) The nail holes after removing blocking, Say goodbye to traditional asphalt saturated felt paper - Break free from felt`" with RhinoRoofr' U20 synthetic roofing underlayment! RhinoRoof U20 is a highly engineered, mechanically attached, coated woven synthetic roofing undedayment for sloped roofs. RhinoRciof*s durable and high strength design along with its fiber grip walking surface provides a considerable improvement over asphalt saturated felt. The fiber grip textured walking surface can also be chalked just like felt. Gain an edge in productivity and profits; RhinoRoof's light weight, 42' width and 286 ft run length allows for fewer laps, cuts, and easier roll handling compared to felt. This means you can do more jobs in less time, use less labor, and inventory fewer tolls. Gone are the clays of blow -offs and call backs! RhinoRoof U20 is 25 times stronger than 15 to felt and therefore offers superior wind resistance and durability through heavy roof traffic and adverse 0 • weather conditions. Stay on track, take on more jobs aril sleep assured your U20 projects will remain intact and ied-in. RhinoRoof U20 will save you time and money with less material damage and fewer post -install repairs. Unlike traditional asphalt saturated felts, RhinoRoof U20 can be used in extremely tow temperatures without becoming stiff and difficult to unroll, It also does not dry out, crack, or teach oils in the heat like felt. RhinoRoof U20 is 100% synthetic and will not absorb water and wrinkle like felt. It lays fiat and will remain 100% impervious to mold. RNnoRc,of U20 can also be used in conjunction with RhinoRoof RSA or Titanium' PSU30 self -adhered underlayments, for ice damming protection along the eaves and in the valley areas, RhinoRoof U20 will continue to protect your long life primary roofing long after felt has turned to dust! Unlike felt, RhinoRoof U20 is also b 20 year manufacturer's a a 1k, backed by Break free m felt, chooseAI RhinoRooffUsynthetic roofingunderfifromInter -Wrap. EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 3sso*x/snxwSTREET, UNIT wza OXFORD, CT 06478 PHONE: ( z03)26a'yz*5 EVALUATION REPORT Intmrwram Inc Evaluation ReportN0510.Q212-R2 32923Mission Way FL15226'R2 Mission, BCVD/' 6E4 Date of Isaumnue;02/17/2812 Canada ana oRevision2: 04/27/2015 ScopE/ This [ vo| undoo Report is issued under Rule 61G20']and the applicable rules and regulations governing the use uf construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen. P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51^ Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: gNnw8pofUpdmrlaVnnent LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. Comnmueo0nmpuxmce' ThisExa| uadnnReportbva|idvnti|suchtimeaothenamedpmduct(s)chan0es'thereh*enced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement tonotify Robert Nieminen' P.E. ifthe product changes nrthe referenced Quality Assurance documentation changes, Tr|nitylERD requires acomplete review nfthis Evaluation Report relative to updated Code requirements with each Code Cycle. AovEnroxmEmnTheEva|watiunKeportnumberpecededbythevvprds`T/inityIFRDEva/uated"maybedisp| aywdin advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, acopy ofthis entire Evaluation Report shall beprovided tothe user bythe manufacturer ur its distributors and shall beavailable for inspection ot the job site atthe request o[the Building Official. This Evaluation Report consists ofpages 1through 3. Prepared by: Robert J.M.Nieminen, P\E. Florida Registration No. 59166, Florida DCA ANE1983 Th. fUlf— le°*Ppaalmg=^ft1w+Roben Rm.fe., c°04m7/201$,n~°="="°="w^ um"w*° w°.*°o° CERTIFICATION p"|NvEP,NOEwCE: 1. Trinity| omdoes not have, nor does itintend macquire or will uacquire, afinancial interest many company manufacturing or distributing products it evaluates. z Trinity |Enmis not owned, operated or controlled by any company manufacturing or distributing products it evaluates. a. Robert wiernmen, p.s, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation, wen»«, 7nnim|En000, Robert m/ommo"' P.E. are, |pany way, the Designer vfRecord for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement; RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein, 2. STANDARDS: 101on Properties Ltan4aro Year, 1507.2,3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.9.3,1507.9.5 on Heating ISO723,1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability I REFERENCES: Entity Exlminati2n Reference 2M ITS (T$T1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COO-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRoDucr DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5'1 This Is a building code evaluation. Neither Trinity I ERD nor Robert Nteminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ, 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 55 Allowable roof covers applied atop RhinoRoof Underlayments are follows: Tau I, ftoo:CoveatOrnoisis Underlayment Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Simulated Slate WA, No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6,2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type It underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC, Evaluation Report 140510.02.12-RZ CertifkateofAuthorizotion #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6_4 RhingRoaf U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4,2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; Roof She > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Sipe < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6,5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANNTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510,02.12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2: 04/27/201S Page 3 of 3 Synthetic Roofing Undlerlayment RhinoRoof U20 Installation Instructions RhinoRoof U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 2:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 212. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended, FASTENERS. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant, EXTENDED EXPOSURE: If RhinoRoof U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum I" diameter plastic or metal cap roofing nails ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer, RhinoRoof U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrae Roofing Products Division Charleston, SC * Vancouver, BC * Mission, BC * Montr6al, QC Web; www.InterWrap.com/roofing I E-mail: info@interwrap,com wearing a better .0d" Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida ' 8wi'io&Code Online hups:,!tUv,idubui|ding,u,,,lp pr_ pp_ddzop;(?pnmor vG[\XO7wt... Ift" 10d CRpmProduct Approval IJ-') USER: Public: User pm^ 8g K*uvv/z'Ap;*atmnpetmn E u v FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Ernai| Authorized Signature Technical Representative Quality Assurance Representative Address/ Phonc/Ennai| Category Subcategory FL1326S- R3 Revision 2017 Approved James Hardie Building Pr( ZG3OOLaAlameda Ste. 25O Mission Viejo, CAg]S91 909) 349-2927 p( ngshang.zhu@jarncsha/ HngshengZhu P| ngshengZhu lO9O1Elm Ave. Fontana, [AgZ337 909)349- 2927 pingshang.zhu@jornesho, MngshengZhu 1O9D1Elm Ave. Fontana, CA 92337 909)349'2927 piogsheng.zhu@jannesha/ Panel Walls Soffits 27]00 1: 27 PNI of3 Compliance Method Evaluation Report from a Florida Professional Eng\r Evaluation Report-H Florida Engineer or Architect Name who developed Ronald l. Ogavva the Evaluation Report Florida License PE-24121 Quality Assurance Entity {ntertekTesting Services Quality Assurance Contract Expiration Date 12/31/2020 Validated By ]ohnSouthard, PE. Validation Checklist - Referenced Standard and Year (of Standard) SLa ASTMC1186 ASTME33Q Equivalence o[ Product Standards Certified By Florida Licensed Prohessio Sections from the Code Product Approval Method Method I Option 1) Date Submitted 08/09/2017 Date Validated 88/25/2017 Date Pending F8CApproval 88/28/2017 Date Approved 10/10/2017 Summary mfProducts BL# Model, Number mrName Description 13265.1 ,HardieSoKlLPmne| s Hard|aSof5tPa/ panels 2 27{ I018 L27Pm 2of3 Florida Budding Code Online http-,://foridabtiiIding.or pi-,Ipi,_app_dti,aspx.1param=wGEV,KQ%vt,.- Limits of Use i installation It Approved for use in HVHZ: Yes FL13265 R3 Approved for use outside HVHZ: Yes I Erarne.ppdaff Impact Resistant: N/A F1_13265 R3 I Design Pressure: N/A EL1.32 5_R3 I other: For use in HVHZ install in accordance with NOA Verified by; Rc 17-0406,06 Created by Inc Evaluation Re FL13263PQ FL1 3.2 6 5__R3i Created by Inc T t n The State of Florida is an AA/EEC employer, 2-MaU-SM Under Florida lavr, email addresses are pubic records. If you do not want your e-mail address relea electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have ai Section 455-275, 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455 they have one. The emails; provided may be used for Drficol communication with the licensee. Howevi supply a personal address, please provide the Department with an email address which can be made av Chapter 455, FS., please click qgm. Product Approval Accepts: i ' Al 2/ 27/2018 1:27 PM 3 of 3 Florida Product Approval HardieSoffitO Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2684-17, Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieSoff it'1#-Z-'-0. Panels H" JamesHardie EF' FFGTIVE SEPTEMBER?01 3 a ;IS Visit P , :')10 PI S Cl, K L IMPORTANT FAILURE TO INSTALL ANO FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES ANDJAMLS HARDiE WRIP" TEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLYWARRANTY. BEFORE INSTALLATION, CONFIRNI THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 0 "A PRODUCTS OUTSIDE AN HZ10O LOCATION WILL VOID YOUR WARRAN 11 TO DETERKNE WHICH HAROIEZONE APPLIES TO YOUR LOCATION VISIT VAVIN.HARDIEZONE.COM OR CALL 1-866-942-7343 RHANDLING. I ---- & C.UTTING INSTRUCTIONS Store ilat 3n,' keen dry and covwcd prior 1 oumoops I Position f,(j!wx] station so UlaliAd wll 0OW (iti-St aiaray "Din toSt,110,3 siding ;vet Ir and oihevs 41 wofk-M area, saturated may result in shrinkage at butt 2, Use one of to k6wi,,nq melhock. louits. Carry product On edge. PnOteiCt I a Bin i, Saxe X14 snap ejji,s and corneis 'Tom brUk3fju 2al-rioS elect's V pneunut. Harare is not responsible for damage a. ee't I Dust 1+&C nq r;;n;iAaj smy equ Aped %th a HatijileBlav Av dale andKTW-acuoria M.V-ion caused hY improper storage anti 6andl,or; c. Gorid i. Oul rr;dur:nq cfc" Wiiii y Ut a Hard eHaW SaV4 U y the orocuct at for imii to modiXe ci:Anilli 1. Cut an using si:ue and soar, or stoats (MOM-1, elaOlc or DM'1140, 2, POSI,jon cijt!jnq station ir %pif-ventilaled area tilf'VER use a mwer Saw indoors 4EVER we a cxLAX S-aN Made wt doca TV Can a HarditRa(le ," bladetrawark rjinilFrk dry sweep, - Uale ';;0 surp, =ian orHaAvaCU`jQ1 tm,poiw Nate For m3mnum mxecuoo ftmr , *=(radle dust p aieca mi. James Itxwecantmenr[3 alw4ys t;Ziiq rSa feral C1atCv g nte7 txY wipe eastlill- NOS j-aertot; W raispators can I)e used in Cortivncten W!hatsm cut -wig tx k n x !iO'Vtt)e';"r;e OIL aual(es, Ai6j,"ecrial exp=to informatm ts X*lable at tintiv.iamesh tic, om to halp you deterrritn- the melt attiarciaiiiXe cutanga rilethed for )nur Im rLrat'reri lents. ifow.em "V.KA emsas &Aiitexiamury vNds or you do not vIh Tile jo,, prance:, ym -,j,Wd -I ftir tort"e, inkM"rWA1%v43 mn,jrfjaqoaj(C,,, -scu !ar W irygenr;t at ww GENERAL REQUIREMENTS: iiardiesomi, pareis may be installed over either steel of wood (ramliarl complying lxi(h ilie o" quildasg cod, see jererai fastener reguremerts Install s1hts to nominal 2 x 4 framing mernbers spaced a maximum of 24 inches on center (6g.4), Al edges must be sjppoqed by framing. (figs. 3 & 4) Install water batters and air banners as equr(ed by local building codes, James Hardie all assume no iusponsiUfty for moisture riffirallon. Ensve gutters have end cabs. Maintain a trinmurn 1" gap between end caps and siding 8 trim (fig.5), Install kiukeut fja,,nfjjg at roof -wall junctions. (fig 6.) Figure 1 130 140T use stain, o.; I/alkyd base raTit, Or X-iiiider CO3r"19 on -arries Hardie" Prozluc!s. INSTALLATION: 1-afdieSciffil parcels must De fastened to i solid, nadanle substrate such 19 a ,voccl 2x suttascia. Additional framing may be nodded to er)&;rt,' proper fastening. XZ Soffits can be installed as shovm in figure I Position the vent, holes toward the Outside Of the eave for opill"all airflow, 12' to 24"wide Vented !- ardieSoftit Panels, provide 5.O square sr,Cres Of net flee 4erlt,13ticrl per lineal fool. Alternatively vents car be installed into non -vertex soffit. it necessary, an insect screen can be installed using construction adhesive. s ptmv3 Note net free vantilaficr will be rt,,duced, Fastener Requirements Position fasteners 318" from panel edges and no closer than 2" array from corners when using offit greater than 12" wide ( fig. 4) and io -loser than I" away from corners tvhcn using soffit that is less than or equal to 12" wde (fig, 3), Figure 4 Jointing Methods Install Panels in moderate contact at ends, pfositdo pVC or metal jointers, imfens of leave Greater than appropriate gan and caulk {fig 2), Figure, 2 Figure 1 12" Wido, Soffit tram 1 Iess than or equalto 12" Wide Soffit H p'! 