Loading...
HomeMy WebLinkAbout4614 Tampico Way 18-1586; NSFHA COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000333 BUILDING PERMIT NUMBER: 18-10000333 I %/ - / L—VI)a DATE: April 03, 2018 UNIT ADDRESS: TAMPICO WAY 4614 22-20-30-520-0000-0310 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4614 TAMPICO WAY / REAGAN POINTE / SFR FEE TYPE DIST-----SCHED------RATE------UNITS BENEFIT RATE UNIT CALL UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00N/A Single Family Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing CO 54.00 1.000 dwl unit 54.00 SSingle Family PARKS WIDE Housing ORD 5,000.00 1.000 dwl unit 5,000.00N/ LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 SHOULDPAYMENTCHECKORRENCETHECOUNTYBUILDINGYPERMITNUMBEREATOTHERTOPNLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE r " S.71 o 0 5/04/18 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 14:35:14APPL # 18-10000333 PERMIT # RECEIPT # 0153184OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI LIBRARY R 54.00 54.00 .00SCISCHOOLSR5000.00 5000.00 .00 SCI ROAD ARTERIALS R 705.00 705.00 .00 TOTAL FEES DUE .............: 5759.00 AMOUNT RECEIVED ............: 5759.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY: BDDT02 BALANCE DUE..........: 00 CHECK NUMBER.........: 000002778796 CASH/CHECK AMOUNTS...: 5759.00 COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # BUILDING PERMIT Min Max Inspection Description 10 10 Footer 20 Temporary Underground Power (TUG) Stemwall 30 1000 Form board / Foundation Survey 30 Slab / Mono Slab Pre our 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 REVISED: June 2014 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 MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical 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 P187'2= 7 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@gmail.com Property Address: 4614 Tampico Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0310 Phone Number: 407.865.8208 Email: twiggers@gmail.com The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 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: The parcel is in the: floodplain [—]floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain 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# 18-1586 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Sidewalk orMRt%Walkway including Right -of -Way Use & 4 Landscaping in Right -of -Way aaracronsev Department of Planning & Development Services 300 North Park Avemm. Sanford, Florda 32771 Phone: 407.888.5140 Fax: 407.888.5141 This Perri, au4tort ms work to be done on the subject property or In lie City of Sanford's riight-of-way In accoreance with the COys reguiWons and the attached cm3!ruCklcn plans approved as part of [his permit. The penrJl is requlred ror drtmmy or e sidewalk consPuctlon over 100 equate hot of concrete or otter material on the subject parvo, and ! or any construction of a drtvevray, walXvay or landscape ImprovemerJs tvlgVn the city Aghl of way. It does not approve any work wPhat any other ' jt.dadiction s rfghtof-waK Aft requested informalbn below as well as a current stavey. slt3 plan or plat dearly Identifying the sw+r.sna0el11a she and location of the edstlng dght-of-way and use shat ba proAded or application could be delayed. Ca0umramuW 1. Project LocattorlAddress: 116111 WG 2. ProposedANivfty: Drive -ay Walk -may Cther. 3. SrhedUe cf Whrc Star' Date Completion Cel_ cmtergenc/ Rapala 4. Edell Description of VW%* This application is submitt d by Signature r Print Name: Boma tkk - e— Address: S. I l Phone: 401 AIA - IS -POO Fax: Emelt bAltM2AVAtiMiii Dal. hlalnlanance ResponsibilitiosAndemnification Toe Requester, aid hb sucoesaora and assigns, s -a8 be roaow3lble fbr rAmetuol mslntenance of Uro hnproyened insfsaed w,ew tib AgrwmW This shall Include maintenance of Ifo Imorovemenl and unpaved portion cf rrgntof-way adjacent Broma Request may, with written City authorization, remove eats Ins!ahft-Ai prvramw.t"tailoring Gia rltht-ol-way to Its previous condllbn. In the event War any future ecnrtruction of nxadaay% ulgi0es, starinwatar tecl0as, crary ;eneral ma'ntenance actvltlos by the City bocomes in oomfildvAth the above ormitted ecWiy the permlitse shill remove, relocate and/or repair as necessary at no cost to the City of Sanford 'neofer as such farAitles aro b the xb7c rlghtoflvey. If tha Requeslor ooes riot condrium;W maintali the inprdvemenl and area In accordance wl:h previously stated criteria, or complotely neocare the dghFd-way A its previmz crx:d5on, the city sheik aim a=pnopdate notice. reatcre to area to its 3rovlow Condition At the Requesioro *Tensa and. 11 n ceasery, Me a Con on the Requesters Groperty to MOM Ofres.oral.on To ttm Ulast extant pwn ttad by law, Requeaior agrees to defend, Indemnity. and hold harmless the City, Its oounalDerscoa agents, eorvarb, or a ees (apprWed, ele F. or rdred) from and song any and .311 liabilities, claims, penalties, demands, sults, ju3gatoU losses, expenses, damages (direct, Iidlred of ceniMuerxlel), or 4ay cf any nature whatsoever :o person or property. and Ve oesta and wg=sm Incident thereto (incudng 00111901 dobnroe. solrement. Ord masonet le attornay'a,11,03 w to and Ieclut:Lng an appeal;, resulting In any fashion from or crating directly or indirectly out of cr eonnoe ori cath the use of OV Cilys ntgMol-way. I have d and and rs an the above statement and by signing this application I agroe to its, terms. Slgratws: ' Data •Z n This permit shall be posted on the site during coanatructlon. Please call 407.888.5080 24 hours In advance to schedule a pre -pour Inapection Pre -pow V*pWcn by: Application No. _ Revlowod: Public Norks Uttiles Approved: Engineering // t4ll Site Inspected by: Special Peml! Cordtions: RhanWr Date: Official Use Only Fee: Date: Date: Otate: Data: y'26 -/,y Date: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: I )% CIA &V ( C.1 e—I an agent of: hA' U l n ( 41 to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License Holder: STATE OF FLO DA yCOUNTYOF `C C 91 The foregoing instrume w s.a kno ledged before me this 2 Dday of P , 204 T-- , by who is Versonally known to me or o who has produced as identification and who did (did not) , e ar;,oat Notary Seal) pi*o% RACHEL BLACKWELL Notary Public - Slate of Florida y :a My Comm. Expires Jan 12.2018 Commission 9 FF 062350 Rev. 08.12) ck int or type name Notary Public - State of Commission No. My Commission Expires: REQUEST FOR TUG & PREPONVER AGREEMENT ALL RESIDENTIAL PROPERTIES Altomonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: 16n Je, . Project Address: W,o k_4 .1 Building Permit A Electrical Permit* In consideration for authorizing the appropriate utility company to energize Ute facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 7. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utdity to terminate electrical service without notice. Furthermore, we understand and agree that. should the jurisdiction exercise such right, tl:e jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly andrndividually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licepsed electrical contractor or his licensed representative shall hold the keys(s) For such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on ;he system prior to pre -power. TUG approval Is for service and outside GI+C1 outlets only. 9. Check with the local jurisdiction for fees associated wlth tugs. BOUA Dul'i e P~int Name of 0a/fenant SAgnatuRorowreriTenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print N• ne of Ge .Contractor Signal of Gen. ontnctor CC-t151g591 Gen. Contractor License # Je n& ; 0t- P int Name of I. contractor S/ tgnatum of EI. Contractor rCpgt ago - I EI. Contractor License # CALLED INTO: c Progress Encrgy o Florida Power and Light on Rev. 02/10/15) CITY OF SAS FORD FIRE DEPARTMENT Bnilrli»g & Fire Prevention Division PERMIT APPLICATION Application No: 15 —1( Documented Construction value: S 7500 Job Address: 4614 TAMPICO WAY Historic District: Yes No Parcel ID: Residential Commercial[] Type of Work: NewR Addition Alteration Repair Demo Change of Use i love Description of Work: NEW SINGLE FAMILY HOME CONSTRUCTION Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name DAVID WEEKLEY HOMES Street: 1111 NORTH POST OAK ROAD City, State Zip: HUSTON, TX 77055 Name SPEGAL PLUMBING LLC Street: 1767 BENBOW COURT Title: Phone: 713-963-0500 Resident of property? : Contractor Information City, State Zip: APOPKA, FL 32703 Nanle Street: City, St, Zip: Bonding Company: Address: Phone: 321-256-1234 Fax: 321-250-2304 State License No.: Architect/Engineer Information Phone: Fax: E-mail: i'Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICE OF 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO .NUMENCE.NIENT MUST BE RECORDED AND POS'T'ED o.N 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 COMM ENCEMF.N'1•. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 lags regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells. pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1.20IR Permit Application NO'1'1C'1 : In atitlition to the requirements of this permit, therc anay be additional restrictions applicable to this prulu ty that to;ty be found in the public records of this cetmly, and there may be additional permits rctluired from other goventntcnu l entities such ati Walcr Iuanagcmcnt districts. state agencies. or Ieticral agencies. Acceptance of permit is verification that I will notify ncc owner of the property of the requirements of Florida Licit Luw. I'S 13. 7'Ite City of Sanford requires payment of a plan review 1'ce at the time of peniiil tubmittal. A copy of the executed contract is required in order h maculate a plan rcvicty charge and will he considered the catinnowd construction value of the job at the time of stibm ttal. The actual construction Value will he figured based on the current ICC Valuation fable in efliet at the time the permit is i;aued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction Value, credit will be :applied to your permit fees when the pennit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all %Fork will be done in compliance with all applicable laws regulating; construction and tonin;;. Signatutc al'Ownrr/Agent Date rtiign,nwc ol'Conuaelur/Agrnt 111tc 116d O%VnedAgeni's tame signnr:re er Notal. state of fln.ida Dote 7It S V.i.a. Print Contractor. Agent's i`utnc KEVIN M. CLARK NoW,y Public • State of Ftorlda i<t U mmisOun 9 GG 716623 1'y Comm. Expires At g 12. 2021 Bonded Ihrou;h National Notary AS%n. Owner/Agent is Personally Known to Me or ContractoaMeent isPersonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Clcctrieal Vlrchanical Plumbin- Gas Roof Construction 'Type: Occupancy Use: Flood Zone: Total Stl Ft of Bldg: iVlin. Occupancy Load: It of Stories: New Construction: Electric - # of amps Plumbing - # of fixtures is Fire Sprinkler Permit: Yes No r of I leads Circ Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILI'T'IES: WASTE WATER: FIRE: BUIL-DIN(..: Ike%iced: J.-nuary 1.2018 I'ernu Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1596 Documented Construction Value: $ • (57 a Job Address: j(7 ' 0 " Historic District: Yes No. Parcel ID: Residentiaq Commercial Type of Work: New4q" Addition Alteration Repair Demo ` Change of Use Moverer Description of Work: C'D/7"/g1CAe ©{ Plan Review Cnntaet Person: Title: Phone: Fax: Email: Cr•n-P lo'' Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name y TPi r i c/ Phone: Street: // 7 G/i9 S' T Fax: City, State Zip: SS//7;)/`: State License No.: Arch itectlEng I neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current TCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all :applicable laws regulating construction and oning. Signature of Owner/Agent DateS n{rc of Con tig. 5clor/ Agent Date t`r e- lie/ 77 Prim Owner/Agent's Nome Print Co Tractor/Agent's Noe Signature of Notary -Slate of Florida Date Signoture of Nota -Mate of Flori 10:%t4Yir. CHAD W COWDERY c MY COMMISSION # FF985918 i ' EXPIRES April 25.2020 gpp NO1D ytiniGo.com X07 aoaotea Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: "ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: Junc 30.2015 ..._.:...._........ FOUNDATION SURVEY + p - LEGAL DESCRIPTION: Is d,<•s!°r' • . \ qLOT31, REAGAN POINTE, ACCORDING TO THE PIAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: .\it BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV, / Cl \ THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF ' SANFORD• COMMUNITY NUMBER 120294, DATED 9/28/20D7. 4\ ' CERTIFIEDTO: DAVID WEEKLEY HOMES, 16 TAMPICO WAY, SANFORD, FLORIDA 32773 Site Benchmark Information- 001 Fnd. Nall a Dist (No IdenblkaBon) In Asphalt. Elevation. 47 09' 2 r Fnd. Neil a Dist (No Identiflasion) In Centerline Y Elevation: 45 30 \ 1pke Benchmark Information- Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = • 45.350'. Fnd. 1J2" Reber 'sr C . Elevation are based upon NAVD 88 Datum) a Cap 'L8 7823' b> /C° i Lot 32 lQ4i< Al a \ s y4. LD1 '::::•. . 6` 2 0\1 p6 g 1p Fnd. 1R' Rebar 0 5> tIt e• a Cap 'LB 7623' Fnd. 112' Rebar a Cap "LB 7823•. p0 01 00, -p-` 4 Lot 30 L1 9%1.0 1J ALJ N 34°31'30" W 38.00'(P&M) cele B7023• L2 3' \ S 34'31'30" E 38.00'(P&M) 7 N N \ L3 l, \ S 34'31'30" E 36.76'(P&C) fili E PC On Lot 30 Gra hle Scab Not Located 11Y 2 4 S Revision: Added Foundation Survey . 5/30J1B - TCK Seale: 1'°20' Revision: Revised Address - 4r2811 B . RPS 2 EF Dwua4mdW. AM , . 1"144'j B/CEDe1FCAEe4EB F1eldDate: wNrAie Date CDmpletad:DSrAnA +arts Ilrl.e7alvyernlrea.uryel..7au..e°wD e.e t...rbuld.w,er L.eJaa,bw.,Iwwan7aMn T.rw Cm.abe.erd w'•+.ro e.w Ylarp sale, Drawn By RS. I File Number.IS450D6F0 >"nrdeh'°"r'>aw...wlw. ..e..ac aa.br.wwwr. •wrMwobws me.Oft .ew°mbebr nnru.se brl>n r.rr/Gl.n..rwh nn°kwnlaR..d ms rMltl mne CaN... a er 6rtlod. a vr..e.. b tiro Burn her libbdF4M. h.alsbO W.f9r 417d67ibNLegend- a4NgwN°r.+,l rw°.wMn/br/.wb,.r11"lt""IM.111,.7M. Y+MI°W fiO.L Mbw1 q7 :bbea°YL eC • C40.900 FC •Pow a Osman >binbArr>..Narrw.IN r,wlmru.lh.r.,171sn i M.,,u O.,mrribb N01 ...aIM. z Pp. 0 z1 Cowww Nodi a( .rdmdll°r mm a11.aDweb.^FYronf rou ll•.w.Nrr.ww,nw.110rw.nNowlM[u 1CN • tonanr Na.rnr. v O B • morn a e.yeq .r"r. o ` .wnaa%dm vO1:ror0'. ml"w."u 7wraarwwbwwnns DE •DnbrA.Er.rm rRN •hmrlrm Rawls mm..pm.UWrytwe.,[ wr... E.Im •Ea«w+ Nonbsnl.>u"TM>s""%^""r'""n"tl'°'h""+m"u"'"""br^"'^'1"•°>^"'r b' Patrick K.lrel >t 1P• 6637 LB 71 FE.N.A •i.eaa Erlrp.my vT P. ai.rpny n°,.ww•.7.wrrwvnu.nwmryu°..s...r.. Reuryw..,,brw MS$engbltidld of Sold Cefow Pen Y.FW:;=7ewT R •wet. cr.nwry.. Nn%gN'. 6_0.. an+"0u. w>,, C." lib RDf VNJD 1A 516,b wdrak FFE .F hbrre Floe B.+alon Red •wdl + 0nrn0r lwrutn• Fft L* (MC, - lrelawl & Associates Surueying, 1700 Ir • I.. PAr RK Re-" NONE VISIBLE HAD -"e'iie" rsr"o rC. P't•tsFbW 1301 S. International Parkway Suite 2001 oR :O R.md.9oo. LIEE . WNYC warn Lake Mary, Flatly 32748 P.- wP1° F..nn -°o-- uo+ u.I.1u r«9"1 OtAoe-407.678.3366 07.320.8161 Revision Response to Comments Permit # [ S. k Z5 v< -P City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date (< , 1 ` Project Address: -A Lc k -l -A 'i!PMNkQ l C -L) k/'\RQ Contact: T WCa 1 l C-1 L-ke - Ph: , 8 (J? c 2 Fax: Email:1 C tx12 S Wl-vJt- • -i Trades encompassed in revision: Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: ROUTING INFORMATION Approvals Building Plumbing Electrical i Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: ROUTING INFORMATION Approvals Revision V City of Sanford Response to Comments D Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 AUG 0 82018 Email: building@sanfordfl.gov Permit # 19- 1 58 ( Submittal Date $- u- IQ Project Address: TAVMk PCCD wAI{ Contact: N rG ('04v-& Ph: 401 OoAi 41011 Fax: Email: P C.ee)&L 12 ,a`rc. UNA- 0 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: D%,rc.Q QEVJ:A90AJ - 4% bvCLf-. ROUTING INFORMATION Approvals 0 Building & - (,I- (t Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: D%,rc.Q QEVJ:A90AJ - 4% bvCLf-. ROUTING INFORMATION Approvals 0 Building & - (,I- (t 4_2_X42 A/C S_L_A_B_________________ i BY BLDR MIN LINE or GMIfVEF ABODE 2'FROM WALL rmmi ; 2 CAR GARAGE 3.0 Ion w/Slav 240v 1 ph platform by bldr L 1 scale: Fresh air FI' `h -'r M-9— utL , EDROOM 1 73' Sf l l 6da 8t x 81 ENTRY 5„ Iwoo B SI 9.4SOFIN 30x6 1 0 3rw TUB a SHOM 8" 14 1 WNL n bain duct L-----s4Boa1 _ to roof cap ®`" 0. CZ w/fan Nutone 696RNB FIRST FLOOR 9s II I I I i HONEYWELL 2 -ZONE DAMPER SYSTEM H7221 40va trans ARD TZ16 p% ARD 2D 12TZ1Z1THS32OUIODODAG TH632OU1000DAG DATS C7735A 1000 HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM 6" SNAPLOCK, FLEXABLE METAL PIPE, \ OR FLEX / INSULATE W/ 1.5 IN *A DUCT WRAP WALL CAP WITH INSECT SCREEN OR TO 10x10 RAG Y8150 FRESH AIR DAMPER OUTSIDE AIR DETAIL TO SOFFIT OR WALL CAP aq: Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r-6 insulation value. I m I 30 twcd Z w fl 7p V co w W t '0 A D -0 C p w WNI RD' I2p0 S-2 SH OWNER'S RETREAT 108 Twcd 7 85 i+l ti H t I Ler---f E,w KITC N 8" 14x8 twcd I I ow I LoorEo J _ Win N 1? b WALL 8" ... b DINING 14xlwtd 14x8 wcd 180 1 FAMILY I 4I' a I L__J 24"SH 245-2SH 305-ZSH 245-2SH ar-c @a•a- r•o NOTE TO BUILDER•MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code -Ml 602.4 balanced return arc. EXCEPTIONS 1.3 SECOND FLOOR J oZ0 - O 0 rr J Y o w W OF A D -0 C w a) .A i ` 1 ti W 4" dryer dud o roof cap w/dryer vent box 7%td,en vent o root cap 12 LC n r m Rating V Cn L iS L CZ Q 27 Q 2- S 2 to m Z 01 IOU U) T— Lu F N 0 W J Y Z 0w W Z IJ r '^ CIO0c6 i ` J omti z O L/) M LU o z p z 6i O J O O Q RECORD COPY jje\ JjSjotA RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot3lReaganPointe7497AN Builder Name: DAVID WEEKLEY Street: 4614 Tampico Way Permit Office: SP'CX City, Permit Number: 5 fl'%c-oState, Zip: Sanford , FL , 32773 j 8 - Jurisdiction: 6910 0Design 1 8 6Owner:r p,V b TQC \ Location: FL, Sanford County: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2297.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a Frame -Wood, Exterior R=13.0 1392.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 224.00 ft' 4. Number of Bedrooms 3 d N/A R= fla 10. Ceiling Types (1097.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1097.00 ft' 6 Conditioned floor area above grade (fl') 1617 b. N/A R= ft' Conditioned floor area below grade (fl') 0 c. N/A 11. Ducts R= fla R fl' 7. Windows(252.0 sgfl.) Description Area a. Sup: Attic, Ret- Attic, AH: 1st Floor 6 323.4 a. U -Factor: Dbl, U=0.34 252.00 ft' SHGC: SHGC=0.30 b U -Factor: N/A fla 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 33.0 SEER:14.00 c. U -Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A fl' a. Electric Heat Pump 33.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.841 fl. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1617.0 sgfl.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 540.00 fla b. Conservation features b. Floor Over Other Space R=0.0 520.00 fla None c. other (see details) R= 557.00 ft' 15. Credits Pstat Glass/Floor Area: 0.156 Total Proposed Modified Loads: 58.16 PASSTotalBaselineLoads: 59.30 1 hereby certify that the plans and specifications covered by Review of the plans and fc HE S?,9, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Russell Henry Before construction is completed a DATE: March 19,2018 this building will be inspected for V a compliance with Section 553.908 I hereby certify that this building, sd si d, is in compliance Florida Statutes. O with the Florida Energy Code. COD t+VE OWNER/AGENT: BUILDING OFFICIAL' DATE: - DATE: ?'' / Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 5 11 FORM R405-2017 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lo131 ReaganPointe7497AN Bedrooms. 3 Address Type- Street Address Building Type: User Conditioned Area- 1617 Lot # Owner Name: Total Stories: 2 Block/Subdivision- of Units: 1 Worst Case- No PlatBook: Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street: 4614 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 V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1617 14731.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 540 5038.2 Yes 3 2 1 Yes Yes Yes 2 2nd Floor 1077 9693 No 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 2nd Floor ___ __ 91 ff= 19 0.22 0 0.78 2 Floor over Garage 2nd Floor ___ ___ 466 ft' 19 0.3 0 0.7 3 Slab -On -Grade Edge Insulatio 1st Floor 72.9 ft 0 540 ft' 0.4 0 0.6 4 Floor Over Other Space 2nd Floor ___ ___ 520 fi= 0 0.35 0 0.65 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1227 ft' 274 ft' Medium 0.85 N 0.9 No 0 266 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1097 ff' N N 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 20 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1077 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ornl 10 Wall Type Space Rte, F, In Ft In Area a -Value Frarlion Ahcnr marl 1 NE Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 ft' 0 0.23 0.6 0 2 SE Exterior Frame - Wood 2nd Floor 13 48 0 9 8 464.0 ft' 0 0.23 0.6 0 3 SE Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228 7 W 0 0 0.6 0 4 SW Exterior Frame - Wood 2nd Floor 13 24 0 9 8 232.0 W 0 0.25 0.6 0 5 SW Exterior Concrete Block - Int Insul 1st Floor 7 24 0 9 4 224.0 W 0 0 06 0 6 NW Exterior Frame - Wood 2nd Floor 13 42 6 9 8 410.8 ft' 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 24 0 , 9 4 224.0 ft' 0 0.23 0.01 0 9 NW Exterior Frame - Wood 2nd Floor 13 5 6 9 8 53.2 ft' 0 0.23 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Fl In 1 SW Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low -E Double Yes 0.34 0.3 N 46.5 ft' 1 ft 4 in 2 ft 3 in Drapesiblinds Exterior 5 2 SE 2 Vinyl Low -E Double Yes 0.34 0.3 N 36 0 ftz 1 ft 4 in 2 ft 3 in None None 3 SW 4 Vinyl Low -E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 4 SW 4 Vinyl Low -E Double Yes 0.34 0.3 N 20.7 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5 5 SW 4 Vinyl Low -E Double Yes 0.34 0.3 N 15.5 W 1 ft 4 in 5 ft 5 in Drapes/blinds Exterior 5 6 SW 5 Vinyl Low -E Double Yes 0.34 0.3 N 36.0 W 1 1114 in 15 ft 0 in Drapes/blinds Exterior 5 7 NW 9 Vinyl low -E Double Yes 0.34 0.3 N 21.3 ft' 7 ft 4 in 2 ft 4 in None None 8 NW 6 Vinyl Low -E Double Yes 0.34 0.3 N 36.0 ft' 1 ft 4 in 1 ft 7 in None None 9 NW 6 Vinyl Low -E Double Yes 0.34 0.3 N 12.0 W 1 ft 4 in 2 ft 7 in None None 10 NW 7 Vinyl Low -E Double Yes 0.34 0.3 N 20.0 W 1 ft 4 in 12 ft 11 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 466 ft' 466 ft' 60.89 ft 9.33 ft 1 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000376 1595.9 87.61 164.77 .3382 6.5 HEATING SYSTEM 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 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply --- Location R -Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 323.4 ft Attic 80.85 ft Proposed On 1st Floor -- cfm 97.0 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling]] Jan Feb Mar HeatinpC] Jan Feb Mar Ventin [ ] Jan Feb X Mar Ceiling Fans: A r Ma rl Jun rlJul ri Aug Se Oct ( NovfAprfMayJunJulAuSepOctjX] Nov X] A r [ Ma Jun Jul Aug Se [X] Oct [X] Nov Dec Dec Dec 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 0 1 - Electric Heat Pum 1 - Central Unit 3/19/2018 8:01 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (n') 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: 4614 Tampico Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1392.00 n7 33.0 HSPF:8.20 b. Concrete Block - Int Insul, Exterior R=7.0 681.33 n 1 c. Frame - Wood, Adjacent R=13.0 224.00 n' 3 d. N/A R= n' Cap: 40 gallons 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1097.00 n' 1617 b. N/A R= n' c. N/A R= n' Area 15. Credits Pstal 11. Ducts R n' 252.00 n' a. Sup. Attic, Ret: Attic, AH: 1st Floor 6 3234 n' 12. Cooling systems kBtu/hr Efficiency n' a. Central Unit 33.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= n' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 33.0 HSPF:8.20 1.841 n. 0.300 Area 14. Hot water systems a. Electric Cap: 40 gallons 540 00 n' EF: 0.94 520.00 n' b Conservation features 557.00 n' None 15. Credits Pstal I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. erwise, a new EPL Display Card will be completed based on installed Code compliant/ eaturts. Builder Signature: / Date: I Z3. 1'6 Address of New Homey4u tJ ,A TPeAP%Cz L, )e a City/FL Zip:45ArSlFC7?O e4, a V Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/19/2018 8:02 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 v Tel flc NNT 42X42 AIC SLAB 4— z g CO %(N 1 BY BLDR MINOWNi7FROMWALLiR E -gRETREAT fl V v m • 6 Flo ZWWEVWELLMON DAMPER SYSTEM TDD.A in.a 8 CD JARDTZIG .r7 0f ZiGRAGEqARDT212DcSi CPRD12 #] .. 19 x.o10eiTIIe90:oDDDAO i7 WNER = r THMM ODDDAG CL BAC er14111 DATSC7755AiWD ZD F..... 8• t I 'r ua t HONEYMLL Y8150 FRESH 1 ii1cp AIR VENTILATION SYSTEM '' 1"Is' r t •j .. " rnwn.wE N mF,esAe'u '.... BSnAPL KFLEXAeLEMETALmPE. 4 .. "rte Z oR nEx : p KITC N e• , s [pS p uu to Irl IYI ne :.... wSIRATE W/ I S w 1 i 1m L• W W 04 DIICTwRAP wAll CAP - J tq io' I -- lNZq WIT"INSEcr • ye Q 1 1 TOpo.ORAG7 IIDFRISIIAIR—PER E• 8. 1 ( Y 8 I It 1Pn OUTSIDE MR DETAIL TO SOFFIT OR WALL CAP O DINING »• 1wa »n +e• i I to 1 ENTRY 6• FAMILY Nom 1I WW UM L-----Q-J ••• J ` eF I » Nfl »»M »NM W r t0 roof cap NIY01! . F.. eF.F e, v J Z_ Wrten PC"om RCUTRU1LDER MUST PROVIDE UNRE&TRICTEDeELOWDOOReTOUNTALIE ROOLIS Y O Nutone 69GRNB W T.a nrr R.IrMDr iir em. D_ } INmI NeN. FIRST FLOOR ERGEPTwRa w Q W SECOND FLOOR p ciC c6H Z 0v 0lYom Rating o } KU, m W > .. Z W J Q I- m h- Q Mull have a munmum aealanee of uw1e5 arwro the au narokl pet the Slate Ennpy awe Al Gua has an r -G unulatnn wh,e m CL J 0 1 DEL -AIR Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY, Lot3lReaganPointe7497AN 4614 Tampico Way, Sanford, FI 32773 Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.4°F Sensible gain: 24539 Btuh Outdoor design WB: 76.3°F Latent gain: 5460 Btuh Indoor design DB: 75.0°F Total gain: 29999 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: 25283 Btuh 103% of load Latent capacity: 6080 Btuh 111% of load Total capacity: 31363 Btuh 105% of load SHR: 81% Design Conditions Outdoor design DB: 41.9°F Heat loss: 20827 Btuh Indoor design DB: 70.0°F Job: LoWReagan Pointe7497... Data: March 17, 2018 By: RH Entering coil DB: 76.8°F Entering coil WB: 63.7°F Entering coil DB: 68.5°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 162% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 6.1 kW 100% of load Temp. rise: 59 OF Meets all requirements of ACCA Manual S. wrightsoft• 2018 -Mar -19 08 15 43 W. • .. Right-Suile® Universal 2018 18.0.10 RSU24015 page 1 1ReaganPomte7497AN%Lol31ReagenPointe7497AN.rup Calc = MJ8 House laces. SW Component Constructions Job: Lot31ReaganPointe7497` DEL-AIR ... Date: March 17, 2018 IMMM-Am Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY, Lot3lReaganPointe7497AN 4614 Tampico Way, Sanford, FI 32773 Location: Or Indoor: Heating Cooling Orlando Intl AR FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 105 ft BWh/W-'F Design TD (°F) 28 17 Latitude: 28°N Btuh Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: 186 0.089 Daily range (°F) - 17 ( M) Method Simplified 511 Wet bulb (°F) - 76 Construction quality Average 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain M BWh/W-'F M•'F/BWh BWh/W BWh BWh/M Btuh Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" ne 186 0.089 13.0 2.50 465 2.75 511 gypsum board int fnsh, 2"x4" wood firm, 16" o.c. stud: 12C-Osw Firm se 430 0.089 13.0 2.50 1074 2.75 1181 wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int sw 188 0.089 13.0 2.50 471 2.75 518 fnsh, 2"x4" wood frm, 16" o.c. stud nw 396 0.089 13.0 2.50 991 2.75 1089 all 1200 0.089 13.0 2.50 3002 2.75 3299 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board se 228 0.167 7.0 4.69 1069 5.16 1175 int fish: 13A-7ocs Blk wall, stucco ext, r-5 ext bd Ins, 8" thk, 1/2" sw 163 0.167 7.0 4.69 766 5.16 842 gypsum board int fnsh nw 208 0.167 7.0 4.69 975 5.16 1072 all 599 0.167 7.0 4.69 2810 5.16 3089 Partitions 12C-Osw Firm wall, r-13 cav ins, 1/2" gypsum board int fish, 2"x4" 205 0.096 13.0 2.70 554 1.82 374 wood frm, 16" o.c. stud. 12C-Osw Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, ne 47 0.340 0 9.55 447 22.3 1044 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 2.27 It sep.); 7.33 ft head ht 213-2tv. 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, se 36 0.340 0 9.55 344 22.9 824 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 It overhang (6 it window ht, 2.27 It sep.); 18 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 8 0.340 0 9.55 76 22.9 183 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium: 1.33 It overhang (4 ft window ht, 3.72 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 21 0.340 0 9.55 199 22.9 476 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (5.2 It window ht, 3.74 it sep.); 8 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 16 0.340 0 9.55 149 22.9 357 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it overhang (5.2 it window ht, 5.38 it sep.): 8 ft head ht I- wrightsoft- 2018 -Mer -19 08:15:43 Right -Suite® Universal 2018 18.0 10 RSU24015 Page 1 1ReaganPotnte7497AN%Lo131ReaganPointe7497AN.rup Calc = MJ8 House laces SW 2A-2ov. 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 36 0.340 0 9.55 344 22.9 824 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 15.04 ft sep.); 8 ft head ht 10C -v: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap. nw 21 0.340 0 9.55 204 15.6 333 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 7.33 ft overhang (8 ft window ht, 2.33 ft sep.): 6.67 ft head ht 213-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw 36 0.340 0 9.55 344 22.3 803 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.6 ft sep.); 8 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw 12 0.340 0 9.55 115 22.3 268 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 2.6 ft sep.). 7 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw 20 0.340 0 9.55 191 22.3 446 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 12.92 It sep.): 7.33 ft head ht Doors 11JO: Door, mtl fbrgl type sw 24 0.600 6.3 16.9 405 18.3 438 11 D0. Door, wd sc type n 18 0.390 0 11.0 196 11.9 212 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins. 1/2" 1094 0.026 38.0 0.73 799 1.40 1535 gypsum board int fnsh Floors 20P -19c: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-19 cav ins, amb 91 0.050 19.0 1.40 128 0.70 63 ovr 20P -19c: Fir floor, frm fir, 6" thkns, carpet flr fish, r-19 cav ins, gar ovr 461 0.050 19.0 1.40 647 0.70 321 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fish 73 0.989 0 27.8 2026 0 0 wrightsofft. 2018 -Mar -19 08 15.43 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2 1ReaganPointe7497AN%Lot3lReaganPomte7497AN.rup Calc = MJ8 House faces SW Job: Lot3lReagan Pointe7497... 1 DEL -AIR Project Summary Date: Mach 17, 2018 11•il Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: DAVID WEEKLEY, Lot3lReaganPointe7497AN 4614 Tampico Way, Sanford, FI 32773 Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 47 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16999 Btuh Structure 19622 Btuh Ducts 2411 Btuh Ducts 4040 Btuh Central vent (46 cfm) 1416 Btuh Central vent (46 cfm) 877 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20827 Btuh Use manufacturer's data y Rate/swing multipplier 1.00 BtuhInfiltrationEquipmenfsensibleload24539 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2942 Btuh Ducts 1066 Btuh Central vent (46 cfm) 1452 Btuh Heating Cooling Outside air 5460 BtuhArea (ftz 1617 1617 Equipment latent load Volume (ft') 15662 15662 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 29999 Btuh Equiv. AVF (cfm) 131 68 Req. total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 30 OF Backup: Input = 6 kW, Output = 20730 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C w =6111. 