7V it am rj Ircm dq' l For add, lioral mformanon on Hardiq Nrap- we2ther Skrritr consuR James Hardie it I-866-41jai-6e or WARNING: AVOID BREATHING SILICA DUST t:'r A9art) IJG--,H li;' r,a "n 're rr.cm -j, r ht:!o r,,,kS Die 1i) nA13tl J tlrdl A (It or um eiS mum awri't vwlatui, (fi tjs! Um ceir1V 101 "1 C4, M 17!4nk" 41 Vai illt'- N-1103, uy,,i VA Eeia ri;i!, Mfirri*ninr,5 jrj Material $atelY Data en. avalad" at at 0 1 %0' FALURE TO At: fff TO ('vti Mlal4, AtZ i6T0.L,,ATIO,*41N3TR,]',T10r,S MAY L"AO 10 SERIU's Oq DEAT' SF I 203-PAi`3 6/13 btaiwa n a minimum i" gap between Figure 6 gutter and caps and siding & Inai- rl 4P dLhs3 fr ? Figure S srtr e aa x s+ dirg r fascia gutter and end cap FASTENER REQUIREMENTS For wvocid frame coast Lotion a minimum 4d comrmn nails spaced 8" o-c, at panel edges and intermediate framing members spaced up to 24' on center are suitable in most locations". For conventional 2093 steel frame canstruction a minimum Nto. S i 8 x (J.323" HD x t" I^rg ribbed hugie screws spaced o" o c. at panel edges and ,ntermediate frarning men:bsrs spared up to 24" on center are suitable :n most Iocat;wis" NIximum Basic Wind Speed differs by locality. "Wrldre specified levels of wind resistance are required, refer to applicable, Building Code Cornpiiance Rapors, PNEUMATIC FASTENING J; emes Hardie products can be hand railed or fastened v:i h a pneumatic toot. Pneumatic fastening is hicHy recommended. Sat air pressure so that the fastener is driven snug with the surtace of the siding. 4 flush mount attachment on the pneumatic tool is recommended. This wail help control the depth the nail is driven, If setting the nail depth proves difficult, choose a lotting that under dnveS the natl. (Cove under d!iven na;is snug with 3 sr^ oath la(.ed hammer - Does not apply for installation to steel €1drrY19). Tf% f KICKOUT FLASHING Because of the mume of water that can pour dowm a sloped roof, one of the most critical flashing details occurs where a roof intersects a sideMall, The roof must be flashed with step flashing. Where the roof terminates, install a kckout to deflect water away from the siding. It is hest to install a self -adhering membrane on the nail before the subfascia and trim boards are nailed in place, and then corne back to install the xirkout. Figure 6, Kickout Flashing To prevent ,eater tram dumping behind the siri rig and the end of the roof inter=llor, %%all a "lockout as required by IRC code K05.2 8.3 : ".,.flashing shall be a min. of 4" high and 4" vfide,' James F'ardie racammends the leickout be angled betty w, t 00' - i 100 to maximize water deflection GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro- galvanized are acceptable but may exh,bit premature corrosion Jaynes ltardia =ecounrionds the use of duality, hot-cippad galvanized nails. James Hardie is net responsible for the corrosion resistance o1 Fasteners. sia riess steel fasteners are recommended lvhen installing tames Hardier products near, the ocean, large bodies of water, or it very hurnid arnates.. corsuit applicable product evaluation or listing for correct fasteners We ard placement to specified design wind loads.. NOT,- Published :find leads may not be applicable to ail areas where dccal Budding Codes have specific jurisdsctien. Consult James Hard e Technical Services it you are unsure of applicable compliance dmumentaran. Onve tasteners perpend:.ular to sidng and framing, Fastener heads should lit snug against siding (no air space). (fig..A j 7o not overdrive nail heads or drive nads at an angle if nail is countersunk fill hoia and add a nail. (fig. rR) For wood framing, under driven nails should be hit flush to the plank .vlti a hammer ( For stoat training, remove and replace nail}, Do not use alominom fasteners, staples, or clipped head nails. Snug Flush Countersink, hill & Add Nail do not under no HOT Figure A 1=igure 13 drive nails STAPLE SF1203- P213 6113 CUT EDGE TREATMENT Caulk, paint or prime al field cut edges, Janes Hardie tactrup its ate rr gained ro to atT up COorlusprOduCts, CAULKING For best results use an Eiastornenc joint Sealant .omplyvrq with ASTNI C920 (]Wa NS, 71aS3 25 of higher or a Latex Joint Sealant complying withASTP;l C834, CaLllkng/Sealacl must be applied irt. accordance with the caulking/sealant rhaflufactlffff's Wn (ten instructions. Note: OSI Quad as well as some other caulking manufactuers DO NOT allow tooting. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. James Hardie products must be painted within 180 days for pfirnad Product and 90 Gays for wipfirried, IW% acrylic topcoats are recommended. D& not paint when wet. For application rates reter to paint manufacturers specifications. Back-roll,nrl is -eQui-ritiri it the siding ;s sprayed, COLORPLUS°' TECHNOLOGY CAULKING, TOUGH -UP & LAMINATE fareshotjla be taken when handling and cutting .lames Hardie CotcrPlus products, During installat-on use ajgt son cloth or ,oft brush to gently wipe oft any residue or consitructtort dust left on the product, then rinse aW, a garden hose. Touch up nicks, scraoes and nail heads using the ColorPlus, Tectricilcgy touch-up applicator- Touch-up should be used sparingly. f large areas require touch-up, replace We damaged area ,mo now HardieSottita parelwrtt ColoiPlus iecnnolagy Laminate meat must be removed immediately after installation Of each Course. Terminate non -factory cut edges into 'rim wnere rcss:bio. and caulk Color matched caulKs are available from your Calcrnus dealer, Treat all other nail -factory cut edges using the ColoiPlu4 Technology edge ,oateis, avavaclrl from your GoiafPlus' Product dealer Note: James Hardie does not warrant the usage of third party touch-up of paints us,,d as tou:h-uo on James Hardie Colorplus products, prcri,jenis with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up. v0l not be covered under the James Hardie CjjorPlus Limited Foish 'Narranty. PAINTING JAMES HARDIF'PRODUCTS WITH COLORPLUS"' TECHNOLOGY when repainting Cdcrctus products, James Hardie recommends the foi1c.,ang ragarc,q surface prepvatjan and topcoat application: Ensure the surface is clean, dry, and tree Of any list dirt, Or mildew Repriming is normally not necessary I co% acry lic topcoats are recommended Do wf use stain, ovaikjd base paint, of Powder coating on James Hardie--- Products application methoos, and appl!calinn temperatureApplytwishcoalinaccordancewithpaintmanufacturerswritteninstructionsregardingcoverage, 00 NO i caulk nail [leads when using ColofPluG prod6cts, refer to khe ColorPlUS IdUCh-UP s11000 FiECjwj I I Gt4 -wC 6vt I `xq_,i cwj e:, j,i:!i ASTM C I I W 2 1 RU 14j re tflttV't1 lot aK'LJv n tke Awv-i s03,66 1. Cot 'iA N_ 1--A, of HIjo %VPF,_-15n 3z.1263 Texas DrPevtirt Ct I ' ni"i 0 T,5 projv_-1 a -Dqr, `c af pl A, 11 llc- D, e4 -1 1,0,;k VtA 01-9aAl any rjl'k x"Qi'ld V aJM rit r All rqVts InGlabton Iniortnation, Warranties, and Wlrn:ngs are avaiiatie at JamesHardie r% Hyae Tridwo:`-,Tj Lv-110 '9*5'elel !!a TeInXil 0, jfd:e Tecrncl" t (M !rd oAwi, j a mesh. a rd ie.,-ctn SFI203- P3,13 6/13 SERIES 2723, 2724, 2728 GENERAL NO It S. STRUCTURAL BEAM MULLION (IMPACT) I THE PROEM( 1 SHOWN fit MIN IS DEl%Nl D AND MANUFACTURED TO COMPLY W{TH THE CUPIRIENI ftOKIOA BUIDDiN6 (ODE 1F130, EXCLUDING HVHl AND HAS BEEN EVALUATED Wl W2A L AACCORDING10THEkE)UOW)NG PAS 202'A AS I M I, 1310' r 4 4:) 2 ADEQUACY OF THE E XIS [IN(, S I RUC T URAi CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND K)H( E RE SE, I INI, SYS I E M CAPABLE OF WI I f 451 ANDINU AND TRANSFERRING APPI If D PKODUC I LOADS ED THE I OUNDA DON IS THE RESPONSIBILITY OP THE ENGINEER R ARk 1111 i C I OF RE LORD }OR THEE PRO l E( T OF INS FAt CAT ION 3 1 X AND 2X 8U,- KS I 'WHEN USE D) SHAI L K OESIUNED AND AN( HURED TO PRL PE F1 Y TRANSFER ALI LOADS I U I)A S 18U{ f URI, BUCK DE SI-N AND ;NSl At LA 1 ION IS JH L RE SPONSRIM I Y OF T fit ENGINEER OR AR( HI I ILL, I UP RECORD FUR I HE PROA ( I OF INS IALLAUON 4 THE ICISTALLA I ION bf TAIL S DESCRIBED HE HE IN ARE GENERIC AND MAY NOT RE F LK f AC I UAi LONLA I t0j-,5 FOR A SFE CLFIC Si 11, If S; I E iONDJ I R)N, CAUSE M TAt I A I ION TO DEVIATE RUMDit EWSDLiA I L D H E RE JN, A LICENSEDNSED EN(j RE ER 'It AfiCI I SHALL PREPARE SITE SPECifi( DOCUMENTS FOR UH USEWHDIjS DOCUMENT N NON VH AREAS- IN HVH? AREAS, ONE )ME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI DADE PERA S MULLION & (UP MATERIAL: ALUMINUM 600S 1S & 6063 IF, [AS NOTED) MULLIONS MAY BE USED WLTH ANY APPROVED FIENESTRANON PRODUCT, UNDER SEPARATE APPROVAL I SEE SPjffTS 5 10K)P INSTALLATION ANCHOR REQUIREMENTS FOR SP1011C ANCHORINt, REQUIR00ENJ[ S, IVU10ONtONFIGURADONS, AND DESIGN LOAD kAPAC If JES 8 INAILORDANCE WITH !Eit CURRENT fb+ ( H2Q DISSIMILAR METALE iN(CuDiNG IASiENE" THAT MAY LOME iNIOIONIACT WITH ALUMINUM UNIT FRAMING SHALT BE PRO I`Et-jil) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I GENERAL NOTES& TYNCAL HEVATIONS MUIHONS CROSS SEC ILONS 3 ANCHOR CLIP kONFP6URATK)NS 4 VERTICAL SECTIONS ANCHOR LOAD TABLES FOR 2721 ONE-WAY S MULLION ANCHOR LOAD TABLES FOR 2723 TWO-WAY 6 MULLION ANCHOR LOAD TABLES FOR 2724 ONE WAY I MULLION ANCHOR LOAD TABLES FOR 2724 TWO-WAY 8 MULLION — -- ANCHOR LOAD TABIELIFOR 2728 ON£ WAY 9 MUL ON ANCHOR LOADTAblISFOR2728TWOWA 10 i" WILIGN — I L j I L j LW1ILW2 TYPICAL ELEVATIONS INSTRUCTIONS: I DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2 (HOO 1, A MULLION THAT PROPERLY HIS THE FENESTRATK)N PRODUCT. 3 DETERMINE WHETHER ASSEMBLY REQUIRES ONE WAY OR TWO WAY MULLIONS: ASSEMBLIES (ONSbT: NG OF STAG KID OR SIDE BY SIDE ONiT'REQ0 L USE 0 F ONE-WAY MULLIONS. ASSEMBLIES(ONS:STNG OF MULI)PLE UNITS MULLED TOGETHER WIlli MULTIPLE MITI LIONS REQUIR E 111 OF WAYMULLEONS- 4. V'R" YI'IAT MUI LION Of Si6N PSP:SSURi MEETS OR EX( tt.)S RtGUEttDDESIGN PRESSURE OF OPENING U S,NI, (: HARTS ON SHEE I S 6 10 5 QUAI:Hi D CLIP TYPES APPEAR ON',i i Ef 15 3 & 4 MIJI I FPLF ANCHOR TYPE/SUBSTRATE/COP CQMBINATiONS VO IH N AN OPERIft, ARE ALLOWED 6 THE I J, SSJ, P Dt`,)(;N PRl,',50Rl, 08 MUYIJON OR FENESTRATION PRODUCT WILL GOVERN OVE RAL L ASSEMBLY DL,16N PRESSURE RAIIN6 Silver Line byArhiff n z 1 , I Z Z z 0 1 7 Z, zCd E REMA KS BY DATE 6TH F&C EDITION AC 110/1) D TA x q-T'TIE, . 71nO DROM I`i` c 9=11= — fwc cevl w M76 FL6067 DATE 10, 06. 17 DWG - BY: I CHK BY SCALE NTS n SWD014 Of 10 SERIES 2723 TUBE MULLION Mile SERIES 2724 NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. SERIFS 2729 I tyl 1.111 LTI m Wei Sitar Line byAfxk43m Z 6TH F8C EDMON AG 110/1-, SF, D 7 T)Ecox cr44, o z V BOpfAp, P.E ftCMWA PE . 737M JDB E0— BULL ft ])00/ iePE ml, Oi AUINOWZAlpB w mla FL N. FL6067 DATE. 10,0&17 Dwc BY CHK, BY AG I HFN SCALE NTS DWG,# SWD014 SHEET OF 10 5.50" M M T68" MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING Silver Line ArWefkn 1B z Qc E ll—, I DATE I. I'll IDMON AGtO/r, P Fts ISO TjATI naemA PE 737n eveLs CROM w FL6067 DATE 10.06.17 DWG By CHK 8, AG I HFN SCALE NTS DWG,I; SWD014 OF 10 EXTERIOR INTERIOR VERTICAL MULLION ANCHOR MULLION BRACKET 2722 1/4' MAX it 13 MIN EMIS SUBSTRATE BY MIN. EDGE D STANCE ANCHOR DETAIL MULLION ANCHOR BRACKET 2722 ANCHOR SCHEDULE SCREW EMBEDME EDGE SUBSTRATE INSTALLATION CITY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION IN.) IN.) WOOD ANCHOR 8 14 WOOD ANCHOR 1.5 035BRACKET2722 CONCRETE/ ANCHOR BRACKET 4 0 ITW TAPCON 1.0 2.50 MASONRY 50-2722ALUM1 1 ANCHOR 8 14" SELF -DRILLING SMS 1 3 THREADSMULLIONBRACKET2722 NOTE NOTE HEAD, SILL AND JAMB HAVE CE TAILS SHOWN ARE TYPICAL FOR ALL AJSIMILARDE7LS MULLION & CLIP ASSEMBLIES - SEE SHEETS 5-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES SUBSTRATE BY EXTERIOR VERTiCAt MULLION MIN EDGE DISTANCE ANCHOR DETAIL MULLION ANCHOR BRACKET 50-2722 HORIZONTAL TRANSOM MULLION 1/4- MAX MIN EMB MIN EMBED MAX it VERTICAL ------ 4 MULLION ANCHOR BRACKET 2722 VERTICAL SECTION ALUMINUM MULLION SIDE VIEW -VERTICAL Silver Line byArsdemn C* I t1128K iBY PATEELI'll 'E" 'CATIONAG 2412i C) Qj b 0 N A L. 11111111101" iEANES I, HORE90, PX nP E, . Wn MIS FL6067 DATE 10.06.17 DING BY C. BY AG HK IHFN SCALE NTS owc— SWD014 SHEET fl OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS_ )ONE-WAY L - Mull W - Tributary Wdth (in) Length (in) 18,0 20,0 1 22,0 24,0 26.0 1 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 42,0 44.0 46.0 48,0 50.0 52.0 24.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 11000 1000 1000 1000 1000 1000 1000 To 00 26.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 11000 1000 1000 1 1000 1000 10()0 1000 1000 28.0 1000 1000 1000 100.0 1_000 1 00-0 1000 100,0 1000 1000 1 1000 100o 1000 too 0 1000 1000 166 T 1_000 30,0 1000 1000 100.0 1000 l000 1000 1000 1000 l000 l000 1000 100'0 1000 l000 1000 1000 1000 1000 1 32.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1000 100,0 1000 34.0 1000 1000 1000 1000 1000 1000 1000 100'0 1000 1000 1000 100'0 1000 1000 1000 1000 100'0 1000 36.0 1-00o 1-000 1000 1000 1 100,0 1000 100011000 1000 1000 1000 100,0 1000 1000 1 1000 1 100,0 100,0 1000 38.0 1000 100,0 1000 1000 1 1000 1000 100'0 100'0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 40.0 1000 100,0 1000 too OT100-0 100.0 - 1 o 0-0 1000 1000 1000 l000 1000 1000 1000 1000 100.0 l000 I jo-O 42.0 1000 1000 100'0 1000 1000 1000 100,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 44.0 1000 100,0 1000 1000 1000 1000 1000 1000, 1000 1000 1000 100,0 1000 1000 1000 1000 1000 1000 4&0 1000 1000 1000 1000 1000 1000 100'0 1000 1000 1000 1000 1000 1000 1000 1000 1000 100'0 100.0 48,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 50,0 1000 100,0 1000 1000 1000 1 1000 1000 1000 1000 1000 1000 1000 1000 100.0 1_000 1000 1000 1000 52.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 54.0 i- 000 1000 1000 1000 1000 1000 100011000 1000 1000 l000 1000 l000 1 1000 1000 1000 1000 1000 56,0 1000 1000 1 1000 1000 1000 1000 100,0 1000 1000 1000 1000 1000 1000 1 1000 1000 1000 996 99-0 58.0 1000 1000 1000 1000 1000 1000 1 00_0T 1000 1000 1000 1000 1000 993 975 959 946 936 928 60,0 1000 1000 1000 1000 1000 1000 1000 10001 1000 1000 991 96,5 942 923 907 893 88,2 873 62.0 1000 100,0 1000 1000 1000 1000 1000 1000 1000 975 94 5 91,9 896 877 860 846 834 825 64.0 1000 100,0 1000 100.0 1000 1000 1000 1000 966 932 903 873 855 835 81.8 804 79,2 78,1 66,0 1000 1000 100,0 1000 1000 1000 1000 965 927 89,3 864 819 81 7 797 780 766 75,3 742 68,0 100'0 1000 1000 1000 1000 1 1000 97,1 92,8 890 858 829 804 782 763 1 74,6 1 731 71,8 707 70.0 1000 1 5 893 857 825 791 772 750 73 1 1 714 1 699 68.6 675 72.0 1000 100 0 300.0 100 0 100.0 95.1 90.3 861 825 794 766 74,2 72 1 702 685 670 657 64 5 74.0 100.0 100.0 1000 1000 97.3 1 919 872 83.2 797 766 73 9 7 15 693 675 658 643 63.0 61.8 TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES, SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/ 16" ITW TAPCONS CONCRETE: 3/ 16" ITW TAPCONS METAL: 12- 14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF I". WOOD SHALL BE MIN. S.G.