4 ft- 2018 -Mar -19 08 15:43 y • - •-•--M Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 IOC-'& Calc - MJ8 House faces: SW DEL -AIR Right -J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-831-2665 Job: Lot3l Reagan Pointe7497AN Date: Mal'ch 17, 2018 By: RH 1 Room name Entire House BDRM 2 2 Exposed wall 216.9 ft 25 0 ft 3 Room height 9.6 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 1637.0 fl' 1.0 x 137.0 ft 137.0 ft' Ty Construction U -value Or HTM Area UP) Load Area (ft) Load number Btuh/ft'-'F) Btuh/ft') or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw Fnn wall, sl 0.089 no 2.50 2.75 233 186 465 511 0 0 0 0 1-G 2A-2ov 0.340 ne 9.55 2231 47 0 447 1044 0 0 0 0 W 12C-Osw Fnn wall, st 0.089 e 250 2.75 466 430 1074 1181 0 0 0 0 I G 2B-2fv 0.340 se 9.55 22.90 36 0 344 824 0 0 0 0 11 W 13A-7ocs Blk wall, s 0.167 se 4.69 5.16 228 228 1069 1175 121 121 567 624 12C-Osw Firm wall, st 0.089 sw 2 50 2.75 233 188 471 518 0 0 0 0 TE 2A-2ov 0.340 sw 9 55 2290 8 0 76 183 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 21 0 199 476 0 0 0 0 2A-2ov 0 340 sw 9.55 2290 16 0 149 357 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.167 sw 4 69 5.16 223 163 766 842 107 71 333 366 2A-2ov 0.340 sw 9.55 22.90 36 0 344 824 36 0 344 824 II_ p 11J0 0.600 sw 16.86 18.27 24 24 405 438 0 0 0 0 12C-Osw Fnn wall, st 0.089 nw 2.50 275 466 396 991 1089 0 0 0 0 10C -v 0.340 nw 9.55 15.61 21 0 204 333 0 0 0 0 28-2tv 0.340 nw 9.55 2231 36 0 344 803 0 0 0 0 28-2tv 0.340 nw 9.55 2231 12 0 115 268 0 0 0 0 yJ 13A-7ocs Blk wall, s 0.167 nw 4.69 5.16 228 208 975 1072 5 5 22 24 G 2A -2w 0.340 nw 9.55 22.31 20 0 191 446 0 0 0 0 q 12C-Osw Fnn wall, r- 0.096 270 1.82 223 205 554 374 0 0 0 0 D 11D0 0.390 n 10.96 11.88 18 18 196 212 0 0 0 0 C 168-38ad 0.026 0.73 1.40 1094 1094 799 1535 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 91 91 128 63 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 461 461 647 321 0 0 0 0 F 22A -cd 0.989 27.79 0.00 543 73 2026 0 137 25 695 0 6 c) AED excursion 717 222 Envelope loss/gain 12980 15608 1961 2060 12 a) Infiltration 4019 1294 450 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1800 0 Subtotal (lines 6 to 13) 16999 19622 2411 2205 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16999 19622 2411 2205 Duct loads 1 14"h 1 21% 2411 4040 50/6 50/0 121 110 r Total room load 19410 23662 2532 2315 Air required (cfm) 1100 1100 143 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}t rwlghtmoTt- 2018 -Mar -19 08:15:43 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 1ReaganPointe7497AN%Lot3lReaganPom1e7497AN.rup Calc = MJ8 House faces SW DEL --AIR Right -J® Worksheet Job: Lot31 Reagan Pointe7497AN Entire House Date: March 17, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 1 Room name BATH 2 FOYER 2 Exposed wall 12.0 0 25.0 H 3 Room height 9.3 It heat/cool 9.3 It heal/cod 4 Room dimensions 6.0 x 8.5 It 1.0 x 216.4 N 5 Room area 51.0 ft' 216.4 ft' Ty Construction U -value Or HTM Area (fill Load Area (ftj Load numberI BtuWftL'F) BtulVfta) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 y 12C-Osw Fnn wall, st 0.089 no 250 2.75 0 0 0 0 0 0 0 0 L-( 2A-2ov 0.340 no 9.55 22.31 0 0 0 0 0 0 0 0 WL12C-Osw Fnn wall, st 0.089 se 2.50 2.75 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 se 9.55 22.90 0 0 0 0 0 0 0 0 11 W 13A-7ocs Blk wall, s 0.167 se 4.69 5.16 0 0 0 0 107 107 502 552 Vh12C-Osw Frim wall, st 0.089 sw 2.50 2.75 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 sw 4.69 5.16 56 56 262 288 60 36 171 188 Gp 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 1'IJO 0.600 sw 16.86 18.27 0 0 0 0 24 24 405 438 Vb12C-Osw Frm wall, st 0.089 rrw 2.50 2.75 0 0 0 0 0 0 0 0 10C -v 0.340 rrw 9.55 15.61 0 0 0 0 0 0 0 0 2B-2fv 0.340 rrw 9.55 22.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 rrw 9.55 22.31 0 0 0 0 0 0 0 0 J 13A-7ocs Blk wall, s 0.167 rrw 4.69 5.16 56 56 262 288 65 65 305 336 G 2A -2w 0.340 rrw 9.55 22.31 0 0 0 0 0 0 0 0 q 12C-Osw Frrn wall, r- 0.096 2.70 1.82 0 0 0 0 98 80 215 145 t D 1100 0.390 n 10.96 11.88 0 0 0 0 18 18 196 212 C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-cp1 0 989 27.79 0.00 51 12 333 0 216 25 695 0 6 c) AED excursion 40 126 Envelope loss/gain 857 535 2489 1745 12 a) Infiltration 216 70 450 145 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 1073 605 2939 1890 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1073 605 2939 1890 15 Duct loads 59A 5% 54 30 5°4 5% 147 95 Total room load 1127 635 3086 1985 Air required (cfm) 64 30 175 92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f.F wrsge+tmott 2018 -Mar -19 08:15 43 A Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2 1ReaganPointe7497AN\Lol3lReaganPointe7497AN.rup Calc = MJ8 House faces: SW DEL -AIR tem • c mo o Right -M Worksheet Entire House DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 32771 PPhhND407-8833 - 2665G Job: Lot31ReaganPointe7497AN Date: March 17, 2018 By: RH 1 Room name BDRM 3 MASTER W.I.0 2 Exposed wall 10.9 ft 12.0 It 3 Room height 9.3 ft heat/cool 9.7 It heat/cool 4 Room dimensions 1.0 x 138.4 ft 1.0 x 50.8 It 5 Room area 138.4 ft' 50.8 ft' Ty Construction U -value Or HTM Area (ft) Load Area (1111 Load number Btuh/ft='F) Btuh/ft or perimeter (ft) Stuh) or perimeter (tt) Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6yJ 12C-0sw Fnn wall, st 0.089 no 250 2.75 0 0 0 0 68 68 170 187 t -G 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 W 12C-0sw Fnn wall, st 0.089 se 250 275 0 0 0 0 0 0 0 0 l- 2B-2fv 0.340 se 9.55 2290 0 0 0 0 0 0 0 0 11 W 13A-7ocs Blk wall, s 0.167 se 4,69 5.16 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 sw 250 275 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.69 5.16 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 11J0 0.600 sw 16.86 18.27 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 nw 2.50 2.75 0 0 0 0 49 49 121 133 10C -v 0.340 nw 9.55 15.61 0 0 0 0 0 0 0 0 2B -2N 0 340 nw 9.55 2231 0 0 0 0 0 0 0 0 2B -2N 0.340 nw 955 22.31 0 0 0 0 0 0 0 0 VjJ 13A-7ocs Blk wall, s 0.167 nw 4.69 5.16 102 82 386 424 0 0 0 0 a 2A-2ov 0.340 nw 9.55 22.31 20 0 191 446 0 0 0 0 q 12C-Osw Fnn wall, r- 0.096 2.70 1.82 126 126 339 228 0 0 0 0 D 11D0 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 0 0 0 0 51 51 37 71 F 20P -19c 0 050 1.40 0.70 0 0 0 0 32 32 44 22 F 20P -19c 0.050 1.40 0.70 0 0 0 0 19 19 27 13 F 22A -cd 0 989 27.79 0.00 138 11 303 0 0 0 0 0 6 c) AED excursion 152 31 Envelope loss/gain 1219 1251 399 395 12 a) Infiltration 198 64 225 73 b) Room ventilation 0 0 0 0 13 Internal gains* Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 1417 1315 625 468 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1417 1315 625 468 15 1 Duct loads 59/6 50/0 71 66 22% 27% 138 129 Total room bad 1488 1381 1 763 596 Air required (dm) 84 64 43 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C } wrIgFstmoli't- 2018 -Mar -19 08:15.43 l. "" Right -Suite® Universal 2018 18.0.10 RSU24015 Page 3 1ReaganPointe7497AN%Lot3lReaganPomte7497AN.rup Calc = MJ8 House faces: SW DEL --AIR Right -J® Worksheet Job: Lot31Rea9anPointe7497AN Entire House Date: March 17, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 1 Room name MASTER W.C. MASTER SUITE 2 Exposed wall 7.0 ft 27.0 ft 3 Room height 9.7 ft heal/cool 9.7 ft heal/wol 4 Room dimensions 3.5 x 7.0 If 1.0 x 203.8 R 5 Room area 24.5 ft' 203.8 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btuh/ft'VI') Btuh/ft`) or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 t12C-Osw Fnn wall, st 0.089 ne 2.50 2.75 0 0 0 0 165 118 295 325 C 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 47 0 447 1044 W, 12C-Osw Fnn wall, st 0.089 se 2.50 275 0 0 0 0 97 97 243 267 0 2B-2fv 0.340 se 9.55 22.90 0 0 0 0 0 0 0 0 11 W 13A-7ocs Blk wall, s 0.167 se 4.69 5.16 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 sw 2.50 2.75 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 v6G13A-7ocs Blk wall, s 0.167 sw 4.69 5.16 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 11,10 0.600 sw 16.86 18.27 0 0 0 0 0 0 0 0 VVV 12C-Osw Frrn wall, st 0.089 nw 2.50 2.75 68 68 170 187 0 0 0 0 10C -v 0.340 rtw 9.55 15.61 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 9.55 2231 0 0 0 0 0 0 0 0 Vel 13A-7ocs Blk wall, s 0.167 rtw 4.69 5.16 0 0 0 0 0 0 0 0 t ---G 2A-2ov 0.340 rnv 9.55 22.31 0 0 0 0 0 0 0 0 F( 12C-0sw Fnn wall, r- 0.096 270 1.82 0 0 0 0 0 0 0 0 t -O 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 25 25 18 34 204 204 149 286 F 20P -19c 0.050 1.40 0.70 14 14 20 10 34 34 48 24 F 20P -19c 0.050 1.40 0.70 11 11 15 7 170 170 238 118 F 2ZAcd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 49 Envelope loss/gain 222 221 1420 2112 12 a) Infiltration 131 42 507 163 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (livres 6 to 13) 354 263 1927 3105 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 354 263 1927 3105 151 Duct loads 1 22% 27% 78 72 22% 27% 425 853 Total room toad I 432 335 2352 3958 Air required (cfm) 1 1 24 16 1 133 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 40- wrtlghwc'Vt- 2018 -Mar -19 08:15 43 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 4 1ReaganPointe7497AN%Lot3lReaganPointe7497AN.rup Calc -M.08 House faces: SW 1 DEL -AIR Right -JO Worksheet Job: Lot3l Reagan Pointe7497AN Entire House Date: Manch 17, 2018 DEL AIR HEATING & AIR By: RH CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name POWDER MASTER BATH 2 Exposed wall 7.5 ft 7.0 ft 3 Room height 9.7 ft hwVcool 9.7 ft heat/cod 4 Room dimensions 3.5 x 7.5 ft 1.0 x 90.3 H 5 Room area 26.3 ft' 90.3 ft' Ty Construction U -value Or HTM Area (ftp Load Area Of) Load number Btuh/ft'-'F) Btuh/ftj or perimeter (H) Btuh) or perimeter ((t) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y 12C-Osw Fnn wall, st 0.089 ne 2.50 2.75 0 0 0 0 0 0 0 0 2A-2av 0.340 no 9.55 22.31 0 0 0 0 0 0 0 0 W 1210-0sw Firm wall, st 0.089 se 2.50 275 73 73 182 200 0 0 0 0 I-6 2B-2fv 0 340 se 9.55 22.90 0 0 0 0 0 0 0 0 11 W 13A-7ocs Blk wall, s 0.167 se 4.69 5.16 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 sw 250 275 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 955 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 2290 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0 167 sw 4.69 5.16 0 0 0 0 0 0 0 0 2A-2ov 0 340 sw 9.55 2290 0 0 0 0 0 0 0 0 11,10 0 600 sw 16.86 18.27 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 rtw 250 275 0 0 0 0 68 56 140 154 1010-v 0.340 nw 9.55 15.61 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 9.55 2231 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 9.55 2231 0 0 0 0 12 0 115 268 13A-7ocs Blk wall, s 0.167 nw 4.69 5.16 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.55 2231 0 0 0 0 0 0 0 0 12C-Osw Frin wall, r- 0.096 270 1.82 0 0 0 0 0 0 0 0 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 26 26 19 37 90 90 66 127 F 20P -19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 1.40 0.70 26 26 37 18 90 90 127 63 F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 19 94 Envelope loss/gain 238 236 447 705 12 a) Infiltration 141 45 131 42 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1379 282 579 747 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 379 282 579 747 1s Duct 1 22% 27% 84 77 22"/e 1 27% 128 205 Total room load462 359 1 los 953IAirrequired (cfm) 26 17 40 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r -/'- wr yFrrtmof'e- 2018 -Mar -19 08:15:43 AcA '- Right -Suite® Universal 2018 18.0.10 RSU24015 Page 5 1ReaganPoinle7497AN%Lot31ReaganPornte7497AN.rup Calc = MJ8 House faces: SW 1 DEL -AIR Right -M Worksheet Job: Lot3l Reagan Pointe7497AN Entire House Date: March 17, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone, 407.831-2665 1 Room name DINING/FAMILY KITCHEN 2 Exposed wall 65.0 H 18.5 ft 3 Room height 9.7 It heat/cod 9.7 It heat/cool 4 Room dimensions 1.0 x 434.3 ft 1.0 x 264.5 ft 5 Room area 434.3 ft' 264.5 ft' Ty Construction U -value Or HTM Area (111) Load Area (ft) Load number BtutVft?'F) BtuIVftj) or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t12C-Osw Fnn wall, st 0.089 ne 2.50 2 75 0 0 0 0 0 0 0 0 f 2A-2av 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 tW 12C-Osw Firm wall, st 0.089 se 2.50 2.75 199 181 452 497 97 79 198 217 G 213-2fv 0.340 se 9.55 22.90 18 0 172 412 18 0 172 412 11 W 13A-7ocs Blk wall, s 0.167 se 4.69 5.16 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 sw 2.50 2.75 233 188 471 518 0 0 0 0 G 2A-2ov 0.340 sw 9.55 22.90 8 0 76 183 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 21 0 199 476 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 16 0 149 357 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.69 5.16 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 11,10 0.600 sw 16.86 18.27 0 0 0 0 0 0 0 0 n wall, st12C-Osw Firm 0.089 r502. 2.75 199 142 354 389 82 82 206 227 T 10C -v 0.340 nw 9.55 15.61 21 0 204 333 0 0 0 0 28-2fv 0.340 nw 9.55 22.31 36 0 344 803 0 0 0 0 213-2tv 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 t 13A-7ocs Blk wall, s 0.167 nw 4.69 5.16 0 0 0 0 0 0 0 0 r. 2A-2av 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 q 12C-Osw Fnn wall, r- 0.096 270 1.82 0 0 0 0 0 0 0 0 1_0 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 434 434 317 609 265 265 193 371 F 20P -19c 0.050 1.40 0.70 12 12 16 8 0 0 0 0 F 20P -19c 0.050 1.40 0.70 0 0 0 0 145 145 203 101 F 22A -cd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 390 43 Envelope loss/gain 2755 4976 972 1371 12 a) Infiltration 1221 393 347 112 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 3 690 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3975 6059 1319 2683 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3975 6059 1319 2683 15 Duct loads 22% 27% 877 1665 22"/0 27% 291 737 Total room load 4852 7724 1610 3420 Air required (cfm) 275 359 91 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrlyF tmoT!- 2018 -Mar -19 08:15 43 AMN Right -Suite® Universal 2018 18.0.10 RSU24015 Page 6 1ReagenPointe7497AN%Lot31ReaganPointe7497AN.rup Calc = MJ8 House faces: SW DEL -AIR Duct System Summary Job: Lot3lReagan Pointe7497... Date: March 17, 2018 1e""'a-AM CONNI1110"M Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY, Lot3lReaganPointe7497AN 4614 Tampico Way, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.142 in/100ft 1100 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.142 in/100ft 1100 cfm 169 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 1127 64 30 0.144 5.0 Ox 0 VIFx 46.8 120.0 st2 BDRM 2 h 2532 143 108 0.142 8.0 Ox 0 VIFx 49.3 120.0 st2 BDRM 3 h 1488 84 64 0.158 6.0 Ox 0 VIFx 32.1 120.0 st2 DINING/FAMILY c 3862 137 180 0.175 8.0 Ox 0 VIFx 27.3 110.0 st3 DINING/FAMILXA c 3862 137 180 0.170 8.0 Ox 0 VIFx 31.5 110.0 st3 FOYER h 3086 175 92 0.148 8.0 Ox 0 VIFx 41.7 120.0 st2 KITCHEN c 3420 91 159 0.179 8.0 Ox 0 VIFx 23.8 110.0 st3 MASTER BATH c 953 40 44 0.174 4.0 Ox 0 VIFx 27.8 110.0 st3 MASTER SUITE c 3958 133 184 0.168 8.0 Ox 0 VIFx 32.5 110.0 st3 MASTER W.C. h 432 24 16 0.167 4.0 Ox 0 VIFx 33.6 110.0 st3 MASTER W.I.0 h 763 43 28 0.165 4.0 Ox 0 VIFx 35.9 110.0 st3 POWDER h 462 26 17 0.168 4.0 Ox 0 VIFx 32.9 110.0 st3 wrightsoW 2018 -Mar -19 08 1543 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 AMN ..1ReaganPoinle7497AN%Lot3lReaganPomte7497AN.rup Calc = MJ8 House faces SW Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 467 294 0.142 594 12.0 0 x 0 VinlFlx SO st3 Peak AVF 633 806 0.165 578 16.0 0 x 0 VinlFlx SO stl Peak AVF 1100 1100 0.142 622 18.0 0 x 0 VinlFlx wrightsoW 2018 -Mar -19 08 1543 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 AMN ..1ReaganPoinle7497AN%Lot3lReaganPomte7497AN.rup Calc = MJ8 House faces SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx wrightsoft' 2018 -Mar -19 08:15.43 Ai, •...••....,.r..-.. Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2 CI% ... 1ReaganPointe7497AN%Lot31ReaganPointe7497AN.rup Calc = MJ8 House (aces. SW FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: D This checklist D A Fonn R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/19/2018 8.01:37 AM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4614 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. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8 Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/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. 3/19/2018 8.02 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal 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 manufacturers designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods - Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope 2. Duct testing is not mandatory for buildings complying by Section 405 of this code A written report or the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heal 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 lhermosiphon 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 8:02 AM EnergyGauge® USA - FlaRes2017 - FBC 61h 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6 2.1 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/walt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/19/2018 8:02 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4 8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the selling 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 tum 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 8:02 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorfte 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 8:02 AM EnergyGauge® USA - FlaRes2017 - FBC 61h 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: Lot3lReaganPointe7497AN Builder Name: DAVID WEEKLEY Street: 4614 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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 alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or Floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cul neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pinino and wirina- Shower/tub The air barrier installed al 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 Mates and walls or ceilinos, a. In addition, inspection of log walls shall be in accordance with the provisions of ICG -400. 3/19/2018 8.02 AM EnergyGauge® USA - FlaRes2017 FBC 61h 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 Lot31ReaganPointe7497AN Builder Name. DAVID WEEKLEY Street: 4614 Tampico Way Permit Office: City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond Floor Area:: 1617 sq ft. Cond. Volume: 14731 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6 Supply and return registers, if installed at the time of the lest, 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 R40 4.1.2. SIGNATURE: 0) PRINTED NAME:12 V` L-660— S DATE: 3 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: 0-o4E sr4l fun .••, _ a OZ 7 L63 W- E '&0 3/19/2018 8.02 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6 Supply and return registers, if installed at the time of the lest, 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 R40 4.1.2. SIGNATURE: 0) PRINTED NAME:12 V` L-660— S DATE: 3 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: 0-o4E sr4l fun .••, _ a OZ 7 L63 W- E '&0 3/19/2018 8.02 AM EnergyGauge® 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- Lot3lReaganPointe7497AN Budder Name- DAVID WEEKLEY Street: 4614 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 (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1617 House Duct Total Conditioned Floor Area) System On,out)" Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on 1405-2017. SIGNATURE: PRINTED NAME: 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: 3/19/2018 8:02 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 31, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY 4616 Tampico Way Sanford, FL 32773 Total Lot Area= 2,660 ft" (100%) Impervious Area in Square Feet: Total House Foot Print = Total Porch and Deck/Lanai = Total Driveways = Total Walkways = Total A/C Pads = f =Proposed Elevation Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 1,015 ft' (38%) 38 fta (01 %) 242 ft' (09%) 40 ft" (02%) \ 16ft" (01%) Lot 32O `Q1 0 g° X00 Vo oo'coo, P p° \ O. c F\a A < 1 \ 0 N 9^ co A W E o S a S,o o5e eye r>, QUO Gc y O<, G e GZA9.P A' 1 c 00 fey\ Q\ea FFopt s do• a Q e oe ' ' o Q oe 1177 y• 17 a •o O o S P.C. located on Lot 30 Revision: Revised Address - 4/26/18 - RPS Field Date: 3f8f2018 Date Completed: 03/W18 Drawn By: M C. File Number:IS45W6 PP Legend C Calctlalw PC •Point o1 CtarvaMe Cemedlne Pg. . Pogo B Concrete Block PI - Point of Inlarsectlon CM Concrete Monument P.O.B. • Point of Beginning Cont. Concrete P.O L • Point on Una D Descrlpllon PP • Power Pole DE Drainage Easement PRM - Permanent Reference Esml Easement Monument F.E.MA • Federal Emergency PT - Point of Tengaricy Management Agency R • Redka FFE Finished Floor Elevation Rad. • Radial Fnd. Found RdC • Rebar d Cep IP Iron Pipe Re"_• Recovered telpBO ) Rid Rfed M Mea Set • Set Reber d NdD Nae & Disk Reber Cep -LB 7e2r N. It Non-Re011111 Typ. • Typical ORB Official Records Book UE • Utility Easemam P Pial WM • Water Malar P.B. Plat Book A • Delta (Centrad Angle) 4-%_ Wmwt Friss 40- . Chain Link Ferre Q1 1O i'n .:1 t LANs Wit K. S.,t, eYrF , e-4 40"'/ `I 'kQeG Sr l4br/lrlr/6u Sys 0#1/< l , No. S d 0 d d O X30o, eco 1> S 00 Ex m Lot 30 L1 N 34°31'30" W 38.00'(P) L2 S 34°31'30" E 38.00'(P) L3 S 34°31'30" E 36.76'(P) This is NOT a Boundary Survey Graphic Scale 6. 10' 26' 40' Scale: 1 "=20' Survey is Based upon the legal Description Supplied by Client. Abuttlng properties Gads have NOT been Researched low Gaps, Overlaps and/or Hiatus Sublrt to any Easements and/ow Restrictions of Record Beadng bash shown heweon Is Assumed and Based upon the Une Denoted with RB'. Building Ties are NOT to be used to reconstruct Property Unes. Fence Ownership if NOT determined Rool Overhangs. Underground UtIVIler and/er Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfleld 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 theUsewi Sole Risk and Without Liability to the Surveyor. Nothing Herron shall be Construed to 91w ANY Rights on Benefits to Anyone Other than those Certified. POINTS OF INTEREST - PROPOSED DRIVEWAY OVER SOUTH EASEMENT. PROPOSED SIDEWALK OVER NORTH EASEMENT. 5 ooeusgfed qr: and Correll to IM Bast of my Knouledge and Bello) as recently Surve, t my Direction on the Dab Shown. Based on IMmhoetlon ubnlerhod iobd end Conformts to the Standards of Practice for Land Surto r State of Fiorldo lne— 'once with Chapter SJ•17 052 Florida Inlseotivo Codes. Ptnsuent 1 tion 472,Q27 Florida Statutes. K. 7 LB 7622 Said Certified Parties. This Survey NOT VALID UNLl'9Ogli8fend EntlimM with Suneyo/s Seal Ireland & Associates Surveong, Inc. 1301 S. Intematlonal Parkway Sulte 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office407.678.3366 Fax -407.320.8165 i t4 t JJ i. to 16 TAMPICO WAY, SANFORD, FLORIDA 32773 Q1 1O i'n .:1 t LANs Wit K. S.,t, eYrF , e-4 40"'/ `I 'kQeG Sr l4br/lrlr/6u Sys 0#1/< l , No. S d 0 d d O X30o, eco 1> S 00 Ex m Lot 30 L1 N 34°31'30" W 38.00'(P) L2 S 34°31'30" E 38.00'(P) L3 S 34°31'30" E 36.76'(P) This is NOT a Boundary Survey Graphic Scale 6. 10' 26' 40' Scale: 1 "=20' Survey is Based upon the legal Description Supplied by Client. Abuttlng properties Gads have NOT been Researched low Gaps, Overlaps and/or Hiatus Sublrt to any Easements and/ow Restrictions of Record Beadng bash shown heweon Is Assumed and Based upon the Une Denoted with RB'. Building Ties are NOT to be used to reconstruct Property Unes. Fence Ownership if NOT determined Rool Overhangs. Underground UtIVIler and/er Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfleld 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 theUsewi Sole Risk and Without Liability to the Surveyor. Nothing Herron shall be Construed to 91w ANY Rights on Benefits to Anyone Other than those Certified. POINTS OF INTEREST - PROPOSED DRIVEWAY OVER SOUTH EASEMENT. PROPOSED SIDEWALK OVER NORTH EASEMENT. 5 ooeusgfed qr: and Correll to IM Bast of my Knouledge and Bello) as recently Surve, t my Direction on the Dab Shown. Based on IMmhoetlon ubnlerhod iobd end Conformts to the Standards of Practice for Land Surto r State of Fiorldo lne— 'once with Chapter SJ•17 052 Florida Inlseotivo Codes. Ptnsuent 1 tion 472,Q27 Florida Statutes. K. 7 LB 7622 Said Certified Parties. This Survey NOT VALID UNLl'9Ogli8fend EntlimM with Suneyo/s Seal Ireland & Associates Surveong, Inc. 1301 S. Intematlonal Parkway Sulte 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office407.678.3366 Fax -407.320.8165 RECORD COPY Residential Load Demand General Method 1617 square feet X 3VA = 4851 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9351 VA First 3000VA @ 100%...........3000 VA Remaining 9 35% ................2223 VA ov Lc/^,c total 5223 VA SANFORD Dryer 5000 VA Disposal 650 VA OF11OARTN' J Dishwasher 1200 VA # 1 8- 1 5 8 6 Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,493 VA - 240V= 144 amps= 150 amp service Model 7497__ Contractor David Weekley Homes_ Subdivision Reagan's Point County Seminole City James Lanier EC 0002989 Sanford Office # 407-933-7771 RECORD COPY ALPINE O.Cc4 wr Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw com VI•G I/11 VIIIIPl/VI1. ustomer: Accu -Span Truss Company Job Number: 19793 obDesaiption: 7497 - A /7497 - A -DAVID W EEKLY ddress: Lot 31 Reagan Pointe City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural EOR if one exists for the building: Name: License A Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01 1114.21 JRef #: 1 W 984080024 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psO: 20.00-7.00-0.00- Floor Load (pst): 40.00-10.00-0.00- 5.00 5.00 This package contains a job notes page, 34 truss drawings and 4 details. Item Seal # Truss 1 072.18.1738.06504 Al 3 072.18.1738.06505 A3 5 073.18.0838.52933 MA 7 073.18.0838.55160 B2 9 073.18.0838.58850 EJ1 11 072.18.1738.05988 CJ1 13 072.18.1738.06660 CJ5 15 073.18.0839.00493 HRA 17 073 18 0839 04387 FG2 19 072.18.1738.06770 FIA 21 072.18.1738.05942 F2A 23 073.18.0839.28023 F4 25 073.18.0839.32777 F5A 27 073.18.0839 37187 F6A 29 073.18.0839.39320 F8 31 073.18.0839.41800 F10 33 073.18.0839.43660 F11 Item Iseal # Truss 2 072.18.1738.06222 A2 4 072.18.1738 05941 A4 6 072.18.1738.06534 131 8 073.18.0838.57337 B3 10 072.18.1738.06348 E.17 12 072.18.1738 06676 CJ3 14 072.18.1738.06363 HJ7 16 073.18.0839.02740 FG1 18 072.18 1738,06176 F1 20 072.18.1738.06675 F2 22 073.18 0839.26060 F3 24 073.18.0839.30083 F5 26 073.18.0839.34547 F6 28 072 18.1738.06191 F7 30 073.18.0839.40783 F9 32 072.18.1738.06347 F10A 34 073.18.0839.623 his u F11A ent has been electronics 011- DING SANFORD 6 signed using a DigiW Signature. Printed copies without an original signature must be Verified using the original electronic version. nNMtr CJI H. ,rr GENS ••.C or Z No.7MI ; STATE OF f A' ' v O, f;•. L OR10r'f . SS ONA E 03/14/2018 Florida Certificate of Product Approval #FL1999 Printed 3/14/2018 2.23.27 PM Job Number: 19793 I Ply 1 SEON: 581611 / T4 / COMN Cult RR408 JRei: 1W984080024 7497 - A Oty: 12 FROM- RF DrwNo 072.18.1738.06504 Truss Label: Al KM / WHK 03/13/2018 6'3'4 12' 118'12 6'34 5'8'12 5'8'12 a 4X4D 24' Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 200 Load Duration: 1.25 Spacing: 24.0 24' 1'4- 8' 8' i 8' 1 1'4- 6' 16' 24' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.68 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 it Lot from endwall• not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 20 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42' -high x 24' -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pf in PSF) Pg. NA Ct: NA CAT: W Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code I Mist: Criteria Bldg Code' FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE Def ICSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0 061 1 999 240 VERT (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 f, r ot SAT O :Q COA t 03/14/2018 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1043 /118 /521 /- /150 /4.0 F 1043 /118 /521 /- /- /4.0 Wind reactions based on MWFRS S Min Brg Width Req = 15 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 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-1 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 DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fapricatin , h ndlin9g shipping installing and brac'nqq. Refer to rid follow the latest edition of SCSI /Building f ggaaf ty Information, by TPI pn S CA) tai safety practices prior to perllo rriIng these unctions. Installers shall provide terhporarY BG51. Unless noted o erwise,top chord shall h ve properiattached structural sheathingq and bottom Nord mall hayfl a pro e ylidceiling.Locations shown for permanent lateral restraint yf webs shall have bracing installed per BC I sections B3, B7 or B10. 1 e._ Applplates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 1 r1 1, or tor n acceptance any structure from this drdwm an failure to build the Seal on this drawiX9 or cover pege , , or ih Vgs n Shown. The sut bihty ALPINE mrrwo 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Ply. oc Truss Label: A27 I Oty: 2 I FROM: RF1612 / T3 I HIPS I KD wNo: M I 072.18.1738.06222218.17 0 89841080024 6'8'4 1 7'3-12 24' 6'8'4 4'3'12 2' 43'12 68'4 w4X4 a4X4 D E 24' 1'4- 11' 2' 11' 1 1'4- 13. ' F' 24. Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std' ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.43 H NCBCLL: 10.00 TCDL. 4.2 psf Soft: 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 Plate Type(s): Loc. from endwall: not in 9.00 it WAVE GCpi: 0.18 Wind Duration. 160 Lumber Top chord 20 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. WARNING" IMPORTANT" FURNISH Snow Criteria (Pg.Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.045 J 999 240 Lu: NA Cs: NA VERT(TL): 0.155 J 999 180 Snow Duration: NA HORZ(LL): 0.021 1 HORZ(TL): 0.039 1 Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.502 TPI Std: 2014 Max BC CSI. 0.971 Rep Factors Used: Yes Max Web CSI: 0.235 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 988 / 119 / 524 / - / 139 / 4.0 G 988 /119 /524 /- /- /4.0 Wind reactions based on MWFRS B Min Big 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 391 -1470 E - F 344 -1162 C - D 344 -1163 F - G 390 -1469 D - E 328 -976 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B - J 1256 -246 I - G 1255 -271 J-1 976 -134 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - J 173 -383 I - F 172 - 382 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and brac'ng. Refer to and fellow the latest edition of SCSI (Building actives prior to performing these functions. Installers shall nrvida terhporarY proper)Yy attached sImcalureI sheathing and bott2r Nord gnarl havfl props y Mtraint Of webs shall have bracm installed per BG I sections B3, Bp7 or 810. as shown above and on the Join elails. unless noted otherwise. Rater to failure to build the 1 or cover utn. The sur ility ALPINENE MITWO 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793I Ply. 1 I SEON. 561613 / T2 / HIPS I Cust: RR408 JRef: IW964080024 7497 - A Ory: 2 FROM: RF DrwNo: 072.18.1738 06505 Truss Label: A3 KM / WHK 03/13/2018 59'4 9' 15' 18'2"12 24' 5'9'4 3'2"12 8' 3'2"12 5'9-4 4X6 a4X4 D E 24' 1'4' + 9' + 5'10"4 9'1"12 9' 14'10"4 24' Loading Criteria (psr) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7.10 Speed: 139 mph Enclosure: Closed Risk Category. II EXP: B Mean Height: 22.93 It TCDL: 4.2 psf BCDL. 5.0 psf MW FRS Parallel Dist: 0 to h/2 C8C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 160 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC Q 24' oc. Wind Wind loads based on MW FRS with additional C&C member design IMPORTANT'* Snow Criteria (Pg.Pf in PSF) Pg: NA Cl: NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ad 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT:0(0u0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell UN VERT(LL): 0.049 J 999 240 VERT(TL): 0.133 J 999 180 HORZ(LL): 0.022 1 - - HORZ(TL). 