=O.SS- HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 1 2-112". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 10 CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-112". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063- TS, 2723 SiNer Line b ArWm- n m Z 5 MD"' onz ONE-WAY MULLION DIAGRAMS REMARKBY DATE 6TH F&C EDITION I Ar, 10/17 IQUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING q- --$- --$- --($I- MULUON ANCHOR BRACKET 50- 2722 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING F, i,J0 7 ( D TA Qj 0 % 4 ONM_ I' llm % iD§ f5 I ow_* Q PE. A P 73)" FL6067 DATE 10.06. 17 DwG BY CHK BY AG NFN SCALE, NTS DwG # SWD014 I SHEET OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (m) 18,0 1 20,0 1 22, 24,0 26,0 1 28,0 30,0 32,0 4 036.0 38.0 40.0 42.0 44, 4&0 1 48.0 1 50.0 52,0 24.0 1000 1000 1000 1000 1000 1 1000 1000 1000 1000 10001 1000 1000 1000 100,0 1000 1000 1000 1000 26,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 l000 1000 100'0 l000 l000 1000 1000 28.0 l000 l000 l000 l000 l000 l000 l000 l000 l000 l000 loo'o l000 l000 l000 l000 l000 l000 l000 30.0 1000 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 10o'0 100,0. 10o'o 1000 1000 1000 990 32,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100,0 100,0 100,10 1000 1000 965 928 34,0 too o too o loo o l000 l000 l000 too o l000 l000 1-o0o l000 loo.o loo.o loo.o 983 946 908 873 36.0 1000 1000 1000 1000 1000 1000 1000 11000 1000 1000 1000 1000 100'o 1 975 93,2 89,3 85,8 825 38.0 10o 0 1000 1000 1000 1000 1000 1000 1000 1000 1000 lob 0 1000 967 923 883 846 81.2 78.1 40.0 1000 1000.1000 1000 1000 1000 1000 1000 1000.1000 1000 965 91,9 877 E) 839 804 1 772 742 42,0 1000 100011000 1000 l000 1600 l000 l000 1000 1000 967 919 87,5 835 79 " 79,9 766 735 707 44.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 975 923 877 835 79,7 76 3763 731 702 675 46.0 1000 1000 1000 1000 1000 1000 1000 1000 1;87 932 883 839 79.9 763 3 0730 699 67.1 645 48.0 1000 1000 1000 1000 1000 1000 1000 1000 946 893 846 804 76,_6 731 K8369 9699 670 643 618 5wo, 0 l000 7 o -00 1-00-0 10-0 -o 1-000 7-000 1 o 0-0 9_6 _5 90_8 8'5_8 81,2 77,2 73,5 70,2 67 167.1 643 617 594 52.0 1000 1000 1000 1000 1000 1000 990 1 928 873 825 781 74,2 703 675 64 564,5 61.8 594 57.1 5U4, 0 100,0 1000 1000 1000 1000 1000 953 893 84.1 794 7522 71 5 68 1681 650 62 1621 596 572 550 56.0 1000 1000 1000 1000 1000 984 91 9 861 811 76,6 725 68,9 656 626 59,9 574 551 530 58,0 1000 1000 1000 1000 1000 95.1 887 832 78,3 739 700 665 63A 605 57.9 554 532 51 2 60,0 1000 1000 100,0 1000 990 91.9 858 804 757 71.5 677 643 613 585 55,9 536 51.5 495 62.0 100,0 1000 1000 1000 95,8 889 830 778 732 692 655W62 2 593 566 54.1 51.9 498 479 64.0 1000 1000 1000 1000 928 861 804 754 709 670 635 603 57A 54,8 52A 503 482 46t66,0 1000 1000 1000 975 900 835 780 73.1 688 650 616 585 557 532 508 487 468 450 o 1000 1000 1000 946 873 81.1 7 To 9 668 63.1 597 568 154,1 51.6 494 473 454 437 1 70.0 1000 1000 91.9 848 788 735 689 649 61 3 58 0 55 , 52 5 59 441 424 1, 000 1 47 429 41.2 86 9 80.2 74.5 69b fi5 Li 57 9 549 1 522 1 497 47.4 45.3 43.5 41.7 40 1 TABLE NOTES 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4- SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, S, ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-112-. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2", CONCRETE SHALL BE MIN, 4000 PSI. METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA, (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5, Silver Line byAnderNk sen m z MULLION- RENIARKS BY DATE 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY V's F. QUALIFIED ANCHOR CLIPS Z 71 a 1p, •"$TATqF 0 N AL 3[flYES' wwi- - fl P . W 737M PILO" oftom w t 0- a, Or MULLION ANCHOR BRACKET_2722 Wit X ""D`"'^- p n ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 DATE 10.06.17 DWG By CHKBY- 4- __+_ AG I H F N SCALE NTS L- OU DWG - SWD014 T SHEET MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM (6063-T6) OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS 12NfLWAY L - Mull W - Tribulafy Width (in) Length hn) 18.0 20.0 220 24.0 26.0 1 28.0 30.0 32.0 34.0 36.0 1 38,0 40.0 42.0 44.0 46.0 1 48,0 1 50.0 52,0 24.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 26.0 1000 l000 1000 1000 1000 1000 l000 1000 1000 1000 1000 1000 1000 1000 l000 100'0 1000 l000 28.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 30,0 1000 1000 00 1000 1000 1000 1000 1000 1000 1000 1000, lob 0 1000 100.0 1000 1000 1000 1000 too 0 32.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 34.0 1000 1000KOO 1000 1000 1000 100'0 100,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 3&0 1000 000 7000 1000 1000 1000 10001100,0 1000 1000 1000 100,0 1 1000 1000 1000 1000 1000 1000 38,0 1000 1000 1000 1000 1000 100,0 100011000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 40.0 1000 1000 1000 1000 1000 1000 100'0 1000 1000 100'0 .1000 100'0 1000 1000 1000 100'0 1000 1000 4ZO 1 100'0 1000 1000 1000 1-00 o 100.0 10-00 1000 1000 1000 l000 1000 1000 1000 1000 1000 1060 44.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1000 1000 100,0 1000 46,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100 5- 1-00o 10-00 10-00 1000 1000 1000 48.0 1000 1000 l000 1000 l000 1000 1000 1000 1000 1000 1000 1000 1000 l000 l000 1000 1000 1000 1000 50.0 l000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 5ZO 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 too 0 1000 1000 1000 1000 1000 1000 1000 54.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 56,0 1000 1000 1000 1000 1000 1000 100011000 1000 1000 11000 1000 1000 1 1000 1000 1000 996 990 58,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 993 1 97 5 959 946 936 928 60.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 991 965 942 1 923 907 893 882 873 62.0 1000 100,C) 1000 1000 10001 1000 1000 1000 1000 975 945 919 896 877 860 846 834 825 64.0 1000 1000 1000 1000 1000 1000 1000 1000 966 932 903 877 855 835 81.8 804 792 78.1 66.0 10 100.0N 1-00-0 1000 1000 1000 1000 96,5 927 893 864 839 81 7 797 780 76,6 753 742 68.0 100 100,00 1000 1000 1000 1000 97.1 928 890 858 829 804 78,2 763 746 73A 71 8 707 100070.0 100,0 1000 1000 1000 984 936 893 857 825 797 772 750 73 1 714 699 686 675 loo') 72,0 1000 1000 10 1000 825 794 766 742 72 1 70.2 685 670 657 645 74.0 1000 1000 1000 1 1000 973 1 91 9 1 872 1 83 T 797 1 762 730 70,2 677 65.51 589 Silver Line MULLION MULLION-, REMARKS BY GATE ONE-WAY MULLION DIAGRAMS 161H FBC EDITION I AG 110/1; TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS S FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS QUALIFIED ANCHOR CLIPS F 0 f N T - 9; uj Z CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN, .=0.55. MULLION ANCHOR BRACKET 2722 ALUMINUM l6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING S F. MC*Eft P,E E .m INIW '3 AP FL6067 VATE 10.06.17 HOLLOWCMUANCHORSSHALLHAVEAMIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF DWG BY AG CHK, BY HFN 2- 1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2", CONCRETE SHALL BE MIN. 4000 PSI. oz SCALE NTS DWG- SWD014I METALANCHORSSHALLHAVEAMIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE, I-T_ --- STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK SHEET ALUMINUM 6063-T5. MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM (6063-T6) OF 10 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width {in) Length On) 18.0 1 20.0 1 22,0 2*0 1 26,0 1 28.0 30.0 1 32.0 34.0 3&0 38,0 40.0 42,0 44,0 46,0 4&0 50.0 5ZO 24.6 l000 Iwo iboo l000 1000 1000 1000 1000 1000 136NO ()001000 1000 1000 1000 1000 1000 1000 1000 1000 2&0 1000 100011000 1000 1000 1000 1000 1000 1000 1(),)o1000 1000 1000 1000 1000 1 00_0 100.0 l000 1000 2&0 1000 100011000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1000 1000 30.0 1000 100011000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 99,0 32.0 1000 100011000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 965 928 1 34,0 1 1000 1000l1000 1000 1000 1000 1000 100,0,1000 1000 1000 100.0 1000 1000 1 987 946 908 873 3&0 1000 1000 10001 1000 1000 100T0 1000 1000 1000 1000 1000 1000 1000 975 932 893 858 825 38.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 96,7 923 883 846 81.2 781 40.0 1000 1000 100,0 1000 1000 1000 1000 100.0 7000 1000 1000 965 91.9 877 839 80_ 4 772 74,2 42,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 967 919 875 835 799 766 73,5 707 44.0 1000 1000 1000 1000 1000 1000 100.0 100.0 1000 97.5 923 877 835 797 763 731 702 675 46.0 1000 1000 1000 1000 1000 1000 1000 1000 987 932 883 839 799 763 730 699 671 645 48.0 1000 1000 1000 1000 1000 1000 1000 1000 946 893 846 804 766 731 699 670 643 618 50.0 1000 1000 1000 1000 WO 0 1000 1000 965 908 858 81.2 772 735 702 671 643 61.7 594 52O 1000 1 1000 100,01 1000 1000 1000 990 928 873 825 781 74_2 707 1 67,5 645 61 8 594- 57-1- 54.0 1000 1000 10001 1000 1000 1000 953 893 841 794 752 71.5 - 681 650 621 596 572 550 56.0 1000 1000 10001 100.0 10_00 98 _4 9_19 86. 1 81.1 76 6 72_5 689 656 626 59 T 57.4 551 530 0 100.0 1000 1000 1000 1000 95.1 887 832 783 739 700 i6_5 63 _4 60.5 57.9 554 532 51.2 60. 0 1000 1000 1000 1000 990 91 9 858 804 757 71 5 677 64,3 61,3 58,5 559 536 51.5 495 620 1000 1000 1000 1000 958 889 830 778 732 692 655 622 593 566 54.1 51.9 498 479 64. 0 1000 1000 1000 1000 928 861 804 754 709 670 635 603 574 548 524 503 482 464 66. 0 1000 1000 1000 97.5 900 835 780 731 688 650 61.6 585 557 532 508 487 468 450 68, 0 1000 1000 1000 946 873 81.1 757 709 668 63 1 597 1 568 5411 516 494 473 45A 43,7 70. 0 1000 0 0 00 00 0 91.9 54 8 78 8 735 689 649 61.3 580 5_51 525 501 479 459 1 4 1 424 1 00 0 7 5 893 825 766 71.5 6 Z 0 631 596 564 536 510 487 3 447 1 429 412 74, 0 1 0 9 4 8 6_ _9 802 745 695 55 6147_9 5469+_522 497 47 41 4 4 1 01TABLE NOTES: 1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 1 SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: # 12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF I". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2- 1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, 18 GA, (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8 THICK ALUMINUM 6063-TS. E QUALIFIED ANCHOR CLIPS I MULLION ANCHOR BRACKET 2722 ALUMINUM { 6063 --T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50-2722 2724 ALUMINUM I6063-T6) FOR CONCRETE ANCHORING Silver Line f z z 16TH FBC EDITION I AG I 10/l/ I S IF 0 Z' 0 7 TA C) Olei At HEib" F WORERO, P E FEOl9lr p 73M 1ME BEACK R 33904 FIDE CERT, FL6067 DATE, 10. 06.17 DWG, BY I CHY, BY SCALE, NTS 3 i' SWD014 OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONEANAY j W - Tributary V\hdth Im) Length (in) 18.0 20,0 220 2*0 26.0 28,0 30.0 1 32,0 1 34,0_ 36.0 38,0 40,0 42.0 44.0 46.0 48,0 50,0 52,0 24.0 1000 1000 1000 1000 1000 1000 1000 10001 1006 1-000 1-000 1000 1000 1000 100'0 1000 1 1000 1000 26.0 1000 1000 1000 1000 1000 l000 1000 l000 1000 1000 1000 1000 1000 1000 1000 l000 l000 1000 28.0 1000 1000 1000 1000 1000 1000 1000 100'0 1000 100'0 1000 1000 1000 1000 1000 1000 1000 100'0 30.0 100T0 1000 1000 1000 100'0 100'0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100'0 1000 320 1000 1000 1000 1000 100'0 l000 1000 1000 1000 100'0 1000 1000 100'0 1000 100'0 1000 1000 1000 34.0 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1_00'0 100'0 1000 1000 1000 1000 l000 1000 1000 36,0 1000 1000 1 100'0 1000 1 1000 1 1000 1000 1000 1000 1000 110001 1000 1000 1 1000 1000 1000 1000 1 1000 38.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100010 1000 1000 1000 100.0 1 1000 40.0 1000 1000 1000 1000 1000 1000 1000 1000, 1000 1000 1000 1000 1001000 1000 1000 1000 10() 0 1 1000 42.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100 T 100 0 1000 1000 Oo o 44.0 1000 1000 1000 1000 1000 10 1000 1000 1000 100'0 1000 1000 10001000 1000 1000 1000 1000 1000 4&0 1000 1000 1000 1000 10010 1000 1006 100 fl 1-000 1000 1000 1000 1000 1000 l000 100 T 1-000 100.0 1000 48,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 10001000 1000 1000 1000 1000 1000 50,0 1000 1000 1000 1000 1000 1000 1000 l000 1000 l000 1000 1000 1000 1000 1000 1000 1 l000 165 K2_.0 1000 1 1000 1 1000 1000 1000 1000 1000 1000 1000 1000 1000 100 0 1 ORO 0 l000 1000 1000 1000 1000 54.0 1000 1000 1000 1000 1000 1000 l000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 56.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 996 990 58.0 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 993 975 959 1 946 936 928 60,0 1000 1000 10_00 1000 1 -000 1000 1000 1000 1000,1000, 1-600 1000 991 965 942 923 907 1 893 88,2 87,3 620 1-00O 1000 1000 1000 1000 10001 1000 975 94.5 91 9 896 877 860 846 834 825 64,0 1000 1000 100'0 1000 1000 100.0 1000 100 0' 966 932 903 877 855 835 81.8 804 792 781 6&o 1000 1000 1000 1000 1000 1000 1000 T6 _ 927 893 864 839 817 797 780 766 753 742 68,0 1000 1000 1000 1000 1000 1000 97.1 928 890 858 829 804 782 763 746 73 1 71 8 707 70,0 100 0 1000 1000 100 0 1000 984 936 893 817 821 797 772 710 73.1 71 4 699 686 675 2_0 1-00-0 1 1000 1 1000 100.0 1-00-0 95.1 903 861 82 5 79.4 176.6 1742 72.1 702 685 670 657 645 1QU- 1 1000 1 1000 1 1000 1 973 91.9 872 832 71.5 1643 67.5 65.8 643 630 61.8 11 --- 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: # 12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2- 112". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-112", CONCRETE SHALL BE MIN, 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. 2728 Silver Line NAndemen Z MULIJON-\ z time Na h IREMARKS I BY I DATE ONE- WAY MULLION DIAGRAMS 6TH FBC EDITION AG I ion) MULLION D ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM ( 6063-T6) FOR WOOD SCREW OR MULLION TO MULIION ANCHORING MULLION ANCHOR BRACKET 50-2722 ALUMINUM ( 6063-T6) FOR CONCRETE ANCHORING F 0 o TATE 51 wants r. 01 / ONAIL 11011114" 1" IM P-E 73mswatamP$ . mac FL 9 FL6067 DATE 10. 