0.040 1 Creep Factor. 2.0 Max TC CSI: 0.386 Max SC CSI: 0.643 Max Web CSI. 0.137 VIEW Ver. 17.02.01A.1114.21 JJ' o cE is! r - F o. 08 1 SAT O .Q 1 CoA 03/14/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 988 / 239 / 525 / - / 119 / 4 0 G 988 / 239 / 525 / - / - /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B 8 G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp B -C 426-1514 E -F 391 -1289 C - D 394 -1297 F - G 426 -1512 D -E 381 -1126 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp: Chords Tens. Comp. B - J 1298 -2154 I - G 1297 -308 J-1 1124 -196 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS nqg h ndlinqq shi ping installing and brat nnq. Refer to nd fellow the latest diti n of SCSI (Budding n0 S CA) for sate practices prior to pertlormirrtt9g these unctions. Installers shal, n of BC tI Zorary e.top chord shall h ve proper)vy attached structtfral shaathin and bo t2rr fiord shall hav a pro4enyforermanentlateralrestraintOfwebsshallhavebracinginstalledper91sectionsB3. 7 or 870, I oftrussand position as shown above and on the Joinf Details, unless noted otherwise kefer to a division of ITW Bydd1'n ompon nis Group In .,shall not be re;ponsible for any ddeviation from this drawl an failure to build the c of rmance w th AN I/ 1 1. or taor handling, 1%. shall installation and bracing of,truss?sA gal on this dr wiX9 or cover pagethis $rawin indicates acceptance of proTessronar engmserin r reaponsrb)hty so ely s r the des n shown. The sin bdltyseofthis iawing for any structure Is the responsibility a the building Desigrfor per ANSI/TPI 1 SSW. ALPINE Wiwilaurr+rr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793 Ply: 1 SEON: 561624 / T11 / HIPSI Cust RR408 JRef: 1W984080024 7497 - A Oty: 1 FROM: RF DrwNo• 072 18 1738 05941 Truss Label: A4 KM / WHK 03/13/2018 i T 12'17' 24' i r 7. 5' i 5' + 7, m 6X6 1112X4 a 6X6 C D E T12 6 p 0 B F A 4X A2) IO2X4 =5X6 102X4 a4X6(A2) C 24' 1'4"7'1"12 4'10"4 4'10"4 7'1"12 1 _ 1'4" _ t 7'1 *12 12' 16'10"4 '+ 24' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl Utt Loc R / U / Rw / Rh / RL 1W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL)• 0.168 D 999 240 B 2086 / 537 / - / - / . 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 D 913 180 F 2086 /537 / - / - / - 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS EXP: B HORZ : 0.101 H B Min Br Width Re 2.1DesLd: 37.00 (TL 9 q ) = NCBCLL: 10 00 Mean Height: 22.43 it Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 2.1 TCDL• 4 2 psf Bearings B& F are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.857 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std- 2014 Max BC CSI: 0.723 Spacing: 24.0 " C8C Dist a: 3.00 h Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than 375# 9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4 50 it FT/RT:0(0y0(0) Chords Tens.Comp Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration. 1.60 WAVE VIEW Ver, 17.02 01A.1114.21 B - C 987-3869 D - E 1039 -4090 Lumber C - D 1039 -4090 E - F 987 -3869 Top chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP Al Dense Webs 2x4 SP N3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B J 3381 844 I H 3407 844 J-1 3407 -844 H - F 3381 -844 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -133 to 56 pIf at 7.00 Maximum Web Forces Per Ply (lbs) TC: From 28 pIf at 7.00 to 28 plc at 17.00 TC: From 56 pIf at 17.00 to 56 plf at 25.33 Webs Tens.Comp. Webs Tens. Comp. BC: From 4 plf at -1.33 to 4 pIf at 0.00 C - J 617 -4 I - E 837 -238 BC. From 20 pit at 0 00 to 20 pIf at 7.04 SC: From 10 plf at 7.04 to 10 pIf at 16.96 C-1 837 -238 H - E 617 .4 BC. From 20 plf at 16 96 to 20 plf at 24.00 D - I 289 -586 BC: From 4 pIf at 24.00 to 4 pIf at 25.33 TC: 240 Ib Conc. Load at 7.04,16 96 TC: 169 lb Conc. Load at '12.91,14.81 BC: 454 lb Conc. Load at 7.04,16 96wlnHrrrpprh"k SC: 127 Ib Conc. Load at 9.09,11.09,12.91,14.91 Purlins r /', y GE SF .•. In lieu of structural panels use purlins to brace all flat r •• TC @ 24" oc. o. 08 1 Wind : s Wind loads and reactions based on MWFRS. SAT O • T f A • F •• 6 coA if Oly . 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exVeme care in fa ncating hh ndllnqq shiupI installing and brac'nq, Refer to and follow the la est editipn of BCSI Buildin Component gg tery. Information. by TPI and S CA) tai safety ractices prior to pert'o m3 these functions. Installers sh II r vide to pore brawn9 per B SI. Unless noted olherwise.top chord shall have properly attached sructural sheathing and bottom 4hor gnat have properly attached rigid ceiling Locations shown for yermaneni lateral restraint of webs shall have bracing installed per BC51 sections 83, Bal or 610 as applicable Appgy plates to each face, of truss and position as shown above and on the Join Details. unless noted otherwise. Defer to ALPINEdrawings1604-Z for starward plate positions. Alping, a division of ITW Buitddi%gComponeMs Group Inc., shall not be rep nsible for any deviation from this drdwing,any failure to build the wtmvmwlrtrussincpnformancewithuNS1/7PI 1, or for handling shipping, installatign and bracing of truss sA Seal on chi drawirfy or cover p@ e 2400 Lake Orange Dr. listing this drawing indicates acceppttaance pf proTessionar en ingenng responsibility so ely for the as n shown. The su ility Suite 150andgseofthisgnawingforanysUvctureistheresponsibIitoftheBuildingDesigrferperANSIITPI1c.2. Fnr more inlntmelnn see tins i.W. nener.1 -1- nen. and IIMse web setas ALPINE* www ainineii-mm: TPI, www.telnsl Om: SBCA: www.sbondustly mm. ICC www axsere oto Orlando FL, 32837 Job Number: 19793 Ply, 1 SEON. 561625 / T1 HIPS Cust: R408 JRef. 1W984050024 7497 - A /7497 - A -DAVID WEEKLY Oy. 1 FROM: RF DrwNo. 073.18.0838.52933 Truss Label: A4A KM / WHK 03/14/2018 r 12' 1 r 24' r 5' 5' 7' 4X6 012X4 w 4X6 C D E T12 6 p o l7 B F 11 ' AC 6 1122X4(A1) 012X4 M5XX4 =2X4(A1) 1'4' rt'12 7'1'12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 B 961 / 232 / • / - / - EXP: B DDes d:: Des Ld: 37.00 Mean Height: 22.43 it 10.00NCBTCDL. 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Durab6n: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 it B Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 ft Code / Misc Criteria GCpi: 0.18 F Min Brg Width Req = 1.5 Wind Duration: 1.60 Lumber Max TC CSI: 0.494 Top chord 2x4 SP #2 Dense Bot chord 20 SP #1 Dense Webs 2x4 SP #3 Max BC CSI: 0.357 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 pit at 1.33 to 56 pit at 25.33 SC: From 4 pit at 133 to 4 pit at 0.00 BC: From 20 pit at 0.00 to 20 pit at 2400 BC' From 4 pit at 24.00 to 4 pit at 25.33 TC: -38 lb Conc. Load at 17.00 SC. -55 Ib Conc. Load at 17.00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24' oc. VIEW Ver. 17.02.OtA.1114.21 Wind 290 -1413 Wind loads and reactions based on MWFRS. IMPORTANT** 24' 1'10'4 i 410'4 12' 16'10'4 T1112 1-4- 24' Snow Criteria (Pg.P1 in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg. NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W Pf: NA Ce. NA VERT(LL): 0 056 D 999 240 B 961 / 232 / • / - / - 4.0 Lu- NA Cs: NA VERT(TL): 0.145 D 999 180 F 922 /205 / • / - I - 4,0 Snow Duration: NA HORZ(LL)- 0 019 H - Wind reactions based on MW FRS HORZ(TL): 0.034 H B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.494 Bearings B 8 F are a rigid surface. TPI Std. 2014 Max BC CSI: 0.357 Rep Factors Used: Yes Max Web CSI: 0.120 Members not listed have forces less than 3754 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.OtA.1114.21 B - C 332 -1450 D -E 290 -1413 C • D 290 -1413 E - F 274 -1367 10H. 4 GEi; 0.708 o t S AT Von con NIQS U 03/14/2018 as shown above and on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - J 1225 -260 I • H 1155 206 J-1 1231 -257 H - F 1151 208 1 V= INSTALLERS w the laest editipn of SCSI (Budding is. InstallerShaII provide temporary nd boltQr Nord 515a11 h v@ pro evilly ed per BC I sections Baa, B 7 or 1a. unless noted otherwise. hefer to a division of ITW Btrildipt omponpnts Group Inc. shall npi be responsible for any deviation from this dr?win, an failure to build the cgnf nuance with ANSI 11. or or handbn shiDpinq, mstpllabon and bracing of,trussesA eal on thrg drBwiXg or cover pa e . this rawing indicates acceptance of prolessionai engrn erinst responsrbrlrttyv solely or the design shown. The suit-abdity e o this drawing or any structure is the responsibility o the building DesigrSer per ANSIfTPI 1 Sic. 2. AL IPNE M IM0OMM1r' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 408010 Truss Label: B17 I Ory: 3 I FROM: RF7614 / T10 / COMM KMS/ RWHK 817 1080024 6'1'4 + 9 + 11'10'12 6'1'4 710'12 2'10'12 sr 4X4 D 18' 9 i 8' t Loading CrReria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL: 7.00 Speed: 139 mph Pf: NA Ce' NA VERT(LL): 0.025 G 999 240 B 765 /185 /407 / - /108 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL)• 0.067 G 999 180 F 677 / 152 /348 / - / - 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.011 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP B HORZ(TL): 0.020 G B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 22.93 it Code / Misc Criteria Creep Factor. 2.0 F Min Big Width Req = 1.5 TCDL: 4.2 psf Bearings B & F are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.330 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std- 2014 Max BC CSI: 0.732 Members not listed have forces less than 375# Spacing: 24.0C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.232 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: Any FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi. 0.18 Plate Type(s): Wind Duration, 1.60 WAVE VIEW Ver. 17.02 01A.1114.21 B - C 525-1040 D - E 490 -821 C - D 462 -819 E - F 550 •1046 Lumber Top chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Chords Tens.Comp Chords Tens Comp. B - G 874 -391 G - F 883 -385 Wind Wind bads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. D - G 609 -336 tllwtnlMgrr 4 i'.••GE Sit;' •. C' - C). SAT O COAON 1. E 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require ext ie care in fa ricatin9 h ndlin9 shipping installing and bracing Refer to nd follow the latest editon of SCSI Budding Component gg f ty IMormation, by TPI ana'SRCA) rai safety practices prior to performing these unctions. Instal shallgrovide to porary _ bracing per 8 1. Unless noted olherwir top chord shall have properly attache structural shgathmg and bott2m ora S all haye a pro enYattachednggidceilingLocationsshownfoipermanentlateralrestraintOfwebssallhavebracmcinstiedper6C1sectionsB3. a or 10. as applicabl Apply plates to Bach face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 164-Z for standard plate positions. ALPINE Alpine, a division of ITW Buil i!jq CComponents Group Inc., shall npi be responsible for any deviation from this drawing,any failure to build the ,wmv00 •rrn truss in conformance with A SI/TPI 1, or ffor handling, shipping, installation and bracing of CrussesA seal on thi; drawing or over pa a 2400 Lake Orange Dr. listing this drawin indicates acceptance of proTessionaJ enginee@ring responsibility solely roc the dost n ghown.he suiTability mite 150anduseofthiscawingoranystructureistheresponsibilityothebuildingDesigrferperANSI/TPI 1 Sgec.. Orlando FL, 32837 For more information see this b'a ental notes a and these web sates ALPINE: www et neaw com. TPI, www t st o SBCA: www stiondus Com, ICC: www imssfe o Job Number: 19793 Ply 1 SEON: 561730 / T7 COMN Cust: R408 JRef• 1W984080024 7497 - A /7497 - A -DAVID WEEKLY Oty: 1 FROM: RF DrwNo• 073.18.0838.55160 Truss Label: B2 I I KM / WHK 03/14/2018 64• + 9 + 11 1 13 ')' 15 '(' 18 ; 6'a• 2'8• 2' 2' 2' 3' 4x4D 1Y4• 5.4• ' j 1.4. 6-4- 6-4- Loading 4• 6'a• Loading Criteria (psi) Wind Criteria Snow Criteria (Pg.Pf in PSF) TCLL. 20.00 Wind Std: ASCE 7.10 Pg NA Ct: NA CAT- N< TCDL. 7.00 Speed: 139 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu' NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA B Min Brg Width Req = 1.5 EXP: B K Min Brg Width Req = - Des Ld: 37.00 Mean Height: 22 93 it Max Web CSI: 0 478 NCBCLL: 10.00 TCDL: 4.2 psi Code I Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration. 1.25 MW FRS Parallel Dist. 0 to h/2 TPI Std: 2014 Spacing. 24.0 ' C&C Dist a: 3 00 H Rep Factors Used: Yes Chords Tens:Comp. Chords Tens. Comp. Loc from endwall: Any FT/RT.0(0)/0(0) GCpi: 0.18 Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. Wind Duration- 160 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. B'1.7 8 2 15. 18' Def /CSI Criteria Maximum Reactions (Ibs), or'=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.011 E 999 240 B 589 /136 / 320 / - /108 14.0 VERT(TL): 0.033 E 999 180 K• 126 / 37 /69 / - / - /64.0 HORZ(LL): 0.006 F - - H 183 / 1 /75 / - / - /4.0 HORZ(TL): 0.011 F Wind reactions based on MWFRS Creep Factor. 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0 285 K Min Brg Width Req = - Max BC CSI: 0 344 H Min Brg Width Req = 1.5 Max Web CSI: 0 478 Bearings B, K, & H are a ngid surface. Members not listed have forces less than 3754 Maximum Top Chord Forces Per Ply (lbs) VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. B - C 307 -692 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens:Comp. Chords Tens. Comp. B -L 5% -195 L -K 561 -195 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 293 -483 N - K 297 -489 M - N 281 -476 0.708 1 O 9 • . •• CoA SON *L E ,00 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabncating, Snddllin9 shipping. in cesn nor d brrec' on Refer to of nd follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI end S )1bi sal %ry D p rr rnin these unctions. Installers shalQerovi2de temporary BCSI., UnleLss noted otherwise,top chord shall hfive properly attached structural sheathing and bott2rrJ c se t%ns B3V B7 progenyTidceilingqocabonsshownforDermanentlateralrestraintfwebsshallhavebracingginstalledperBGS g._ ARpty plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to failureto buildthe n r The suar9eility any ALPINE inmvO 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19793 Ply I SEQN: 08 f. T7497 - russ A 17497 B3 DAVID WEEKLY I Ory: 1 I FROM- RF7618 / T17 GAEL I KMS/ 4WHK 8ROe357337 80024 6'4" 12'8' 6'4" 6'4' 24' -i-- 2'-+-4--I TYP) 12 6 E:;;- er, I- e B H 20'8' q I m 2X4(A1) L e 2X4(At ) F- 12'8' 1'4" 6'4" 6'4" 1'4" { 6'4" 12'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: 11 EXP. B Des Ld: 37.00 Mean Height: 22.26 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 ' C&C Dist a: 3 00 it Loc. from endwall: Any GCpr 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (129,12( in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce: NA VERT(LL): 0.000 N 999 240 B• 88 /21 /39 /- /7 Lu: NA Cs: NA VERT(TL)' 0.001 N 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL):-0.001 N - B Min Brg Width Req = - HORZ(TL): 0.001 N Bearing B is a rigid surface. Code / Misc Criteria Creep Factor 2.0 152 Bldg Code: FBC 2017 RES Max TC CSI: 0.178 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.032 Rep Factors Used: Yes Max Web CSI: 0.051 FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114 21 GENSF r o. 7,08 1 tit v Q tv NAI. EN , 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extre a care in_fapricatm h ndlin sht pmg installing and brag nop Refer to 8nd follow the latest edition of BCSI (Building t S fey Information, by TPlan d'S9CA) f i sa 6 practices prior to per ofining these tuncbons. Installers shallpi terhporanl r 38SI. Unless noted o erwiie.top chord shall have properlyy attached structural shgathinq and bottgn jhord 5na11 havQ proQa Te.- ceiling Locations shown ror permanent lateral restraint Of webs shall have brdcmgg ins lied per C`I sections B3, 87 or B1no! Ste._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of any not be responsible for failure to build the The sure ility ALPINE w mvmvrra 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793I Ply' 1 I SEON: 561617 / T23 EJAC I Cust. R408 JRef. 1 W984080024 7497 - A /7497 - A -DAVID WEEKLY Oty. 4 FROM: RF DrwNo. 073.18.0838.58850 Truss Label: EJ1 KM / WHK 03/14/2018 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 1 12 5 C B T O N 9, 411 D 2X4(A1) 1'4" 1'4" 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist' 0 to h/2 C&C Dist a. 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9.PI in PSF) Pg, NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Mist Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used, Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE DefllCSl Criteria PP Deflection in Ioc Udell U# VERT(LL): 0.002 C 999 240 VERT(TL): 0.003 C 999 180 HORZ(LL): 0.001 C - - HORZ(TL): 0.001 C Creep Factor. 2.0 Max TC CSI. 0.187 Max BC CSI: 0.060 Max Web CSI: 0.000 VIEW Ver. 17.02.01 A. 1114.21 r o. 708 1 o t SAT O •: Q w cS • ..... t •-•''via ° coAws NQI, EN 03/14/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1W B 190 /39 /117 /- /24 /8.0 D 14 /20 /31 /- /- /1.5 Wind reactions based on MW FRS B Min Big Width Req = 1.5 D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa n noh ndlin99 shi ping installing and brat n Refer to t nd follow the lasest edition of SCSI IBulldingComponentggEeryInformation, by TPI ana S CA) far sa a practices pnor to per o rrting these unctions Instal ers shall r v to pora braci ter B SI. Unless noted olhervvlse.top chord shall have properly attached structural sheathing and bori2rrJ ghoro SfQal hQ a proQe'y aft ichetl rig9id cedingq Locations $hown for permanent IateraI resiraI bf webs shat have bracing9 installed per 6csIs ections B3, B7 or 870, as applicable. Appiy pplat@@s to each face of truss and position as shown above and on the Join Details, unless not otherwise. Refer to A LPI N Edrewings160A -Z torr Srd plate positions. Alpirte, a division of ITW BqildingComponenis Group Inc. shall rtpt be responsible for any deviation from this drewino,aa failure to build the .NmrootiMw Wss m qnf nuance with ANSI 11, or for handlln shi pmg, installation and bracing of trussesA seal on thlg dra3wwirtg or cover Pa 2800 Lake Orange Dr. listing this Srawing indicates acceptance Qf pro ass onal pgingeringg re ponslbtll solely for the desl n hown. The ItanduseofthisgnawingforanystructureIsQteresponsibilityofthengreDesignerperANSIRPI1Sc.'. Suite 150 For more information see this ob's aeneral notes oaae and these web sites ALPINE. www elnneih• com: TPI www loinst om. SBCA www sbondustry corn. ICC. www re ssle oro Orlando FL. 32837 Job Number: 19793 Ply: 1 SEON• 561618 / T15 / EJACI Cust: RR408 JRef: 1W9 4OW024 7497 - A Oty: 6 FROM RF DrvvNo: 072.18.1738.06348 Truss Label: EJ7 KM / WHK 03/13/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 3700 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 C 12 6 Snow Criteria (129.121 in PSF) Def11CSI Criteria o Wind Std: ASCE 7-10 PP Deflection in loc Udefi U# ih g 360 / 62 /220 / _ /126 /4.0 in Pf. NA Ce: NA VERT(LL): NA v B T A ovnre p 1,4., 7- 7' Wind Criteria Snow Criteria (129.121 in PSF) Def11CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1W g 360 / 62 /220 / _ /126 /4.0Speed: 139 mph Pf. NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / - /84 / - I - /1.5 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 D C 169 / 82 /67 / - / - /1.5 EXP: B HORZ(TL): 0.023 D Wind reactions based on MWFRS Code / Misc CriteriaMeanHeight: 22.43 H Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf BCDL: 5 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.598 D Min Brg Width Req = - psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max SC CSI: 0.455 C Min Brg Width Req = - Bearing B is a rigid surface. C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall not in 4 50 it F7/RT:0(0y0(0) Members not listed have forces less than 375# GCpi• 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1114.21WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 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. 08 1 S y,os SAT O ; Q coAw- WNAI.I low 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW ING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in lapricatin9g, h ndlin99 shi ping ingtalling and bracinvq Refer to and follow the latest edition of BCSI (Buildin Component gg fer ry Information, by TPI an S CA) rpr sa a practices prior to periorriling these functions. Installers shall Drovide temporary bracing Der B SI., Unless noted otherwtse,top chord shall h ve property attached stn,ctural sheathing and bottom 4hors mall havQ a probe_ attach2tl rigid cetltn Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, e7 or 910, as applica il Apply plate5 to ach face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrewmgs16e0A-Z'tor sp rttiard p12fate positions. Alpine, a division of ITW BuildinaCCompOn nis Group Inc. shall not be responsible for any deviation ' this dr wirlg,anx failure to build thetrussincnfonnancewithANSI0.P1 1, or or handlin shipping, instpllation andel bracing of TrussesA seat on thl; dra3wwii pp or cover pa 2400 Lake Orange Or. listing this drawing indicates acceptance of pro assionaT en in ering responslbilit solely for the desi n hoh in. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilitofthebuildingDesigrfaperANSVTPI1 For more hnlonnation see live b's general notes a and these web sties ALPINE: www aI nelw cow, TPI: www 1 nst o SBCA• www sbantlusl oom ICC www hCpale o Orlando FL. 32837 Job Number: 19793I Ply. 1 I SEON: 561619 / T14 / JACK I Cust: RR408 JRef: 1 W984080024 7497. A Oty: 4 FROM- RF DrwNo: 072.18.1738.05988 Truss Label: CA KM / WHK 03/13/2018 Loading Criteria (psf) TCLL. 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0" 12 6 4"3 A , Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category' II EXP: B Mean Height. 20.93 It TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h C&C Dist a: 3.00 it Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1.60 C B M T O U -)r r U) D 2X4 Al 1' 1'4"P Snow Criteria (Pg.Pf in PSF) Def11CSl Criteria A Maximum Reactions (Ibs) Pg. NA CI: NA CAT: N PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W B 201 / 57 /137 / - /33 14.0Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 9 /10 /15 / - / - /1.5 Snow Duration. NA HORZ(LL): -0.000 D C -36 /36 /24 / - / - /15 HORZ(TL)' 0.000 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.198 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.025 C Min Brg Width Req = - 2 Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:0(0y0(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE 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 1670.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord 0.708 1 SAT O C0Arfl9.ON,& 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extrefna care in fa ricatin9q, h ndlln9 shi ping in4talleng and bracingp. Refer to nd follow the latest edetipn of SCSI Building Component y f ry Information, byy, and S CA)10i sa e1 practices prior to perfolfneng these (unctions. Installs sh811 provide to porarY bracing Der g 1. Unless noted oiherwiSe.top chord shall h ve Droperivy attached structural sheathing9 and bort rrl,or all haw a prole y attached nggid ceiling Locations shown for permanent lateral restraint Of webs shall have brecm enstalled per BC 1 sections B3. 7 or B70. as applicabl A pi gatas to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings16A-Zptors{ane ard plate positions. Alpine, a division of ITW BuildinaqCComponsnts Group Inc., shall not be responseble for any deviation from this drewin afi failure to build the truss en cpnformance with ANSI/7PI 1, or for handling shi ping, installation and bractnq of trussesA goal on thig dr wiX9 or cover pa 2400 Lake Orange Dr. listing this drawin indicates acceptance of proTessiDonaf en ineering re ponslbility solely for the design shown. The suiCability and use of this cawing for any structure is lire responsibilit o the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more inlormeWn see Ibis ti's eneral notes a and lbeSe web sues ALPINE• www ei ne M/ tom. TPI www 1pinSi Org. SSCA www sbandustry tom ICC www oc sofe org Orlando FL, 32837 Job Number: 19793 Ply. 1 SEON. 561620 / T13 / JACK I Cust: RR408 JRef: 1 W984080024 7497 • A Oly: 4 FROM: RF DrwNo: 072.181738 06676 Truss Label: CJ3 KM / WHK 03/13/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL. 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration, 1.25 Spacing. 24.0 T A n 111V - .r 3' 1'4" 3' Wind Criteria Snow Criteria (Pg.Pf in PSF) Def /CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection In loc Udefl LH# Speed: 139 mph PI: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category: II Snow Duration. NA HORZ(LL): 0.001 D EXP: B HORZ(TL): 0.001 D Mean Height: 21.43 ft Code / Misc Criteria Creep Factor. 2.0TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI. 0.225 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.068 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI. 0.000 Loc. from endwall: Any FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 Lumber Top chord 20 SP #2 Dense Bot chord 20 SP #2 Dense Wind Wind loads based on MWFRS with additional CSC 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. WARNING" READ AND FOLLOW ALL IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of any J0 N1 0.708 1 o t SAT O •: Q coA4A9 r; NONAL 03/14/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 222 /46 /141 /- /63 /4.0 D 50 /- /36 /- /• /1.5 C 59 /28 /20 /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Buildingg ming these functions. Installers shall provide temporary dCtural sheatnin9g and bOtt2rn Nord $Rall h va a grope y save bracincc Inslalied per BC I sections B, 137 or 810. on the Joint Details. unless noted otherwise. Defer to r any deviation from this drawinsl an failure to build the ing of tttrryussseesA gallhondthi1; dr3swi;p or cover page , Desigrferolpeery NSIITPI 1 Sei. 2hovTn. The suitabrhy n.TPI* www Ipnst or% SBCA: www sbcindustrr Wm; ICC• www itxaa6 A IPLNE Mm.oa.Mir 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793 Ply. 1$EON: 561621 / T12 /JACK Cust. RR408 JRef: 1W984080024 7497 - A Oty: 4 FROM: RF DrwNo: 072.18.1738 06660 Truss Label: CJS I I KM / WHK 03/13/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL• 000 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration, 1.25 Spacing: 24.0 T C Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category- 11 EXP- B Mean Height: 21.93 it TCDL. 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 H Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 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 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162•x3.5') toe -nails at lop chord. Provide (2)16d common(0.162'x3.5') toe -nails at bottom chord. 5' 5' Def11CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL). NA HORZ(LL): 0.004 D HORZ(TL): 0.007 D Creep Factor. 2.0 Max TC CSI: 0.264 Max BC CSI, 0.223 Max Web CSI: 0 000 VIEW Ver. 17.02.01A.1114.21 IF— c s.. 'Qi 4 o. 708 1 acs •••....,...••• U C'nA fID.j7RoAlat_ EN. 03/14/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRP IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL any Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 288 / 53 1179 / - / 94 / 4.0 D 89 /- /58 /- /- /1.5 C 116 /55 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# THE INSTALLERS id follow the latest edition of BCSI (Building ncggtions. Instaallllers shall rowdeeterhporra ns, per I B3. or 10. aailed BC sections 87 etalls, unless noted otherwise. keferto ALPINE n from this drpwin an failure to build the this draw1Xg r„n m,rn sA Seal on or cover paga shown. The suiTability 2400 Lake Orange Dr trAfN81RPd s}ec Suite 150 st ora: SBCA www sbandusW oom, ICC www imsafe om Orlando FL. 32837 Job Number: 19793 I Ply: 1 i SEAN• 561622 / T16 I HIP_ I Cust: RR408 JRef. 1 W984080024 7497 . A Ory' 2 FROM: RF DrwNo: 072.18.1738.06363 Truss Label: HJ7 KM / WHK 03/13/2018 Loading Criteria (psf) TCLL' 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 1000 Des Ld: 37.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1 25 Spacing: 24.0 " 5'4"5 9110"1 r 5'4"5 + 4'5"11 1 D 12 C4 4.24 p ih in v B T yJ A G FE AIA•t 1112X4 =3X4 1'10"10 1 579 4'1"9 _15"114 5'2"9 9'4"2 9'1 "1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category. II EXP: B Mean Height: 22.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi. 0.18 Wind Duration: 160 Lumber Top chord 2x4 SP #2 Dense Bot chord 20 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC: From 0 pit at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0 00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 plf at 000 SC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 Ib Conc. Load at 4.24 TC: 232 Ib Conc. Load at 7.07 BC: 17 Ib Conc. Load at 1.41 BC: 100 Ib Conc. Load at 4.24 A LPI N E BC: 177 Ib Conc. Load at 7.07 mroawra Wind Wind bads and reactions based on MWFRS 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 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2)16d common(0 162"x3.5") toe -nails at top chord. Provide (3)16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)' 0.021 G 999 240 VERT(TL): 0.057 G 999 180 HORZ(LL): 0.005 F - HORZ(TL): 0.009 F Creep Factor. 2.0 Max TC CSI: 0.475 Max BC CSI: 0.591 Max Web CSI: 0.324 VIEW Ver. 17 02.01A.1 114.21 O. 7.08 1 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL 1W B 318 /145 /- /- /- /4.9 E 328 /65 /- I- /- /1.5 D 71 /24 /- I- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a ngtd surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 194 -694 Maximum Bot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. B - G 654 -166 G - F 642 -166 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 183 -705 EN Nco";1* d 03/14/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reire extreme care in fayp' ting h ndlin9 shipping m.§talling,and bracing Refer to and follow the latest edition of BCSI fBuildinfeyTPIfunctions. Installers terhporarComponentlgyInformation, by and SCA) rbi sa/e practices pnor to performing these shall provide bracmg Der BSI., Unless noted oTherwlse.top chord shall hue proper) attached structural sheathing and bo t2m Nord ghall have a probe y attached ri Id ceihnq Locations shown forDermanent lateral restraint f webs shall have bracin Installed per BCI sections B3. B7 or 810, Deferasapplicab@AopTvplatestoachfaceofWssandpositionasshownaboveandontheJoinetalls, unless noted otherwise. todrewtngs16eA-Z'torstandard Date poslUons. A LPI N E AlpinQ, a division of ITW B 1ildincLccomponents Group Int. shall not be responsible for any deviation from this drawinq,an failure to build the Wss m with ANSIRPI 1, or or ap linq, s iDpingq, Instillation and bracing of IrvssesA eel on this drawiXpo or over pa g mroawra cgnformance iiilistingthisdrawingindicatesacceptanceofprolessionaienInrinsrresponsibilitysolely r the design shovTn. he su' b ty and use of this 0 awing for any structure rs the responsibflit of the building Desigrfer per ANSU7PI 1 S§c.2. 24Op eke Orange Dr Ita 150 For more mlormabon xe IMs D's enerel nota a antl these web sues• ALPINE www el ndtw tom• TPI www I nsl o SBCA• www sbandust tom ICC: www ioraele o Qr18M0 FL. 32837 Job 93 08 JRef: 1W 7497, A 17497 - A7 - DAVID WEEKLY I POty. 1 I FROM. RF 823 / T29 HIP_ I KM No 41073.18.0839.00793 03/14/ 201824 Truss Label: HJ7A T 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL- 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 789 9'10"1 718"9 2'1"7 1112X4 24'2-6 C 12 4.24 p 0 p, r. M h fn v Bt t 20'6" 4 F E 1) 1112X4 T8"9 f-- 1,10"10 T8"9 2'1"7 T8"9 9'10"1 Wind Criteria Wind Std. ASCE 7.10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.42 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to W2 C&C Dist a: 3 00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration. 1.60 Lumber Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 55 pit at 0.00 TC: From 2 plf at 0.00 to 2 pit at 984 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 pit at 9.84 TC -22 Ib Conc. Load at 1.41 15 TC' 118 Ib Conc. Load at 4.24 1.5 TC. 232 Ib Conc. Load at 7.07 BC: 17 Ib Conc. Load at 1.41 BC: 100 Ib Conc. Load at 4.24 BC: 177 Ib Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: 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 Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at lop chord. Provide (2)16d common(0.162"x3.5') toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udell L## VERT(LL): 0.019 F 999 240 VERT(TL): 0.055 F 999 180 HORZ(LL): 0.008 F - HORZ(TL): 0.016 F Creep Factor. 2.0 Max TC CSI:0.512 Max BC CSI: 0.586 Max Web CSI: 0.079 VIEW Ver. 17.02.01A.1114.21 P`J1•.HJ. i • 0.7,08 03/14/2018 A Maximum Reactions (lbs) Loc R /U / Rw / Rh / RL W B 223 /106 /- /- /- 49 F 805 /192 I- /- /- 5.7 E -104 /104 /8 /- /- 15 D -118 /118 /56 /- /- 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearings B 8 F are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 189 -447 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatin , h ndIingg ship pingg installing and bracingp. Refer to 8nd follow the latest editin of BCSI Bu'Idin T gg f ty Information, byY TPI and SPCA) t0i Safety practices prior to perfofinirg these I actions. Installs shall rovide to poralB51. Unless noted olherwise.top chord shall have proper)vv attached structural sheaf in9 and bott2m rehord;fall hava a pro2e aid cedingq. Locations shown for permanent lateral restraint bf webs shall have brdcin9 installed per 6C 1 sections B3, B7 or B10Y le. ADD V elates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to failure to build the n r The suae ility A IPLNE w+riwoHrwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19793 Defl/CSI Criteria Maximum Reactions (lbs) Py: 2 SEON. 561727 / T27 FLAT Cust. R408 JRef: 1W984060024 7497 - A /7497 - A -DAVID WEEKLY Bite No Size Shift Bite Oty 1 FROM. CHI W04 2.25 R 1.25 DrwNo. 073.18 0839 02740ITrussLabel: FG1 1.25 1311 W3X6 2.25 L 1.25 132) W3X6 2.25 R 1.25 Bldg Code: FBC 2017 RES KM / WHK 03/14/2018 Bearing AA requires a seat plate. 2 Complete Trusses Required Max BC CSI: 0.911 C-0 Rep Factors Used: Yes 5 6'4"10 8'8" 11'1"2 13'4"8 159"11 + 18'2"13 20 3 + 24 3'4"5 + 2 + 3'0"5 2'3"6 2'5 2'3"6 + 2'5'2 2'S"2 24"6 3'4'13 4X4 10) WAVE VIEW Ver. 17.02.01A.1114.21 A - B 0 -3756 E - F 0 -5589 ASX6 - 5X8[5 4X4[105) 112X4 1112X4 Purlins 5X6 =3X8 3X6132) The TC of this truss shall be braced with attached D - E 0 -5623 H - I 0 -1605 F J 1112X4(") S2 1112Xj-) 1113X6 111:1 21'2" 2'10^ --{ 2299" + 3 +2'3r_ 2 +2'S714 +2'4"6 2 S 20' 18" 3863" 86'4 14+ 5 + 62 + 320 i 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 it TCDL: NA psf BCDL. NA psf MWFRS Parallel Dist: NA C&C Dist a: NA I t Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS •132 2x4 SP #2 Dense: Webs 2x4 SP #3:W2, W5, W19 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord. 1 Row @12.00" o.c. Bot Chord, 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 pif at 0.00 to Ill at 24.00 BC: From 10 pif at 0.00 to 10 plf at 24.00 TC: 727 Ib Conc. Load at 6.40 PLB. 700 Ib Conc. Load at ( 3.00, 8.71), (6.00,8.71) Plating Notes All plates are 3X4 except as noted. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Plate Shift Table Defl/CSI Criteria Maximum Reactions (lbs) JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 51 W 5X8 O 1.25 1101 W04 2.25 R 1.25 151 W04 1.75 R 1.25 1311 W3X6 2.25 L 1.25 132) W3X6 2.25 R 1.25 Bldg Code: FBC 2017 RES Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.505 D 497 360 Z 2732 / - / - / - / - /6.0 Lu: NA Cs: NA VERT(TL): 0.884 D 362 240 AA 2034 / . / - / - / - /8.0 Snow Duration: NA HORZ(LL): 0.068 A - Z Min Brg Width Req = 1.6 625 HORZ(TL): 0.094 A AA Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings Z & AA are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.747 Bearing AA requires a seat plate. TPI Std: 2014 Max BC CSI: 0.911 C-0 Rep Factors Used: Yes Max Web CSI: 0.993 Members not listed have forces less than 375# 0 P -F Maximum Top Chord Forces Per Ply (lbs) FT/RT•0(0)/0(0) 0 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): 0 -564 WAVE VIEW Ver. 17.02.01A.1114.21 A - B 0 -3756 E - F 0 -5589 B- C 0 -6019 F- G 0 -4383 Purlins C -D 0 -5620 G -H 0 -3162 The TC of this truss shall be braced with attached D - E 0 -5623 H - I 0 -1605 spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. H .114, i J;••J,C,E S4C 4 S T O Q C00101" w0 i QNgl. ENG 03/14/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRF IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL a division of any on Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp X -V 4018 0 Q -P 5623 0 V- T 4005 0 P-0 4547 0 T -S 4018 0 O -N 3344 0 S-0 6108 0 N- M 1816 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -Z 0 -1267 O -G 1139 0 A -X 3910 0 G -N 0 625 X -B 0 .89B N -H 1476 0 B -S 2119 0 H -M 0 725 C-0 178 -536 M-1 1599 0 P -F 1142 0 I -L 0 892 F -O 0 -564 INSTALLERS Dw the larst editi n off BCSI IBuildin, is. Instal ers sha$ell hdv t arhvro eAyridbott2m4Norde led per BC51 sections B3, 87 or B10. t, unless noted otherwise. Refer to failure to build the or The sMility ALPINENE nmvozwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19793 Ply: 1 SEQN: 561694 / T19 FLAT Cust: R408 JRef• 1W984080024 7497 - A /7497 - A -DAVID WEEKLY Qty: 1 FROM: RF DrwNo• 073 18 0839.04387 Truss Label: FG2 I I I KM / WHK 03/14/2018 r6'6' 1'9"92'0"13 2'2"9 5" 2,2„9 • i' 4,3"7 - f- 6,6„ - i 5" Loading Criteria (psf) TCLL. 40.00 TCDL. 10.00 BCLL: 000 BCDL: 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 it TCDL: NA psi BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 *W2, W5 2x4 SP #2 Dense: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3) W 4X6 4 50 R 2 50 [ 4) W 3X6 2.25 R 1.25 7) W3X6 2.25 L 1.25 (10) W4X6 2.25 R 2.25 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. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 pif at 0.00 to 100 pif at 6.50 BC: From 10 pif at 0.00 to 10 pit at 6.50 TC: 1088 Ib Conc. Load at 0.69, 2.69.4.69 Snow Criteria (Pg,Pf in PSF) 2'0"1 1 4'515 1 6'6" Pf: NA Ce: NA 1 2.01 1 2'5"13 ' 1 2,0"1 999 240 E 1706 / - I - / - / - 14.0 III2AX4 3X64) 3XC6[7) 1112X44 HORZ(TL): 0.025 E E Min Brg Width Req = 1.7 Code I Misc Criteria Creep Factor. 2.0 Bearings H & E are a rigid surface. T Max TC CSI: 0.703 TPI Std: 2014 Max BC CSI: 0.751 Members not listed have forces less than 375# Rep Factors Used: Yes Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. FT/RT:0(0y0(0) Plate Type(s): WS B - C 0 -3076 1 VIEW Ver. 17.02.01A.1114.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 9-4- H- G 3081 0 F- E 3077 0 G - F 3076 0 H G F E A- H 0- 799 C- E 0- 3372 1112X4 1112X4 H -B 0 -3371 4X6[3) 4X6[10) r6'6' 1'9"92'0"13 2'2"9 5" 2,2„9 • i' 4,3"7 - f- 6,6„ - i 5" Loading Criteria (psf) TCLL. 40.00 TCDL. 10.00 BCLL: 000 BCDL: 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 it TCDL: NA psi BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 *W2, W5 2x4 SP #2 Dense: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3) W 4X6 4 50 R 2 50 [ 4) W 3X6 2.25 R 1.25 7) W3X6 2.25 L 1.25 (10) W4X6 2.25 R 2.25 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. Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 100 pif at 0.00 to 100 pif at 6.50 BC: From 10 pif at 0.00 to 10 pit at 6.50 TC: 1088 Ib Conc. Load at 0.69, 2.69.4.69 Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell II Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LII 0.047 G 999 360 H 2271 / - / - / - / - /4.0 Lu: NA Cs. NA VERT(TL): 0.082 G 999 240 E 1706 / - I - / - / - 14.0 Snow Duration. NA HORZ(LL). 0.018 E H Min Brg Width Req = 2.3 HORZ(TL): 0.025 E E Min Brg Width Req = 1.7 Code I Misc Criteria Creep Factor. 2.0 Bearings H & E are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.703 TPI Std: 2014 Max BC CSI: 0.751 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI 0.485 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. FT/RT:0(0y0(0) Plate Type(s): B - C 0 -3076 WAVE VIEW Ver. 17.02.01A.1114.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H- G 3081 0 F- E 3077 0 G - F 3076 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0- 799 C- E 0- 3372 H -B 0 -3371 S, •; ', GE Sic ; C i o. 708 1 S T O co INl,,,° 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ulre extreme care in fa cath9, ilandlln9 shipping in talling,and brdclnp. Refer to nd follow the lasest edit) n of SCSI (Building Component Sty Information, by TPI and SBCA) r0i safe practices pnor to peAormmg these Vncbons Instal ars shal4prowde terhporarVbIIIDerBI ,Unless noted o erwise.top chord shall h ve property attached syructural sheatninq and bott2m 4Nord shall hav a prope y attach npld ceiling Locations shown for permanent lateral restraint of webs shat have blacing installed per SCSI sections B3, 7 or 810. as applical9e App G atBs to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings1eP-Z for standard plate positions. Alpine, a division of ITW B Ilii om ngnts Grqup In . shall not be responsible for an deviation from this drawl any failure to build themffwcbussinypnIrmancewith /NSIIT 1 1. o for handIM shippmq, instpllation and bracing of,IrussgsA gal on thi16 d irS9 or cover pagQ 2400 Lake Orange Dr. listing this rawin indica es acceptance of pro essiona en m e@nng reaponsibit' so ely r tthe des n shown. The suiTabiliyanduseothisiawingoranystructureistheresponsibilitoiliaBuildingDesigerperANSPI1Sc.. Suite O endo L. 32837Formoreinlonnawnseethistot's General notes page and these web sites ALPINE www.aiprneitw www IIITPI. wIII orG. SSCA www sbcinduslN com. ICC www insole OIG Job Number: 19793 Ply: 1 I SEON: 561705 / T5 / SY42 I Cusp RR408 JRef: 1W984080024 7497 - A Ory 8 FROM: CH DrwNo. 072.18.1738 06176 Truss Label: Ft KM / WHK 03/13/2018 1016' 11' ' 24'1"8 , 10.6" + 1 12'7"8 2'6' i11"'_"1 1'6" F1 ( TYP) — 2'6"12 --1-- 2'6"12 — 1 2'6"12 2'6"12 ,1 2'6-12 --1 2'6"12 3X8 =3X4 =3X6 =W=3X4 m3XIO1161 m3X4[19) 1112X4 A B C D E F G H I J K L M T 7 + W10 1 1-1p 0 3X8 3X8[5) W=H0312 3X4 =3Xa4 w3X10[15) =4X6[18) =3 4 21'2" j 2'11"8 Loading Criteria (psf) Wind Criteria TCLL. 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure- NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP. NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 100 MWFRS Parallel Dist: NA Spacing: 24.0 ' C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3:W13 4x2 SP #2 Dense: 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 5) W 3X8 350 L 1.25 [15) W 3X10 5.50 R 125 16) W3X10 4.50 R 1.25 [18) W4X6 2.00 R 1.25 19) W3X4 225 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. Truss must be installed as shown with top chord up. IMPORTANT" of TPI 1, or rOr n acce( ance any s cture i ....m. m..• — 24'1.8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Webs Pg- NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce: NA VERT(LL): 0.319 E 773 360 V 1074 / - I - / - / - 6.0 Lu- NA Cs: NA VERT(TL): 0.738 E 471 240 P 2213 / . / - / - / - 8.0 Snow Duration: NA HORZ(LL): 0.047 B - V Min Srg Width Req = 1.5 L -O 1145 0 HORZ(TL): 0.076 B P Min Brg Width Req = 1.5 M -O Code / Misc Criteria Creep Factor. 2.0 Bearings V 8 P are a rigid surface. Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.734 Bearing P requires a seat plate. TPI Std. 2014 Max BC CSI: 0.802 Rep Factors Used: Yes Max Web CSI: 0.727 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FTIRT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver. 17.02.01A.1114.21 B - C 0 -3320 G - H 789 -2156 C - D 0 - 3320 H-1 789 -2156 D - E 0-4167 1- J 789 -2156 E -F 0-4171 J -K 2026 0 F- G 0-4156 K- L 2026 0 GE i o. A08 1 7a • • a S NOwd otieLEN..+ 03/14/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. V- U 1940 0 R-0 3418 - 248 U -T 4061 0 O -P 415 -1535 T -S 4061 0 P -O 0 -919 S - R 4171 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V -B 0 -2155 O -J 2217 0 B -U 1526 0 J -P 0 -1877 U -D 42 -819 P -L 0 -1401 D -S 480 -510 L -O 1145 0 R -G 1223 0 M -O 0 -617 G -O 0-1512 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracin Refer to and follow the latest edib n of SCSI Buildingg ractices prior to perfo ining these (unctions. Installers shill pr vide to porary a properly attached structural shyathin9 and borior o shat have a pro e yesirerntyfwebsshallhavebracinginstalledperBGIsections83. B7 or B10. as shown above and on the JoinfDetails, unless noted otherwise. Refer to II not be responsiple for any deviation from this drdwi any failure to build the iv, met Ilation and bracingq q trussesA seat on this dewing or over page tQ Qng ngering responsfbllity solelyfor thedesign shown. he suitability ALP NIE minrG6wn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793 Ply 1 SEON: 561706 / T33 / SY42 Cust: RR408 JRef: IW984080024 7497 - A Oly. 2 FROM CH DrwNo: 072 18 1738 06770ITrussLabel: FIA KM / WHK 03/13/2018 8' 8'7'12 16'6"4 24'1'8 28' 77'10"8 1'7"4 6' F'— 2'6" --11._ 6 t2'i TYP) 1-- 2'6"12 --}-- 2'6"12--1 I-- 2'612 --}-- 2'6"12 --P-- 2'6"12 2'6"12 —{ F– 1'6' – a 3X413] iia 3X4 = 3X6 = W =3X4 0 3X4 m 3X4 = 3X4121 J 112X4 A B C D E F GH 1 J K L M f777 W V U T S R O P O 3X6 m 3X6 a 3X419] 3X6[13) a 3X6 s 3X4 a W=3X4 13'10" 7'4' 2'11 "8 24'1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf m PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Cl. NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W X 661 / - / - / - / - /6.0TCDL' 10.00 Speed: NA mph Pf: NA Ce. NA VERT(LL): 0.095 M 403 360 SCLL: 0.00 Enclosure. NA Lu. NA Cs: NA VERT(TL): 0.292 M 223 240 S 1216 / - / - / - / - /8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 L - - P 1474 / - / - / - / - /8.0 Des Ld: 55.00 EXP: NA Mean Height: NA it HORZ T L): 0.038 L - - X Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria Creep Factor. 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.847 PMin Br Width Req = 1.5g Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.686 Bearings X. S. & P are a rigid surface. Bearings S & P require a seat plate. Spacing: 24 0 C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI. 0.525 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0-1612 G- H 1667 0 Top chord 02 SP #2 Dense C - D 0-1612 H -1 1667 0 Bot chord 4x2 SP #2 Dense D - E 226 -1366 I - J 1659 0 Webs 4x2 SP #3 E - F 232 -1350 J - K 2053 0 Plating Notes F- G 1667 0 K- L 2053 0 All plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord X - W 1084 0 S - R 0 -1657 No Size Shift Site No Size Shift Bite W - V 1373 -221 R - O 0 -1659 3] W3X4 2.25 L 1.25 (9) W3X4 1.25 L 1.25 V - U 1366 -226 O - P 0 -1663 131 W3X6 1.75 R 1.25 [21] W3X4 2.25 R 1.25 U- T 397 -725 P-0 0 -926 Deflection T - S 397 -725 DEFLCAMB10114 for camber reDcommendal o setas wino• rr/rr,', hyI"Lttt y Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes . i;'••.,/^yot•••' E2x6continuousstrongback. See detail •• f S •. . X - B 0 -1205 S -1 323 468 B - B 584 -15 J • P 0 - 465 STRBRIBR1014 for bracing and bridging •• ; W - D 582 -74 P - L 0 -1430 recommendations. i 'ss0. 708 U-F 1206 0 L-O 1154 0 Deflection estimate assumes composite action with s F - S 0 -1720 M-0 0 -618 single layer of the appropriate span rated glue-nailed ; wood sheathing. * ; Truss must be installed as Shown with top chord up A Z SAT 0 Q f 040 COA(4ONA y`,a` 03/14/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses reavire extreme care in fabricating, hhandlingg shipping.in talling,and brat n Refer to nd fpllow the latest editionomponentgfeyInformation, by TPI end SBCA) tpi sat(yy actices poor to perf'o rning these unctions. Installers shall courseofSCSI (Buildinterttporar pbracingperSSI , Unless noted oyherwrsfe.top chord shall hove properix attache structural shgalhing and bottom Chord ghQ have a propeAyattach8dnidceilingqLocationsshownorpermanentlateralrestraintofwebssallhavebracingginstiedperBC51sectionsB3. B7 or B10, App? face Joint Details, Referasapplicableplat6stoeachoftrussandpositionasshownaboveandontheunlessnotedotherwise. drawings 16eA-Z fo sianaard plate positions. to ALPINE Alpine, a division of ITW Building mponents Group Int. shall not be responsible for any deviation from this drewmq,any failure to build the M„marwr truss in c nformance with ANSIIT 11, or for handling instellation braang trussgsA thr; drshipping, and of seal on r g or listing this drawin indicates acceptance of professronar engineering responsibility so sly for the desr n shown. this rowing for the the building Desig ANSI/TPI 1 Sgec.2. Eover pegs , 2g0p Lake Orange Dr. The surWbrlity Suite 150anduseofanystructureisresponsibilityoferper For more mfonnalgn see this ob's eneroi notes a and mese web s res ALPINE www of neihv Com, TPI: www t nsi o SBCA www sbandusi cpm, ICC www itmale org Orlando FL, 32837 Job Number: 19793 Ply. 1 SEON: 561648 / T21 I SY42 Cust. RR408 JRef 1W984080024 7497 - A Oty: 3 FROM: CH DrwNo: 072.18.1738.06675 Truss Label: F2 KM / WHK 03/13/2018 5'4'8 6'11" 1778 18'6' 23'10"8 5'4'8 168 10'4"8 1'2" 5'4"8 TYP) 3 2'6'12 2'6'12 2'6'12 --}— 26'12 --{-- 2'6'12 2'6'12 --• I III 1 X3 = W =3X4 1111 X3 1X3 101X3 1111X3 =3X6 III 1X3 =3X6 1111X3 1111X3 =-1X3 A B C D E F G H I J K L T :• e i • T S R f9 O P O N 1X3 =W=3X4 =3X6 1X3 12'1 "4 i119'4 23'10'8 Loading Criteria lost) Wind Criteria Snow Criteria (P9,Pf in PSF) Def /CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W U 622 / - I - / - / - /7.3TCDL: 10.00 Speed: NA mph Pf. NA Ce' NA VERT(LL): 0.089 C 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.188 C 999 240 O 1437 ! . / . / . / - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.019 B - N 611 / - / - / - / - /7.3 Des Ld: 55.00 EXP: NA HORZ TL : 0.029 B U Min B Width R 1.5r9 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA H TCDL: NA Creep Factor. 2.0 O Min Brg Width Req = 1.5 Soffit. 200 psf BCDL: NAsfp Bldg Code: FBC 61h.ed 201 Max TC CSI' 0.621 N Min Big Width Req = 1.5 Bearings U, O. 8 N are a rigid Load Duration: 1.00 MVVFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI: 0 551 plate. Bearings U 8 N require a seat plate. Spacing: 24.0' C&C Dist a: NA K Rep Factors Used: Yes Max Web CSI. 0.373 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s). Maximum Top Chord Forces Per Ply (lbs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0-1381 G- H 803 0 Top chord 4x2 SP #2 Dense C - D 0-1389 H-1 0 -1342 Bot chord 42 SP #2 Dense D - E 0 -1376 I - J 0 -1353 Webs 42 SP #3 E - F 803 0 J - K 0 -1346 Plating Notes F - G 803 0 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. 2x6 continuous strongback. See detail U - T 1008 0 O - P 809 -89 STRBRIBRIO14 for bracing and bridging T - S 1389 0 P-0 1353 0 recommendations. S- R 778 -62 O- N 987 0 Deflection estimate assumes composite action with R-0 778 -62 single layer of the appropriate span rated glue -nailed wood sheathing. Nth.' Truss installed rr rAr""' Maximum Web Forces Per Ply (Ibs) must be as shown with top chord up. P Webs Tens.Comp. Webs Tens. Comp. P••.••n..• / Q. U -B 0-1120 O -H 0 -1315 e•!• ` GE S •• B - T 430 0 H - P 758 0 S- E 784 0 O- K 432 0 E -O 0-1334 K -N 0 -1097 0. 08 s sat o Q con ZONAL 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabri ling, h ndlin9 shi pin Installing,and brae nq Refer to nd follow the latest edlti n of SCSI Buildin Component gg f ty Information, by TPI ana S9CA) f8i safety ractices prior to perf'ofining these unctions. Installers shal I vide to poran q bracing per B SI. Unless noted olherwlse.top chord shall h8ve properix attached structural sheathing and bottgn 4hory a have a pro eAyatlach8dnidceilingqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledper6C51sectionsB3, B7 or B10, A to face truss above and on the JoinrDetails, unless noted otherwise. Defer toasapplical5QpTvpplateeseachofandpositionasshown drawings 160A-Zpfors%ndard plate positions. ALPINE Alpine, a division of ITW BuilddinncqLCCompongpts Group In .shall not be re pons)ble for any, from this dr wing,an failure bracenq this drawig to build the .nmr0lr•Hrgiation truss Inc nfonnance with ANSIffPI 1, or for handling shiupm , mst llaUon and ossesA seat on or over pagge 2400 Lake Orange Dr. tig this drawin indicates acceppt ance of proTessionar engmgerinA responsSbisolely for the desi n shown.he suiCability Suite150andthis iawing for any sUvcture Is the responsibilityof thebuldngDesir per ANSIITPI 1 c.2. use of Orlando FL. 32837 For more mlormaWn see lMs D's enerel holes B entl IfKSe web Jiies• ALPINE www al neMv tom, TPI www.l nst or SBCA: www sbantlus tom. ICC: www itttale o Job Number: 19793 Ply1 SEON• 561649 / T20 / SY42 Cust' RR408 JRef: 1W984D80024 7497 - A Oty' 1 FROM: CH DrwNo 072.18 1738 05942 Truss Label: F2A KM / WHK 03/13/2018 8' 9'3"8 1978 21 23'10"8 8' 1'3'8 10'6' Ti. 2'10'8 2'6• —' I 1--2-6-12 2'6.12 2'6.12 2'6'12 ---1-- 2'6.12 T 2'6"12 W =3X4 3X6 =3X4 =3X4 =3X8 =3X4 =3X4 A B C D E F G H 1 J K L T :- 7 V U T S R 0 P O N 3X6 ar3X616)=W=H0312 w3X8 =_3X8 a3X4 17'1'4 674 23'10'8 Loading Criteria (osf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Std' NA Pg. NA CI: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1W W 882 / - / - / - / - /7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.213 U 949 360 SCLL: 0.00 Enclosure: NA Lu. NA Cs: NA VERT(TL): 0.395 U 688 240 0 1537 / . / . / . / . /4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0 036 B - - N 317 173 / - / - / - /7.3 Des Ld: 55.00 EXP: NA HORZ(TL): 0.049 B W Min Brg Width Req = 1.5 Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA it TCDL' NA psf Creep Factor 2.0 0 Min Brg Width Req = 15 Soft: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.785 N Min Brg Width Req = 15 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI: 0.973 Bearings W, O, 6 N are a rigid surface. Bearings W 8 N require a seat plate. Spacing: 24.0' CSC Dist a: NA ft Rep Factors Used: Yes Max Web CSI. 0.660 Loc. from endwall. NA FT/RT:0(0)/0(0)Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE, HS VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 0-2529 F-G 0 -2211 Top chord 4x2 SP #2 Dense C - D 0-2529 G - H 0 -2211 Bot chord 4x2 SP #2 Dense D - E 0-2816 H - I 1040 0 Webs 4x2 SP #3 E - F 0.2211 1-1 1040 0 Plating Notes All plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. Plate Shift Table W- V 1541 0 T- S 2813 0 JT Plate Chord JT Plate Chord V • U 2818 0 S - R 2813 0 No Size Shift Bite NO Size Shift Bite U - T 2816 0 R-0 1003 0 6) W 3X6 2.75 L 1.25 Deflection Maximum Web Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.21' DL: 0.20'. See detail Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. W - B 0-1713 R - H 1386 0tMtrMMLlr ykrnprrrrrM+ Additional Notes T' `A ri. L. i B V 1092 0 H-0 0 -1864 f•,••• "•.•.•1 /4 ', V - Ft 102 •566 0 - J 0 -1005 2x6 continuous soon back. See detail9 + / . E - R 0 -846 K - N 365 -385ESTRBRIBRIO14forbracingandbridging . v SCC • :• recommendations. •• Deflection estimate assumes Composite action with • 08 isinglelayeroftheappropriatespanratedglue-nailed 0• wood sheathing. Truss must be installed as shown with top chord up. COA f4 a 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reavire extreme care in fabricatin h ndling9 shipping installing and bracing Refer to rid fellow the latest edition of SCSI BuildingComponentggafetyInformation, by TPI an S CA) fOi safey practices prior to perlbing these unctions Installers shall provide to pore brawn9 eer B SI., Unless not olherwise,top chord shall have propart attached structural sheathing and bott2m Nord shall hav a proel attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 7 or 10. face keferasapplicable. ARpiy plat @s to each of Wss and position as shown above and on the Joinf Details, unless noted otherwise. to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Budd11'nSA ccomponents Group Inc. shall not be responsible for any eviation from this dr wirrq,anZ failure to build the w,n m•N„ truss m nforinance with AN51lf Pl 1, trot handim mstallaUon and bracirrqq o trussesA on this dr8wir5g or overcorshipping, seat page , , 2400 Lake Orange Dr. listing this drawin indicates acceptance f proessronar engineering re ponsibilily solely for the design shown.he surCabrlrty Suite 150anduseofthisawingforanysiructurestheresponsibilityoftheBufldngDesignerperANSUTPI1Sic.2. For more mlarmaWn Sae Ihis ti's enerai notes a and mese web saes ALPINE www ai ne4w vim. TPI www t nst o SBC. www sbandusr tom iCl: www ocsafe Ong Orlando FL. 32837 Job Number: 19793 Ply, 1 SEON: 561671 / T39 SY42 Cust: R408 JRef: 1W984080024 7497 - A /7497 - A -DAVID WEEKLY Oy: 2 FROM- RF DrwNo' 073.18.0839.26060 Truss Label: F3 KM / WHK 03/14/2018 i- 8 .1 106'12 f 2'6' —i 2.6"12 26"12 — -- 2.6"12 — 1 26"12 -- 1 2'6.12 —{ I TYP) 1111X3 W=3X4 1111X3 1 3XB8 1111 3XD4 1111 3F4 =3X8 11X3AC3 1111G3 E3 H T :• o 1 1 9.4» O P O N M L } 1 3X8[7) 1111X3 3X4 3X8[14] 3X83W=3X4 19'10'12 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL' 10.00 Speed' NA mph Pf: NA Ce: NA VERT(LL): 0.383 E 607 360 R 1081 / - / - 1- / - /7.3 BCLL: 0.00 Enclosure' NA Lu: NA Cs: NA VERT(TL): 0.671 E 441 240 L 1082 / - / - /_ / - /3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.054 L - R Min Brg Width Req = 1.5 EXP: NA HORZ : 0.074 L L Min B Width Re 1.5DesLd: 55.00 RL) q = Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 Bearings R 8 L are a rigid surface. NCBCLL: 10.00 TCDL: NA psi Soffit: 2.00 BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.841 Bearing R requires a seat plate. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std' 2014 Max BC CSI: 0.868 Members not listed have forces less than 375# Spacing: 24.0C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.735 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: NA FT/RT:0(0y0(0) is Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114 21 B - C 0 -3329 F - G 0 -3354 C- D 0-3329 G- H 0 -3354 Lumber D- E 0 -42D4 H-1 0 -3354 Top chord 02 SP #1 Dense E - F 0 -4200 Bot chord 02 SP #1 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord R-0 1949 0 O - N 4204 0 No Size Shift Site No Size Shift Bite 0 - P 1949 0 N - M 4107 0 71 W 3X8 3.50 L 1.25 [14) W 3X8 3.50 R 1.25 P-0 4199 0 M - L 1957 0 Deflection Maximum Web Forces Per Ply (Ibs) Max JT VERT DE for LL: 0 camber recommendations. 0 en See detail Webs Tens.Comp. Webs Tens. CompDEFLCAMB1014forcamberrecommendations. Additional Notes R- B 0 -2166 F- M 0 -833 2x6 continuous strop back. See detail ow"1111rlgpu '' B - P 1526 0 M-1 1544 0 9 11M n„ P- D 0 -1132 I- L 0- 2175 STRBRIBR1014 for bracing and bridging 0W I H gyp, N - F 527 -271 recommendations. • •tv••••• /•%, Deflection estimate assumes composite action with k -•,. `• E •••. `/ ' single layer of the appropriate span rated glue -nailed N •• S • wood sheathing. .• Truss must be installed as shown with top chord up. 3 : O 708 1 a• SAT O • Q SFS •6 ....... ..•Nv . COA Q/ 1. 0/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire extretna care In fa cating h ndlin9 shipping in tailing and brac'nq. Refer to and follow the latest editi n of BCSI (Buildin Component gg fey Information, bY T IIan S CA) rbi sadet practices pnor to per o ining these functions. Installers shal nnr vide temporary bracin Der BSI.. Unless noted oTllerwl e.top chord shall h8ve properly attached structural sheathing and bottom GNord grab have a prose Y attach"o nggld ceiling. Locations shown for permanent lateral restraint of webs shall have bracin msTalied per BC51 sections B3. B7 or 810. as appllcabl AopI pplat s to each face of Wss and position as shown above and on the JomMetails, unless noted otherwise. Refer to ALPINEdrawings16e0A-Z'tor slanard plate positions. Alpine, a division of ITW Buildincqt ccomponegnts Group In .shall not be regponslple for any deviation from this drewing,any failure to build the v,,,wo truss In gnfortnance with ANSI/7PI 1, or for handling shipping, Inst IlaUon and bracing gt_trussesA Beal on this drawing or cover pa 2400 Lake Orange Dr. listing this drawin indicates accep nce qi pro ess ora en n Bringg regponslbtllttyy soley for the des n shown. The su' ility Su;te 150anduseofthis rawing for any structure rs the responsibility o the 9uilding Desiglier per ANSIITPI 1 S c.2. Orlando FL, 32837 For more intonneuon see Ilns b's enerel notes a and Ibese web sues: ALPINE' www al nenw com, TPI: www 1 nsl o SBCA. www sbandust Opm. ICC www CCsefe o Job Number: 19793 Ply 1 SEON: 561674 / T32 SY42 Cusp R408 JRef• 1W984080024 7497 - A /7497 - A -DAVID WEEKLY Oy: 3 FROM. RF DrwNo 073.18.0839.28023 Truss Label: F4 KM / WHK 03/14/2018 8' 1 9'3"4 19'9"4 8' 1'3"4 10'6" I -- 2'6" 2.6"12 2'6"12 ZVI! 2 —{-- 2'6"12 -- 1 2'6"12 TYP) III 1 X3 = W =3X4 1X3 = 3X8 1111 X3 m 3X4 III 1 X3 = 3X4 1111 X3 = 3X8 1112X4 A B C D E F G H I J T :- o 1 1 94" P O N M L K } 1X3 = W =3X4 =_3X8 III 1 X3 = 3X4 3X8(14) = 3X8 3X6 19'9"4 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/den L/# Loc R / U / Rw / Rh / RL 1W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.369 E 626 360 O 1074 / - / - / - / - /73 BCLL. 0.00 Enclosure: NA Lu, NA Cs: NA VERT(TL): 0.646 E 455 240 K 1088- BCDL. 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.053 K - O Min Brg Width Req = 1.5 EXP: NA HORZ TL : 9 q = Des Ld: 55.00 ( ) 0.073 K K Min Br Width Re Mean Height: NA N NCBCLL: 10.00 TCDL NA psf Code / Misc Criteria CreepFactor. 2.0 Bearing O is a ngid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.796 Bearing O requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.926 Members not listed have forces less than 375# Spacing: 24.0C&C Dist a- NA it Rep Factors Used: Yes Max Web CSI: 0.728 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 B - C 0 -3302 F - G 0 -3323 Lumber C- D 0 -3302 G- H 0 -3323 D -E 0-4151 H-1 0 -3323 Top chord 4x2 SP #1 Dense E - F 0-4147 Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord O - P 1935 0 N - M 4151 0 No Size Shift Bite No Size Shift Bite P-0 1935 0 M - L 4063 0 141 W3X8 3.50 R 1.25 O- N 4147 0 L- K 1941 0 Hangers I Ties J) Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. Deflection O- B 0-2150 F- L 0 -818 Max JT VERT DEFL: LL: 0.37' DL: 0.34'. See detail 8-0 1512 0 L - I 1528 0 DEFLCAMB1014 for camber recommendations.trtwtnlrtvrrurrrrrr',, M - 51 D 0 -1098 I - K 0 -2159 Additional Notespi H• / ., 9 • ........ . 2x6 Continuous Siron back. See detail lr ,•`• E '• / STRBRIBR1014 for bracing and bridging a N D VGS`[ •. C ; recommendations. .• Deflection estimate assumes composite action with .