06.17 DWG. BY CHK. BY SCALE NTS I- # SWD014 SHEET L OF 10 MAXIMUM DESIGN PRESSURE CAPACITY L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.o-T-2670-T 28o 30.0 32.0 34.0 36.0 38,0 40,0 42.0 44.0 46.0 1 48.0 50,0 52.0 24.0 10_00 1_000 1000 1000 1000 1 1000 1000 l000 1000 1000 1000 1000 1000 00 01000 l0001 "o 0 1000 1000 100-0 2&0 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1000 1000 001000 10001000 1000 1000 1000 28,0 1000 1000 1000 1000 1000 1000 1000 1000 1000 710-00 100.0 1000 Oo 1000000 15001000 too 0 l000 100 0 30,0 1000 1000 1000 1000 1000 100'0 1000 100,0 1000 1000 1000 l000 1000 1000 10001000 l000 1000 990 32,0 1000 1000 1000 000 1000 1000 100,0 1000 1000 1000 1000 1000 1000 1000 10001000 100, o 9 65 9 82 34-0 1000 1000 1000 1000 1000 1000 1000 1000 100 0 100.0 1000 1000 1000 1000 98 7987 946 908 87,3 36.0 1000 100011000 1000 1000 1000 100,0 1000 1000 10001 1000 11000 1000 1 9715 93293,2 893 85,8 82,5 38,0 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 1000 1000 967 923 883 846 812 781 40.0 1000P(o)(0) 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 965 91,9 877 839 804 772 742 42.0 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 967 91.9 875 835 799 766 735 707 4-0 1000 10-00 1000 1-000 1000 1000 1000 1000 1000 975 923 877 835 797 76 731 702 675 46.0 1 (00) 1000 1000 1fo-00 1000 t)o 01000 1000 1000 987 932 883 839 799 763 730 699 671 64_5 48.0 1000 l000 l000 oo o i ) 10001E1000 100,0 1000 946 893 846 804 766 73.1 6_9_9 670 64.3 61.8 50.0 1000 1000 1000 1000 1000 1000 1000 965 908 858 81.2 772 735 702 67,1 643 61.7 594 52.0 1000 1000 1000 1000 1000 1000 990 928 873 825 781 742 70--7-- 67_5 64.5 61.8 59A 57.1 54,0 1000 1000 1000 7- 00 o I) 1000 1000 953 893 84.1 794 752 715 681 650 621 596 572 550 56,0 1000 1000 10001 1000 1000 984 91.9 861 81 1 766 725 689 656 1 626 j 599 574 551 530 58.O 1000 1000 1000 1000 1000 95.1 887 832 783 739 700 665 634 605 579 554 532 51.2 60.0 1000 1000 1000 1000 990 91.9 858 804 757 715 677 64,3 61.3 585 5159 536 51,5 495 62.0 1000 1000 1000 1000 958 889 830 778 732 692 655 622 593 566 541 51.9 498 479 1 64.0 1000 1000 1000 1000 928 861 804 754 709 670 635 603 574 548 524 503 482 464 68.0 000 1000 1000 975 900 835 780 73 1 688 650 616 585 557 532 508 487 468 450 68,0 1000 6] 1000 1000 946 873 81.1 757 709 668 631 597 568 54.1 51.6 494 1 473 454 437 1 FO _0 0 000-0 1000 1000 91.9 84.8 788 735 689 649 61 3 580 1 55 1 525 50 1- 479 1 459 44.1 424 72.0 001000EE 10001 975975 893 825 766 71.5 670 631 596 564 536 51 0 487 466 1 447 429 41.2 74.0 1000 100 04 94E8 869 0.2 745 695 652 61 4 579 549 522 497 47.4 4 5 34 3 5 417 4 Silver Line Z z' MULLION-\ r Z" MULUON- cc CE REMARKS by DAfE 6TH FBC EDITION AG 10/1 TWO-WAY MULLION DIAGRAMS 1. F TRIBUTARY WIDTH = VVI-W212 1 TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPSCLIPDETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5, ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 6. INSTALLATION SUBSTRATES: ALUMINUM (6063-T6) WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1"- WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING SHALL BE MIN. S.G.=O.SS. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-112". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTIM C 90- CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE Mft 4000 PSI. METAL ANCHORS SHALL HAVE A MIN, (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN, 18 GA. (0.045"THICK) 33 KSI YIELD, ALUMINUM SHALL BE MIN, 1/8" THICK ALUMINUM 6063-T5. MULLION ANCHOR BRACKET S0-2722 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING S F, iyo 7§ TAA q %6L ONAk_ MY." f, MOREa0. V.E. Y1pigA G E, . 73M Stkl)C DROM W WE 0- BEMn ft1 #Ui FL6067 DATE 10.06.17 DWG BY I CHK BY ALE NTS fJWG.a.',XA/nf)ld OF 10 SILVER LINE WINDOWS AND DOORS Vl SERIES170 SERIES PICTURE & FIXED SPECIALTY WINDOWS (294012950) GENERAL NOTES. I THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING . AAMA/WDMA/CSA 101/1,S,2/A440-11 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3 IX AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED SPECIFIC IENGINEERORARCHITECTSHALLPREPARESITE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER OR AHJ, 5, APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6 WINDOW FRAME MATERIAL PVC 7, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I GENERAL NOTES & GLAZING DETAILS 2 ELEVATIONS & ANCHOR LAYOUTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 72,0'X 74 0" SINGLE PICTURE 50/-50 PSF NON -IMPACT 96 O'X 54 0' SINGLE PICTURE 50/-50 PSF NON -IMPACT 710" X 82,0" SINGLE PICTURE 50/-50 PSF NON -IMPACT 76 0" X 62,0" TWIN PICTURE 50/-50 PST NON -IMPACT 95,0" X 48 0" TWIN PICTURE 50/-50 PST NON -IMPACT 95.5" X 74,0" TWIN PICTURE 35/-35 PST NON -IMPACT 85,5" X 84 0" TWIN PICTURE 30/-30 PSF NON -IMPACT 95 5" X 84 0" TWIN PICTURE 201-20 PSF NON-JMPACT 107,75" X 74 0" TRIPLE PICTURE 40/40 PST NON -IMPACT 107 75" X 48 0" TRIPLE PICTURE 50/-50 PSF NON -IMPACT 64' O.A.INSULA I'ED GLASS ExIER)oR )Nlmot 112- MMGAS, I0 611E Gil WING DFTAII LAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E -1300 GLASS CHARTS REQUIREMENT Sitver Line A, 13 z LI- MLtLs BY DATE FTH I'll EDITION 1, 214 TAz 51t I' l,9% P-E PIC . 73na Jib amow Mom PX tOLVDP 3M A L K cut Of AYMi91iZA1tON Nw MINI FL# FL14918 DATE- 09.28.17 DING BY: CL DWG. NFN SCALE. NTS Dw- SWD021 SHEET 111 UNIT MAX. IDTH 72,0" Wt I -- UNIT MAX. HEIGHT 82 V, ELEVATION L HE 6" FROMMAX. CORNER (TYP.) (TYP.) 15.5"MAX. AAk (TYP.) IT 6,0" FROM CORNER (TYP.) AAX HT 4"MAX, (TYP.) ANCHOR LAYOUT THROUGH FRAME jr2. 0"FROM CORNER (TYP.) 4" MAX. (TYP.) 2 "1 FROM CORNER (TYP.) T. . . . . . . . . . ANCHOR LAYOUT Silver Line 0 0 ut REMARKS BY DATE 6TH FBC EDITION FM 10/1; F C) 7 7 -10 TA ir z ku ts/ONA'- P,E13M 9 ORWS, 30 f G.WiA BEACH OL " 3w &M taut c"T w W"oft.+ mn FL14918 DATE 09.28A7 DWG, BY: CHK. BY. CL I HFN SCALE NTS DWG # SWD021 W) 1W) --- H) (H) (H) (H) DINejLj H) TE JH) (H) (H) t J- -L- m J- TH) ( IH) UNITS OF THE SHOWN SHAPES ARE ALLOWED PROVIDED CONSTRUCTION, GLAZING, & ANCHORAGE ARE PER DETAILS SHOWN HEREIN. ALL SHAPED UNITS SHALL FIT WITHIN THE RECTANGULAR AREAS AS SHOWN MAXIMUM W = 53" MAXIMUM H - 73" MAXIMUM DP=,/- 55 PSF NOTE WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA, ANCHOR SPACING SHALL NOT EXCEED THOSE SHOWN FOR LONG OR SHORT LEG OF UNIT. Silver Line byAa&6en iD g REMARKS BY IIATE 5TH'.CEDITION S F 0 "1 Y' ' o Z 7 T T o ONAI- P E . 7 amp" Mom 04 0 = 9Lw3m ' I," RK = I. 0 .INOPoZAM FL FL14918 IIATE: ATE U9.2 I- 7BY I SCALE: NTS I D- G, # SWD021 SHEET 47 o EXTERVOR LAZING It SHEET I INTERIOR iLAZING It SHEET I Silver Line tAO ncler" ffl ID ZING SHEET I REMARKS BY DATE 6TH FBC EDITION FM 20/17 INTERIOR 3LAZiNG fill,/ OL SHEET I F 0 " 1 70 TAAT Ir z O'NA'L I'Low. p E - 731" silo" Mom we ass E D— W-U. OLDMGBEACH , W .Us mn FL # FL14918 DATE 09.28.17 DWG, BY, CHK BY CL I Hi N SCALE NTS DWG, # SWD021 rVERTICAL SECTION VERTICAL SECTION SHEET 116LAZIN6 DETAIL SHEET I Dl C) HORIZONTAL SECTION FRAME JAMS fff SEE GLAZING DETAIL SHEET i MAX. FRAME WIDTH HORIZONTAL SECTION 4 INTEGRAL MULLION POST W I REINFORCEMENT$ SEE GLAZING SEE NOTE I DETAIL SHEET I / G31 INTERIOR Ono EXTERIOR MAX. FRAME WIDTH HORIZONTAL SECTION INTEGRAL MULLION POST D L SEE GLAZING DETAIL SHEET 1 HORIZONTAL SECTION FIN JAMB NOTE 1: HORIZONTAL SECTION IS ONLY FOR RATINGS 107,75 " X 48,0% TRIPLE PICTURE WINDOW, DESIGN PRESSURE +50/-50 96,00" X 48.0", TWIN PICTURE WINDOW, DESIGN PRESSURE -50/-50 Silver Line bAnderseh m I 1-iRIM Nll— bK1111— ' 11 O z 7 0 4 z C) 2 0 2 Z Z0 0 REMARKS BY DATE 6TH FBC EDITION FM 10/1 XXLI11111LJJJJ/X S F. 0 SJONA N%Ns E w 737n 3" E. 0 9EACH 8L0— SE K FL W D.I)RaAnw - Mn FL P FL14918 DATE 09.28.17 DWG. BY. I CHK, BY SCALE NTS DWG # SWD021 SHEET, MIN. EMS, SUBSTRATE BY OTHERS MIN EDGE DISTANCE i/4„ MAX. SHIM SPACE EXTERIOR INTERIOR A ANCHOR DETAIL 5 NAIL FIN )HEAD) NOTE: SILL AND JAMB HAVE SIMILAR DETAILS MIN, EDGE DISTANCE SUBSTRATE BY OTHERS MIN, EMS, MAX. SHIM SPACE EXTERIOR IIII INTERIOR g ANCHOR DETAIL 5 THROUGH FRAME (HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN EDUE WOOD MIN SG = 0.55 10 WOOD SCREW 1.5" 0.75" METAL 18 GAUGE 3 THREADS MIN Steel, MIN Fy = 33KSI 10 TEK SCREW PENETRATION BEYOND 0-75" THROUGHFRAME METAL CONCRETE: fC = 3000PS 1l4" ITW TAPCON 1.75" 2-5" MASONRY. CMU per ASTM C90YC=200OPSI 1/4" ITW TAPCON 1.75" 2.5" WOOD MIN - 55 S WOOD SCREW 1.5, 0.75' NAIL FIN METAL. 1S GAUGE Steel MIN. Fy = 33KSI S TEK SCREW PENETRATION BEYOND 0.75' NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME, BY OTHERS 1 1/4" MIN. EMBEDMENT . 1 1/2" MIN. EDGE DISTANCE 2" MIN. EDGE ---•. DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL INSTALLATION NOTES: L. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHW(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 6, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 7. FOR HOLLOW BLOCS( AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCS( OR EDGE OF MORTAR JOINT INTO FACE SHELL OF $LOCK. 8- INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. Silver line IryArN;; ri!'r! Hri Y r' K Nl X19tit 0 Q ZsZ 4 q Q Qp z n a P, z `z S 5Q ON O _ 2pCSz 4 mIZm, w Q O R 2 a z REMARKS BY DATE 6TH FBC EDITION FM I SD/1" 0%jI11iiE)IT7j' 0 T f1AL rtproA v.E. rWaAo weWBixnxcBrtovs, 3" E. DANK BEACH fiL3 1330DANABEACH, {i 33BM savE arts. a AunxrozArwN e». mn FL #. FL14918 DATE: U9.28.1I DWG, BY: CHK, BY: CL HFN SCALE, N iT S DWG Is SWD021 SHEET I I 3/7/2018 Florida Building Code Online Lei 51 IJ5,, Registryt w, Hot sub"I't st')n 6 PWA'C"I"(,'F' rBc' Staff acis Sit,,, Mat) Ueks sea"j, CIS Hon,- Log 1 dbProduct Approval PWAc (;aer 11 A ,.,t I AppliCation Detail FL # F120461-R3 Application Type Revision Code Version 201.7 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton, OH 435t7 419) 298-1740 rickw r-wbidgconsultants,coi,n Authorized Signature Vivian Wright rickwrp)i wtildgconsultants,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report From a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E, Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Pq! Referenced Standard and Year (of Standard) Stanc!Arq y .V_ar 10111I.S.2 1997 ASTNI E330 2002 ASTM E331 2000 TAS 202 1994, Equivalence of Product Standards Certified By Sections from the Code https:,Ilfloridat)uilding,orgipr,'pr,_app__dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblatilLF8nUuHQRApMgRc3A%3doo3d 1/6 3/7'2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # Model, Number or Name Method I Option D 12/13/2Ot7 12/13/2Ot7 12/21/2W 02/1 3/2018 20461.1 a. Therrna-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461,2 b, Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461,2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use. of "J' part numbers for these doors, which have been stained or painted within six months of installation.) 20461,3 c. Therma-TrU Fiber -Classic and Smooth -Star Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 204613 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-TrU Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other* See INST 20461.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Sinooth-Star, doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation,) Description Nominal 68 "Non- I m pact" Opaque Composite Edge Fiberglass Single Door (Inswting/Outswing; X configuration) Installation Instructions Lf Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports 0461 J.P C Created by independent Third Party: Yes Nominal 6'8 "Non-IrnpacL" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions R2_04U Verified Bv: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports v 4 ij,?,Rdf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites (Inswing/Outswing, XX or OXXO configurations) Installation Instructions ELL22-46 I _U_LI )J_r5, 14 _LLR_0f Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E 40, 14 pi _J j _f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions Z24.__U_T[_.(e.,.Inst 204GI.4.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ejj_0461 P 204 , p Created by Independent Third Party: Yes 20461.5 e, Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No _L, FLI(L46,J_R3 I f j https:ilftoridat)uilding,orgipripr_app2ltl.aspx?param=wGEVXQwtC)qsJga49YAcjXJkHOuUt,rq6tbblat)ILFar)UuHQRApMgRc3A%3(,1%3d 2/6 3/7=2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other. See INST 20461.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation,) 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other; See INST 20461,6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Sinooth-Star, doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 9. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and St'nooth-Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 I. Therma-Fru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars (For Fiber -Classic and Smooth -Star doors, this, product approval requires the use of 7' part numbers for these doors, which have been stained or painted within six months of installation.) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party; Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswmg/Outswing; X configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party Yes Evaluation Reports LvA[ _pj Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with SideliLQ(s) (Inswing/Outswing, XO, OX or OXO configurations) Installation Instructions Ems' A-U "JJ _W Lplff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 3_ AC a I j2jL1:;,Ld, Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidefites (Inswirg/Outswiog; XX or OXXO configurations) Installation instructions 4 8,p Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL2(}4o1__R3 it -SL if -.L—n_ZA) _jzjpg_ Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports 2 0461 9 p,9f Created by Independent Third Party: Yes 20461A0 j. Therma -Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Oritswinq; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No E-I—)Q46 1_U3 _N-16 —'. 