• single layer of the appropriate span rated glue -nailed ; O. 708 wood sheathing. s Truss must be installed as shown with top chord up. s ,a SAT O ; Q s CON afl0NAL ENG 03/14/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, hh ndlin99 shy pm in tallmg and brac'nq Refer to nd fpllow the latest editlpn of BCSI Budding t gg fety. Information, by TPI an S CA) r0i sa ety ract ces prior to perlo Ming these unctions. Installers shall r vide to porary r B8SI. Unless noted otherwr e,top chord shall h8ve pro rtv attached structural sheathing and bottgn 4horo val hav@ a prroganvandceilinn. Locations shownsfor permanent lateral rest rpt Yf webs shall have bracmg installed per 6C51 sections B3. B7 or 610 Ste. Alply Dtates to ach face, of truss and position as shown above and on the JoinODetails, unless noted otherwise. itefer to6aA-Zor standardto, positions. a division of any his drewin..an failure to build the on thr; drq IXg or coverLedesignshown. The suipa Mility A IPLNE nnwowwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19793 Ply: 1 SEON: 561677 / T24 SY42 Cust: R408 JRef. 1W964080024 7497 - A /7497 - A -DAVID WEEKLY Ory 1 FROM: CH DrwNo: 073.18.0839.30083 Truss Label: FS KM / WHK 03/14/2018 2'10"8 3-1" 1178 12'6" 17'10"8 2'10"8 6" 7'10"8 1'2"8 54"8 3 f 2'6" -- — 2'6"12 ---1-- 2'6"12 1 2'6"12 2'6"12 { I TYP) 1111X3=3X4 =W=3X4 1111X3 X41X3 =31111X3 =3X4111) 1111X3 1111 H3 a3X4 =_1X3 A B C DE F T __7 v 9,4. R O P O N M 1 1111X311X3 =3X6 =3X4 =-3X4 =W=3X4X4 3X43 6'1"4 1174 17'10"8 t Loading Criteria (psf) Wind Criteria Snow Criteria (P9.Pf in PSF) DefVCSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg- NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W S 314 / - / - / - / - /7.2TCDL: 1000 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.069 H 999 360 BOLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.142 H 999 240 P 1096 / - / - / - / - 14.0 BCDL: 5.00 Category, NA Snow Duration: NA HORZ(LL): 0.012 L - - L 611 / • I - / - / - /7.3 Des Ld 55 00 EXP: NA HORZ TL : 0.017 L S Min Br Width Re 159q Code / Misc CriteriaNCBCLL: 10 00 Mean Height: NA H9 CreepFactor. 2.0 P Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psip BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.522 L Min Brg Width Req = 1.5 Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.499 Bearings S, P. & L are a rigid surface. Bearings S 8 L require a seat plate. Spacing: 24.0 C&C Dist a: NA H Rep Factors Used: Yes Max Web CSI: 0.344 Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# I: NA GCpi. NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02,01A.1114 21 Chords Tens.Comp. Chords Tens. Comp. Lumber C- D 476 0 F- G 0 -1340 Top chord 4x2 SP #2 Dense D - E 476 0 G - H 0 -1351 Bot chord 02 SP #2 Dense E - F 476 0 H-1 0 •1343 Webs 4x2 SP #3 Plate Shift Table Maximum Bot Chord Forces Per Ply (lbs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite P-0 807 0 N - M 986 0 11) W3X4 2.25 L 1.25 O- N 1351 0 M• L 986 0 Additional Notes 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. S-8 102 -410 F-0 650 0 Deflection estimate assumes composite action with{ plfllrlr rrp C - P 0 -680 N - I 425 0 single layer of the appropriate span rated glue-nailed t>1 prq, P - F 0 -1240 1- L 0 -1096 wood sheathing. Truss must be installed as shown with top chord up. %` S••% N e••••GE ^ 8 1 IzO. 7 3 SAT O • T = A%, s tF o1 C 011/S, yONA ' e 03/14/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exVeme care in fapricatin , h ndlin9 shi ping in$talling and brac'nuq Refer to rid follow the latest edi n Component g f ty Information, by TPI anq S CA) 9r sate(y practices prior to pert'oFrrting these functions. Installe shall rowdeSI of SCSI Building to pora% bracing r • Unless noted oherwi e.top chord shall h8ve properivy attached structural shpathinp and bott2m Grsltora Tall have a proDeAy attached rigid ceiling Locations shownor rmanent lateral restraint Of webs shall have breein installed per BC51 sections B3. B7 or 810q as applica A pQ lates to ach face • of Wss and position as shown above and on the Join etails, unless noted otherwise. drawings 16 A-Z orsiandard prate positions. Refer to ALPINE Alpiqa divi deviation from this d2wing,an% failure to build thetruscnformancewithANSI11, or or an lin shipping, ins(Ilation and bracing of trussgsA eat onthis drawl gorcpverpa e,,2400 Lake Orange Dr. listithis drawin indica es acceptance of pro essionaf en ingering re possibility solely r tthe t I c shown. andse of this swing or any structure is the responsibilit o the uild ng Designer per ANSIlfPI 1 c.2. The suiTability Suite 150Suite1 For more mlomaWn see tnis' ti's enerei notes a and mese web saes ALPINE www ai nmN+wm. TPI www t nst.o : SSCA www sbondus com. ICC, www iasale org FL, 32837 Job Number: 19793 wy 1 SEON: 561680 / T31 SY42 Cust: R408 JRef: 1W984080024 7497 • A /7497 • A -DAVID WEEKLY Oty 1 FROM. RF DrwNo: 073.18.0839 32777 Truss Label: F5A KM / WHK 03/14/2018 2'10"8 13. " 1178 1 12'6" 17'10"8 2'10"8 61 7'10"8 1'2"8 5'4"8 I -- 2'6" --{ 2'6"12 --{-- 2'612 2'6"12 2'612 --{ TYP) 1111X3 =3X4 =W=3X4 1111X3 1X3 =3X4 1111X3 =3X4 1111X3 1111X3 =3X4 =1X3 A B C DE F G H I J T • 1 47_,$9,4" R O P O N M 1X3 1111X3 =3X6 =3X4 =3X4 =W=3X4 3X4 1111X3 3 X43 6'1"4 1174 17'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) 0901CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Sid. NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R /U / Rw / Rh / RL 1W S 265 / - / - / - / - /7.2TCDL. 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.050 H 999 360 BCLL: 0.00 Enclosure. NA Lu: NA Cs: NA VERT(TL). 0.087 H 999 240 P 895 / - / - I - I • /4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)• 0.009 L - - L 406 / - / - / - / - /7-3 Des Ld. 55.00 EXP, NA HORZ TL : 0. 013 L S Min Br Width Re 1.59q = Code / Misc CriteriaNCBCLL- 10.00 Mean Height: NA H TCDL: NA psf Creep Factor. 2.0 P Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.522 L Min Brg Width Req = 1.5 Load Duration, 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI. 0.414 Bearings S, P, r L are a rigid surface. Bearings S & L require a seat plate. Spacing: 24.0' C&C Dist a- NA it Rep Factors Used. Yes Max Web CSI: 0.245 Loc. from endwall: NA FT/RT.O(Ou0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: NA WAVE VIEW Ver. 11702.011A 1114 21 IChords Tens.Comp. Chords Tens. Comp. Lumber F- G 0 -918 H-1 0 -921 Top chord 02 SP #2 Dense G - H 0 -927 Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) P-0 503 0 N - M 694 0 TC: From 100 pIf at 0.00 to 100 pIf at 5.35 O - N 927 0 M - L 694 0 TC: From 50 pIf at 5.35 to 50 pit at 17.63 BC: From 10 pIf at 0.00 to 10 pit at 5.35 BC: From 5 pit at 5.35 to 5 pit at 17.63 Maximum Web Forces Per Ply (lbs) TC: 50 Ib Conc. Load at 5.35, 7.48, 9.48.11.48 Webs Tens Comp. Webs Tens. Comp 13.48.15.48 C•P 0 -602 F-O 461 0 Additional Notes P- F 0 •884 I• L 0 -771 2x6 continuous strongback. See detailrftlta1r11Mrrrrprrrr STRBRIBRIO14 for bracing and bridging recommendations. i Deflection estimate assumes composite action with `/e•••••E •••••+, / single layer of the appropriate span rated glue-nailed SSC •. ; YG wood sheathing. •• I Truss must be installed as shown with top chord up. i O 7U8 II os SAT O F • '' ti SSIpNACOA 03/14/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uireextreme care in fapricatin9 h ndlin9 shi ping in.§talling and brac•na Refer to nd follow the la est editipn of SCSI fBuilding Component gg t ty In ormation, by TPI and S CA) r0i safe practices poor to performing these unctions. Instal ers shall r vide to porarbracln9Der851. Unless noted olherwite.top chord shall h1ve properly attached structural sheathing and bott2m GNord n I havQ e Qattache_a nttlid ceilinq Locations shown rorpermanent lateral restraint of webs shall have bracingg installed per BC51 sections B3. B7 oroBtoy Deferasapplicabl@Apfptat@stoachface• of truss and position as shown above and on the JoinCDetails, unless noted otherwise. to ALPINEdrawings160A-Z 0 sl I and pate positions. Alpine, a division of ITW BuUlldlnaq omponents Group Inc. shall not be responsible for any deviation from this drawi an failure to build the w,rrwo rrr„ truss in gnfonnance with AN 1/T 11, or for handlin seippin , instellation and bracing of trussesA Seal on chi dr wiXg or cover p e 2400 Lake Orange DrIlstingthisdrawinggindicatesacceptriceofprogesslonaengineeringresponsibilitysolelyforthedesnhown. The su bllity Suite 750anduseofthisaiawingforanystructureistheesponsibflityoftheBuildingDesiguerperANSUTPI1c. . For more intormaWn See Iles ti's eneral notes a entl Mese weD sites• ALPINE www el n¢ihv.wm: TPI: www I insl org, SBCA: www sbantlusl oom: ICC' www Powele org Orlando FL, 32837 Job Number: 19793 Ply 1 SEON: 561683 I T28 SY42 Cust' R408 JRef. IW984080024 7497 - A /7497 - A -DAVID WEEKLY Oy: 2 FROM: CH DIwNo' 073.18.0839.34547 Truss Label: F8 I I KM / WHK 03/14/2018 i 911.1 17'7" _i 8' 1'1" 8.6" F— TV 26"1 z ,}— 2'6"12 —{ {-- 2•6"1 z —}— 2'6"12 —} 1'6"12 --}-- 1's" --{ TYP) W=3X4 III 1 X3 III A4 =-3XB4 1111X3 =3XD11141111E3 =3F611X3 = 3X4 =1 3 y- 7_($9,4" R O P O N M L 3X6 = W=3X4 = 3X6 1111X3 = _ 3X4 = 3X6 = 3X43 147'8 2'11"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 1000 Speed' NA mph BCLL' 0.00 Enclosure: NA BCDL. 5.00 Category: NA 428 -85 EXP: NA Des Ld: 55.00Desd:: D Mean Height: NA H 10.00 TCDL. NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 16.0 " C&C Dist a' NA H Loc. from endwall: NA I: NA GCpi. NA WAVEWindDuration- NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 02 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=0' uses the following support conditions: 0' Bearing R (0', 9'4') THA422 Supporting Member (1)4x2 SP #2 Dense 2) 0.162"x3.5' nails into supporting member, 4) 0 162x3.5' nails in flange and 6) 0.148'x3' nails into supported member. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf• NA Ce: NA VERT(LL): 0.081 D 999 360 Lu' NA Cs: NA VERT(TL): 0.196 D 999 240 Snow Duration. NA HORZ(LL): 0.015 B - 428 -85 HORZ(TL): 0.024 1 - - 0 -930 Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.511 TPI Std: 2014 Max BC CSI: 0.612 Rep Factors Used: Yes Max Web CSI: 0.396 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01 A. 1114.21WAVE 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. Truss must be installed as shown with top chord up. 00 H. - 40P E i k'4iGS4 • ,< A a CoA #10 ss NAI. 00 03/14/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1W R 462 /- /- /- /- /- M 1273 /- /- /- /- /80 R Min Brg Width Req = - M Min Brg Width Req = 1.5 Bearing M is a rigid surface. Bearing M requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp B -C 89-1135 F -G 1352 0 C -D 89-1135 G -H 1352 0 D- E 422 -959 H- I 1352 0 E - F 429 -947 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R - O 748 -12 O - N 959 -422 O - P 748 -12 N - M 273 -884 P-0 963 -418 M - L 0 -620 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. R -B 12 -833 F -M 0 -1238 B - P 428 -85 M-1 0 -930 P- D 504 -6 I- L 773 0 N -F 917 0 J -L 0 -413 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus require extreme cafe in fabricabng, handling shipping inittalling_and bracing. Refer to and fpllow the la est edition of BCSI (BuildingComHentrevf Information, by TPI ari0a SBCA r0i safety ractices poor to performing these unctions. Installer shall provideflterhporarY bracing per B 51. Unless noted olherwise,top chord shall have pita, Yattach g ssructural shgathini and p ttQrr igecdohns B3 67 oro 1n0Yattachedn9g1dceilingqLocationsshownforpermanentlateralrestraintbfwebssalhavebrecinmsliedperec as a .plicabl A 1y sates to each face of truss and position as shown above and on the Join tails. unless noted otherwise. Refer to ALPINEdrawings16A-Z gr standard plate positions. Alpirrrf, a diwsion of ITW BUildir g Com ns is Gr4uD I shall n t be responsible for an deviation from this d wi any failure to build thecussIncgnftrancewithANSI/iPl 1 p for handbnq shippmg, Inst;tllabon and bracing of trussseesA seat on thrg dr5g or cover pagg 2400 Lake Orange Dry listing this Srawin indicates acceptance of progessionag en Ineering responsibilittyv solely for tthe desr n frown. The suiCa ility Suite 150anduseofthis rewing for any sp cture is the responsibilit of the Building Desigrfer per ANSIlfPI 1 .. Oriando FL, 32837Formorenliinnatbnseeensab's aenerei noses oaoe aM these web saes• ALPINE www alpnenw com, TPI www ipnsi om: SBCA www sbdnqus_ ppm: ICC www iCtSele.o Job Number: 19793 Fly. 1 SEON• 561686 / T22 SY42 I Cust: R408 JRef- IW984080024 7497 - A /7497 - A -DAVID WEEKLY City. 1 FROM CH DrwNo. 073.18.0839.37187 Truss Label: FISA KM / WHK 03/14/2018 12.6 11'1'12 ITT 918'4 674 1174 TYP) 1'6.4 -+ 1'4- "" 1 TYP) WW -3X4 A 113X4 01 C4 11 X4 Y3E4 113X4 113X4 /13X4 y(4 a6XK(22) 1L3M6 T e 1 R AC AB AA Z Y % W V V T S e4x1 w W=3X4 B 3x4 111X3 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 1000 Speed: NA mph BCLL' 0.00 Enclosure: NA BCDL• 5.00 Category: NA R- N 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 Loc. from endwall• NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 02 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3:W6 4x2 SP #2 Dense Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac?1.00) TC: From 725 pif at 0.00 to 725 plf at 17.46 BC: From 10 fill a1 0.00 to 10 pif at 1746 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 22) W6X6 3.75 R 2.75 [26) W6X6 2.50 R 2.75 27) W 2X4 O 2.50 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 Truss must be installed as shown with top chord up. ITT Snow Criteria (P9.Pf in PSF) Pg' NA Cl: NA CAT: W Pf: NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:0(0)/0(0) Plate Type(s): WAVE DeNCSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.053 O 645 360 VERT(TL): 0 168 O 307 240 HORZ(LL). 0.009 N - HORZ(TL): 0.020 N Creep Factor. 2.0 Max TC CSI: 0 750 Max BC CSI- 0 272 Max Web CSI: 0 668 VIEW Ver: 17.02.01A.1114.21 H. i 0.708 1 SAT O :Q COA #`0+sSONAI 03/14/2018 0 W 1x303%4 Maximum Reactions (lbs), or'=PLF Loc R IU /Rw /Rh /RL /W AC'877 / - / - /. /_ /175 AC Min Brg Width Req = - Bearing AC is a rigid surface. Bearing AC requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp K- L 2906 0 M- N 2906 0 L - M 2906 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp S -R 0 -647 R•O 0 -718 Maximum Web Forces Per Ply (lbs) Webs Tens Comp. Webs Tens Comp. A -AC 0- 549 M- R 0 -1256 J- S 0- 562 R- N 0 -2753 S -K 8030 N -O 916 0 K -R 0-2764 O -O 0 -596 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp B -AS 0-1056 F- W 0 -968 C -AA 0 -949 G- V 0 -960 D -Y 0 -971 H -U 0 -996 E- X 0 .966 I- T 0 -672 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS nenextreme cafe in fagfncatin, handling9 shippin in talling.and bracing. Refer to cd follow the latest edition of BCSI (Building nen/ gg f ty Information, b IPI end BCA) tbi sale ract ces prior to perio ing these unctions. Installer s aII rovide to poraryDeresl., Unless noted of erwise.top chord shall nave property attached structural sheathing and boltgn rshoro shall havQ proGen to rigid ceiling Locations shown for permanent lateral restraint of webs shall have braciripc estalled per BC I sections B3, eel or 610. icaGlQ A ply ppletees to each face of truss and positron as shown above and on the JoinfD6 tails, unless noted otherwise. Defer to ALPINEs16oA-Zpfor standard plate positions. a division of ITW B 1ildinagccom ngnts Group In .,shall not be responsible for an deviation from this drawl an failure to build theconformancewithANSIlfP11. oor for handling, shipping, instellation and bracinngq of trussesA eat on this gang, wiXg or Cover pag 2400 Lake Orange DrthisdrawinindicatesacceptanceofproTessronarenIneyingresponsibilitysolelyorthedeshown. T11e surcatflity Suite 15pseofthis rawing for any structure Is the responsibilit of the euilding Desigrf4 per ANSRPI 111. 42.2. inlonnation see this job's general notes Me and these web sites, ALPINE www aipneetw.Com: TPI www tpnst.org: SBCA: www sbonduslry com. ICC www eecsele org Orlando FL, 32837 00 Truss Label; F9793 I City. 1 I FROM: CH1655 / T26 / SY42 I KM NOR R 7 218.1738.6984080024 03/13/2018 1'S"8 1'S"8 1'4"12 ' i 1'4" --i TYP) 13'4" 11'10"8 3X4 1112X4 A K 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: 55.00DDesd:: 10.00 Mean Height: NA it TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MW FRS Parallel Dist: NA Spacing: 24.0 ' CdC Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the budding designer. Plating Notes All plates are 1X3 except as noted. Additional Notes 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. Truss must be installed as shown with top chord up. IMPORTANT- FURNISH THIS L I Snow Criteria (Pg,Pf in PSF) Deli Criteria Maximum Reactions (lbs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl LH# Loc R /U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 V. 109 /_ /- /- /- /160 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 V Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 V - Bearing V is a rigid surface. HORZ(TL): 0.000 V Bearing V requires a seat plate. Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 61h ad 201 Max TC CSI: 0 104 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used. Yes Max Web CSI: 0.031 FT/RT.0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02 01A.1114.21 J:o cE ..Sck Qi X081 A J Mill Q SS10NAL coA #o't ,rrr,"onr 03/14/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and brac'npp Refer to and fpllpw the la est edition of SCSI Building racbces poor to per ofirling thesencbons. Installers shall provideatoa porpaeryeproperlyrattachlstructuralsheathingandptt2rrl Ih ird shall I 67 'of yrestraintofwebssallhavebracingginstalleder9G as shown above and on the Joint Details, unless noted otherwise. kefer to 11 rot be responsible for any deviation from this drawing failure to build the ig, installation and bracing of truss:sA Seal on thig dr rr519 or cover page aT_ An regponsib)lity so ely_fo1 the design ghown. The sui brlity AL IPNE w,mrmwir 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19793 I Ply. 1 I SEON: 561656 / T25 SY42 I Cust R408 JRef: 1 W984080024 7497 - A /7497 - A -DAVID WEEKLY Oty: 1 FROM: CH DrwNo 073.18.0839.39320 Truss Label: F8 KM / WHK 03/1412018 Loading Criteria (psf) Wind Criteria 3'7"8 2 10'6"12 Speed: NA mph BCLL: 0.00 Enclosure: NA 3'7"8 S 6'6" EXP: NA DDesNCBd:: Des Ld: 55.00 1'7"8 --1 10.00 TCDL: NA psf Soffit: 200 BCDL: NA psf 3I i 1'8"4 _"i _ 1.6"12 -"F- 1'6"12 -+- 1.6"12 —+— 1.6- Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA TYP) Wind Duration: NA 1113X6 1112X4[12) 112X4A111 113XX4 113C =4X4[8) 1113X6 =5X6 IXX3 D E T 1 W W8 117NMLJ m 3X4 3X4 a 3X4 K 3 a 3X6 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA 0 -479 EXP: NA D DesNCBd:: Des Ld: 55.00 Mean Height: NA ft 10.00 TCDL: NA psf Soffit: 200 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist- NA Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense Bol chord 4x2 SP #1 Dense Webs 4x2 SP #3:W7, W8 4x2 SP #2 Dense Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 111 W2X4 S 2.50 [8) W4X4 1.75 R 2.75 1121 W2X4 O 2.50 Additional Notes 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. Negative reaction(s) of -244# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions Truss must be installed as shown with top chord up. 774 j 2-11-8 --{ 10'6'12 Snow Criteria (Pg.Pf in PSF) Pg: NA Cl: 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(0y0(0) Plate Type(s): WAVE DefI1C81 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.050 H 762 360 VERT(TL): 0.147 H 418 240 HORZ(LL): 0.007 H - - HORZ(TL): 0.013 J Creep Factor. 2.0 Max TC CSI: 0.238 Max BC CSI: 0.121 Max Web CSI: 0.446 VIEW Ver. 17.02.01A.1114 21 i L r - i o. 08 1 ot SAT O ;Q tw' 03/14/2018 t Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 202 /244 /- /- /- /7.3 K 1703 /- /- /- /• /8.0 N Min Brg Width Req = 1.5 K Min Brg Width Req = 1.5 Bearings N & K are a rigid surface. Bearings N & K require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- C 928 -172 E- F 2128 0 C -D 947 -170 F -G 2128 0 D - E 968 -165 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. , .Chords Tens. Comp. N- M 134 -386 L- K 4 -1584 M -L 170 -947 K -J 0 -971 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N -B 462 -158 E -K 0 -1041 B- M 62 -662 K- G 0 -1437 D -L 0 -479 G -J 1170 0 L -E 923 0 H -J 0 -551 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extratna cafe in fabricating, h ndlin9 shinpin in@tatting and brat n Refer to nd follow the latest edition of BCSI (Budding0gf ry Information, br TPl eno SE CA) rbi safe j ractrces poor to per o rning these uncbons Installers shall rovide terhI r g S1. Unless noted oy erwie.top chord shall have pro, attached structural sheathing and bottQrr hord sfQall hav a prose" pid ceiling Locations shownsfor permanent lateral rest pot yf webs shall have bracingg insq lled per BCI sections B3. 7 or 610, 31Q Apply plat6s to ach face, of truss and position as shown above and on the Join: Details. unless noted otherwise. Refer to 6eA-Z for standard pPfate positrons. of any shall from this drewi an failure to build thesealonthisgang, or cover page ro th &des9n shown. The suitability ALPINE rnnwo¢.w+r 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number; 93 Ply. I SEON. T7497 - russ A f7497 - A7 - DAVID WEEKLY I Ory: 1 I FROM. RFt657 I T18 SY42 I DrwNo40 K 8.083 1W 080024 bel: F9 KM I 1'5"8 52"8 1'5"8 3'9" TYP) 3X4 1112X4 A E Loading Criteria (psf) Wind Criteria r 11 Enclosure: NA BCDL: 5.00 Category: NA Iq, and Seal pag f en meennA re ponslbiliN solely roe ``h I desfan shown. he suffa ility ibIIW1. the wilding Desigrter per ANS P1 1 c.2. EXP: NA DDes Ld: 55.00Desd:: N4 10.00NCBTCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA 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 Iq, and Seal pag f en meennA re ponslbiliN solely roe ``h I desfan shown. he suffa ility ibIIW1. the wilding Desigrter per ANS P1 1 c.2. EXP: NA DDes Ld: 55.00Desd:: Mean Height: NA it 10.00NCBTCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1• NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. WARNING** READ IMPORTANT" FURNISH THIS I 5'2"8 Snow Criteria (Pg.Pf m PSF) Defl/CSI Criteria • Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce. NA VERT(LL): 0.000 B 999 360 J 59 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 J• 109 Snow Duration: NA HORZ(LL):-0.000 B - - J Min Brg Width Req = 15 HORZ(TL): 0.000 B J Min Brg Width Req = - Code I Misc Criteria Creep Factor. 2.0 Bearings J 8 J are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.103 Bearings J 8 J require a seat plate. TPI Sid: 2014 Max BC CSI: 0 021 72 55.3 Rep Factors Used: Yes Max Web CSI: 0.027 Members not listed have forces less than 375# FT/RT:0(0y0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 No tM H • o. 708 1 00 SAT O •: Q RFs ....,!.•.N aj COA ONAe r+' t 03/14/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing,and bracin Refer to nd follow the latest edition of BCSI BuildinracticestotheseruncUons. Installers shall Drowde to porarpriorperiorning r properlyy attached slrvcturel shgathlnqq and bolt2r hoed gnall hav a probe yestrelntpfwebsshallhavebracinInstalledperBclsectionsB3, B? or B10. as shown above and on the Join etails, unless noted otherwise. kefer to ALPINE II not be re ponsiple for any deviation from this drawl anV failure to build the inst llabon bradrq of trussesA on this dirSg or overIq, and Seal pag f en meennA re ponslbiliN solely roe ``h I desfan shown. he suffa ility ibIIW1. the wilding Desigrter per ANS P1 1 c.2. 2400 eke Orange Or. Suite t50 ALPINE www.slpndtw Com. TPI w IDinsl oto, SSCA www sbondustry.Com. ICC' www Icrsale ora Orlando FL, 32837 Job Number: 19793 IPh,. 1 FROM. 561663 / T34 SY42 Cost: 8408 18 0839 4180JRef: IW9UO80024 7497 - A /7497 - A -DAVID WEEKLY ORF DrwNo: Truss Label: F10 I I KM / WHK 03/14/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 5500 NCBCLL: 10 00 Soft: 2.00 Load Duration: 100 Spacing- 24.0' T T Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA N 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 02 SP #1 Dense 12 02 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 F3+— 1.8..1U F3i TYP) 1112X4[1] =4XX4 1112X4[4] E 3X6 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 1) W2X4 S 2.50 [ 4) W2X4 S 2.50 Hangers I Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up 3'11'A 9'4" Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection In ioc Uden U# Loc R / U / Rw / Rh / RL Pf: NA Ce. NA VERT(LL): 0.009 B 999 360 E 631 /- Lu: NA Cs: NA VERT(TL): 0.015 B 999 240 D 727 /. Snow Duration. NA HORZ(LL): 0.002 D - E Min Brg Width Req = 1.5 HORZ(TL): 0.003 D D Min Brg Width Req = - Code I Misc Criteria Creep Factor. 2.0 Bearing E is a rigid surface Bldg Code- FBC 2017 RES Max TC CSI: 0 421 Bearing E requires a seat plate TPI Std: 2014 Max BC CSI: 0 246 W 7.3 Rep Factors Used: Yes Max Web CSI: 0.184 Members not listed have fomes less than 375# Rep Factors 0) Maximum Bot Chord Forces Per Ply (Ibs) FT/ Chords Tens.Comp. Plate Type(s). WAVE VIEW Ver. 17.02.01A.1114.21 E - D 664 0 too \, AGE $F • .1 r - o. 708 1 os SAT O :Q mow C0AA,,WW, N AS. It 03/14/2018 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. A - E 184 -375 B - D 0 -730 E -B 0 -751 C -D 0 -562 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqq Ire extreme care in fapricating h ndlin9 shipping installing and bracing. Refer to nd follow the latest edition of SCSI (Buildininent45ftyInformation, byv TPI an0 S CA) f$r salety pracItces prior to performing these tuncbons. Installers shall provide terhporar 9 I per B L Unless noted olherwise.top chord shall h$ve proper)Y attached structural shgathing and bott2in Chord pall hav@ profly d n id ceilingLocations shownor Dermanent lateral restraint of webs shall have bracing installed per 6C5Is ections B3. Bpi or 610. iicable AQQpiy Dlates to each face of tniss and position as shown above and on the JoinCDetalIs. unless noted otherwise. Refer to A LPI N Es16oP -Z"(or standard plate positions. a division of ITW By1ildingComponents Group Inc., shall not be re;ponsible for any deviation from this drpwi ny failure to build the min'o „ sgnf rmance with ANI 11, or or handling, sfniippinq, instillation and bracing of,trussesA seal on this dr i g or cover pa 2400 Lake Orange OrthisrawinindicattesacceptanceofpproessionaennBringreponsibllittyvsolelyforthedes) n shown. The suiWW ility se o this rawing for any structure is [he responsibilit ofpthe building Desigrfer per ANSI/TPI 1 Sgec.2. Suite 150 Information see this ious aeneral notes Dalte and these web sites ALPINE, www.al ineitw cpm. TPI: www lipenst ont. SSCA www.sbcindustry com. ICC www iccsele org Orlando FL. 32837 ef- IW 749 NuAmber: 19793 Oty. 1 I FROM- 1658 / T8 / SY42 I Dr o RWHKt8.1 03/163/ 201080024 Truss Label: F10A 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 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA 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 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. Truss must be installed as shown with top chord up. 1'5' 3'11'4 1' 578 2'5'12 1'2'8 --1 E3 i 178 9•4 II ,I I 11 4, II i 3'114 Snow Criteria (Pg.Pf in PSF) Def /CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 Lu: NA Cs: NA VERT(TL): 0.000 B 999 240 Snow Duration. NA HORZ(LL): -0.000 B - HORZ(TL): 0.000 B Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.108 TPI Std: 2014 Max BC CSI: 0.022 Rep Factors Used: Yes Max Web CSI: 0.011 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver 17.02.01A.1114.21 WARNING" READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL a division of any H - i :•' ': SSC •:. • o. 708 1 o s SAT O ; Q 03/14/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W H 58 /- /- /- /- /7.3 H• 108 /- /- /- /- /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# INCLUDING THE INSTALLERS getheBuctisnstlestshralol nvtlteSrSg1poarrnmithes(nonInstaller yg uclural shgathm9g and bott2m GNord fQall have a pro eriy have bracmgg installed per BC51 sections B3, 87 or B10, on the Join Details, unless noted otherwise Refer to Prany deviation from this d7wina an failure to build themgofWssesAgalonthlgdrawIgorcoverp;, ns Ility_solely- the Qesrgn Ihown. The su iliy ALPINENE mITW O .r r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job 93 08 JRef* 74971 A 17497 , A7 DAVID WEEKLY I Oty: 6 I FROM- 561659 / T8 SY42 I KDM No 4073.18.0839.43660 024 Truss Label: FII Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std. NA TCDL• 1000 Speed: NA mph SCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 5500 Mean Height: NA it NCBCLL: 10 00 TCDL: NA psi Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24 0C&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 02 SP #3 Hangers I Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Negative reaction(s) of -221# MAX from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. IMPORTANT” FURNISH rt Pl 1, or ror n acceptance any structure f3 i 2,1.8 -„i 1,0„8 --i r o• r v IFAA II F III I X3 i 2'8'8 -} 11.8 --1 i 3,8„ ffFAWdi I I 14311 Snow Criteria (129.121 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.005 C 999 360 G 50 /221 / - / - / - /_ Lu: NA Cs: NA VERT(TL): 0.021 C 999 240 F 920 / - / - / • / - /8.0 Snow Duration: NA HORZ(LL): 0.003 C - - G Min Brg Width Req = - HORZ(TL): 0.007 C F Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearing F is a ngid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.355 Bearing F requires a seat plate. TPI Std: 2014 Max BC CSI- 0 063 Rep Factors Used. Yes Max Web CSI: 0.118 Members not listed have forces less than 375# Rep Factors 0) Maximum Top Chord Forces Per Ply (Ibs) FT/ Plate Type(sY Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17.02.01A.1114.21 A - B 432 0 B - C 432 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -F 0 -496 F -C 0 -622 o. 708 1 o SAT O : Q COA c ONAI a l 03/14/2018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping installing and brat n Refer to nd follow the laiest editqn of SCSI Building Practices prior to perro rrling these unctions. Installers shall rovlde to poranl h ve proper xy attached structural sheathing9 and bo t2rr Nord mall h vQ proQe yralrestraintOfwebsshallhavebracinpgeslatledper291sectionsB3. B7 or 810. tion as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E shall not be responsible for any deviation from this drawingg anY failure to build the ,,,Irwc yw„ Dping, Instaallation and bracinngq gf,trussesA Beat on thr¢ dr8wing or cover pa 2400 Lake Orange DronalninBringregponsibilisolelyrorthedesrnhown. The suitability onsibilit oi the Building DesigrSer per ANSI/TPI 1 c.Z. Suite 150 es' ALPINE* www al neitw tom. TPI www 1 insl o . SSCA: www sbandus tom. ICC wwwiccsafeorg Orlando FL. 32837 Job Number: 19793 I Ply: 1 I SEON 561660 / T9 SY42 I Cush R408 JRef: 1 W984080024 7497 - A /7497 - A -DAVID WEEKLY Oty 1 FROM RF DrwNo. 073.18 0839 46230 Truss Label: F11A KM / WHK 03/14/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL. 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing: 24.0 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height NA it TCDL• NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a• NA it Loc. from endwall: NA I• NA GCpr NA Wind Duration. NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur Fac =1.00) TC: From 575 pit at 0.00 to 575 pit at 3.54 BC, From 10 pit at 0.00 to 10 pif at 3.54 Plating Notes All plates are 2X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing Truss must be installed as shown with top chord up. WARNING" IMPORTANT** FURNISH rs-e X 271121 3 10'4 1.4.4 1.2.8 11.12 -( ia-,Mil 113X4 mIX3 PF I r— 2 8.8 j 11-8--1 3.8' -{ Snow Criteria (Pg.Pf in PSF) Pg - NA Ct: NA CAT. NF Pf: NA Ce- NA Lu. NA Cs, NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT.0(0y0(0) Plate Type(s): WAVE Def11CSl Criteria PP Deflection in loc L/defl L/# VERT(LL): 0 048 D 272 360 VERT(TL): 0152 D 131 240 HORZ(LL): 0.053 D - - HORZ(TL)• 0 109 D Creep Factor 2.0 Max TC CSI: 0.985 Max BC CSI: 0.819 Max Web CSI: 0.209 VIEW Ver. 17.02.01A 1114.21 a t SAT O Q COA>YIA s OVAL 1 03/14/2018 A Maximum Reactions (Ibs), or •=PLF Loc R /U /Rw /Rh /RL /W 1' 405 /- /- /- /- /245 G 1246 /- /- /- /- /8.0 1 Min Big Width Req = - G Min Brg Width Req = 1 5 Bearings I d G are a ngid surface. Bearings I & G require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-1 0 -472 C -G 0 -913 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. B - H 0 -487 1LL CONTRACTORS INCLUDING THE INSTALLERS in%alling.and brat np. Refer to and follow the latest edition of BCSI Bwldinactices ypnor to perf'o Q mg these functtiions Instaailers shall Drovide to porar strorapnt 6fWebs shall haveblracenggins7aaled pen 6Clhsredctiohns BvB poro4e_y as shown above and on the JoinTDetails, unless noted otherwise. kefer too a division of ITW Buildmgccomponents Group Inc. shall not be responsible for any deviation from this drdwin9,an failure to build the in conformance with ANSI 1, or for handlmq shippm , nst(311abgn and bracing of irussesA Seat on this drawiXg or over pagge g this drawin indicates acceptance of proTessiona en mgenng responslbilit solely for the design shown. he suiTabrlity use of this )awing for any structure is pe responsibilit of the Building Desigrfer per ANSIITPI 1 Sec.2. ALPINENE wmvmrna 2#00 Lake Orange Dr. Suite 150 Orlando FL. 32837 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Gro 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt - L00 12rh 100 mOh wind steed. 30' Mean Heleht. Partially Enclosed. Exoesure D. Kzt a 1110 S 2x4 Brace Gable VertlCat Spacing Specles Grade No Braces 1) 1x4 'L' Brace (1) 2x4 'L' Brace (2) 2x4 'L' Brace (1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 0) J d Li Q CU SPF HF NI / N2 4' 1' 6' ll' 7' 2' 8' 2' 8' 6' 9. 9' 10' 2' 12' 10' l3' 4' 14' 0' 14' 0- SPF N3 3' 10' 6' 2' 6' 7' 8' t' 8' 5' 9.8' IG' 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' l' 8' 5' 9. 8' 10' 0' 12' e' 13' 2' 14' 0' l4' 0' Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' It, 0' tl' 10' 14' 0' 14' 0' SP D F L NI 4' 2' 7' 0' 7' 3' 1 8' 3' 8' 7' 1 9. 10' 10' 3' 1 13' 0' 13' 6' 14' 0' 1 14' 0' N2 4. 1' 6' it, 7' 2' e' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13. 4' 14' 0' 14' 0' N3 4' 0' 5' 7' 5' ll' 7' 5' 7' 11' 9' e' 10' 1' Il' 7' 12. 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' ll' 7' 5' 7' Il' 9. 8' 10, 1' Il' 7' l2' 5' 14' 0' 14' 0' Standard 3' 9' 4' ll' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' ll' 0' 13' 11' 14' 0'- U 01 U 0 D SPF 1 I Ffl NI / N2 4' 8' 7' Ill 8' 3' 9' 4' 9' 9' it, 2' Il' 7' 14' 0' 14' 0' 14' 0' 14' 0' N3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' Il' 6' 14' 0' 14' 0' 14' 0' l4' 0' Stud 4' 5' 7' 6' it, 0' ll' 6' 14' 0' 14' 0' 4' ' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 1 ll' 0' It' 6' 1 13' 6' 14' 0' 14' 01 1 14' 0' S P DFL N1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' ll' 3' It, 9' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 8' 7' Il' 8' 3' 9' 4' 9' 9' Il' 2' 11' 7' 14' 0' 14' 0' l4' 0' 14' 0' N3 4' 7' 6' 10' 7' 3' 9' 1' 9' e' It, 1' ll' 6' 14' 0' 14' 0' l4' 0' 14' 0' Stud 4' 7' 6' 10• 7' 3' 9' 1' 9' 8' it, 1' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' it, 6' 12' 7' 13' 15' 14' 0' 14' 0' d X d c U O SPF LJ Ffl NI / N2 5' 2' e' 9' 1 9' t' 10' 4' 10' 9' it, 2' 12' 9' 14' 0' l4' 0' 14' 0' 14' 0' 43 4. 10' 8' 7' 8' ll' 1 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' l0' 8' 7' 8' It, 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' l0' 7' 5' 7' ll' 9' Il' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' P DFLStud N1 5' 4' 8' 10' 9' 2' 10' 5' 10' l0' 12' 5' 12' ll' 14' 0' 14' 0' 14' 0' 14' 0' N2 5' 2' 8' 9' 9' t' 10' 4' 10 9' 12' 3' 12' 9' 14' 0' l4' 0' 14' 0' 14' 0' 43 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' e' 14' 0' 14' 0' 14' 0' 14' 0' 5' 0 ' 7 ' 10' 8' 4' 10' 31 10' e' 12' 2' 12' e' 14' 0' 14' 0' 14' 0' 14' 0' 16' nda4' 10' Il' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' Stard 14' 0' Me Truss Diagonal brace option, vertical length nay be doubled when dboonal brats is used Convect diagonal brace for 525• at each and, Max Nab total length Is 14'. Vertical length shown In table above. 45• Cap eet at Gr [u e_T rail 13,23 R—poll Orn. Suri 200 Maryland H.ehm, MO 63043 About I L BILI 1 ph6 lit •2 or I better diagonal T brawl shtple 8, or doubts cut as shown) at L 1 upper and weVAR100 RUO an F11110V ALL MU am TM 1RAV= 002GURTAMm Full 1 TM DRAVDr To All —I—I— Onl®e TIE Testees raaVre wxtrenw Car. h /abrb.tlho hu bo slbobw. Mttio&UOk wd ionadsowIain, .ilia, of east Qwwkw twowwnt tahty n. Tn w pew. a dyblah of m &AdkV asnpwwnts Ise, athW rot M rsapwhalb far a q derbq draeh% wry fob" to bbd t1w tnow h apes/or Wise doh Nm/n'1 L or for IwphYly rEe sw ew a papaOft 0-va.t 10 rrmyer 11 16 Mr +.who hd=US .mI - Of vw.akhd vp N pwbe.^tYw tY Ilk% hhN"( yA VhfSeri `° for more hformotbn ase tris jobs ahwrol notes poor ons twee aft cites' S I Bracing Group Specles and Grades, Group Al e-Pbw-Flr Ibm-FIr 1 / •2Standard • stud 03 Stud 03 IStandard Dountas Ft arch Southern Pinatas 3 •3 Stud StudFESIAstandard Group BI Hen -Fir 01 L r 1 as Fir-Lorch Southern ftwese 1 •1 2 •2 71 1x4 prates shall be SRS (Stress -Rated Board). ssFor 1x4 So. Phe use arty Industrial 53 or Industrial 45 stress -Rated Boards. Group a values na be used with these des. ucliote truss 1)etQlt Notes, Wind Lead deflection criterion Is L/240. Provide uplift connecUm for 100 plf over contbluma bwarNg (5 psf TC Dead Load). Gable end supports load from 4. 0' arttookers with 2' 0' overhmo or 12' plywood overhonp Attach 1' braces with 10d (OJ28'x3A' PW nags IN For (1) 'L' brace, space nags at 2' oc. in l8' end zones and 4' ox. between zones. K*Fcr GD •L' braces space naps at 3' oe- In lo' and zones and 6' oc. between zones L' bracing must be a nlnbaw of BOX of web Iwmbwr length. Gable Vertical Plate Sizes Vertical Le ih No ice Less than 4. 0' 2X4 Greater VAn 4. 0', but 3X4 less than ll' 6' Crater than 11' 6' 4X4 Refer to conian truss design for Peck, splice, and heck plates Refer to the bAdbhg DwWWwr for conditions not addressed by this detail. REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 TOT. LD. 60 PSF SPACING 24.0' Commentary: Camber May be bullt Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages) Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' In roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Caliber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber Is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Tvoe/ Live Deflection Limits Total LoadLoad Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss TyQe Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses The following tables are provided as guidelines for Note, Thelimitingdeflectionandestimatingcamber. Conditions or thcodesmayexistthatrequireexceedingthese recommendations, or past experience may warrant using\ more stringent (Imitations. S1 GOVUBWO• W" on IMAM ALL Iola W no =AV= Wr=Mnr IAMW DO p WVW TO ALL MMMCMW *CAM= TK OWILLM Tr.ewr. reit ..tram oary ti iJrkatt0 Iwvlft w bi team th etwet .dltdn or Ica Wdbv ta pvwM ilrhtl awtbrt.f m ryw ra pr cttaw mer to pe/vaio own IvrWra 61r Wo OM m'aaW W1r and ; IYwWwvs roM otMnbe, top awV .ha Rev. m.rAy .emdrd st civil aw w I" h•r . pravr Y .ttiC1N a pYV landau dan Iv Mr..tih #elan( r..fMtleah.a MtaaN pwr I ..twee n A : as o AcOrr ol.a. a O w trw W w aloe# .Rete w an th .bwt arta B. rot.d ethr.Ya. d 0 Rale t. 41% WkfA Z for .tanderd pea podtda Ak*W, a dl.Yw M flV Copv nb fiow Lc. ~ mt a rwpanAb Ian arq. dr#b AN RWCOMMNY tW MAO vry IYw to Wi thr tro. Yl er"Ore..IM AWSVT 1 4 ar for lwrrp. rlltallatkn Ob W%drq N tsr.we. n weak al Ort 46,06 fv W owe arY1p go +.+0 wbao Mel ume of . ovv a_ma o.rN 12727 R"'Pon Om. / ee _ wry ri Yw Y Ih. r a Il7 . o EdW pr ANSWITA I >ML +'• Yea 2110 .r w Meryl" Fepnb. MO 63042 ie nee Marwetdn we 06 )We aenarel wtre pop w t11re. aew wl(ri ALFM aarwlp wt9vc ll T p ~pkarWrW S A ••• 7,wW WO .wlxw/asp Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load 0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) NALE may be considerably less than REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 IT Reinfol hemi Ga Tr Gable Detail For Let -in Verticats Goble Truss Plate Sizes pproprlate Alpine gable detal for e sizes for vertk:al studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web e, 2X4 2X4 2X8 rravooe cannwcsx+r6 rar upurs spwcn,wa on sae wngw.ewrwo s-uss aes,gn, Attach each 'T' reinforcing member with End Driven Nolss tOd Common (06148'x 3,',min) Nals at 4' O.C. plus 4) nals In the top and bottom chords. Toenaled Nails 10d Common (0.148'x3' W0 Toenails at 4' ac. plus 4) toenails In the top and bottom chords. This detail to be used with the approprlate Alpine gable detail for ASCE wind lood. ASCE 7-05 Gable Detal Drawings A13015051014, A12015051014, A11015051014, AIOOt5051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detal Drawings A11515ENC101014, A12015ENC101014, A140t5ENC101014, A16015ENC101014, A18015ENCt01014, A20015ENC101014, A20015ENDI01014, A20015PED101014, A11530ENC101014, A1203DENCIM014, A14030ENCI01014, A16030ENC101014, A18030ENCI01014, A20030ENC101014, A20030END101014, A20030PE9101014 S11515ENCI00815, S12015ENCIOD815, S14015ENC10081 tlISCNCtg S16015ENC100815, S20015ENC100815, S20015EMD1 1 f { S11530ENC100815, S12030ENC100815, S1403OE 1 1 S1803DENC100815, S20030ENC100815, 52003 I See appropriate Alpine gable detail for na \_ • ApI`ced vZoin T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nal - or - End -roll VN To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maxlnun allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must notch size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Reinf. 'T' Mbr. Size Increase 2x4 30 X Example- 2x6 1 20 X ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height - 30 ft, Kzt = 1.00 Gable Vertical w 24'o.c. SP N3 T' Reinforcing Member Size - 2x4 T• Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' NOvMsma w Mm nuav ALL I1011C1 a TM oaysa REF LET -IN VERTmartMrtaIlfllmlTMSaavncToALLolnaclosoCUAMMTMEoar * 1 Tram reo*w extnrw cure In PobrtCatela, haMlro wh ee,M4ue p •rdbrw Re to enf. ' C foaoe the lases «emm of Ktl OVA oe,paw,K fafety L.fa+wtlw, y Tpt WWI11fw1 nor fety - DATE 10/01/14 pFtr1.°t" ` Wwcifts`op shall Pave' taidwwd wwcture'.°"°Z'`M S T F DRWG GBLLETIN1014Iwohaw • prapwty etteelwd rlyd ueUe e lnoafb.w ehoen for perms is . lateral ra.traht w • r• sMa haw br.dp ewtau.d per KSI wcebw 1a, 17 or 114, aw eppbo. App1r plates to •a l @' IA&tNg or iru.. and posltbn as wloan .bow w an the latit amlw wiw road ovwraW. 'eeei % .• '!9 Refer to &G IW -Z for .tendoN plate OsdlMa A •••...... a••• Mpew, a +•bam or m 1uildIa b x vi h A a TPI L adble for + ,J ( OIVgI .\ t7 MAX. TOT. LD. 60 PSFANfI1NCINMNYthl. ftibn r any f of to ssem a b.sw Y. ow,rawnw emh MISVTVI L ar Ian N whbpbo y \` twiaeaibn a brseYlp of from, m thr 4bwft or c pepr Baa th>. 4r...o emates .cwpi of pofee brwl IpplI DUR. FAC. ANY sWe Rme,pom Ome ' r'e ti Yev Oee r paper.= I TlecZ + V sum zoo OA pWf d$/2018 Maryland Neghu.M063043 w_rsiwvaa m0W EDm,em MAX. SPACING 24.0' NOTEM Details 1 2) 10d COMMON (0148'x3.0') OR BOX/GIRT (0128'x3A') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -0N BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) 10d COMM (0.148'x3.') NAILS OR (4)10d Box/GIRL (0128•x3.0•) NAILS. STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 41 0• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE. IN LIEU (IF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO OWEBV/ (3) lOd COMMON 0148'x3') N BGVGUNS oR 4) 10d 3.0AILS O It ROIGBACX BRIDGING N R R MENToWened o 2aIra(AtadwdA udo2a •t ••3o All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). Ar H• TTAQI TOZ15) l 10 F ••• '. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES wv*MMM w 40 FMJM 0" BMs a n= uavm ; 0. L PSF602V=*J = MI n= OWN= TO AML m11MCTM =1— ng OQMAJM • REF STRONGBACK DATE 10/01/14Tr%mm rp/• •tno" ewe w htrt•tap, h+ro.Y"aLLY" w M • r•o•• w M•t••t .rte or MMMT wOV Caowwd Ti• , a1lon"tYr1 b m W • ; . C DL PSF wp m rA.au.r. a"u a DRWG STRBRIBRIO14oaraamw dw . BC DL PSFtapeNa,d rAo et by arooa+r •tt— 1 • h•. • •ti•dW T A &OA& We Y.. hu Sm We pwva ettiA" 11% n m.u wa'. to i. • .7 iEiF , .- - w m w xw• Ort" ...:e.a o w... c BC LL PSF tin /C t;c AN IiWCDA/MJi7 We to ti Mw-z ror ea a q.ar voama AMyh•. • *Adw or (tv osoaw a Im •he A"t r r••oa OWN ror•q .TOT. LD. PSFaiM.Lq, WW hWv to bww w tr In •IM M4VM L •r for hnt••Ay, BYO. 0•0•...•.•• a.awuw • 6r 6 O of tr & A ••d on flit We" or oo••r a" *6 *%*w •.blas •eegalxa or /o1••bW a 'Pa Mhrv. ro`` :,w"'°" a% emp ur""+ v o'". w:or''«'"'mn..l iaKs ''.ro wS M DUR. FAC. 1.00 swe Ma" 200 M•ry4n0 H.qM•. MO •JOq or $we Man"tbn ••• tAY pY• e.n•r•1 roa• M/ the ••1 WP ALFM „N, ,O011, np , ,,, w , 9 ISPACING IY i W J 0 W Q 01 H C Q ++ N 0 W N C ry—_ F- 0 W c F- 4) L_ Z 0- Q N O c U o U Q F - Q + c 0 3 V Z_ T Q W WL Z 0 Z QT W 00 Z Q F- 0 0 a +' J 0) W Q 0 T` N 'DY W C V 0 N F- Z3 F- W 0 Ln i Q a Q 2'11'8z< 1 c: v D ra I--4'4- 19'8, 1st FLOOR TRUSS LAYOUT BZ U ANT. 1 24' I'6. 1~5.4- I 12*8' 1 2nd FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6F7,- 6" HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS I HANGER TAKEOFF 9'-4" HEIGHT 12) THA422 20'-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 lO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1993 *DESIGN RESPONSIBILITIES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS N07 THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER. OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE 'GUIDE TD 0000 PRACTICE FOR HANDLING INSTALLING RESTRAINING Q BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' SCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS. THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD/ORMOND BEACH/MASCOTTE DAVID WEEKLEY HOMES JOB NAME 7497 — A LOT/BLK/SUBDIV LOT 31 REAGAN POINTE SCALE DATE DRAWN BY JOB NUMBER 3-13-18 CRH 119793 w RECORD COPY City of Sanford Building and Fire Prevention Product Approval Spec Permit # # 1 R Project Location Address SANE OFto Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging PGT SH -200 FL 251-1129 Sliding Therma Tru Classic Craft FL 15225-114 Sectional Amarr Summit OS1000 FL 5302-118 Roll U Automatic Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL 14998- R3 Casement Double Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL 19715.1 R4 Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL 14918.4 R5 June 2014 w Awning Pass Through Projected Mullions Silver Line by Anderson FL 6067 R7 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber -cement lap siding FL 13192.2 R5 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL 13265.1 R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles FL 10124-R20 Underlayments Interwrap, Inc. Rhino Roof FL 15216-113 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating June 2014 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI -26 Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL 158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products June 2014 Applicant's Signature Applicant's Name \ W1 Please Print) June 2014 MILLENNIUM METALS, INC. 10200 Eastport Road Jacksonville, FI 32218 877-358-7663 Off Ridge Vent Installation (with or . ' e 0o 1 , A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. 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 the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that arc to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be''/:' thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1.1 Off Ridge Vent Installation Chart Leneth Net Free Area (sa in) Cut Out Size 4' 115 46" x 2-1/2- 6' 1/2" 6' 175 70" x 2-112- 8' 235 94-x 2-1/2- 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent I ) If using detachable baffle. attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1.1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent. Vail must be ASTH F1667 compliant in accordance wir/r Florida Building Code Section IS. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Ahlmilltlm available will detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 auee(.0179 min) ASTM A-755 Ptd Stccl Commercial Steel Type B Ptd Aluminum .025 min) ASTM B-209 Aluminum 4 only mnbble +ilh J orheble baffle lw to ylerub Pr.& 1.1pyro,+ l Page 1 uaa9 Axis 03AW 0 1J313S 31A D) SNOIOJ 319` I lVAV YN1 3 3 1 JJ v1 - ft Nrlwni nw e1Y1:2C. 3w 7CKv1e Ilan .00tl 32I0 VOJ MAO 11d1Cu) OWIOINO 3-J_h'0 3::'C ..S 'dW: N: 'A1142dJ d uo 3-0013e.Mf ' I1vT UJUJdoJ IIJ4J AC d01 HC _N%' Mfdld U30hil n:. i.MV IHarF1 0> T wtu ..t 101:071 ANYB3 :•NIU .aI: I L'. tlJ11111 :Hi dll iil9NIM? 'lll1:N: or11 -• ter, `\ `;: =. 71 low '-! T.7 d0 d:l n c rr-nr MIA v hJA.rJ UN-_UUtl cKi •icc. f00 11 I?N :lJil•OTI•L•1 1""6 00. -r..-KV i 7:: 1 'T1)lKSYA/ NN LlAL^.0 OC:Ci ONJ s di w W[IINN3llIW CSUCK EncglnPefincq Spemc1c9#,W Structural Englnppring CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI Off Ridge Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.2 R1 Florida Building Code 6th Edition (2017) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-VPB-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1— 7 MMI Off Ridge Vent Attached Permanent Baffle Steel or Aluminum Facsimile of digital copy signed by James L. Buckner. P.E. Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15.23. Q..•' CENS.c. ti, pi No 31242 0 * _ STATE OF r/ 111111I`\- CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10 -05'00' Phone: (561) 491-9927 • Email: cbuck@cbuc'<inc.net • Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 CSUCK E=ngineering Specfaiftj Structural Englneertnq Manufacturer: Millennium Metals, Inc. FL #: FL 19567.2 RI Date: 12/15/17 Report No.: 17-196-MMI-VPB-ER6 Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Product Name: MMI Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System MMI Off Ridge Vent with Attached Permanent Baffle Description: Steel or aluminum off ridge vent & attached permanent baffle for shingle roofs mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Off Ridge Vent 2. Permanent Baffle 3. Fasteners 4. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL #: FL 19567.2 R1 Date: 12/15/17 Report No.: 17-196-MMI-VPB-ER6 Page 3 of 7 Specialty Strt cturdl Ef' ginePrIng CBUCK, Inc. Certificate of Authorization !18064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 19567.2 R1 Date: 12/15/17 C81 CK EnQ1neering Report No.: 17-196-MMI-VPB-ER6CSUCK I Page 4 of 7 SpPcldlry Structural Englneerinq CBUCK, Inc. Certificate of Authorization 118064 Structural Ridge Vent: MMI Off Ridge Vent Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 ASTM 8209 Nominal Dimensions: Flange Width: Width: 24" Height: 4-1/2" Lengths: 2', 4', 6', 8' and 10' Baffle: Permanent Model Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3-1/4" Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (X length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 CBUCK Engineering FL #: FL 19567.2 R1 Date: 12/15/17 Report No.: 17-196-MMI-VPB-ER6 Page 5 of 7 Spe cfdittj Structural r=nQIr1PPr1nQ • CBUCK, Inc. Certificate of Authorization #8064 Alternate Fastener: Purpose: Type: Size: Penetration Through: Edge Distance: Corrosion Resistance: Standard: Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 (x length to meet min. penetration through deck) 3/16" min. through wood deck 1-1/2" min. from edge of deck Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 818.6.4 Installation: Structural Installation Method: Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. Insert baffle flange flush beneath the vent front flange. Simultaneously attach vent front flange and baffle flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Attach vent back flange and side flanges to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL It: FL 19567.2 R1 Date: 12/15/17 CSUCK EngineerlIr Q Report No.: 17-196-MMI-VPB-ER6 Page 6 of 7 SQpcfalty Structural EnQlneQrtnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Profile Drawings 18" Vent Side View Not To Scale) MVD Off Rdge vent Steel or Aluminum) Typical Fastener(s) 11 Gauge Fang Slunk Roofing Nail OR 10 rrin. Wood Screws / Penranerlt Baffle — Steel orAlurinum) Lour -1cr-e Frcrt; Pen-ranent Baffle — Steel orAlurrinum) 12" 3" Typical Fastener(s) 11 Cauge Fang Shank R Ddrxj Nail CR 10 r in. V\bod Sams Typical Cross Section View (Not To Scale) 2-314" Baffle Side View Not To Scale) Barer 61cFe Rywvod Deck Off Ridge Vent A orAlurrinum) P YAK)od Deck Typical Fastener(s) 11 Gauge Rang Shank Roofing Nail OR 10 rrin. Wood Screws FL #: FL 19567.2 R1 Date: 12/15/17 CHUCK Entgilne(PrIng Report No.: 17-196-MMI-VPB-ER6 Page 7 of 7 Sptacialty Structural EnQlnL=L=rM CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 1 1/7 41/z. 8" o.c. Typical, Mvdmam Typical Fastener(s) 11 Gauge Feng Shank Roofing Nail OR 10 min. ftod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) 4 - Base Flange OG` g 9j Nominal Lengths del4FL 6 FL 8 FL e 10 Ft. / f J Penrenent Baine Attadied SirMareously with vent flange fasteners Typical Fasteners) 1Gauge Feng Shank Rodng Nail CR 24" ? - - #10 min. Mod Screw Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, FI 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation It will be necessary to determine how many and what type of vents will be needed for the project. 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 the ridge. Cut out sizes are located below in Tuble 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that Interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal It to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be YJ" 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 portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a mimmnum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Length Net Free Area (so in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" 10' 295 l 18" x 2-1/2" C. Fastening of the Off Ridge Vent I ) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-Ir2" from the comers of the vent. iYad must be .4ST:N F1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Alitnlonlnl available with delachahle buffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B S sauce (.01 79 min) ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 * blluminnm n Dolt aroilrrblt rtirh Jnurhnhlr baffle Jut fn Florida Pnrrlutr. l pp—W1. Page 1 MILLENNIUM METALS, INC. 10200EASTPORT ROAD JACKSONVILLE, FL 32218 904.358.8366 WATTS 1.877-358-7663 (ROOF) FAX 904-358.8285 INSTALL SHINGLES UP AND UNDER TO ROOF OPENING RING SHANK NAILS, 4" ROOF CEMENT APPLIED FLANGE AND ON TOP OF EACH EXPOSED NAIL. OPENING IN ROOF, SEE INSTALL GUIDE FOR SIZE AND LOCATION OFF RIDGE /ENT ROOFING CEMENT APPLIED UNDER & ON TOP OF ALL FLANGES TO COVER COMPLETELY DETACHABLE BAFFLE OPTION: SLIDE BAFFLE ONTO LOWER ROOF VENT FLANGE AND SECURE WITH 1-1/2" RING SHANK NAILS, 4" O.C. MILLENNIUM METALS INC. TOLL FREE: 1-677-358-7663 FAX: 904-358-8285 SUBJECT TO CHANGE WITHOUT NOTICE 11/14/13 PAGE 2 o Meets ASTM 04869 & 0226 Types 1 & II e Fiber grip slip -resistant walking surface o Enhanced UV - 60 days exposure e 25 x stronger than IS Ib felt e 6 squares more per roll compared to 15 Ib felt 17% more coverage per lap (42' width as compared to 36' for felt) Ease of installation - wider• lighter, more coverage per lap Synthetic construction inert to mold growth Lays flat and does not absorb water and wrinkle e No oil leaching - no hazardous material content Class A Fire - ASTM E 108 (as part of a system) e Contributes to LEEDe points e Texas Department of Insurance Advanced backside non -slip coating e Low temperature flexibility c t . 0. Intertek Intertek CAN/CSA All 23.3 CCRR-101 S SC FBC 01.15216« now TEST & STANDARD RHINOROOFe U20 ASTM /S LB FW ROLL SIZE: TYPICAL VALUE TYPICAL VALUE FMrr lMary AfTM CSM 00 ttime !Ferre W—TfMle _ASIM Wlrrr Ir— Fq Ica f..,pn ASTM 01Us hOD1.MLoICD2r1.n 160 Mo22bn Ito ICaeGbCA toTaIeleSaengdAAM0731MOlebhOUol/aAbOtly 1ASabQ4Sldl/bPbn32uy Gua We Vih AS.0/51 IlarntesVd 5lrR 2Ve CMgIw1ASTM0151 NOiotCbarl 03%CD^ V44 Pr Sa,eeASTM05b1 22511*1142ho 1121.0so NWr"TNdninAS1M01727 1Nr10.18rm4 211.b 4525-4 Tenperrhwarr" F.MI'F(4GV.115.0 r LENGTH PER ROLL: 286' 107 m WIDTH PER ROLL: 42' / 1.1 m WEIGHT PER ROLL: 23.5 On / 10.6 kg ROLL SIZE: 10 sq / 93 nhG ROLLS PER PALLET: 67 PALLET WEIGHT: 1,626 lbs / 736 kg TeM cru•e,radrn wrar Wnesu-11 P.0 --cad 0-M ea W—weed o.erpwwde Icahn. -a m.n..n'dY woe a "W'0 dM ed IIM 6-9 wixik .aa Mnnl ed Mnmmr wo ndgrMnr ro.e pr.M nee • V%. 10hnaaaitrAeevn4orednmde4 ArtiloW runded% r Ale.4wwrrul.rwrwwryeadmsMuwrwe.OmN wMwa udoewrrd Ma{Qe 2sN.,au InOsrVa"o1.K. ROCAgFmdacbOfvblen CMAesson. SC • VWtosu oc ec a Mission. BC a Monti 1, OC www.6nbNVrap comIlthiroRoof Toll Free•. $11111713 7663 I Tot 778 945 2888 E-mail: k+teOlhrotvrrapcom 111NSTKITVATIONTINSTRUC-TIONS 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: All protrusions from the deck area must be removed and ensure tho dock has no voids, damaged or unsupported areas. Dock surface should be free of debris. dry and moisture free. USE: RhinoRoof U20 must be covered by primary rooting within 60 days of application. U20 is designed for use under asphalt shingles, synthetic shingles. residential metal roofing and cedar shakes. APPLICATION: For slopes from 4:12 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 Bess than 4:12) applications it is recommended to overlap W% plus 1', for complete definition of low slope and guidelines consult authorities having jurisdiction. L120 product is rat recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For sane day coverage with primary roofing RhinoRoof U20 can be andared with corrosive resistant 3,1' head x 1' I" roofing nails (ring shank Preferred, smooth log acceptable). The use of every other anchoring location printed on the product is also acceptable. 00 NOT USE STAPLES: the use of staples to penetrate Rhinoltoof 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 0.4586 Type 1, or Federal Spec SS -153 Type 1 such as Karnak, Henry, OAP, MB, Geotel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EOPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof U20 product will be exposed longer then 24 fours and up to 60 days then product must be attached to the structural roof deck using a minimum 1' diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami -Dade approved ton togs or metal caps are also acceptable. and it is recommended for best performance to use with the tough 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 on 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. Say goodbye to traditional asphalt saturated felt paper - Break free from felt" with RhinoRooP U20 synthetic roofing undedaymentl RhinoRoof U20 is a highly engineered, mechanically attached, coated woven synthetic roofing underlayment for sloped roofs. RhinoRoofs 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; RhinoRoofs a light weight. 42' width and 286 h run length allows for fewer laps, arts, and easier roll handling compared to felt. This means you can do more jobs in less dtime, use leu labor, and inventory fewer rolls. Gone are the days of blow -offs and call backs! V RhinoRoof U20 is 25 times stronger than 15 Ib felt and therefore offers superior wind resistance and durability through heavy roof traffic and adverse ' • • • • weather conditions. Stay on track take on more jobs and sleep assured your U20 projects will remain intact and dried -in. RhinoRoof U20 will save you time and money with less material damage and fewer post -install repairs. Unlike traditional asphalt saturated felts, RhinoRoof U20 can be used in extremely low temperatures without becoming stiff and difficult to unroll. It also does not dry out, crack, or leach oils in the heat like felt. RhinoRoof U20 is 10D% synthetic and will not absorb water and wrinkle like felt. It lays flat and will remain 100% impervious to mold. RhinoRoof U20 can also be used in conjunction with RhinoRoof RSA or Titanium" 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 backed by a 20 year manufacturer's limited warranty. or Break free from felt, choose RhinoRoof U20 synthetic roofing weaving a better world" underlayment from InterWrap. EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503NTINITYIERD353CHRISTIANSTREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FLiS216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5t' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 tuttrnr,', d 1f :.::;ry+4. X03'••. 6 i7 re: 010 The lanlmllef3 J teal appearing was authorlaad by Robert Nieminen, 1,sa` P.E. ons/77/2013. Tho does not serve as an electronically skned document Stned, sealad hardcoplts haw been transmitted to the Product AppovalAdminbtrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. VT--R'INITY I 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: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating 1507.2.3, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, 0 f 3 e5 Breaking Strength, Dimensional Stability No I Yes 3. REFERENCES: No inVIIE Examination Reference Date ITS(TST1509) Physical Properties 200539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 300539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. IJMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 Rhinoltoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 Rhinoltoof 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 II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certifrote of Authorirotion #9503 FLIS216-142 Revision 2: 04/27/2015 Page 2 of 3 TABLE.: ROCF.COVEROPnONS Underlayment Nall -On Tile Foam On Tile Metal Wood Shakes Slate or ogle g, Shingles Simulated Slate 0 f 3 e5 NO No I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 Rhinoltoof 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 II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certifrote of Authorirotion #9503 FLIS216-142 Revision 2: 04/27/2015 Page 2 of 3 UTRINITYIERD 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 RhinoRoof U20: 6.4.1 Fasteners: For exposure 124 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure:5 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 rap 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 Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) taps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product H. MANUFACTURING PLANTS: Contact the manufacturer or the named OA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA3673; (604) 520-3321 END OF EVALUATION REPORT . Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorlrotion 49503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 RhinoRoofI U20 Synthetic Roofing Underlayment 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 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. 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 1" 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. InterWrap• Roofing Products Divisiont.