10 P_qf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461. tO for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, (For Fiber -Classic and Smooth -Star doors, this https:i'lflori(tabuilding,orgiprlpr_app_dti.aspx?par,im-wGEVXQwtDqsJga49YAgXJkHOuUrrq6tbb I an1LF8nUuHQRApM9Rc3A%3c1%3d 3t6 1 3/7,1N 18 Florida Building Code Online product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,11 k, Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelif:Ls (Inswing/Outswing; XX or QXX0 configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EL_20461_,U AL" 0_1nst2046_1_LLQt1_f Approved for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 2046 1, 11 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part number,,; for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other* See. INST 20461. t2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Thcrma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 2046 1, 15 o. Therrna-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge. Fiberglass Single Door (Inswing/OuLswmg; X configuration) Installation Instructions FI pj f Verified By: Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2046j_,_R3_,jjE_(9) JLvgj 2046pq1 2.f Created by Independent Third Party: Yes Nominal TO " Nor -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions pff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes, Evaluation Reports EL210451 R3 AE(q)_Ey'j 2Qj61.13.p A,fCreated by Independent Third Party: Yes Nominal WO " Non -Impact" Glazed Composite Edge Fiberglass Single Door ( Inswing/Outswing; X configuration) Installation Instructions EL20461 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports tiaQifI_U_ Ak P-0—f Created by Independent Third Party: Yes Nominal WO " Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or CiX0 configurations) Installation Instructions fo 4 f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports rl, 204C 1 3 Oval 10461 1,5 ptit Created by Independent Third Party: Yes Nominal WO " Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without SideAttes (Inswing/Outswing; XX https://floridabuilding. org/prtpr,,app. dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbb1 an1LF8nUuHQRApMgRc3A%3d%3d 4/6 3/71e2018 Florida Building Code Online or OXXO configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: See INST 2046t. 16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or printed within six months of installation,) 20461A7 q, Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 2046IA8 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: INST 20461,18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ".1" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461,19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic. and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions E_L204i2l _6. PA! Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL1_04_61_R_3 ALE_%D_tial _20461__ALPI Created by Independent Third Party: Yes Nominal 6'8 "Non -impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; CIX configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL_20461_,R3_AE_(4)_Eva1 20461,17,p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom (Inswing/Outswing; 01X0, 0/OX or 0/OXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELZ_Q bj E (4), al 0461,_$ .L _R3_ __ _f yZ ------- — pq: Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outsmi-ig; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions zLf Verified BY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL204_U_R3_ v I'sl Created by independent Third Party: Yes 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: INST 20461.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation,) Go to Page 10 Installation Instructions FL204 20161.20.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Thirin, Party: Yes Evaluation Reports vat pS1( Created by Independent Third Party: Yes Page I / 2 https:,I/floridabuiIding,org/prrpr_app_dtl.aspx?pararn=wGEVXQwtOqsJ9a49YAgXJkHOuUrrq6(bb1aiiILF8tiUuHQRApMgRc3A%3d%3d 5/6 3/7,'2018 Florida Building Code Online 4 The State: of Florida S it, AAI:H() nlploy; Jnder F Q(103 0, wta'l addresses a" pwkc records. if you don('t.art ewre.walladdress re(eased rt not send elec-mmc mail toentityinstead,h,s ery, had. contact the Afice byplbo,,e o, bytr3d,Uwlal mail. If you l'! j ari, please contact 351'lu447,1395, 'F"Iillk to SectorIt", 275(t ?, Florida itatule5, o4feCtwe Omlw t' 20 17. kense_'t' licensed under Chapter 455, F.S. 11"it P'O,,d,! the faith an address if the, have one, The emadq pt-Ovi(Jcd may be used for off-c,,M communication with the licensee. 110weve, email atjd,esse, are rw)0c record. It you do not wish to supply a Pe"o—I address, alease pro,,de the Department With an email address whtch catn De made A'atlable to t" pubkc' ya det"rt e zf You art 3 hc'nsee tinder Chanter 415, F.S , please click !''q Product Approval Accepts: LI 13 Card Safe https/floridabk.jilding.ofg/pr/pr_app_dtl aspx?p,)ram7wGEVXQwtDqsJ9a49YAgXJkHOtiLJrrq6tt)b 1 an ILF8n LJuHQRApMgRr-3A%3d%3d 6116 INSTALLATION NOTES I ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN 2 THE NUMBER OF INSTALIATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS 10 BE USED FOR PRODUCT LNS3 ALLAT,01i OF THE MAXIMUM SIZE LISTED 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF -112 HE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 1,E, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH M(S) MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH, SHIM WHERE SPACE C F 1/16 INCH OR GREATER OCCURS SHHMtSj SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER- S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98WOODif SCREWS OR 11 GAUGE ROOFING NAILS OR 1,0CI COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, INSTALLATION SHALL MAINTAIN MIN 3/8" EDGE DISTANCE 6, FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE !L6 Et TASELF. TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN, 3/8' EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS Of SUFFICIENT iENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX 83JCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER I TW TARCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT INSTALLATION SHALL MAINTAIN MIN I 3/4"EDG, DISTANCE 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION SFYCI METAL WALL 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BLOCK VENEER, AND SIDING 11 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) GENERAL NOTES THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBCj, EXCLUDING HVHZ AP40 HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMAfWDMAJCSA 101/1.5 2/A440 08/11 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM (ARABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORFE, AS SPECIFIED HEREIN REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK iNSTAUATION 4 THE INSTAU ' ATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON- HVHZ AREAS IN HVHZ AREAS, ONE Tit -At PRODUCT APPROVAL TO 8' OBTAINED FROM MIAMI DADE REP OR AHJ 5 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6 WINDOW FRAME MATERIAL PVC 12 FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL ? IN ACCORDANCE WITH THE 6TH fDi HON FIEC, WOOD INSTALLATIONCOMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE ANCHORS INTO MORTAR JOINTS EDGE MEASURED BEE EDGE OF BLOCK OR EDGE OF 08 SHALL 13E OF A DURABLE SPECIES AS DEFINED IN BLOCK MORTAR JOINT INTO FA 5 CHAPTER 23 OF 1300 13 INSTALLATION ANCHORS SHALT - BE INSTALLED ACCORDANCE WITH ANCHOR S GLASS CHARTSGLASS PI THE REQUIREMENTS SEESHEFT6FCRGLAZINGASTM 1DETAILS MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHOR' SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPE(_4ifil) BY THE ANCHOR MANUFACTURER 14 INSTALLATION ANCHOR CAPACITIES FOR P80DUC7S HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A WOOD - MINIMUM SPECIFIC GRAVITY OF 0,55, 8 CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI C. GROUT- FILLEDCMU UNIT STRENGTH CONFORMS TO ASTM C SOWITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200) PSI D HOLLOW BLOCK CIOU UNIT STRENGTH CONFORMS TO ASTM C 90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL i STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47 6 FAIL (0 0478' Or 118 CAUGE), MIN 112' EDGE DISTANCE I ALUMINUM - MINIMUM ALLOY 6063 TS MINIMUM WALL THICKNESS OF 1116' MIN, 112' EDGE DISTANCE, TABLE Of CONTENTS SHEET REVISION SHEET DESCRIPTION 2 INSTALLATION & GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL & HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL & HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, SUCK INSTALLATION, 4, GLAZING DETAIL MAX OVERALL SIZE CONFI& DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT361, 84* O/X 35/ -35 PSF NON IMPACT 3 B" 66" O/X 50 / -50 PER NON IMPACT 38" 74" O/X 50 / 50 PER NON IMPACT 381, 77 O/X 35/ 35 PSF NON IMPACT 44' 62" O/X 50 / -50 PSI: NON IMPACT 48' 72' O/X 35 / -35 PSF WIN IMPACT 48' 84, O/X 20 / -20 ESP NON IMPACT 52" 72" O/X 25 / -25 PSF NON IMPACT 361, 83 75" O/X (ORIEL) 35/ -35 PSF NON IMPACT 48, 961, O/X (ORIEL) 20/ -20 PSF NON IMPACT 72' 621, O/X-C/X 35 / -35 PSF NON IMPACT 72" 84, O/X-O/X 35/ -35 PSF NON IMPACT 761, 621, O/X-O/X 50 -50 PSF NON IMPACT 76" 72' O/X-O/X 50 -50 PSF NON IMPACT 76, 77, O/X -O/X 25 -25 ESE NON IMPACT 80, 74" O/X-O/X 35 35 PSF NON IMPACT 96" 74" O/X-O/X 30/ 30PSF NON IMPACT 108, 621, O/X-O/X-O/X 50 / -50 PER NON IMPACT 108, 72" O/X-O/X-O/X 50 / -50 PSI` NON IMPACT 108, 84, O/X-O/X-O/X 25 / -25 ESE NON IMPACT ogl.4 ' U"O", ., Hernias F N-r. P.E. Reason. 1 - 1 pp,.-g this d " ,l FL: FL7 Dal, 2017Of151671OR Zo, #1915 Silvertine I bAndersen O0FT, 8F- 1. 1, K 11: LD8902 I 2, S,Y i3X1 Z,j . . I Z Z - sr wje z z 2zLU m 10 Z En fli I * VIYI— V". 11, 111111110 %N% I tv 10 0, 3: M l,.) Z 0 'o Q LK) U) [' z ILL"p, DWG #: SW0002 SHEET: 1 OF 6 MAX, FRAME --^ MAX. FRAME I Silver Line WIDTH 48" WIDTH 48"---'F-'n B £ 4 4 R £ 4 5 r .......... F ONE SLIVEML E DRIVE NOPTN 6RVNSwick NT OW2 It (i52)435-IOu(: Z mM 5 5 5 5 C,„. 4 4 4 4 v o vi 8 z p z u 0 n m o N3 0 Y = LL MAX FRAME MAX. FRAME z HEIGHT 96" HEIGHT96" W m o N m QUALIFIED CONFIGURATIONS Q N r 10z X ARCH TOP CONFIGURATIONS FOR ALL 2901-4902 RATINGS, SINGLE UNIT CONFIGURATIONS 65 m Y 4 vw aa4c1X„ LULrd 11JI- n v 4 4 5 4 5 Tm ELEVATION ELEVATION t SINGLE HUNG WINDOW SINGLE HUNG ORIEL WINDOW Z O F Q H z um MAX, FRAME MAX. FRAME H U z WIDTH 96'— WIDTH 108" B E B E a 4 5 QUALIFIED CONFIGURATIONS 4 5 U' ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 irp RATINGS, TWIN UNIT tONfIGURATIONS 12, t 1 2j255 F,„. F S x nvn MAX. FRAME Y.. ., HEIGHT 74" FRAMEMAX. 22121j #I P111*SS, HEIGHT 84" A D tb 'n mz 4 5 A D 0 3 V S v z ELEVATION 4 5 ELEVATION DwG # TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW N C: A I00 12 y2UOFjJ6SHEET: 7 X„ D 7 D 7 2" MAX 11" MAX FROM OC IYMAX O,C 2" MAX FROM CORNERS I-Ii b1- 1-71 --1 I'll 5E --01ED —, 1 0 C 1, T 1;eAD 3-1- —D lll— ANCHORLAYOUT NAIL FIN - SINGLE HUNG WINDOW 2'MAX FROM 4 112" MAX O.C. CORNER 4 112" MAX. 0 C. 2" MAX FROM CORNERS 6" MAX FROM 20" MAX, CORNERS O.C. 6" MAX. FROM CORNERS 20'MAX ac 6 MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/ 4 112" MAX11— 0 C. ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW I_r 12 3/4" MAX OC, MAX 6" MAX FROM CORNERS 1" MAX FROM 6- MAX CORNER 0 C 6" MAX OC, 11 MAX FROM CORNERS 6" MAX FROM CORNERS 1 16 112" MAX L ANCHOR STRAP 6" MAX P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 6" MAX110C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12" MAX iii O.C. P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW I D z 2: T y Z1, DW& #: SWO002 SHEET: 3 OF 6 CONCRETEI MASONRY By OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD SUCK BY OTHERS 2X WOOD SUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH_," BY OTHERS PERIMETER SEALANT OA BY OTHERS UNIT HEIGHT EXTERIOR I SEE GLAZING DETAIL, SHEET 6 I 0 A UNIT HEIGHT 11121, MIN EMBEDMENT A 3/8' MIN EDGE DIST, 114" MAX SHIM SPACE 5A5H REINFORCING INTERIOR SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 6 INTERIOR VERTICAL SECTION HEAD - 2X WOOD SUCK NAIL FIN EXTERIOR SEE GLAZING 0 A E T7 INTERIOR UNIT DETAIL, SHEET 6 WIDTH PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 98 WOOD SCREW INSTALLATION ANCHOR 2X WOOD SUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD SUCK BY OTHERS 1/4" MAX MIN, 3/8" EDGE DISTANCEI- MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE 6 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS 1 PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION r JAMB - METAL STUD 1/4" MAX, NAIL FIN l F_ SHIM SPACE A) VERTICAL SECTION SILL-2X WOOD SUCK NAIL FIN 3/8' MIN EDGE DIST CONCRETE/ MASONRY BY OTHERS 1 112" MIN EMBEDMENT Y/ co V) m z Z t Q ZI11r, DW6, #: SWI)002_ SHEET: 4 OF 6 10 WOOD SCREW—, INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN 4 CONCRETE/MASONRY - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT_ I BY OTHERS 0 A EXTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 3/4" MIN EDGE DISTANCE 2X WOOD SUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX, A SEE DETAILS SHIM SPACE MIN, 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING MIN 112" EDGE D15TANCE 1 112, MIN, DETAIL SHEET 6\ EMBEDMENT 1/4" MAX, SHIM SPACE INTERIOR VERTICAL SECTION HEAD - ZX WOOD SUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 0 A UNIT HEIGHT IPERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 6. TRIPLE CONFIG ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL REQ. 1/4" MAXff- SHIM SPALt EXTERIOR FINISH 11/4"MIN. BY OTHERS EMBEDMENT PRECAST SILL BY OTHERS 3/16" TTW TAPCON INSTALLATION ANCHOR 4 1 3/4', MINo 4 EDGE DISTANCE VERTICAL SECTION SILL - CONCRETE/MASONRY THROUGH FRAME 10 &P, 5 SELF -TAPPING SCREW Ij INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLA17ON NOTE 14 I PERIMETER SEALANT EXTERIOR BY OTHERS 0 A. UNIT WIDTH T) HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO 4 0000 4 0000— PROV, IFRAME, HOLES DEDIDEDOV, 2.0000- 2,0000- 1DTOACCOMOATE #14 DIA. L 1 0.500 010620- 2) N 0.7500(2)U3,0000(2)— 2 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-29 52 OPENING. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQUIREMENTS: A FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN 1-1/4" EMBEDMENT, MIN 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, Gk 5, PER STRAP. MIN 3 THREADS PENETRATION, MIN 3/4" EDGE DISTANCE C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP MIN 1-112" EMBEDMENT, MIN I" EDGE DISTANCE V) z 0 Z D Z ul M., Z ::E ON T_ DWG #: SWO002 SHEET' 5 OF 6 INTERIOR EXTERIOR INTERIOR • 11 SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR RETNF SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE S INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE 35 PSF 36 X 84, (O/X), DESIGN PRESSURE 35 P5F 38 X 74, (OIX), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), DESIGN PRESSURE 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE /-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE */-50 PSF c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF Silver Line NOTE, ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 CLASS LOAD RESISTANCE. 5/8" O.A. I G GLASS z Z 2 EXTERIOR INTERIOR Z i5 2 z MIN GLASS4m, v z Z SITE 121, z 1/8" SETTING BLOCK GLAZING DETAIL 1 NOTE I LOCATION OF SUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. SPACING SPECIFIED 15 NOT EXCEEDED, 2, SUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX O.C. THEREAFTER 2X WOOD SUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME BY OTHERS 1 1/4" MIN EMBEDMENT 1112" MIN EDGE t DISTANCE 2" MIN, EDGE DISTANCE CONCRETEI MASONRY BY OTHERS SUCK INSTALLATION DETAIL z z ::E DW& 9: SWO002 SHEET. 6 OF 6 3/7/2018 Florida Building Code Online 6CIS Horne Log In User Registration Product Approval USER: Public Userdb1iiiiix Hot Topics Submit Surcharge SratS & Facts Publications FE3C Staff 13CIS Site Map Links Search 1; L2 L • -ct)Anlphc _-- j , Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickwCc)rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL2046I—B]—Q01—(j)—Qertificpte of trideptndence.p9if Standard year 101/I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblaniLF8nUuHQRApMgRc3A%3d%3d 1/6 3/7/2018 Florida Building Code Online Product Approval Method Method I Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL # Model, Number or Name 12/13/2017 12/13/2017 12/21/2017 02/13/2018 20461.1 a. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 20461.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other; See INST 20461.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 204613 c. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INST 20461.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Smooth -Star 0 40 Page 1/ 2 0 0 Description Nominal 6'8 "Non Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461_R3_II_(g) Inst 20461.1 p df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2Q41_R3_&E__(q)_fvaI 204¢1 1 pdf Created by Independent Third Party: Yes Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions ELZQ461_ R3 I(e) Inst 20461.Lp f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fv 1 4 p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions F0Q461_ R3_II__(g)jnsL2_Q461 _1pdf Verified By: Lyndon F. Schmidt, P,E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELaD4_ U_U_A_(j) Eval214 p f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions EL20461_, R3 I(e) Inst 20461,4,p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 14 f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions https: llfloridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblanILF8nUuHQRApMgRc3A%3d%3d 2/6 3/7i2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; See INST 20461.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,7 g. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure. N/A Other. See INST 20461.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 2046 1. 10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461_R3_AE_(q)_fval 20461.5.pAt Created by Independent Third Party: Yes Nominal WO "Non -impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions EL29461 3 nst 20461.6.pf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461 3 Eva l 20461 6 pr f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions EL224_ 61_E3_U_(t)jnst_2a467 pff Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461_R3__ 6_E_(g[)_tval 20 161 7 pqf Created by Independent Third Party: Yes Nominal 8' 0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions EL2 Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports EL2046I_,E3_,_ AE_(q)_Eval 20461.8.pAf Created by Independent Third Party: Yes Nominal 6' 8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door ( Inswing/Outswing; X configuration) Installation Instructions FL20461 R3 11 _(E) Inst 20461,9.p IF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2Q461_R3_& E_(q) ya120461.9 p f Created by Independent Third Party: Yes Nominal 6' 8 "Non -impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20461 R3 11 _(q)_Lnst pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL224§1_ a_3_AE_(4) Eval 20461 10 pqf Created by Independent Third Party: Yes https:llfloridabuilding, orglprtpr_app_.dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblaniLF8nUuHQRApMgRc3A%3d%3d 3/6 3/7/2018 Florida Building Code Online product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461. 11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 1. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation,) 20461.13 m, Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 15 o. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other, See INST 20461.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions EL2g4§1_R3 1, nst 20461 11.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL20461 3 Evil 1,11,p f Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL20461_R3_II_(g)jnst 204_IJ2 p4f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461 204.(21J2.p dLf Created by Independent Third Party: Yes Nominal 70 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XC, OX or OXO configurations) Installation Instructions EL2_Q_4_U_R3 U__(g!)_Ln_5_t 413.Pfff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL20461,__a3_AE_(jj)_Eval 204F1,13.pdt Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 4'1.p f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions Lf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2Q461_E3_AE_(q)_jva1 204(115.p I Created by Independent Third Party: Yes 20461.16 p. Therma-Tru Fiber -Classic and Nominal WO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (inswing/Outswing; XX https:llfloridabuilding,orglprlpr_app_dt(,aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblanILF8nUuHQRApMgRc3A%3d%3d 4/6 3/7/2018 Florida Building Code Online or QXXO configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other* INST 20461.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation,) Go to Page (2 Installation Instructions EL2g461_R_3 I In t 20461 16 pc f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E1_20461_R,3_A E_(q) Eval 20461,16,p f Created by Independent Third Party: Yes Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswin(j; O/X configuration) Installation Instructions FL20461_ 3 1 In t 2046IJ7.p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL2046I__R3_A&_(q)_Eval 20461 17 pAf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom (Inswing/Outswing; O/XO, O/OX or OIOXO configurations) Installation Instructions FL20461__R,3_L1_(e)_jnst _2046IJ8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL20461_E,3_&1E_(q)E,yal 20461.18.p f Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions FL20461_R3_II_,(g) ln;it 20461.19.pqf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 20461.19.p4f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions EL20-461—B3—Ll—(e)lr)—st-2-0-4-20 P__f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELZQ461 E /p 2046 . Q.p f _3Rj_&__(q)l _E,_ _ Created by Independent Third Party: Yes j 0 0 Page 1 / 2 0 0 https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbbl anILF8nUuHQRApMgRc3A%3d%3d 5/6 3/7/2018 Florida Building Code Online Contacts :: 2601 Blair Stone Road,,Tallahassee FL, 32399 Phone: 850-487-1821 The State of Florida is an AA/EEO employer. !:2pyLight 2007-2013 State of FIQ,rda, :: 2,rivacy_atatement :: AccessibrlityStaternent Under Florida law, email addresses are public, records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, *Pur5uant, to Section 455,275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MWIMEEE Credit Card 41W https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsJ9a49YAgXJkHOuUrrq6tbblaniLF8nUuHQRApMgRc3A%3d%3d 6/6 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.Q. Box 230 VaInco, FL 33595 Phone 813 0599197 Florida Board of rofessional Engineers Certificate of'Authorization No 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Or Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing I OutswingIPhone419-298-1740 Non -impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method I D of the State of Florida Product Approval, Dept. of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P. E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ) Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or registered architect, 5, Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6. See drawing FL-20461,1 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330(02), ASTM E331(00) TEL 01461573 ASTM E330-02 & ASTM E331-00 2. Drawinq No. Prepared b No, FL-20461,1 RW Building Consultants, Inc. (CA #9813) 1 Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4, Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Testing Laboratory Testing Evaluation Lab.,Inc, Testing Evaluation Labjnc, No 43409 STATE OF 0 0 R 0 It'llsaw"I'% Sic by V.K. Wright V.K. Wright Sinned & Sealed b Lyndon F. Schmidt, P E. Sinned & Sealed by Lyndon F, Schmidt, P,E Lyndon F. Schmidt, P.E. FL RE No. 43409 1217/2017 Sheet 1 of 1 t1111 U!/Ill THERMAITRUe.., DOORS = N Fiber -Classic & Smooth -Star; '•. A" z Pi il^ti 2 O O U N z v P awZm Z aaCOMPOS1TfEDGEF3115'MA)IOA m.. aw< OPAQUE FIBERGLASS SINGLE DOOR FRAME WIDTH E o= 4 INSWINGJOUTSWING' NOWIMPACT' o Wz O O r tic O2 Z z n j tiw3 OX = Q O ® i m W GENERAL NOTES N= I,,M X W o° v 1. This product has been evaluated and is in compliance with the 6th Edition (2017) f 00 a a Florida 80ding Code JF8C) structural requirements excluding the "High Velocity < a a Hurricane Zone" )HVHZ). m 2. Product anchors shah be as fisted and spaced as shown on details. Anchor embedment to base material shaft be beyond wa8 dressing or stucco. z 1 for 2x stud framing construction, anchoring of these units shaft be the some as that shown for 2x buck masonry construction. o M vu zp 4. Site conditions that deviate from the detais of this drawing require further O engineering anotysis by a licensed engineer or registered architect. n w o 5. Fiber -Classic & Smooth -Star Poor pants require the use of ",r part N W numbers and must be stained or painted within sic months of installation. W W 4 tc z TASTE OF CONTENTS SHEET i DESCRIiDON 1 Typical Elevations, Design Pressures & General Notes _ o 2 Dow Panel Details 3 Bevotiom q Ha¢oniai &Vertical Cross Sectans 2X Buck} z u 5 Horizontal & Vertical Cross Seciioru 1 X Bvck) DATF 5126116 6 +foiuontal & Vertical Cross Sections jDirect to Masoruy) sr N.T.S. 7 Vertical Cross Sect am jitrestwtds} vnr;, er: JK 8 Buck & Frame Anchoring See Sheet 3 for Hardware Specifications cuix. er: LFS 3 9 Hordwore Detai" « 10 Components 11 8 of Materials FL-2046 t. T sW t or i T DESIGN PRESSURE {PSl7 DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTS WING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch & Deadbott 7p.p 75,0 b7.0 67.0 x Muttipoini 0.0 fl.0 80A 80.0 EXTERIOR 1-196, iA98" COMPOSITE CAP COMPOSITE HINGE I STILE INTERIOR LOCK BLOCK STILE CAP JENGINEERED WOOD) 11 2,5"LONG LVQ (ENGINEERED WOOD) HORIZONTAL CROSS SECTION 36.0"MAX. DOOR PANEL WIDTH 2 Y z 00 to DOOR PANEL Z 35.813'MAk DOOR PANEL WIDTH DOOR PANEL 0,4W' EXTERIOR 1,198" 0,406' Z 3:: 0Y, 6z COMPOSITE CAP STILE MPOSITE HINGED INTERIOR LOCKBLOCK CAP (ENGINEERED WOOD) (12.5"LONGWOOD) (ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 35.813'MAX, DOOR PANEL WIDTH 2 2 m El E z 00 Aft====m w===== ti X. DOOR PANEL TOP RAIL COMPOSITE/ENGINEERED WOOD) cp FOAM CORE JPOLYURETHANE - 1,9 PCf MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION ll-2 2 114 0 E; o DATE; 5/26/16 DwG, BY: JK ew BY-. LFS FL-2046 7. I rr 2 of _7 7 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: FSl SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA-TRU) 3 pt. Manual Tongue) 1111lI I111ft IN 1_ !t ' ' _ ._ ,- I ® Fiber-ClasskJSmoofh-Star Door Panel Opfions Products approved include all embossed panel doors and 2 panel recessed panel doors, Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only, v\* pie" z . a, dl U t fm zfl n ca a pqta a m cc o Zi v° cIj (J% z 0 L N.T.S.- BY: JK BY. LFS MNG NO.: FL- 20661,1 Er 3 of 11 za 0Y 0 12z 5; Z 0 0 8 0) z 0 Z' gato . . 0 c is 5 ci 00. C a., lz EXTERIOR INTERIOR Q:x VERTICAL CROSS SECTION -'W, I EMB. JTYP.) Shown w/ 2X Suck cl E Outswing shown (Inswing sirnilo;) xn C 0.15,C-SINK 0,15"C-SINK Typ) TYP) 10 D I INTERIOR INTERI-OR Lzz EXTERIOR jj 1 EXTERIOR 23 24 1 - - -- --- 40 41 42 27 z 1- 114- MIN, 1-1/4'MIN. EMB. (TYP.) EMB. (TYP.) N.T.S. D.G, ay JK HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION C.K BY LFS 4 Shown wl 2X Buck 4 Shown wl 7X Buck Outswing shown (Inswing simgcv) Outswing shown (inswing sinVar) FL-20461.1 SHEET 4 or I I lllll ll3 Jilli// i m z y:z6m Jill % mj1 z1XSucktobesecuredtoOC d m o m o z masonry by others M o z z U D j O t a Yti 40 41 42 o Z EXTERIOR l INTERIOR U Um ax 3 ? CROSS SECTIONVERTICAL Shown wJ 1 X sub -buck Ou#swing shown {inswing similar) Q 0W it O a a i 1 t 1 jj Ln INTERIOR INTERIOR 11 I G j U) aAll l EXTERIOR 23 ' EXTERIOR E24 4fl 41 42 27 ! A oTz1-1J4"MIN. 40 41 42 29+.X 1-114"MIN. DATE 5/26/16EMS. (TYP.) 1 EMS. TYP.) SCALE N.T.S. HORIZONTAL CROSS SEC17ON HORIZONTAL CROSS SECTION o rc BY A2 C.K a, LF S Shown w/ 1 X sub —buck 5 Shown wJ 1 X sub -buck DRA we Outs shown 1 uw similar) N I n9 I Outswing shown (Inswing similar) FL-20461,1 SKEI 5 - 11 1.5` MAX. EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/ 16jamb I INTERIOR i i t t•1 40 41 , 1- 1/d"M1N. E 11.L -- EXTERIOR EXTERIOR INTERIOR A VERTICAL CROSS SECTION JShown Direct to Masonry Outswing only w/ 6A11b' Tomb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 65 PSF 1 Z 4, 1 t 1- 11 "MIN. I' ._. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION b Shown Direct to Masonry 6 Shown Direct to Masonry Outswingonlyw/ 4-9/16' jamb Outswing only w/ 4-9/16 jamb INTERIOR V- 1 40 41X4 iE EXTERIOR 1- 1/ 4"MIN. EMB. {IYP.) 5 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/ 1 b jamb MAX. A 11111i1J' z, O n VI U .. a U Z Q 0 b 0yo OGWAh n a L m 4 (Daar. r u E cZ v u c1i1`•r, n aiYo Uq rt o oo = o o ax a a L> Z I U z o Al 1- 1/ 4"MIN. aae 5126116 EMB. ITYP.) SCALEN.T. S. d HORIZONTAL CROSS SECTION Jx Shown Direct to Masonry CW, er: LFS Outswing only w/ 6-9/ 16' jamb DR&W r. W., FL-2046 t. T SHEET -L Of-! T Sill Item It's , 6 & 33 ore attached to jambs wl (2) #8 X 2-1 IT pth screws at each end. Sill Item 4 15 is attached to jambs ufii7jng j2) # 10 X 22 pan SmS at each ena. SEE NOTE I SEE NOTE I EXTERIOR INTERIOR y. INTERIOR EXTERIOR SEE NOTE I 2 VERTICAL CROSS SEC71ON EXTERIOR INTERIOR 15 SEE NOTE I 10 5/26/16 r4 VERTICAL CROSS SEC -BON Dw. BY: JK DPAWM HEAD & JAMBS TYP.) 2X BUCK N 60 PSF MAX H. t 0 MASONRY PP-) 2X BUCK ANCHORING js F- 0 zz J3) #8 X 2 IlT PFH ws JAMS TO HEAD DETAIL PP.) oil 1111 0 C; 0 0 n z Z. U C; .0 w0a IL oz z CD BUCKSL2XB HEAD & JAMBS j I X BUCK TYP.) BUCK MtiDIRECTTO 0 MASONRY IN 80 PSF MAX FRAME HEAD & JAMBS Jj gyp.) 0 0 z z En 2X BUCK ANCHORING FRAME ANCHORING E- 5Z26116 LL N.T.S. L BY: JK BY: LFS W#4 NO.; FL-20461.1 ET -8 Of 11 2X BUCK 28 pq SEE HINGE Z aL_ I X BUCK DETAIL jrYP.) - k am z U N .: DIRECT TO 26 E a z 'o 'o 0 MASONRY Pao . ' o a on 2X BUCK 21 z k_ l I XBUCKoSEE TONGUE---j. 0 0 0 0 STRIKE DETAIL 2X BUCK L o N: DIRECT TO m g (TYPJ MASONRY IXBUCK G iv, tq0LATCH A DEADBOLT DETAIL DIRECT TO M Kwikset MASONRY31 0 qn J__L - SEE LATCH - - ------- TONGUE STRIKE DETAIL tt 2X BUCK d DEADBOLT DETAIL SEE LATCH IXBUCK G & DEAD&XT DETAIL M m i Um 0 DIRECTTO MASONRY SUB STRIKE 0 PLATE I 28 f2X BUCK L m 8 IXBUCK G 12 } STRIKE JAMB R HINGE JAMBSTRIKE9AM8DIRECTTOMZ2XBUCK LoIch and Deadbolf Multipoint Lock MASONRY o za ZIXBUCK 0 DIRECT TO 27 G MASONRY 2X BUCK ? LATCH A DEADBOLT DETAIL Mug p_ c-nn_t_L-_T_ LATCH d DEADSOLT DETAIL 8B IXBUCK ScNoge DIRECT TO MASONRY --- Standard Deadbolt Strike Plate) MASONRY 24 -zo MUL17POINT LOCK STRIKE DETAILS LATCH & DEADBOLT STRIKE DETAILS DIREC ITO 5126116 ? SCALL DEADBOLT STRIKEDETAILSHINGEDETAILN.T, S. SeCudty—De6d- bolt Strike P)ate) DING, BY: JK cw, BY. LFS FL-20461. 1 sm r _ 9__ OF-11 i o 1 6 jj PV 2,36" —. { I I IiN m j- ont0z° iNSW1NG THRESHOLD a v INSWING 7NRESHOLD 37 r--------- _ 132 Inuring/ 8auc Composite Adjustable Si17-71T Inswing Basic Fb ed 7-U2" SiA 8 o t m 14z . 0 to 0 9 ua cmw 0: E oz 1 1 y W Q: 33\ INSWING THRESHOLD 38 INSWING THRESHOLD jb : O1JiSwING 1NItfSHO1D ao z Inswing Basic Fixed SA L._. lrt;wtrig Composite Adtstabie Sol l./ CampasBe SB Zano 5.75__ n ` Q o o o l34 , INSWING THRESHOLD ; m J Inswing Moderate Climate Sig 1-3/8' INSWING THRESHOLD Basic Campasite AdMlobie S# 17 OUTSWING THRESHOLD Composite J Aluminum SR zL 5.75' Zw 5.75" --- — -{ i n a m 35 INSWING THRESHOLD s lrwwirg Moderate Cite Sit a Q. n n OUTSWING THRESHOLD PUBLIC ACCESS THRESHOLD Composite / Aiumvwm SM 155.75 _._--_--^j ,\ % (Thermal Breck) n a wxc 5/26/T6 Saa-c: N.T.S. j 1 INSWING THRESHOLD 1.79" fixed sik owc BY; JK ctet. By: LFS Tg Baste 3-3/4" m SWEEP `, SWEEP (- SWEEP o 1{i a 20: FL-24461.3 sHEU 10 of T i 811i OF MATERIALS 81L1 Of MATERIALS a n V N Z O p 0 O to . Z v v 2 0 Z ac A0Laa 0 0 J 00. f nn 6 oa 4+ maam c 0 pz 8 `Wa ao a q QJ imo J a O 18 flUTSWING THRESHOLD ALUM/COMP 4 22 48 X 3/4" PFH WOOD SCREW STEEL m23 # 10 x 3/4" PFH WOOD SCREW -- STEEL 2-4 10 x 1 PFH WQOD SCREW STEEL Q 4 O ON CONCRETE ANCHOR NOTES: 2 wt 4 Zzo 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. a edge distance to mortar joints. 2, Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to w maintain the min, edge distance to morforjoints, additional concrete anchor may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a 1 Concrete anchor table: n n n Hnq a no i 6liNZZ 5/26 i 6 z scAIL N.T.S. t+wc. sr: JfC croc. By, LFS 3 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distonce, l"end distance, & 1"o.c. spacing of FL-20461.1 0 wood screws to prevent the splitting of wood. N srr 17 11 ffM 4 DESCRIPTION MATERtAI f#FM R DESCRtPT!ON MATERIAL A 1 X BUCK {SG > 0.42} WOOD 25 8 x 2-1 IT' PFH WOOD SCREW STEEL B 2X BUCK {SG > O,d2j WOAD 2b 8 x SJ8" PFH WOOD SCREW STEEL C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE {STANDARD) STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL f 301 OR HOLLOW BLACK CONFORMING 70 ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE {SECURITY] STEEL G 3/16 X 3-1 Jd ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL 4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE {TONGUE SYSTEM) ALUM/COMPJ L ifl X 2-1 /7' PFH WOOD SCREW 1.1 S" MIN EMBEDMENT STEEL 31 MULTIPQlNi STRIKE PLATE {TONGUE SYSTEM} ALUM/COMP M 3J16" X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUMJCOMP N 3/ib" X 2-3J4" ITW CONCRETE SCREW 33 INSWING THRESHOLD ALUM/COMP JAMB {FINGER JOINT PINE) STEEL WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP ]MEDIUM REACH} FOAM 3S INSWING THRESHOLD ALUM/COMP 7 VJEATFiERSTRlP ]LONG REACH) AM 3b INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP FUSE w/ MODERATE CLIMATE THRESHOLD)VINYL 38 INSWING THRESHOLD ALUM/COMP 0 SWEEP {USE w/PUBLIC ACCESS THRESHOLD) -- ---- VINYL _- 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM d0 DOOR PANEL (800Kj - 15 OUTSWlNG THRESHOLD ALUM/COMP 41- DOOR PAPJEL {HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1J ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR itw a IAYCON 1Ja" i•iJa" z" a• ELCO ULTRACON 1 Ja" 1-1/4- 1' 4" TW 3/16" T•1J4" AS SHOWN 1.1/2" TAPCON 0,7- COMPOSITE HINGE STILE CAP 1pmr-lmrrv9:n wr)unnl liHORIZONTAL CROSS SECTION v 36. 0'MAX. 35,813'MAX. DOOR DOOR --I PA PANEL WIDTH PANELWIDTHi DOOR PANEL DOOR PANEL 35, 813"MAX. DOOR I PANEL WIDTH DOOR PANEL U, INTERIOR 2" HORIZONTAL CROSS SECTION 1A zo c; D z 6 0nz z 0 5 z o iz 0. cn TOP RAT- 0 COMPOSITE/ ENGINEERED WOOD) c 7— CD ZZ0 T- 0 ff CC? FOAM CORE POLYURETHANE - 1. 9 PCIF MIN.) c; 0 INTERIOR EXTERIOR 0 INTERIOR EXTERIOR 71ti 82 0 CC, FIBERGLASS SKIN o 10.082- THK.) ci C, BOTTOM RAIL ICOMP.) ry rVERTICAL CROSS SEC77ON 4 VERTICAL CROSS SECTION 0A 2 N.T.S. MG. BY: JK CKK sy: LFS DRAWNG NO, FL- 20461.6 SKET 2 OF I I u n ll!/r i i i l 1Z 6A it r1111 t t QmZ 6 V N n O Zpp m O6 o o_ E urn a t 6 a L W HOPP£ MULIIPOINT:MPDGARi n HARDWARE iA81f D E z0 Y Z z ow 0 0 n z 0 0 z z 0 Q x 0 5 6 0 0 0z C 7 EXTERIOR INTERIOR cc 1 VERTICAL CROSS SECTION EMB. (TYP.) a aF l 4Shown w/2X Buck OutswMng shown {Inswing sirrolor) E CI) , U i B 1 08 ry 0 OC 0.15'C-SINK 0. 1 S'C-SINK % ITYP) TYP) D C 7 d rzINTERIORINTERIOR. rC-m J421"I' l OL EXTERIOR 23 264 EXTERIOR 27 1 114. MIN. C41)F2) 1,1/4"MIN. IT' 5/2'6/16 'z SEMB. Pp.) EMB. SCAU N, OWC. BY jK HORIZONTAL CROSS SEC1101Y 3 HORIZONTAL CROSS SEC770iq w —,L F S Shown wl 2X Buck 4 Shown w/ 2X Buck Outs,,AN shown (InvAng s*ricwl Outswing shown (Inswing simPar) FL-20461.6 i nruT1 4 11 V'/. O m 1 X Buck to be secured to s O n 0 z° masonry by others oUxZazOti 40 4i 42 z c J 0 83a EXTERIOR INTERIOR a Qx Q 'y i VERTICAL CROSS SECTION Shown; w/ I X sub -buck Oulswing shown [Inswing similar) 4 v c g m a E ter' E qu, 1 OqO m h! 4, jj i tt ? 4 6 it l W q Z INTERIOR INTERIOR \ N 1'r Ili G Ln i l QQ1 a Q q a p I Q,$SI=3 Z z 23 24 EXTERIOR EXTERIOR C1. 40 41 42 40 41 42 27 i A z I-114"MIN. It" — 29 I r 1-114"MIK Z aye. 5/26/76 zEMB. (TYP.) EMB.(TYP.) G scxc. NJ.S. Fxows. a 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4nx, a,: ti=s 3 S Shown vr1 1 X sub -buck j Shawn w/ I X sub -buck o mwc wo Outswu3g shown (inwAng simdor) Ouiswing shown (lnsvdng $in0a) FL-26461-6 c snee 5 of 71 1-I /4' Ml EMS. {ifY/P...)' MAX. EXTERIOR INTERIOR EXTER#OR j/// ll INTERKiR i VERTICAL CROSS SECTION rVERTICAL CROSS SECTIONCROSSSECTON JS Shown Meet to Masony Shown Direct to Mosoruy Outswing only w/ 4-9/16' lamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: Outswing only w/ 6-9/16 jamb w/ STANDARD STRIKE = # 47 PSF w/ SECURITY STRIKE = ± 55 PSF 4 T n < C INTERIOR EXTERIOR i 1-1/4" MIN. EMS. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION b Shown Direct to Masonry 6 Shown Direct to MasonryOutswingonlyw/ 4-9/16' jamb Outswing only w/ 4-9/16'jamb llG f 1, INTERIOR Ii 11i ao aI 4 De- 1- 1 /4" MIN. EMS. PP.) 5 HORIZONTAL CROSS SECTION d Shown Direct to Masonry Outswing only w/ 6-9/16 jamb MAX. T 11-1/4"MIN. wE 5 26 i6 EMS. jTYP.) scut: N.T.S. b HORIZONTAL CROSS SECTION dx b Shown Direct to Masonry e : LFS Outswing only w/ 6-9/ 16jamb FL- 2046 T .8 see - L or 1 i Notes: I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs wl (3) #8 X 2-1IT pth screws at each end. Sol Item #'s 16 & 33 are attached to jambs wJ )2) #8 X 2-117' pth screws at each end. SRI Item # 15 is attached to jambs ut*Mg (2) # 10 X T pph SMS at each end. INTERIOR SEE NOTE EXTERIOR v o > l VERTICAL CROSS SECTION 7 Inswing Sli INTERIOR — EXTERIOR 41 42 33 34 35 36 37 SEE NOTE 1 i 2 VERTICAL CROSS SECTION 7 Inswing Sol EXTERIOR YZi INTERIOR EXTERIOR rr/ -/; t- INTERIOR 6'I"Malla a u 3 VERTICAL CROSS SECTION 7 Oulswing Sill SEE NOTE 1 XN%I,",,:;IIII A, zit 8 JK b X z z o w 6 o n z 3 o x z° P K Eo Z U aNfl Samoa c ez a a ° ° e • O t\ zZ DAM 5126116 SCALL N.T.S. DWG. W.. JK CM. BY: LFS 4 VERTICAL CROSS SECTION DRgO#.G W-' 7 Public Access Sill FL-20461.E sta7 7 OF 11 2X BUCK 4" (TYP) HEAD & JAMBS TYP.) 50 PSF MAX MASONRY JTYP,) 2X BUCK ANCHORING 2X BUCK a 0. 3) /T PFH WS 0, VZI JAMB TO HEAD DEWL d n 6 on z 2 0 X, zo, Ea0 cw on 5 00. o tj O oD 2X BUCK HEAD & JAMBS TYP.) BUCK j IX BUCK M DIRECT TO MASONRY N co FRAME HEAD & JAMBS a mPP) 70 PSF MAX t 7 0 0 zIt - 051 MASONRY pp.) 2X BUCK ANCHORING FRAME ANCHORING f 5126116 N.T.S. W. JK BY: LFS WWG 40,: FL-20461.6 IT 8 OF _11 Z4 " » r n_—=--- _. - •ice A ° o, n pv 1— 2.36" o n 0 6 ON WOOD JAMS v ci x z° a INSWING THRESHOLD l INSWING THRESHOLD l E Q = m U inswing Basic Fixed SIC './ Mswing Composite Adlvstable sit ° * o a n m 6Q a3M 4 o c $ 3a INSWING THRESHOLD ow ng Mode ote C mate Si 1-3/9' INSWING THRESHOLD 1 Lf OUTSWING THRESHOLD zs,9' Inswing Basic Composite Adjustable SId 1 Composite SIC o 4.56— z v Q i 0 h L K IINSWINGTHRESHOLD INSWING THRESHOLD OUTSWING THRESHOLD u Inswi ig Moderate Clarrote Sit 32 j------ z m irmtrg 6asfc Composite Adjusiobie SR 7-112' Composite 1 Al SW, ti o v_ N 2 N 5.7S ilzw INSWING THRESHOLD Inswing Basic Ftted & - SR a OUTSWING THRESHOLD PUBLIC ACCESS THRESHOLD Compo le j Akmk w S g n r Thermo ereak) 0 1 L LL v i talc: 5 2s/1s Scee: N.T.S. 1.74 -- L9T _. , 2.D6" ---. c+uc Err: LFS INSWING THRESHOLD 8os 7 UFtted7UTSiC SWEEP o SWEEP9 } — SWEEP at+re c wo.: c Fttedtnswng J Qio fL-2046 T, 6 SHUT 10 OF IT X0%;11111ji, SIN BILL OF MATERIALS IN BILL OF MATERIALS z it 19 ITEM If DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A I X BUCK [SG >= 0.42) WOOD 25 8 x 2-1/7'PFH WOOD SCREW STEEL ik-3 Zi n B I/ 2X BUCK (SG — 0.42) WMAX.SHIMSPACE WOOD 26 27 8 x 5/9'PFH WOOD SCREW LATCH STRIKE PLATE STEEL STEEL z Y. z 0. 2 6151: nD1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SJtW_ STEEL DEADBOLT STRIKE PLATE (STANDARD) MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL Z a w 0 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ITW CONCRETE SCREW CONCRETE STEEL on0 0 I E z z a 28B DEADBOLT STRIKE PLATE (SECURITY) X 4" HINGE STEEL STEELG31IffX3-1/4" 0 z a f J 114'X 3-3/4!'PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE {TONGUE SYSTEM) ALUM/COMP 0) 5 a oa L 10 X 2-1/7'PFH WOOD SCREW (1.1 S'MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP aam M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E 0 Z N 311ff X 2-314'ITW_t6R0kffE7SCREW STEEL THRESHOLD ALUM/COMP I IkM13-fFINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP WEATHERSTRIP (LONG REACH) 3i INSWING THRESHOLD ALUM/COMP SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP O cc ff—SWE-CP USE wit PUBLIC ACCESS THRESHOLD) 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD — ------------- - VINYL ALUM 40 DOOR PANEL (BOOK) rs 0 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 dU—TSWING THRESHOLD ALUM/COMP 42 DOOR PANEL 0 18 OUTSWING THRESHOLD ALUM/COMP 0X 46x X-PF11 WOOD SCREW--------- STEEL STEEL 2,i17-- I"_IPF_H-W_OOD SCREW STEEL I EL c; CONCRETE ANCHOR NOTES: z 2 D 1. Concrete anchor locations at the comers may be adjusted to maintain the min. I edge distance to mortoriloints. CC> 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortor joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. o 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR JTW TAPCON 1/4" 1-1/4" 2" 4 z DATE: 5126116 zELCO 1/4- 1-1/4- 1. 4" SCALE N.T.S. JITRACO!