__ Charleston, SC • Vancouver, BC • Mission, SC • Montr6al, QC Web: www.InterWrap.com/roofing E-mail: info®interwrap.com "`llam w*wing.eauw w*e Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building, Code Online haps://floridabuildin&org(pr/pr_upp dtl.aspx?param;-w(;L-VXQwt... SCIS Home Log In , user Registration Hot Topics Submit Surcharge Stats &Facts Publi db.j Product Approval USER: Public User v -,O% Product AProval Ptenu > Product or Apalicption Search > ggg!ation 1±Lt > Application Detail FL # FL13265-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Pr( Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshar Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshar Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshat Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshar Category Panel Walls Subcategory Soffits 2/2712018 1:27 I'M 1 of3 Florida BuiIdinbCode Online haps://floridabuiIdin&org(pr/pr_app_dd.aspx?param=wGEVXQwI... Compliance Method Evaluation Report from a Florida Professional Engir Evaluation Report - H Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Certificate of Independence FL13265 R3 COI RIO - Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Equivalence of Product Standards Certified By Florida Licensed Professio FL13265 R3 E uiv RIO - Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL ## Model, Number or Name Description 13265.1 HardieSoffit Panels HardieSoffit Pat panels 2of3 2/27/2018 1:27 PM Florida Building Code Online https://foridabtiiIding orglpr/pr_app_dil.aspx?param=wGEVXQ%vt... Limits of Use Installation I1 Approved for use in HVHZ: Yes FL13265 R3 I Approved for use outside HVHZ: Yes I Frame.pdf Impact Resistant: N/A I FL13265 R3 I Design Pressure: N/A FL13255 R3 I Other: For use in HVHZ install in accordance with NOA I Verified By: Rc 17-0406.06 Created by Inc Evaluation Re FL13265 R3 1 FrameQdf I FL13265_R3 / Created by Inc i8-ck Next Contact Us :: 2601 Blair Stone Road. lallahassee FL 32399 !'hS The State of Florida is an WHO employer. Copyright 2007-2013 State of Florida.:: Privacy Stal Under Florida law, email addresses are public records. If you do not want your e-mail address relea: electronic mail to this entity. Instead, contact the office by phone or by traditional mad. if you have al Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455 they have one. The emads provided may be used for official communication with the fcensee. Howevo supply a personal address, please provide the Department with an email address which can be made av Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe 3 oF3 2/27/2018 1:27 PM Florida Product Approval Hardie5offit® Panel For use inside HVHZ: o HardleSofFit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardleSoffit product installation instructions on the follow pages for all other installation requirements. For .use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO -2684-17. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. H a rd'eS ff'}+"> Panels JamesHardie EFFECTIVE SEPTEMBER 2013 Wl liiS IAI I AI It7N RFiIUIRE,'!-N TS - PRIP ttk!? J:',((ji.ORPI ;;S' L)P13CUG I S veal •c::: •_:! µ::! .Cts'; for itte moat +eceni veislen. IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ107fA PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HAROIEZONE APPLIES STORAGE & HANDLING: Stora Ilat and keep dry and cm'arc`d prior to installaOn. Insta1mg siding wet Or saturated may result in shrinkage at butt fomes. Carry product on edge. Protect cd)es and cotrets rrorn breakage. James Home is not responsible for damage caused by impropor storage and handling of the product. ` r Q CUTTING Ol11DOOIIS I. Position cu!kq station Co that whnd wil Har dint avay ham LW ad othesinwai" area 2.11se one of die tx'er.%vnp methoct• a Best' i. Sine and snap i. Sheyc (nt=A akcim or pneuma(!:) 0. e40-, r oug roduanrr ViCuiar smv eouipDad wth a Hareeelade' saw blade and HEPAvacum eetW* r. Good t. 0ua rmto crwb smv x911 a Har(Waee car, b1a only um fa lav to mcd3M aAhng) 1: 11DOORS 1. cut a'+W tiring score anj snap, or shears fmarua. electric or pneumiuel. 2. Post•1on tlnhn9 swoon in well•vemlaled area rIEVER uce a power 53%v mdpors NUR tee a •ocular saw bbde Ota( doev not carry the Hale Dada szv blade tiaeemark rl WA dry weep - Use y:el suppi ession or HEPA Vb Cwvrn hW3% Prate' For maorarn protection Cion sa mWr,•hle dust prodad". James Hyde recd wends alia/s=q -BeC'-lett UK% methods TAOO IMble. NOSH•aww.W respams can be used in Conunp m x+th ;,boos cu6'ng patl!as!n hither reduw dw ensures AdJi+al e,poane rdmn m a asdatie at to hdp You digntire die moe l 3ppop40 W" RWM for ),Ar cab remaerr ft U01FE.er11 s91 exists abad e)pD= IN& or jVu do not con0i valh the above praCtres. yatr slvJd txa s con. -W a ti-jalred o0A0 hNerost or oxracl Jame"., H311e la f riter infol"I w. , GENERAL REQUIREMENTS: HardieSolfir panels may be installed over either steel or wood Iramtng complying with the local buildmo code. See general lastener requirements. Install scflils to nominal 2 x 4 framing members spaced a maximum of 24 inches on center (ftg. 4), All edges must be supported by framing. (figs. 3 & 4) Install water barriers and air banters as requaed by local building codes. James Hardie vrg assume no responsibility for moisture infiltration. Ensure gutters have end caps. Maintain a m!nimum 1" gap between end caps and siding & trim (fig - 5) Install kickout gashing at roof -wall junctions. (fig 6.) 00 NOT use stain, o.,Valkyd base cant, or po•.vder coating on James Hardie' Products. INSTALLATION: HardleSoNrt panels must be fastened to a solid. natlable substrate such as a rood 2x sublas73. it Addilmul framing may be needed to ensure proper fastening. Soffits can be installed as shown in figure 1. Position the vent holes Ivnard the outside of the eave for optimal airilow. 12' to 24" wide Vented HardieSolfit panels, provide 5.0 square inches of net Iree ventilation per lineal foot. Alternatively vents can be installed into non -vented solla. If necessary, an msect screen can be installed using construction adhesive. Note. net free ventilation will be reduced. Fastener Requirements Positron fasteners 3/8" from panel edges and no closer than 2" array from corners when using soffit greater than 12" wide (lig. 4) and no closer than 1" away frcm corners when using soffit that is less than or equal to 12" twde (fig. 3). Jointing Methods Install panels in moderate contact at ends. provide FVC or metal iditters, battens or leave appropitate gap and caulk (i9 2). Figure 2 Figure 3 hair.^ Ih^t'O 'r.• rreTiner Iramr.-y Wur.• n3 M!1* r nr, nbtr r. 1` 1\ e non .. •• all caJ6i For add•tioral information on HardeeWrapTM Weather Barrier, consull J less than or equal to 12" Wide Soffit Figure 1 i' vp v ro W!::e of nu:•a rvoYJl erre:^-5!rt r '• s::r: 3 L J, tr Iqm :dqe tA W! I Figure 4 Greater than 12" Wide Soffit rrlctp f lerrr: YTi' h:m e93e d z"• t H h WARNING: AVOID BREATHING SILICA DUST TO H.1de• W., accts wta.•n re.0;1ct99 U1':!a!irt sitar. 14rch is Qin:vn b Ir? SI3!a c' M.orri3 :0 ra•.;",%. tar_9 and -Z crm d2,L^d M IActZ ab IJGZH 10 ba a co -j- e :1 ,Inca !r:m SCr'e a:::.e3s3^ d 3Urte3 e:fa:hrq ex;mve 3m J, rA3 0' tr4saDtz s.4:) d•Jsl V Sura c use J 0:3aw'+g :ri p0!er!•.'W 1310 Icni O.S93r0 ORO and has r. -e -n I.,kri ,j4h rhet t?YJae: -- re swot, nr9_ 1 a.0a,n3 ^rr rnJiJSe dCcri r:'ks Pa^n9:n;a13l;un ;r Mruk t3 li) x9K rn ,Ll-vjrr a ws rAut ami * ver, -it. jil us,: LIC+ ceTO^I 5ns7r5'fi cutir•9 u. at •: r.U'._•. (xJ. USa 3 rILabssicca, rM mr... Immuy, CICJI'J sarr.Yt•J.rm in a KPA vxixo !3i w,,n o7"%at it-- vur.-I am arca r4) vow a nrrirfh••.tt=0 rte •mow:.^.9 I= Task M re uxcl is 3 n-95;,^ aver rtvnr xtr• zrfileaM'. gz- ent*aril rcgteJP^:s Y.y rr an:daGiL'rot rIt•J^'...C' rS 10 ftxft In:: re-4%aH! u;I H:Ptivac.urs it •.•F7 drx%,0frF'.h1z • re:dry - %'21 o Far tither n•. 3mar7n te! tr 10 t.'r Ie -2333W udri,0413 aro MJ1.rd Safely Data S" '. Pa9ad. at xynv.rJ'fe:yd'R•Ixrn V ty r&.rq r-8o;)_WjML:E I•-eC•D•942.7347. FA.UK TO AMFE TO OikS wAAw;,5 MMS. Ata nn" uam rrnnrx uay n can rn g;UritrS F.FSO!NL XU9y Oa DEAT+ _ SF1203-Pi/3 6! Maintain a minimum i" gap between gutter end caps and siding & trim. Figure 5 tidv g lasua f gutter and and wp FASTENER REQUIREMENTS y ry Figure 6 .f, KICKOUT FLASHING Because of the "rim of water that can pour down a sloped root. w a• one of the most critical flashing details occurs where a roof flashing. s m a/, r; ,;<: •' v'• intersects a srdswall. The roof must be flashed with step Where the root terminates. Install a kckout to deflect water away from the It is best to install a self -adhering membrane on theiradsiding. InSesesairbmdrowallbeforethesubfasciaandtrimboardsarenailed place. and then come back to Install the kickout. Figure 6, Kickout Flashing To prevent rater from dumping behind kickout" the siding and the end of the roof intersection. install a as required by IRC code 8905.2.8.3: "...flashing shall be a min. of 4" M c high and 4" vbde." James Hardie recommends the kickout be angled between 1001 - 110• to maximize water deflection For wood frame construction a minimum 4d common 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 20ga steel frame construction a minimum ho. 8.18 x 0.323" HD x i" long ribbed bugle screws spaced 6" o.c. at panel edges and intermediate framing members spared up to 24" on center are suitable ,n most locasarts"-. M:rnmum Basic Wind Speed differs by locality. Wnere specified levels of wind resistance are required, refer to applicable Building Col.e Compliance Reports. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened vith a pneumatic tool. Pneumatic fastening is highly recommended Sst air pressure so that the fastener is driven snug vrilh the surface of the s ding. A flush mount attachment on the pneumatic tool is recommended. This vrdl help control the depth the nail is driven. If setting the nail depth proves ddficttlt, choose a setting that under drives the nad. (give under driven nags snug with 3 smooth laced hammer - Does not apply fcr irtstallatien to steel framing). GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exh:bit premature corrosion. James Hardie recommends the use of quality. hol-dapped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Starless steel fasteners are recommended vrhen installing James Hardie"' products near the ocean, large bodes of water, or in very humid Ornales.• Consult applicable product evaluat:en or listing !or correct fasteners type ar-d placement to achieve specified design rand loads. NOTE- Published vind loads may not be apFlicatte to all areas where I-ccal Building Codes have specific jurisdiction. Consult James Hard e Technical Services if you are unsure o' applicable compliance docurr:entaron. Drive fasteners oerpert1 ular to sid;ng and tram:ng. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle It nail is countersunk fill hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank %%th a hatruner (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush ® A E Countersink, (` YaF11' FII &Add Nail do not under oo NOT Figure A Figure B drive nails STAPLE SF i 203-P213 6/13 CUT EDGE TREATMENT PAINTING Caulk, pant or prime 0 field cut edges. James Hard,e touch-up lots are reWred tD touch-up Color U products. I oONOTJameuse Hardien, oiValkyd Products. ase paiames nt, orpowproder coating must CAULKING be painted within 180 days for planed product and 90 days For best results use an Elastomeric Joint Sealant complying with ASTM 0920 Grade NS, Class 25 or for unprimed.100% acrylic topcoats ate recommended. higher or a Latex Joint Sealant complying %Mth ASTM C834. Caulkng/Sealard must be applied 1n Do not paint when wet. For application rates refer to paint accordance with the caulking/sealant manufacturer's whiten instructions. Note: OSI quad as well manufacturers siding es specifications. my dations. Back -rolling Is recommended as some other caulking manuiactuers DO NOT allow fooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken vihen handling and cutting James Hardie CoforPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust felt on the product. Nen rinse 0th a garden hose. Touch up nicks, scrapes and na:1 heads using the ColorPlus' Technology touch-up applicator. Touch-up should be used sparingly. It large areas require touch-up, replace the damaged area with new HardieSofbt• panel with ColorPlus Technology. Laminate sheet must be removed immediately alter installation of each course. Terminate non -factory cut edges into trim where pcss:ble. and caulk Color matched caulks are available from your ColoTPlus dealer. Treat all other non•faclory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus• product dealer. Note: James Hardie does not warrant the usage of third party touch -Up or paints used 3s tou:h-up on James Hardie Colorplus products. Problems with appearance or performance arising Irem use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up. %:If not be covered under the James Hardie ColorPius Limited Finish Warranty. PAINTING JAMES HARDIEn PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting c*rPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust. dart, or mildew Reptiming is normally not necessary 1 GO`.'• acrylic topcoats are recommended DO NOT use stain, o:Valkyd base paint, or powder coating on James Hardie- Products Apply finish coal in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when usng ColorPlus products, refer to the ColorPlus touch-up section RECo1:3TIC.1Rxe-eScrttpod cwjt r,vaaAVISC11E6of:o019+eWs09f.w-C?her.s?r)c;Xaregie+ry:'tsltM?."•i.'rn-a:.m:1&4:01gCOM105C.''m`4C4.11)onoIC5.t5C.IIe9."2 1 t•:T3:•G: M.:SW.1 CL03 Scrt.en 14Ud.1a a:+d 1dC 51G . a•1J t'+; 2i Uh.'U?'12 l'::raDJn R::I:r..bt (d,''a U't- J P.vrFsn7/ O:+b:kaS Tztl9 R/+13 JIr19YUy' x& U-11 Z ( r, U rectgn.7alfamkstl:r,•Idd:piJti1"3L,folFly.d•]F•odu.:ALtvfj41LlK65Uzi: Ca•-^yF10nJJ'+:AK11jyt3'+U/.US.C•e4-d"jiA•ttnzbF::?}'I:cJTE1ffiU?a3Jn:Ll t1ItCOr6?r'rt)71r:1 Ev w ;sn EC•23. CN :A `, n;: k YEA 173.13-t.1, and Ca:.o+raj USA FA -111,, Irea- W mt0s ?+aid b'S: G: to JW to :JZ: ful rlara"M wwr. j its W2,4'1 (IT.; isoh'd 1,1 ; ocw^c aro w' "> 0 7nt31mr.!51tric e d hrl F+c! :c l z. na narta •Fs rx. Additional Installation Information, °®0 1M. SM x-40dr'y4ua•4-M,:ASV If -VOW :^.00mVuu Warranties, and Wam'.ngs are avadatle at / JameSHardie 3:1•! 9 --do To hrevjI Lun 7J.::o a regst•,tsi ::ade+•+r u 1K^sF+zideTeWa1YNL1M.F6 lywijameshardie.com SILVER LINE WINDOWS AND DOORS SERIES 2723, 2724, 2728 GENERAL NOTES STRUCTURAL BEAM MULLION (IMPACT) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC, EXCLUDING HVHZ AND HAS BEEN EVALUATED Wl W2 L ACCORDING TO THE FOLLOWING: TAS 202.94 ASTM E330 4 4 4 4 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UaNSEO ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI.OAOE PERA. S MULLION & CLIP MATERIAL: ALUMINUM 6005 -TS & 6063-T6 (AS NOTED) 6 MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 7. SEE SHEETS 5 -IO FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES 8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. TYPICAL ELEVATIONS INSTRUCTIONS' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS. ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY.510E UNITS REQUIRE USE OF ONE-WAY MULLIONS ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS 4 VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6• 10. S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING Silver ONES"ENMEORK NONIN 0111NSWICR "109702 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I GENERAL NOTES & TYPICAL ELEVATIONS 2 MULLIONS CROSS SECTIONS 3 ANCHOR CLIP CONFIGURATIONS 4 VERTICAL SECTIONS 5 ANCHOR LOAD TABLES FOR 2723 ONE-WAY MULLION 6 ANCHOR LOAD TABLES FOR 2723 TWO-WAY W MULLION 7 ANCHOR LOAD TABLES FOR 2724 ONE-WAY a`/ MULLION 8 ANCHOR LOAD TABLES FOR 2724 TWO-WAY MULLION ANCHOR LOAD TABLES FOR 2729 NE -WAY 9 MULLION ANCHOR LOAD TABLES FOR 2728 TWO-WAY IB MULLION TYPICAL ELEVATIONS INSTRUCTIONS' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS. ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY.510E UNITS REQUIRE USE OF ONE-WAY MULLIONS ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS 4 VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6• 10. S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING Silver ONES"ENMEORK NONIN 0111NSWICR "109702 2 N O N = W2 L Wl 4 Z A B 4 4 TYPICAL ELEVATIONS INSTRUCTIONS' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS. ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY.510E UNITS REQUIRE USE OF ONE-WAY MULLIONS ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS 4 VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6• 10. S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 3 & 4. MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING Silver ONES"ENMEORK NONIN 0111NSWICR "109702 16TH FBC EDITION I AG 110/17 1 P.E a T T a ON' L Nl7eo F. Io101A t NDNIM C IIS 23174 11AON mKm K 241 c 1w/. w aw ar owwa a fW awc OF .vnoNTAna N. ISFn FL N. FL6067 DATE' 10.06.17 AG I HFN SCALE: NTS DWG «' SWD014 IOF 10 N O N = O I.i m a Z mI m W O Q W yajNFes. Z Q N a`/ f O. 16TH FBC EDITION I AG 110/17 1 P.E a T T a ON' L Nl7eo F. Io101A t NDNIM C IIS 23174 11AON mKm K 241 c 1w/. w aw ar owwa a fW awc OF .vnoNTAna N. ISFn FL N. FL6067 DATE' 10.06.17 AG I HFN SCALE: NTS DWG «' SWD014 IOF 10 in O SERIES 2723 TUBE MULLION 00'I 0.10" O oN0 Ln CA N I N N f^VI G O 2.00" SERIES 2724 TUBE MULLION NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. SERIES 2728 TUBE MULLION Silver Line bAndi en ED* ONNOUN BRUN$WKK. N10E9W aN ry> Q G aQARaF 0ae N Q v H I7 I: L LITIse.ima o f N i O CO R CO CC 3 m cx W W N i W 6 REMARKS BY GATE 6TH FBC EDITION I AG 10/11 41, "1 J• zz . 0 7 Noon F. corm ri Flom. VL IIF lam OUB 0"M OC 3 1B C OFF4 8401 Bl VO mOYM0401Fl3 FBU: OAT. OF Y nWWArM IY O374 Fl M: FL6067 GATE: 10.06.17 SCALE. NTS DWG -N. SWD014 2 OF 10 O N 5.50" MULLION ANCHOR BRACKET 2722 ALUMINUM (6063-T6) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING P N 7.68" MULLION ANCHOR BRACKET 50-2722 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING Silver Line bAlldlYSlY1 OR $KARLWt amt NORM MWNSWN.K. NO O"W COO 1Z 0QeaE v ¢ J: t 1733 p s m 1.4 J T a l/ n 16TH FBC EDITION I AG 110/17 1 Nnotm. i Normim autow CrAm INC cndw owu 3w 3301rRrm"mys Fl N: FL6067 DATE- 10 Of; 17 I SCALE: NTS DWG. #: twnnla 3 OF 10 O 7 TT per•., t Nnotm. i Normim autow CrAm INC cndw owu 3w 3301rRrm"mys Fl N: FL6067 DATE- 10 Of; 17 I SCALE: NTS DWG. #: twnnla 3 OF 10 EXTERIOR VERTICAL MULLION SUBSTRATE BY MIN EDGE DISTANCE q ANCHOR DETAIL S MULLION ANCHOR BRACKET 2722 ANCHOR SCHEDULE Zx SN yj SCREW o i EMBEDME EDGE SUBSTRATE INSTALLATION QTY PER ANCHOR TYPE NT DISTANCE TYPE LOCATION IN.) IN.) WOOD ANCHOR B N14 WOOD ANCHOR 1.5 075 IAG 10/11, BRACKET 2722 CONCRETE/ ANCHOR BRACKET 4 0 ITW TAPCON 10 2.50 MASONRY S0-2722 ALUM ANCHOR 8 SELF -DRILLING SMS 3 THREADS 0.50 MULLION BRACKET 2722 NOTE NOTE HEAD, SILL AND JAMB HAVE DETAILS SHOWN ARE TYPICAL FOR ALL SIMILAR DETAILS MULLION & CLIP ASSEMBLIES. SEE SHEETS S-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. SUBSTRATE BY EXTERIOR I II 11 INTERIOR II 11 I i i 1 VERTICAL MULLION ANCHOR II II MULLION I !I ------- 1 BRACKET 2722 MIN EDGE DISTANCE ANCHOR DETAIL 5 MULLION ANCHOR BRACKET 50.2722 HORIZONTAL MIN. EMBED TRANSOM 1/4' MAX. MULLION 11 II it II VERTICAL_," MULLION 11 I I MULLION ANCHOR BRACKET 27221I 11 II 11 11 C VERTICAL SECTION 5 ALUMINUM MULLION SIDE VIEW -VERTICAL Silver line aalansdl ONE 50VFIWNf 0M/E NOIIIH MUN$WKE, NIOl907 ft 19001737 4779 p0 Zx SN yj 0Qr7sf o i aC G 0a i 7 ryma 071 Q W m N d 6 REMARKS BY DATE 6TH FBC EDITION IAG 10/11, F' O 7 T ? o: 13O P •' W is`9/ONAL E G 111111110 Nip I. NDm1q HL i101mm •L w 737M sumom own K not OMYf/Otl QLq. / 11fmGMTV mo A m.l mn FL FL6067 ATE: 10.06.17 DWG. BY: CHK BY: SCALE. NTS owG.« SWD014 SHEET 4 OF 10 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: N12 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.=O.SS. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line A'AIKWM M' ONE SLLVENIINEORM MORIN smumwICK NI OE501 5 00 z 6 MULLION I^y 7 m a Q R a a it 1 MULLION N m Qa O is F 7z3 Y Wwi Q <• 6 ONE-WAY MULLION DIAGRAMS REMARKSYY DATE 6TH FBC EDITION AG 10/11 KN MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull 7 ';°° W - Tributary Width (In) btu F G Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 26.0 1000 1000 100T 1000 100.0 1000 100.0 1000 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 28.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 1000 1000, 30.0 1000 100.0 1000 1000 100.0 1000 1000 1000 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 1000 32.0 100.0 100.0 1000 1000 1000 1000 1000 1000 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 34.0 100.0 100.0 1000 1000 1000 1000 1000 1000 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 1000 1000 36.0 100 0 1 100 0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 1000 1000 100.011000 100.0 100.0 100.0 38.0 100.0 1000 1000 100.0 100.0 100.0 100 0 100.0 100.0 1000 100.0 1000 1000 100.0 1000 1000 100.0 100.0 40.0 100.0 100.0 1000 1000 100.0 1000 1000 1000 100.0 100.0 1100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 42.0 1000 100.0 1000 1000 100.0 1000 1000 1000 1000 1000 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 100.0 1000 100.0 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 100.0 48.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 1000 100.0 50.0 100.0 1000 1000 100.0 100.0 1000 1000 100 0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 1000 100.0 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100 0 1000 100.0 1000 100.0 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 1000 1000 56.0 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 100.0 1000 1000 1000 100.0 99.6 99.0 58.0 100.0 1000 1000 1000 100.0 1000 1000 1000 100.0 1000 100.0 100.0 99.3 97.5 959 946 936 928 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 991 96.5 942 92.3 907 893 88 2 87.3 62.0 100.0 1000 1000 100.0 100.0 1000 100.0 100.0 100.0 975 945 91 9 896 87.7 86.0 84.6 83.4 825 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 96.6 93.2 90.3 87.7 855 835 81.8 804 79.2 78.1 66.0 100.0 1000 1000 100.0 100.0 1000 100.0 965 927 89.3 864 839 81 7 797 78.0 76.6 75.3 74.2 68.0 100.0 100.0 100.0 100.0 100.0 100.0 971 92.8 89.0 85.8 82.9 80.4 782 763 74.6 731 71.8 70.7 70.0 100.01 100.0 1 100.0 100.0 100.0 98.4 93 6 89.3 85.7 82.5 79.7 772 750 73.1 71.4 699 686 67.5 72.0 100.0 100 0 100 0 100.0 100.0 95.1 90.3 86.1 82 5 79 4 76.6 742 721 70.2 68 5 670 65.7 64.5 74.01 100.01 1000 1 1000 1 100.0 1 973 1 919 1 872 1 83.2 1 797 1 766 1 73.9 1 71.5 1 69.3 1 675 65.8 64.3 630 618 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: N12 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.=O.SS. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line A'AIKWM M' ONE SLLVENIINEORM MORIN smumwICK NI OE501 5 00 z 6 MULLION I^y 7 m a Q R a a it 1 MULLION N m Qa O is F 7z3 Y Wwi Q <• 6 ONE-WAY MULLION DIAGRAMS REMARKSYY DATE 6TH FBC EDITION AG 10/11 KN QUALIFIED ANCHOR CLIPS 7 ';°° pp''• P; btu F G loam E Nana Fx name ri. W 73M ULOW alops EC 30LIN 44L 01I I!( OOIfwO IYI I. 3"n MULLION ANCHOR BRACKET 2722ALUMINUMFLa F L60676346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING oATE' 10.06.17 DWG BY, CHK. BY. 01 = QO.3150• AG HFN 4- SCALE. NTS03y5• OWG. SWD014 I- SHEET41oar MULLION ANCHOR BRACKET 50-2722 OF 10 2723 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL 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 2-1/211. 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 bAld'e7sen ONE NSW iE NOMORINµU11NSW1Cl. NN14907 ao za i aQN It It 0 19 a MULLION N Q a G ii: A- z i0 N m = a l lc MULLION V77 m T 2 m wt W W QIN m 1 Wh W f 6 w7 REMARKS BY OAT; 6TH FBC EDITION AG 10/11 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = Wl z QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 01 7.70. 7.11w- 4- 3 1 7S" 375' MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM (606346) FOR CONCRETE ANCHORING wn.o"I wwN(NmNUMTos •I.woNn7 we O 7 po i s X96 F •. ''' SSON ,G``` NWO I. NKIRI1p IG ROImA FL 7N 7777• as Low.twOIL ay o.w wt n 7R OAT. OI .unwoumN II. 7767• FL a: FL6067 DATE: 1U.Ub.1 DWG BY, CHK BY, AG I HFN SCALE- NTS OWG.a: SWnm4 6 OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 1000 100.0 100.0 100.0 100.0 1000 100 0 1000 100.0 1000 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 26.0 1000 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28.0 100.0 100.0 1000 1000 100.0 1000 1007 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 30.0 1000 100.0 100.0 100.0 100.0 100 0 1050 1000 100.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 990 32.0 100.0 100.0 1000 1000 100.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 34.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 98.7 94.6 90.8 873 36.0 1000 1000 1000 100.0 1 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 97.5 93.2 89.3 85.8 82.5 38.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 967 92.3 88.3 846 81.2 781 40.0 100.0 100.0 1000 1000 100.0 100.0 1000 100.0 100.0 1000 100.0 96.5 91.9 87.7 83.9 80.4 77.2 742 42.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 1000 1000 96.7 91.9 875 83.5 79.9 766 73.5 707 44.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 97.5 1 92.3 877 83.5 1 797 763 73 1 702 675 46.0 100.0 100.0 1000 1000 1000 1000 1000 1000 987 93.2 883 839 799 763 73.0 699 67.1 645 48.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 946 893 846 80.4 766 731 699 670 643 61.8 50.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.5 908 58 812 77.2 735 702 67.1 643 617 59.4 52.0 100.0 1000 100.0 100.0 100.0 100.0 99.0 92.8 873 82.5 78.1 742 707 675 645 618 59.4 57.1 54.0 100.0 100.0 100.0 100.0 1000 100.0 95.3 893 841 794 752 71.5 681 650 62.1 596 57.2 55.0 56.0 100.0 1000 100.0 100.0 100.0 98.4 91.9 86.1 81 1 76.6 72.5 68.9 65.6 626 599 574 551 53.0 58.0 100.0 1000 1000 100.0 100.0 95.1 88.7 83.2 783 739 700 66.5 63.4 605 579 554 532 51.2 60.0 100.0 100.0 100.0 1000 990 919 858 804 757 71.5 67.7 64.3 61 3 1 585 559 536 1 51.5 495 62.0 100.0 100.0 100.0 1000 95.8 889 830 778 732 692 65.5 62.2 59.3 56.6 41 519 49.8 479 64.0 100.0 1000 100.0 1000 928 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 1000 100.0 975 900 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 68.0 100.0 1000 100.01 94.6 87.3 81.1 75.7 70.9 66.8 631 59.7 56.8 54.1 51.6 49.4 473 45.4 437 70.0 1000 100.0 100.0 91.9 84.8 78.8 735 689 649 61.3 58.0 55.1 52.5 50.1 47.9 459 44.1 42.4 72.0 100.0 110221 97.5 89.3 82.5 76.6 71.5 67.0 63.1 596 56.4 53.6 51.0 487 46.6 447 42.9 412 74.0 100.0 100 0 94.8 86.9 80 2 1 745 695 65.2 61.4 579 54.9 52.2 497 47.4 45.3 435 41.7 401 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL 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 2-1/211. 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 bAld'e7sen ONE NSW iE NOMORINµU11NSW1Cl. NN14907 ao za i aQN It It 0 19 a MULLION N Q a G ii: A- z i0 N m = a l lc MULLION V77 m T 2 m wt W W QIN m 1 Wh W f 6 w7 REMARKS BY OAT; 6TH FBC EDITION AG 10/11 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = Wl z QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 01 7.70. 7.11w- 4- 3 1 7S" 375' MULLION ANCHOR BRACKET 50-2722 2723 ALUMINUM (606346) FOR CONCRETE ANCHORING wn.o"I wwN(NmNUMTos •I.woNn7 we O 7 po i s X96 F •. ''' SSON ,G``` NWO I. NKIRI1p IG ROImA FL 7N 7777• as Low.twOIL ay o.w wt n 7R OAT. OI .unwoumN II. 7767• FL a: FL6067 DATE: 1U.Ub.1 DWG BY, CHK BY, AG I HFN SCALE- NTS OWG.a: SWnm4 6 OF 10 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: 1112 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.04511 THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/811 THICK ALUMINUM 6063-T5. Silver line bMd'e7ssen ONE SILVEIILINE ORM NONI"CWNSWICK NI O"N o W z9 € ry J - 04}atilt MULLION eQy 0 t R = j -E -j ^luC o lu a` ee imd o Zs F*f MULLION ^ J a N W' ` y CO 2 00 WE IIIr '1 I g W I <• r W7 E o REMARKS BY DATE ONE-WAY MULLION DIAGRAMS I 6TH FBC EDITION I AG ION 44? F• OQUALIFIEDANCHORCLIPS NAL NOLO I. "won rL n 1i N. 13M 2aN E. w. 3MMULLIONANCHORBRACKET2722 MMEQUIT. or .uoIMA>MM ALUMINUM (606346) FL a: I lav l- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 DATE- 10.06,17 DWG BY CHK. BY. 010° 2.2r"... -4- AG HFN SCALE, NTS owG.#- SWD014 SHEET MULLION ANCHOR BRACKET 50.2722 `J] OF 10 2724 ALUMINUM (6063-T6) 0 FOR CONCRETE ANCHORING MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (In) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 1000 100.0 1000 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 1000 100 0 100.0 100.0 28.0 1000 100.0 1000 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 30.0 100.0 100.0 1000 1000 100.0 100.0 100.0 100 0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 32.0 1000 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 100.0 100.0 34.0 100.0 100.0 1000 1000 100.0 1000 1000 1000 100.0 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 36.0 1000 100.0 1000 10001100.0 100 0 100 0 100.0 100.0 100 0 100 0 100.0 100.0 100.0 1000 100.0 100 0 100.0 38.0 100 0 100.0 1000 1000 100.0 1000 1000 100.0 100.0 1000 1000 100.0 100.0 1000 100.0 100.0 100 0 100 0 40.0 100.0 100.0 100.0 1000 100.0 1000 1000 1000 1000 1000 1000 100.0 1000 1000 100.0 100.0 100 0 100.0 42.0 1000 100.0 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000. 100.0 100.0 100.0 100.0 100.0 100.0 44.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 1000.1000. 46.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 1000 1000 100.0 1000 1000 100.0 100.0 10001100.0 46.0 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 1000 1000 1000 1000 1000 1000 100.0 100.0 100011000 50.0 100.0 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 52.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 54.0 100.0 100.0 100.0 100.0 too 0 100.0 too 0 100.0 too 0 100.0 1000 too 0 too 0 too 0 100.0 1000 1000 100 0 58.0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1000 100.0 100.0 99.6 99.0 58.0 100.0 1000 1000 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 1000 99.3 975 959 94.6 93.6 92.8 80.0 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 62.0 100.0 1000 100.0 1000 1000 1000 100.0 100.0 100.0 97.5 94.5 91.9 89.6 877 86.0 84.6 83.4 82.5 64.0 1000 1000 100.0 1000 1000 100.0 100.0 1000 966 932 903 877 855 835 818 80.4 792 781 66.0 1000 1000 100.0 1000 1000 1100.0 100.0 96.5 92.7 89.3 864 83.9 81.7 79.7 78.0 76.6 75.3 74.2 68.0 1000 100.0 1000 1000 1000 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 731 71.8 70.7 70.0 1000 100.0 100.0 1000 1000 984 1 936 1 89.3 1 857 82.5 79.7 77.2 750 73.1 714 69.9 686 675 72.0 100 0 100.0 100.0 100 0 100.0 95.1 90.3 86.1 82 5 79 4 76.6 74.2 72.1 702 68.5 67.0 657 64.5 74.0 100 0 100 0 100.0 100.0 1 97.3 1 91.9 1 872 1 83.2 1 79.7 1 762 1 730 70.2 677 65.5 635 1 61.8 602 589 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: 1112 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.04511 THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/811 THICK ALUMINUM 6063-T5. Silver line bMd'e7ssen ONE SILVEIILINE ORM NONI"CWNSWICK NI O"N o W z9 € ry J - 04}atilt MULLION eQy 0 t R = j -E -j ^luC o lu a` ee imd o Zs F*f MULLION ^ J a N W' ` y CO 2 00 WE IIIr '1 I g W I <• r W7 E o REMARKS BY DATE ONE-WAY MULLION DIAGRAMS I 6TH FBC EDITION I AG ION 44? F• OQUALIFIEDANCHORCLIPS NAL NOLO I. "won rL n 1i N. 13M 2aN E. w. 3MMULLIONANCHORBRACKET2722 MMEQUIT. or .uoIMA>MM ALUMINUM (606346) FL a: I lav l- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 DATE- 10.06,17 DWG BY CHK. BY. 010° 2.2r"... -4- AG HFN SCALE, NTS owG.