_ JKITWz3/16 1/4" AS SHOWN 1-1/7 LFSTAPCO WOOD SCREW INSTALLATION NOTES: DRAWNG NO.; ff J. Maintain a minimum 518" edge distance, )"end distance, & I o.c. spacing of FL-20461.6 wood screws to prevent the splitting of wood. SH117 OF 11 STEEL 29 LL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION R, Application No: Documented Construction Value: Job Address: 7ci r),-) 12/ Historic District: Yes No,[k Parcel H): Residential X Commercial D Type of Work: New ,N Addition 11 Alteration El Repair [I Demo El Change of Use El Move El Description of Work: Plan Review Contact Person: Title: Phone: Name Street: Fax: Email: CIvAue,/jcf,')- Property Owner Information Phone: Resident of property? : City, State Zip: Contractor Information Name 77 2 7 Street: 1 21 Fax: City, State Zip: State License No.: Architect/Engi neer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Pemit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundit) the public records Of this County, and there may be additional pert -nits required from Other governmental entities such as watermanagementdistricts, 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, in1' accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issuc& OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignanireofOwner/Agent Date Sign oreofCon tor/Agent Date Print Owner/Agent's Signature of -Notary-Stake of Florida _j).te-- Owner/Agent is — Personally Known to Me or Produced ID -- Type of ID PrintPrin(Con c r/Agent's Natne t tiattire of Notary- e ofFlori Date 7 Contractor/Agent is Personally Known to Me or Produced ID Iype of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] FlectricalE] MeclianicalE] PlumbingE] Gas[] RoofEJ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mill. Occupancy Load: New Construction: Electric - H of Amps Fire Spriulder Permit: YesEl NoF] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads -- Fire Alarm Permit: Yes [] No [] uTu,jTlEs:.---- WASTE WATER: FIRE: BUILDING: Revierd hine 10 'nit i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No - Documented Construction Value: Job Address: L. -(PC) CIL i I Historic District: Yes ©No I Parcel ID: Residentia1—]1 9 tO Commercial U Type of Work, New. AdditionEl Alteration Cl Repair[] DemoEl Change ofUse p Move Description of Work: Plan Review Contact Person: VA,J I f\'GJ(_< Title: Tv —_- Phone: Email: (qtjc Name _ A2_\U, Street: S22 City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: M A Resident of properl conti4i: t6r information hone 40 -7 - 6' R 5 - 300 1- Q )OLCA Fax: qn— State License N Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NQnC, : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. O)nERIS AFFIDAVIT: I certify that all of the foregoing information is accurate ,PnWM-ffiat I'work will be done in compliance with all applicable laws regulating,, construction and 2, Signature of Owner/Agent Date Print Owner/Agont's Name Signature,of Notary -State of Florida Data Sign ie of Contractor/Agent Bate I f T"a I'll I I P I t tractorTnt-s " Name NConVAA4 -- 1— Signature of No%ms—lato of FloridaDate CHERYL D AKERS MY COMMISSION # FF9989 EXPIRES June 05, 2020 a Owner/Agent is Personally Known to Me or Contractor/Agent is __%,::5?ersonally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[l ElectricalEl Mechanical Plumbing[] GasE] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] NoFJ # of Heads Fire Alarm Permit: Yes [-] NoEl APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30,2015 Permit Application STATEWIDE State Cert CAC032448 1-888-831-2665 EL-J1 IRUI HEATING* AIR I David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page I of 2 sob Name: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 - Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE 34'COTTAGES PLAN NAME 7413 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANS/FAN- TOTAL CONTRACT NOTES Added 3/13/17 LIGHT COMBOS 4/0 PRICE 6,597.00 7497 2.5 14.00 8.2 4/0 6,449.00 4`4100 12%, 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE — 40' GARDENS PLAN NAME 7510 TONNAGE 3.0 SEER 14.00 HSPF 8.2 FANS/FAN- TOTAL CONTRACT PRICE— NOTES 6,850.00 LIGHT COMBOS,--- 4/0 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials CITY OF iANI`OIRD flitilding ct, Fire Prevention Division PE,kV11T APPLICATION Application No: A S --IT, Documented Construction Value: S 7.500 Job Address: 4602 TAMPICO WAY Historic District: N'csoNoEl Parcel ID: Residentialz C10111lUercial Type of Work: NcwFvJ Addition[—] Alterationo Repair[:] Demob Change of UseEl MoveH I)esct-iptinti ofWork: NEW SINGLE FAMILY HOME CONSTRUCTION Plan Review Contact Pet -son: — Title: LIM Email: Property Owner Information harrte DAVID WEEKLEY HOMES Phone: 713-963-0500 19031 - so City, State Zip. HUSTON, TX 77055 Resident of propertN ? Contractor Information Name SPEGAL PLUMBING LLC Street: 1767 BENBOW COURT City, State Zip. APOPKA, FL 32703 Name Street: City, St, Zip. Bonding Company: Address: Phone: 321-256-1234 Fax: 321-250-2304 State License No.; CFC1 428683 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: NVARNINGTO OWNER. YOUR FAILURE TO RECORD A NOTICE OF PAYING TWICE MEFORINIPROVELNTS 'J'O YOUR PROPERTY. A NO'FICE OF CO.NEMENCE.NILNT NIUST RE RECORDED AND POS'I'ED ON '11JE—JOB S1I'14, BEFORE '1411. FIRST INSPIX"VION. IF YOU INT[AD 1*0 OBTAIN FINANCING, CONSULJ_ WITIJ YOUR LENDER OR AN ATTORNEY BEIORE RECORDING YOUR NO-I'ICL OF' COMMENCEMENT. Application is hereby made to obtain a permit to do the work wid installatiours as indicated, I certify that nom,ork or itistalla(ioti has commenced prior to the issuance of ticruivit and that all -work will tic pert*ormcd to tirect standards of all laws regulatitig construction in this jurisdiction, I understand that a separate perinit must be secured for electrical work, plumbing, signs, wells. pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. rBc 1053 Shall be Inscribed \0th fliv date of application and (tic code In effect as of drat date. 6" Edition (21117) Florida Building Code Rn iw"J' l n azv i, 2019 I'mirt APPhQM1011 ill additiutl to the requircilleims of this licr2alit, thvc may be additional restrictions applicubicto 1111S PV01)c.:1-Tv tilat ilia", t);' lcttind it) the puNic records of this tloel ay, and there, may he additional perlllitS required from Mum, tICGTTUIlcIltFtl t lltiilCti ticieh a4 te'aicl' t milllalgemetit distric%s. State ageticicS. or retlt.ral agc„"mciet •. ticcelltaoce of permit IS Verification that i will notify tilt" otbller or tilt: prtlpetly of, the raluilemellts of h knida Livit l.itw, FS i l ?. 7` lie City of Satatiird retluires paayuaent of a plial tee°iew te:c at the little of pC'vniii tuhlnival. A copy of* the executed ctllltvact is rc:juireti ilt order to Cnlculate it plall review eharge aild will he Cousidcred tiic esliniate.'.d constrtleti()il viiliie: csf tiic joh at the time oi`Mitltri Litat. The actual comu'ucuoll vrtitltR will be tit;ured haised rail the current [CC Vaaloutioll Table ill eflect '"t the tirllr the twi-nut is isatictl, ill accordance Mill local ordinatim Should calculated charges figured (AT the exectlteti contract exceed tale actual Construction value, eredit will he applied to your permit fees when ihtr permit is istawd. OWNER' S ALTIDA'VIT: I certify that all of tite foregoing information is accurate and that Etll Nvork will be done in compliance ww•ith all applicable laws regulating construction and aonin'. mimrc tlftltsms r/Agcttt Prim 0%vuvrfApmt` dame Sipmattim of Notary -Stale of rl<? i¢iti Ow- ncriAgcnt is Personally Known to Me or Produced ID Type of Ili tii ddttire.ot`t:orzirtchir!At;kttl tiztis: e t Pont Contrt oorAgt : t s Nuata tit $• rt KEVIN W CLARK i zolary public - 5tlle of Flo?icoa Cmtttissiun it GG 2 i 662) rty Comm. E pites Attu+ 11, 202 i am: ed 111totl3h National Notary Alert. Contractotfe- uc.til is PersomiIIy Know n to iMeor Produced Ii) -Tylv ot`lt? BELOWIS FOR OFFICE USE ONLY. Permits Required; Building Electrical [I Mechanical PlumbitwgE] Gas[] Rool'[] Cortstrttrteott Type: (ccttp:trtcA, Use: hltttacl Zone: foul Sci ht of Bldg: Min. Occupancy Lorid: tl of Stories: New Construction: Electric - ## of .nips T'lurirlainl; - #- of Fixtilr•cs Dire Sprinkler Permit: Yes El Nci El" or l leads APPROVALS: ZONiNG: U`I'lLITIE'S: ENGINEFRING: C ONINICNTS: FIR : Eire Alarm hermit: Yes [] No[] WASTIw WATER: BUILDING: r{ eets ci:lattt. ry i..'.Citi t`r tit£ ,fit Ptrcatsc t, FOUNDATION SURVEY LEGAL DESCRIPTION: LOT33, REAGAN POINTE, ACCORDING TO THE PLAT 'THEREOr, AS RECORDEDIN PLAT BOOK 81, RAGES 45 THROUGH 52, O THF PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA, FLOOD INFORMATION: By PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007, CERTIFIED TO: DAVID WEEKLEY HOMES 4602 TAMPICO WAY, SANFORD, FLORIDA 32773 L1 L3 N 34'31'30" W 29.73'(P&M) S 34*31'30" E 23,35'(P&M) N L2 L4 N40* 51*28"E 32.26'(P&M) 834'31'30"E 112.76'(P&M) so W E S N, 41 0_1 C30 qP o, 00 0 r- x 00 Site Benchmark Information- S1 cel- c Frid. Nail & Disk (No Identification) In Asphalt. 0, Elevation, IM A_ 2 P Frid. Net & Disk (No Identification) In Centerline - A. E evsfion 51,54' 00, - Benchmark Information- Revision: Added Foundation Survey - 5130/le - TCK Seminole Coun!y Control Point GPS Revision: Moved House - 4/26/18 - RPS 16 Name 0117, Designation 488120117, Elevabon 45, 350' C29 C30 % (Elevations are based upon NAVD 88 Datum) R= 10.00'(P) R=25,00'(P) L= 1316'(P) L=45.65'(P) A= 75-22-58"(P) A=104'37-02"(P) Graphic Scale Chord Bearing= Chord Bearing= 2h, N 03*09'59" E 12.23'40 P& M) S 86'50'01" E 39 57'(P&M) gn*d by: Scale: 1"-20' 1 dyi& k f Do *1C"E'Q' 6 3 F C A E 8 4 E 8 Field Date: S/29/201 a 05/a9/18 T= c— PDateNGQmpleted! Drawn BY: R,S, File t FileNumberFO ont n,' - 1 1 -Px in w ' ny 01-1on on "I I"", ftoinr on I'd—odbn oonnow in W cod- ` 472 7 PloW. CC "Arrhol W. 1 PC •Point of cwAA,,,o cm C. oncrete 81. concrete M..— PI ^ Print of lnWfoetdltm roof Wad.a 9 V a W - dUttkt ndtor Fom«z In— NOT innn, 1—d -E C, C F' OB"Point.faginnint; P 0 L Rotor on unit oth.. n. --f aSSRCkT k d oafMkdal-4 MUST t,, -41- 4 I' Ll P" "' 7 FIR DE Eor. F-o,oitnt PR. Mommxnt Ron_- A— Patrick K. Iree 4, ,,,-cP 6637 LIB 762 FEMA - F.Xd E; P1 Point of Tangoncy R. O. Rd use of Sold Cs"W Parties D ul T111= Old Emb"a"Ki 'On Su2M2L$ TI6IDLN, F - E. 1, IP FfnIeW Hoor Owirtion Rod. Radkil Found R&C R.4w & C., Won pip. R.. -Re NONEVISIBLE Jlrdand k Asson'alps Sun-,eyllkq, lnc LN& O h ( A.) Nadi as aDior, Rfd' R..W 41Roo-& bw C.;,'L8 Mr 1301 S. Intemational Parkway Suite 2001 N. R. Non-Radlol tyµ : i!=_ Lake Mary, Florida 32746 Otte Poffid"i R—U 8.0 P"' UL . wM •YORK ~ wivwi.lirelandsurverying.com it.* UW. A10,ii main ". V_ Office4O7.678.3366 Fax -407.32O A165 Revision 0 Response to Comments 0 Pen -nit # City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Project Address: — t C-0 Contact: Ph: 9 c)- --i - B(c5 - 222A:T)- Fax: E rn a 11: 1 E, ki CQ 1-4 Trades encompassed in revision: uilding El Plumbing Electrical Mechanical 0 Life Safety 0 Waste Water General description of revision: AI 0 9 2011118 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering El Fire Prevention El Building 144 - (1& FINAL SURVEY Ifs LEGAL DESCRIPTION: LOT 33, 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 HOMES TAMPICO WAY, SANFORD, FLORIDA 32773 L1 L3 N 34'31'30" W 29.73'(P&M) S 34°31'30" E 23.35'(P&M) L2 L4 N 40'51'28" E 32.26'(P&M) S 34°31'30" E 112.76'(P&M) 50.g° G°Oo g9 v m°, fV I IP s d o• o. O 0 # 1 0 \ \50 cmo & 48.5 n 1 9 eice F`Q 1 G 1 49.2", Vim' N. J \ 4g.6' 0 c r -I a a, p d J Revision: Added Final Survey - 12/04/18 - BMJ Revision:Added Foundation Survey - 5/30/18 - TICK A Revision: Moved House - 4/26/18 - RPS o C29 C30 001 R=10.00'(P) R=25.00'(P) 00,0, L=13.16'(P) L=45.65'(P) Z=75°22'58"(P) 0=104037'02"(P) Chord Bearing= Chord Bearing= N 03009'59" E 12.23'(P&M) S 86p50'01" E 39.57'(P&M) Field Date: 12/3/2018 Date Completed: 12r04/16 Drawn By: B.J. File Number:IS-45011 FI Legend- C Calculated PC • Point of Curvature Centerline Pg. • Pape 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 Descriiption PP - Power Pole DE Drainage Easement PRM • Permanent Reference Esmt. Easemem Monument F.E.M.A. • Federal Emergency PT - Point of Tangency Management Agency R - Radius FFE F n'shed Floor Elevation Red. • Radial Fnd. Found R&C • Rebar & Cap IP Iron Pipe Rec. - Recovered L Length (Arc) Rfd. • Roofed M Measured Set - SetA" Rebar & N& D Nail & Disk Reber Cap "LB 7623' N. R. Non-ad'el RTypTypical . - al ORBOfficial Records Book UE - Utility Easement P at WM - Water Meter P.B. Plat Book a • Delta (Central Angle) o- Wood Fence 0- - Chain Link Fence Site Benchmark Information- N Fnd. Nail & Disk (No Identification) In Asphalt. Elevation: 50. 62' 4Q #2 Fnd. Nail & Disk (No Identification) In Centerline Elevation: 51. 54' Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) NOTES Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. S ubject 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 NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate 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 WALKOVER NORTH EASEMENT DRIVEWAY OVER SOUTH EASEMENT. Docu3' i/ g-ned by: ' ,, 1 • /1 k I I L.lAA4/t+[/C BICED63FCAE64EB Graphic Scale MR 10, Al 40' Scale: V= 20' I hereby Certify trial this Boundary Survey of the above Described Properly s True and Correct to the Best of my Knowledge and Beret as recently Surveyed under my Direction on the Date Shown. Based on Information fum'shed to Me as Noted and Conforms to the Standards of Practice for Land Survevx in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes, Pursuant ts,,AWtion 472,Q27 Florida Statutes. Patrick K. Irelan '.'.,FrriRtoP 6637 LB 7623 This Survey is ntende ' Y pr use of Said Certified Parties. This Survey NOT VALID UNL and Embossed 4l, Surveyor's Seal. Ireland k Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying. com Office-407. 678.3366 Fax-407.320.8165 , TZECORD COPY ,, p'1") Residential Load Demand Optional Method 1690 square feet X 3VA = 5070 VA Small appliance load = 3000 VA Laundry 1500 VA Dishwasher. 1200 VA Disposal. 1140 VA Water Heater. 4500 VA Dryer 5000 VA SIONRange = 16,000 VA Air Compressor = 9600 VA Welder 9600 VA Total 56,610 VA cAWORD First 10, OOOVA 0 100% .... 10,000 VA Remaining CO) 40%........... 18,644 VA total 28,644 VA 7 57HeatPump4400VA total 33,044 VA - 240V= 138 amps= 150 amp service Model 7498 Contractor David Weekley Homes — Subdivision Reaaan's Point County, Seminole citySanford James Lanier EC 0002989 Office # 407-933-7771