#- SWD014 SHEET MULLION ANCHOR BRACKET 50.2722 `J] OF 10 2724 ALUMINUM (6063-T6) 0 FOR CONCRETE ANCHORING TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line hAnd' r3en M" ONE L/WEHIINE OHNE NOHHH 6WNSWHE(NH OE9Dl ao z5 B NJ < =09 .jHYyGl'7 MULLION ry Q iJ Q a 9 1, , r E_ Nm Q 2 GF7 14 zr ° MULLION V42Wl j ` r m E N cr m `• N p WI 1 f 6 REMARKS BY DATE WI 4- 1.12 -A 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = W12W2 QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) I loot 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 01 2013' 1.23' 4- 4- 00 250' lao0' MULLION ANCHOR BRACKET 50.2722 2724 ALUMINUM (606346) FOR CONCRETE ANCHORING 41WIpMf IOpI.JNE.4N6'CIHC •11•M wwrra ro HHslnan.•ro ve NOH R+.nro..o ES F. Zai.. P 7 . O 0, T 1` 9/ON %%% 1 Holo. Haltm r.[ nnw rt H. 2.Srn s• L IMM am ar O HEiS 6=4111; R slm: ER co". or .O 11, Ft. N: FL6067 DATE: 10 CIC, _ 17 I SALE- NTS DWG. a. rwno14 a OF 10O MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) L - Mull W - Tributary Width (In) Length (In) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 100.0 26.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 28.0 100.0 1000 100.0 100.0 1000 1000 1000 100.0 100.0 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 30.0 1000 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 99.0 32.0 1000 100.0 100.0 100.0 1000 1000 1000 100.0 100.0 1000 1000 1000 1000 100.0 1000 1000 965 92.8 34.0 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 946 908 873 38.0 1000 100.0 1100.0 1 100.0 100.0 1 1000 1000 100.0 1000 1000 1000 11000 100.0 975 932 893 858 825 38.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 92.3 88.3 846 812 781 40.0 1000 100.0 1000 1000 100.0 1000 1 1000 1000 1000 100.0 1000 965 91.9 877 83.9 804 772 742 42.0 1000 1000 100.0 100.0 100.0 1000 1000 100.0 1000 1000 96.7 919 87.5 835 79.9 766 735 707 44.0 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 1000 97.5 92.3 877 835 797 76.3 731 702 675 46.0 1000 1000 100.0 1000 100.0 100.0 100.0 1000 987 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 48.0 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 94.6 89.3 84.6 80.4 766 731 69.9 67.0 64.3 618 50.0 1000 100.0 1000 1000 1000 100.0 1000 965 908 858 81 2 77.2 735 70.2 67.1 64.3 61.7 594 52.0 1000 1000.1000. 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 54.0 1000 100.0 1000 1000 100.0 100.0 95.3 69.3 41 794 752 71 5 681 65.0 62.1 596 57.2 550 56.0 100.0 100.0 1000 100 0 1000 984 1 91.9 861 81.1 766 72.5 689 1 656 62.6 59.9 57.4 55.1 53 0 58.0 1000 100.0 100.0 100.0 100.0 95.1 88.7 83.2 783 739 700 665 634 60.5 57.9 55.4 53.2 512 60.0 100.0 1000 1000 1000 99.0 91.9 858 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 495 62.0 100.0 100.0 1000 1000 95.8 88.9 83.0 77.8 73.2 69.2 655 62.2 59.3 56.6 54.1 51.9 498 479 64.0 1000 100.0 1000 100.0 92.8 86.1 80.4 754 70.9 670 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 66.0 100.0 100.0 1000 975 90.0 83.5 780 73.1 688 65.0 616 58.5 557 53.2 508 487 468 450 68.0 100.0 100.0 1000 94.6 87.3 81 1 75.7 70.9 66.8 63.1 597 56.8 54.1 51.6 49.4 473 45.4 43.7 70.0 100.0 100.0 1100 0 91 9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 424 72.0 1000 100.0 97 5 893 82.5 76.6 71.5 67.0 63.1 1 59.6 1 56.4 1 53.6 51.0 48 7 46.6 447 42.9 41 2 74.0 100.0 100.0 948 869 80.2 74.5 69.5 65 2 61.4 57.9 549 52.2 49.7 47 4 45.3 43.5 417 401 TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line hAnd' r3en M" ONE L/WEHIINE OHNE NOHHH 6WNSWHE(NH OE9Dl ao z5 B NJ < =09 .jHYyGl'7 MULLION ry Q iJ Q a 9 1, , r E_ Nm Q 2 GF7 14 zr ° MULLION V42Wl j ` r m E N cr m `• N p WI 1 f 6 REMARKS BY DATE WI 4- 1.12 -A 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH = W12W2 QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (606346) I loot 1- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 01 2013' 1.23' 4- 4- 00 250' lao0' MULLION ANCHOR BRACKET 50.2722 2724 ALUMINUM (606346) FOR CONCRETE ANCHORING 41WIpMf IOpI.JNE.4N6'CIHC •11•M wwrra ro HHslnan.•ro ve NOH R+.nro..o ES F. Zai.. P 7 . O 0, T 1` 9/ON %%% 1 Holo. Haltm r.[ nnw rt H. 2.Srn s• L IMM am ar O HEiS 6=4111; R slm: ER co". or .O 11, Ft. N: FL6067 DATE: 10 CIC, _ 17 I SALE- NTS DWG. a. rwno14 a OF 10O 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 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line bAndersm M' ONE SNvEwNE omVE NONFH WMSWKK."J0r9W 90C) z; J a9IIa MULLION o ¢ O baa f,$ MULLION N m a O O m w5 (/ W s I II I H . F w. JI• F 6 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 6TH fBC EDITIONAG 10/17 MULLION QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (6063.76) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING O So9• 5 257 4000• o5n• 100D MULLION ANCHOR BRACKET 50-2722 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING wua MF NaNaa •c nam. s. N. r5rn w.sc o9ors .c H 04:o kft 3wUs NR OOrt. a' 1UN UGN " mn Fl M' FL6067 GATE. 100617 DWG. BY. CHK. BY: AG I HFN SCALE. NTS IOwG.N- SWD014 SHEET V' OF 10 MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (ONE-WAY) L - Mull W - Tributary Width (in) Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 38.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 24.0 100.0 100.0 1000 100.0 1000 1000 100.0 1000 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 1000 26.0 100.0 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 1000 1000 28.0 1000 100.0 100 0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 1000 1000 1000 100.0 100.0 1000 100.0 30.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 1000 32.0 1000 100.0 1000 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 1000 1000 1000 100.0 1000 100.0 34.0 1000 100.0 1000. 100.0 1000 100.011000 1000 100.0 1000 100.0 100.0 1000 1000 1000 1000 1000 100.0 36.0 1000 100.0 100.0 100.0 100.0 1100.0 100 01100.0 1 100.0 1000,1000 100.0 1000 1000 1000, 10001100.0 100.0 38.0 100.0 1000 1000 100.0 100.0 100.0 1000 1000 100.0 1000 1000 100.0 1000 1000 1000 1000 1000 100.0 40.0 1000 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 42.0 1000 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 1000 1000 100.0 1000 1000 1000 1000 100.0 100.0 44.0 1000 1000 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 1000 1000 46.0 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 1000 100 0 1000 1000 1000 1000 1000 100.0 100.0 48.0 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 1000 100.0 100.0 50.0 100.0 100.0 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 52.0 100.0 100.0 100.0 100.0 100 0 1000 1000 100.0 1000 100.0 1000 1000 100.0 100.0 100.0 1000 100.0 100.0 54.0 100.0 100.0 100.0 1000 too 0 1000 100.0 10001 1000 100.0 too 0 1000 100.0 100.0 100.0 100.0 100.0 100.0 56.0 100.0 1000 100.0 1000 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 58.0 100.0 1000 100.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 1000 99.3 97.5 959 946 93.6 92.8 60.0 100.0 1000 1000 1000 1000 1000 1000 1000 100.0 100.0 99.1 96.5 94.2 92.3 907 693 882 873 62.0 100.0 100.0 1000 1000 1000 1000 100.0 1000 1000 97.5 94.5 91.9 896 877 860 846 834 825 64.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 877 85.5 83.5 81.8 80.4 792 781 66.0 1000 100.0 100.0 100.0 1000 1000 100.0 96.5 92.7 893 86.4 83.9 817 79.7 780 766 753 74.2 68.0 1000 1000 1000 100.0 100.0 1000 97.1 92.8 890 858 82.9 804 78.2 76.3 74.6 73.1 71.8 707 70.0 100.0 100 0 100 0 100 0 100.0 98.4 22§ 89.3 85.7 82.5 79.7 772 75.0 73.1 714 69.9 686 675 72.0 100.0 100.0 100.0 100 0 100 0 95 1 90 3 86.1 82.5 79 41 76.6 1 74.2 1 72.1 1 702 1 685 670 1 657 64.5 100 0 100.01 100.01 97.3 1 91.9 1 872 1 83.2 1 79.7 1 766 1 73.9 1 71.5 1 693 1 675 65 8 643 1 63.0 61.8 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 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS CONCRETE: 3/16" ITW TAPCONS METAL: 12-14 SELF -DRILLING SCREWS (GRADE S) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. Silver Line bAndersm M' ONE SNvEwNE omVE NONFH WMSWKK."J0r9W 90C) z; J a9IIa MULLION o ¢ O baa f,$ MULLION N m a O O m w5 (/ W s I II I H . F w. JI• F 6 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE 6TH fBC EDITIONAG 10/17 MULLION QUALIFIED ANCHOR CLIPS MULLION ANCHOR BRACKET 2722 ALUMINUM (6063.76) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING O So9• 5 257 4000• o5n• 100D MULLION ANCHOR BRACKET 50-2722 2728 ALUMINUM (6063-T6) FOR CONCRETE ANCHORING wua MF NaNaa •c nam. s. N. r5rn w.sc o9ors .c H 04:o kft 3wUs NR OOrt. a' 1UN UGN " mn Fl M' FL6067 GATE. 100617 DWG. BY. CHK. BY: AG I HFN SCALE. NTS IOwG.N- SWD014 SHEET V' OF 10 Silver Line MAndRkzn M' ONE SN9[QINE ORPA NONEN @NUNSWN9. NJ 09901 00 W CL L dg 1 MULLION N Q a 3_ eE-1 rima z ZF?i MULLION wi I h Z j mIW ry m E W W < alN wtEM -1 WE REMARKS BY DATE 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH =1"11 TABLE NOTES: MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAY) o L - Mull UALIFIED ANCHOR CLIPSCLIPDETAILS. 44... W - Tributary Width (in) SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. Length (in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 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 100.0 100.0 100.0 100.0 100. 0F 6. INSTALION SUBSTRATES: ALUMINUM 60 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 32W 4OE)r 26.0 100.0 1000 100.0 1000 1000 100.0 CONCRETE SHALL BE MIN. 4000 PSI. 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 100.0 1000 100.0 28.0 100.0 100.0 100.0 1000 100 0 100.0 100.0 1000 100.0 1000. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30.0 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 100.0[ 67.5 0 32.0 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 1000 100.0 100.0 100.0 100.0 100.0 96.5.8 34.0 100.0 1000 1000 1000 1000 100.0 100.0 1000 100.0 1000 1000 100.0 100.0 98.7 94.6 90.8.3 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 11x1.0 100.0 1000 100.0 1000 97.5 932 89.3 85.85 38.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 1000 100.0 96.7 92.3 883 84.6 12.1 40.0 100.0 1000 1000 1000 1000 100.0 100.0 100.011000 100.0 1000 96.5 919 87.7 839 80.4 77.2.2 42.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 967 919 87.5 83.5 799 76.6 73.5.7 44.0 100.0 1000 100.0 100.0 1000 100.0 1000 100.0 1000 97.5 923 877 83.5 797 763 731 70.2 46.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 883 83.9 79.9 76.3 730 699 67.1 645 48.0 1 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 94.6 893 84.6 80.4 76.6 73.1 699 67.0 64.3 618 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 643 617 59.4 52.0 100.0 100.0 100.0 100.0 100.0 1000 99.0 928 873 82.5 78.1 74.2 707 675 645 61.8 59.4 57.1 54.0 100.0 100.0 100.0 100.0 100.0 1000 95.3 893 41 79.4 752 71 5 68.1 650 621 59.6 57.2 550 56.0 100.0 100.0 100.0 100.0 100.0 98.4 919 861 81 1 766 72.5 68.9 656 626 599 574 55.1 53.0 58.0 100.0 100.0 100.0 100.0 100.0 95.1 887 832 78.3 73.9 70.0 665 634 605 579 55.4 53.2 51.2 60.0 1000 1000 1000, 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 536 51.5 49.5 62.0 1000 100.0 1000 100.0 958 88.9 830 778 73.2 69.2 65.5 62.2 593 566 54.1 519 498 479 64.0 1000 100.0 100.0 100.0 928 86.1 804 754 70.9 67.0 63.5 60.3 574 548 52.4 50.3 48.2 46.4 68.0 100.0 1000 1000 975 900 83.5 780 73.1 68.8 650 61.6 585 557 532 • 50.8 487 468 45.0 68.0 1000 100 0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 631 597 56.8 54.1 51.6 494 47.3 45.4 43.7 70.0 100 0 100.0 100 0 91.9 84 8 78 8 735 689 64.9 61 3 58.0 551 525 50.1 479 45.9 441 424 72.0 100 0 100 0 97 5 89 3 82 5 76.6 71.5 67.0 63.1 59.6 56.4 53 6 51.0 48.7 466 447 429 41.2 74.0 100 0 100 0 94.8 86.9 80.2 74 5 69 5 65.2 61.4 1 57.9 1 54.9 1 52.2 1 49.7 1 47 4 453 435 41.7 40.1 Silver Line MAndRkzn M' ONE SN9[QINE ORPA NONEN @NUNSWN9. NJ 09901 00 W CL L dg 1 MULLION N Q a 3_ eE-1 rima z ZF?i MULLION wi I h Z j mIW ry m E W W < alN wtEM -1 WE REMARKS BY DATE 6TH FBC EDITION AG 10/17 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH =1"11 TABLE NOTES: Ft,r1, 1. o SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS UALIFIED ANCHOR CLIPSCLIPDETAILS. 44... 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. iFS """"' ANCHOR REQUIREMENTS: C7 WOOD: #12 WOOD SCREWS CMU: 3/16" ITW TAPCONS MDUM r Mon IFrMnam. PL N. »cCONCRETE: 3/16" ITW TAPCONS wcexAm OliW wi aS O.I SU METAL: 12-14 SELF -DRILLING SCREWS (GRADE 5) MULLION ANCHOR BRACKET 2722 GO". wwii mu w - >ba F` •. 6. INSTALION SUBSTRATES: ALUMINUM 60ANCHORSSHALLHAVEAMIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD FOR WOOD SCREW OR MULLION O MULLION ANCHORING F L6067 SHALL BE MIN. S.G.=0.55. GATE 10.06.17HOLLOWCMUANCHORSSHALLHAVEAMIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 32W 4OE)r OWGAG CH I -IFN2-1/2". 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". 0 w SCALE: NTSCONCRETESHALLBEMIN. 4000 PSI. OT OWG• #. SWD014METALANCHORSSHALLHAVEAMIN. (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 o, SHEET ALUMINUM 6063-T5. MULLION ANCHOR BRACKET 50-2722 iI OF 10 2728 ALUMINUM (6063-T6) U OO FOR CONCRETE ANCHORING SILVER LINE WINDOWS AND DOORS V1 SERIES/70 SERIES PICTURE & FIXED SPECIALTY WINDOWS (2940/2950) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FOC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.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 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DAOE RER OR AHI S. APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL• PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS. DESIGN PRESSURE TABLE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZJNG DETAILS 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 1 - INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 72 0" X 74 0' SINGLE PICTURE 50/ -SO P$F NON -IMPACT 96.0' X 54.0' SINGLE PICTURE 50/-50 PSF NON4MPACT 72 0' X 82 0' SINGLE PICTURE 50/-50 PSF NON -IMPACT 76.0' X 62 0' TWIN PICTURE 50/-50 PSF NONIMPACT 9S0"X480" TWIN PICTURE 50/-50PSF NONIMPACT 95.5' X 74.0' TWIN PICTURE 35/-35 PSF NON -IMPACT 85.5' X 84 0' TWIN PICTURE 30/-30 PSF NON -IMPAR 95.5" X 84.0" TWIN PICTURE 20/-20 PSF NON -IMPAR 107.75' X 74.0' TRIPLE PICTURE 40/40 PSF NON -IMPACT 107 75' X 48.0' TRIPLE PICTURE 50/-SO PSF NON -IMPACT Silver line NMdels'e_n O T T ED ONESNVEIWNE OVVE NON IN MONSVFICIC NI OH03 N m 3L433. EICTERIOR INTERIOR F AAL4 ACi`,`` Flom. •L NF 73m Wim c aQ 1:A M mN. ran NTE O FL N• a3 p LOUNI Lt DATE: 09, 28,1% Y1 10aQN a 0 E7L oah 0 co CNNO_ W W m OaQi J N CK4 H I n REMARKS BY OATS 6TH FBC EDITION I FM 1 10/11 O WF w Nw*.. P.E 4304.0 A INSULATED GLASS O T TETO'C •• C,.,.• p'• EICTERIOR INTERIOR F AAL4 ACi`,`` Flom. •L NF 73m LEIUOc amm K 3M LOArWA ax'31IAACNL/O111NIn- MIN GLASS 0 M mN. ran NTE O FL N• FL14918 GLAZING DETAIL DATE: 09, 28,1% DWG. BY. CHK. By, CL I HFN SCALE: NTSGLAZINGNOTE: DWG. N: S W 0021GLASSTHICKNESSANDTYPESHALL COMPLY WITH ASTM E-1300 GLASS SHEETCHARTSREQUIREMENT I UNIT MAX. HEIGHT 82.0" HE 5 UNIT MAX WIDTH 72.0 ELEVATION AAX. IT I" ELEVATION 6" FROM J CORNER (TYP.) I 15 5"MAX. TYP.) L 6.0" FROM CORNER (TYP.) 15.MAX. TYP 1 ANCHOR LAYOUT THROUGH FRAME Silver line bArd&W r M' ONE SIEVEOUNE OHNE NONINmunsw xNIonu MIn 2u 1771 I I Z Q mod 3 a"£? O OYY— [ W$ a O 3 F L 2z Q N N e!{ F m T T 4" MAX. (TYP.) J m Fl M: J 6 REMARKS BV .ATE 6TH FBC EDITION I FM 1 10/1' wxwr r wNrrw mxsExr ar wuw oxos. we wamn.mraxs ..wcxrMo,aorxu wrwrts ro rNs o0 onrtxr ur• xpr nwn ro w r 2.0"FROM CORNER(TYPJ 4" MAX. (TYP.) 11111111//// j I I Z Q AX. L 0• iNI; A: i T T 4" MAX. (TYP.) J 7f1. f1com PZ " 7* ALUM ORVI IC M L MK CUT. W im+ N mn Fl M: FL14918 2.0' FROM CORNER (TYP.) DATE' 07A .28.1% DWG. BY: CHK. BY CL HFN SCALE: NTS ANCHOR LAYOUT DWG.SWD021 SHEET.. NAIL FIN UNIT MAX. HEIGHT 84.0" 7 UNIT MAX. HEIGHT 74.0' UNIT MAX. P"DITO WI95 5" M. ADH43.25' ELEVATION ' I UNIT MAX. WIDTH 107.75" O.L.O MAX. A WIDTH 31.12" 3 ELEVATION ' I G 4 0 L.O. MAX. HEIGHT 79.0" C O.L.O. MAX. 4 HEIGHT 690" 4" 0 2.0" FROM 4 MAX. (TYP.) CORNER (TYP.) ---1 t-- L IAX. (TYP.).} r L2" FROM CORNER TYP.) ANCHOR LAYOUT NAIL FIN 2.0" FROM CORNER (TYP ) 1 I• 4.0' MAX. (TYP.) 4" MAX (TYP 2.0" FROM CORNER (TYP.) 0. .0. .0. ANCHOR LAYOUT NAIL FIN Silver Line bMdnsm M* ONE LIVERLM ONVE WWfH OIWN$WKK NI0M2 Y r 1 baa L2" FROM CORNER TYP.) ANCHOR LAYOUT NAIL FIN 2.0" FROM CORNER (TYP ) 1 I• 4.0' MAX. (TYP.) 4" MAX (TYP 2.0" FROM CORNER (TYP.) 0. .0. .0. ANCHOR LAYOUT NAIL FIN Silver Line bMdnsm M* ONE LIVERLM ONVE WWfH OIWN$WKK NI0M2 1 6TH FOC EDITION I FM 110/171 Z pp AAL %%01", Y. 1 FLOW 04 N. 1010M IC7rn s ca40ALOWwow aw NC QWT W AWHONZAIM Na M's FL #: FL14918 DATE: nq 7R_1 7 SCALE: NTS I DWG X. twm?1 2.1 Y r 1 baa 0 a i#exl mod F.2o gc apc # 4 Yz= O ala3 t7#lEc it2 a o 112E cQa O 00 v 1 6TH FOC EDITION I FM 110/171 Z pp AAL %%01", Y. 1 FLOW 04 N. 1010M IC7rn s ca40ALOWwow aw NC QWT W AWHONZAIM Na M's FL #: FL14918 DATE: nq 7R_1 7 SCALE: NTS I DWG X. twm?1 2.1 I '""--I t--(W)--I TF?oT-1- LLQ J LL ` 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 e 53 MAXIMUM H e 73' MAXIMUM OP = a/- 55 PSF W)I---i H) 1-' W)- 1 (H) T - NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA ANCHOR SPACING SHALL NOT EXCEED THOSE SHOWN FOR LONG OR SHORT LEG OF UNIT. Silver Line bAnd&Wn M' ONE 3IIVEUUNEaWE NON1N NUNSM9CK x109907 M m 731477 Nd WOv 0 aQ NA mod a s=Es Zz! p I w 1$ a Ol G F7i uj N GCNN 0, 0 N aW H 6 REMARKS BY DATE 6TH FOC EDITION FM 10/1: NOSNY11pIY YNIOOKlOww0 WIIMIII WNNp Q7N11M O1MaNi s F EFi0,'' r 7 O v T T a: NAL NGIOE 1gNIY`l naw t ft 7J1/N YDYO OWL YC owwiaam:&W W 0a1. O/'AMNON":N aa7 FL N FL14918 DATE: 09.28.17 owG. BY: CHK. BY - SCALE NTS DwG. N: SW X021 SHEET: 2.2JJ .2 %nJ iLAZING IL SHEET 1 INFERIOR iLAZING IL SHEET 1 q VERTICAL SECTION 3 AZING SHEET 1 INTERIOR 5LAZING LI. SHEET 1 VERTICAL SECTION 3 Silver line 4And'eFW M, ONE AVEYOF OWE MORIN YWN9WK9; NI OM2 IN 79EJ779 Q 3 T itiod R R R Ea Co CO yW dv W / alN ` O 6TH FBC EDITION I FM 1 10/17 1 IwOfwLL W Y YNIpW(EOw Ynq[MN vNIMYI WNNIN0INYMOi Mp.fi 00•S 7w E. owo E0 a'A. I m" 771(0 v w °E :51411 N. mn FL N: FL14918 DATE: 09.28.17 DWG. BY: I CHK. BY SCALE: NTS ow(i- SWD021 SHEET SEE GLAZING DETAIL SHEET 1 1) HORIZONTAL SECTION 4 FRAME JAMB D.L rSEE GLAZING DETAIL SHEET I FRAME WIDTH g HORIZONTAL SECTION 4 INTEGRAL MULLION POST W /REINFORCEMENTS SEE GLAZING SEE NOTE 1 DETAIL SHEET 1 00 INTERIORLE013 niff —IF] EXTERIORD.L.O. LLO MAX FRAME WIDTH M HORIZONTAL SECTION 4 INTEGRAL MULLION POST L r SEEGLAZINGDETAILSHEET C HORIZONTAL SECTION 4 FIN JAMB NOTE 1. HORIZONTAL SECTION IS ONLY FOR RATINGS - 107.75' %48.0', TRIPLE PICTURE WINDOW, DESIGN PRESSURE +50/-50 96 00' X 48.0', TWIN PICTURE WINDOW, DESIGN PRESSURE +50/-50 Silver line kAndOW M* ONE 5&VMNE ONVE ftMFH NUk$WKK. N10M2 m IE0017u4?7E 1 6TH FBC EDITION I FM 110/171 s E. ow r e1 iw a IR cat d "m M74 FL R• FL14918 DATE. 09, 28,17 DWG. BY: CHK BY CL HFN SCALE NTS owG. R: SW D021 SHEET: 4 S3o i 2 aQWRA! d O Ki` i ks III W CJcc¢r m C N ry O_ 07 jy W NN W J 6 1 6TH FBC EDITION I FM 110/171 s E. ow r e1 iw a IR cat d "m M74 FL R• FL14918 DATE. 09, 28,17 DWG. BY: CHK BY CL HFN SCALE NTS owG. R: SW D021 SHEET: 4 MIN. EMB METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT SUBSTRATE BY OTHERS yffix4X4z MIN. EDGE DISTANCE MAXIMUM SIZE LISTEDtIl aW 11E7i Fi xQN 0 b MAA. MIN. SG = 0.55 010 WOOD SCREW SHIMIM SPACE EXTERIOR O INTERIOR q ANCHOR DETAIL S NAIL FIN (HEAD) 6TH FSC EDITION FM 10/1; NOTE: 010 TEK SCREW SILL AND JAMB HAVE 0 75" SIMILAR DETAILS CL MIN. EDGE DISTANCE SUBSTRATE BY OTHER fc _ 1/4" ITW TAPCON 1.75' MIN. EMB. MASONRY: CMU per ASTM C90 fc=2000PSI 1/4' ITW TAPCON 1.75' 2 5' 1/4" MAX. SHIM SPACE EXTERIOR 88 WOOD SCREW INTERIOR g ANCHOR DETAIL 5 THROUGH FRAME (HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT Oa i E 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE W000. MAXIMUM SIZE LISTEDtIl aW 11E7i Fi xQN 0 b 1111i MIN. SG = 0.55 010 WOOD SCREW 1.5' 0.75" METAL: 18 GAUGE 3 THREADS MIN REMARKS BY GATE 6TH FSC EDITION FM 10/1; Steel. MIN. Fy = 33KSI 010 TEK SCREW PENETRATION BEYOND 0 75" THROUGHFRAME CL I HFN METAL fc _ 1/4" ITW TAPCON 1.75' 2.5' MASONRY: CMU per ASTM C90 fc=2000PSI 1/4' ITW TAPCON 1.75' 2 5' MIN. SG 0.55 88 WOOD SCREW 1.5• 0751 NAIL FIN METAL IB GAUGE Steel, MIN. FY a 33KSI 08 TEK SCREW PENETRATION BEYOND 0.75• UPTAI NOTE. 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME BY OTHERS 1114- MIN EMBEDMENT • 1 1/2" MIN. EDGE DISTANCE 2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silver Line bA xWW ONE SIIVERUNE ORIVE NORM tUNSWKK, NI OM2 xaoa vaz.. 33a a RAR 0 Oa i E 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE ri MAXIMUM SIZE LISTEDtIl aW 11E7i Fi xQN 0 b 1111i z'0 OT 0 Nit cm OF wtRcwr,E N ry F W R O a 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM REMARKS BY GATE 6TH FSC EDITION FM 10/1; Nc 0: '•' p 7 _* INSTALLATION NOTES: i O,c •'• P; • k/ I ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.ass/ONAL. 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED SHEET: FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE ri MAXIMUM SIZE LISTEDtIl aWnam. r.c No nn4OR4SK 30 C aM mmeq. / iY lleOE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT Nit cm OF wtRcwr,E DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. FL : F L 149184SHIMASREQUIREDATEACHINSTALLATIONANCHORWITHLOADBEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER GATE: 7 O9.280.17 S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND DWG BY CHK. BY: SIDING. CL I HFN 6 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SCALE: NTS DWG. 0: SWI 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED SHEET: FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 8 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION NOTES: I 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 11/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS 11 E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD SCREWS OR I I GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN 3/8' EDGE DISTANCE 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 08 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THR D P N RA N BEYOND METAL WAIL. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO W000 FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE l-1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. a THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1K BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 19M MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREAOS PENETRATION BEYOND METAL WALL 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. I l INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING AAMA/WOMA/CSA IOIA.S.Z/A440-W/ll 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS Of BUCK INSTALLATION. 4 THE 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 LICENSEDENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI.OAOE FIER OR AHJ. S. 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 7• IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF SNAIL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHCHCHAPTER 23 13 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH VERTICAL HORIZONTAL SECTIONS (THROUGH FRAME) SPECIFIED BY THE ANCHOR MANUFACTURER. HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING pETAIL 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0 55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47 8 MIL (00478' or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F ALUMINUM - MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16" MIN. 1/2" EDGE DISTANCE MAX OVERALL SIZE WIDTH HEI6HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 - VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL HORIZONTAL SECTIONS (THROUGH FRAME) 6 - HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING pETAIL MAX OVERALL SIZE WIDTH HEI6HT CONFIG. DESIGN PRE55VRE MI55ILE IMPACT RATING 36' 84' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPAR 38' 74' O/X 50 / -50 PSF NON IMPACT 38' 77' O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / .50 PSF NON IMPACT 48' 72' O/X 35 / -35 P5F NON IMPACT 48' 84' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 63 75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 46' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 62' O/X-O/X 35 / -35 PSF NON IMPACT 72' 84' O/X-O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50/-50 PSF NON IMPACT 76' 1 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 77' O/X-O/X 25 / -25 PSF NON IMPACT BO' 74' O/X-O/X 35 / -35 PSF NON IMPAR 96' 74' O/X-O/X 30 / -30 PSF NON IMPAR 108' 62' O/X-O/X-O/X 50 / -50 PSF NON IMPACT 108' 72' O/X-O/X-O/X 50/-50 PSF NON IMPACT 108' 84' O/X-O/X-O/X 25 / -25 PSF NON IMPACT Dpitally spn4d 6y Humes F. Noraro. P E. Ranson. I am appmvap mu do monl FL#: FL19715Dab201706.15 16 1106 .04'00' Silverline MAndersen rraooes•soou ow savEwnt carve NORM IA4^*Wlts. w WIC F O V) W O < D H z V H d " C O hWw F ex 4 W F O i/ 7 4K pts'- %'-.–@/ 1/77111111400 A I T c 3I = v2 D N6 #: SW0002 4EET: 1 OF 6 MAX. FRAME MAX FRAME SilverUne FWIDTH 48" WIDTH 48" gAmkywn le E g E 4 4 4 5 r eeore.eeeu aro snvEA alvE re7en ee1N5WIC[. W M9W FKC1521411Moo Fe PR F 5v 4 4 4 5$ a K z Z Q J Lu L9 W SMAX. FRAME MAX. FRAME ,w. > > Z m i HE16HT 96" HEIGHT 96• w= w 5 G w m QUALIFIED CONFIGURATIONS a ; < Fl ARCH TOP CONFIGURATIONS FOR ALL 2901.0901 t+ eD w cX• RATINGS, SINGLE UNIT CONFIGURATIONS X. w a ea d n v A 0 A 0 O4545 T h CO J ELEVATIONr7 to SINGLE HUNG WINDOW ELEVATION SINGLE HUNG ORIEL WINDOW O G H Z V) vm H a " M ZMAXFRAMEMAX. FRAME v WIDTH 96" WIDTH 108, W W U.0 QUALIFIED CONFIGURATIONS g E DC c 4 5 ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWIN UNIT CONFIGURATIONS ppc55 1. N i4 4 C C 7• 1 FRAME 74' 93 1 _ Q •^ •:: e MAX. = F HEI r MAX FRAME y • it %%% `` HEIGHT 64' F1/111111%I% m ) Ca Z J N 4 5 A 0 O p V H Z ELEVATION 4 5 ELEVATION owe u. TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 ` / 000 2 SHEET: 2 of 6 4 5 Fe, 5 4 7 X. X. II IIII 2' MAX. J 11' MAX. FROM _ I O.C. CORNERS 11' MAX. OC 2" MAX FROM CORNERS L er aan •ror SOrSF s uu FE A 04`*Eo. "C r 4 O 7AYU. A+o SILL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2" MAX FROM 4 1/2" MAX. CORNERS I O.C. a 1/2• A OC 1 x.J I-- 2" MAX. I I a 1/2' MAX. FROM OC CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW MAX. FROM 20" MAX COO RNERS C 6" MAX. FROM CORNER 20" MI Ax. 0C L 6' MAX. FROM CORNERS 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 V S 3,0E OC zm t' MAX. 2" MAX. I I a 1/2' MAX. FROM OC CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW MAX. FROM 20" MAX COO RNERS C 6" MAX. FROM CORNER 20" MI Ax. 0C L 6' MAX. FROM CORNERS 1 ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 V S 3,0E OC zm t' MAX. T- MAX. 3 hCL S tL 6- MAX. FROM CORNERS 1 MAX. 6' MAX. CORNERS r O.C. 6' MI O.0 I MAX. I I 6' MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12' MAX. X CORNERS O.C. 16V ANCHOR STRAP 6' MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I tAAnde snen r1i eers '- Ow SLLVEaLDE Calve wan' eauwwlCK w Oe9w r~ p521.75•NOD 3,0E zm t' MAX. u 3 hCL S tL a %j L Z'" fJ L Y m6z T C 'u r ANCHOR STRAP 6' MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I tAAnde snen r1i eers '- Ow SLLVEaLDE Calve wan' eauwwlCK w Oe9w r~ p521.75•NOD 3,0E zm 3 u 3 hCL S tL a %j L Z'" fJ WvZm< Y m6z T C 'u r Luz mdo c a SEE SHEET 5 FOR DETAILS DWG #: co I., v"i ctwoS wei £ SHEET: 3 of 6 0- a a o0 Co VI V) O O H z CL v H i a C m ZO oxLU LU D W o 4C1-.9 111\ u CDm ANCHOR STRAP fJ Y LL2 FZ P/N 50-2995.2 0 0 v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWDOOZ THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BVCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR 1-1 EXTERIOR FINISH_,," BY OTHER PERIMETER SEALANT O.A BY OTHERS UNIT HEI6HT EXTERIOR 1 SEE GLAZING DETAIL, SHEET 6 1 O.A. UNIT HEIGHT 1112' MIN EMBEDMENT A 3/8" MIN. E06E DIST. 1/4" MAX MIN 3/8" EDGE DISTANCE t/4" MAX SHIM SPACE SHIM SPACE 1 1 SASH REINFORCING INTERIOR SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE 8 6R, 5 SELF-TAPPIN6 SCREW INTERIOR INSTALLATION ANCHOR VERTICAL SECTION a / HEAD - 2X WOOD BUCK I NAIL FIN SEE GLAZING TT DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS 1 EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH i \`1 HORIZONTAL SECTION 1 4IAMB - METAL STUD 1/4' MAX. NAIL FIN SHIM SPACE 3/8" MIN. EDGE DIST. a a CONCRETE/ MASONRY BY OTHERS 11/2' MIN EMBEDMENT VERTICAL SECTION 4 SILL -2X WOOD BUCK NAIL FIN Y III *' P1 0`A-C T T ca yl dp Z 1'' yI 0 3-j vS uZa '^ NG #. SWD002 IEET: 4 OF 6 SilverUne bAlxkiben neovo•000u mE saveeurfmwoen ns oswuvrtc. w avo: off (m) -35 -MO Zm Zo K Z O00 VLL wj eli Zm LumLUhW vN m i Z W mO& cc w a x Lu or Z Y III *' P1 0`A-C T T ca yl dp Z 1'' yI 0 3-j vS uZa '^ NG #. SWD002 IEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN • ° . CONCRETE/MASONRY BY OTHERS ............. EXTERIOR FINISH i 3/4' MIN EDGE DISTANCE 2X WOOD BUCK/5TUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX CONNECTION DETAILS SHIM SPACE 4.. . ' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 11/2" MIN. DETAIL SHEET % EMBEDMENT INTERIOR 1/4' MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS O.A. EXTERIOR ( / INTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 E VERTICAL SECTION 5 HEAD -ZX WOOD BUCK IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME SEE GLAZING 5) #14 PANCAKE HEAD DETAIL, SHEET 6 SCREWS FROM STRAP TO EXTERIOR INTERIOR FRAME, HOLES PROVIOEO 1 2,0000 2.0000 ANCHOR STRAP, AT TWIN 6 vi L = nO Q V e •P• rZ W j dL TRIPLE CONFIG ONLY SEE CIA 0 500 00620-- PLAN VIEW -ANCHOR STRAP UNIT Way P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ 1/4' MAX. PERIMETER SEALANTr SHIM SPA BY OTHERS j 1 EXTERIOR FINISH \ BY OTHERS ° • 1 t/4' MIN EMBEDMENT PRECAST SILL BY OTHERS ,. 3/16" ITW TAPCON ° a INSTALLATION ANCHOR .° 1 3/4' MIN ° E06E DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME EXTERIOR CIA. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' E06E DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS CE HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MULLION yAndeFsen THROUGH FRAME 5) #14 PANCAKE HEAD WI.O•W •0•••, ow 56VEftim OYIVE SCREWS FROM STRAP TO 4 0000 4 0000 FRAME, HOLES PROVIOEO v m 2,0000 2.0000 TO ACCOMODATE #14 DIA. vi L = nO Q V e •P• rZ W j dL Z m LL w= BIW^ j;<m N W V m 0 500 00620-- aj W m pZ n W o 7 Way 0 5000 ) 2 3(2)-1 6.0000 N_ INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP MIN 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN 1-1/2" EMBEDMENT, MIN. 1' E06E DISTANCE. E4! Iii 11, m Z _j 40 % j F =2 v2 0 v 0 002 OF 6 SilverUne yAndeFsen WI.O•W •0•••, ow 56VEftim OYIVE mmm pw sw[a, w asu PH pxl.swoo v m g 0Pp Z 8 Z5 N n vi L = nO Q V e •P• rZ W j dL Z m LL w= BIW^ j;<m N W V m J a aj W m pZ n W o 7 Way CL E4! Iii 11, m Z _j 40 % j F =2 v2 0 v 0 002 OF 6 b SilverUne NOTE: b7Ant>7Ef5C11 ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. INTERIOROW Saveunf ORNE NOMM OWSWICK w riot ON (752) 435 -MO 5/8' O.A. I.G. GLASS ;! 3mo z' e \aZ dos EXTERIOR INTERIOR 5 < rac EXTERIOR INTERIOR N o v Z of y V' W L=Fo j pcw. Q MIN. GLASS vuri mo o r- Ko w ~L a SMALL' FRAME 'LARGE' FRAME BITE 1/2' Z 0 - w c Z R REINFORCING EXTERIOR REINFORCING W < SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. 1/8" SETTING BLOCK G VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL 1 c Th co J N Z < O I- ALUMINUM SASH REINFORCING NOTE, H v 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE V) m IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: ADJUSTED TO MAINTAIN t' MIN. CENTER TO CENTER H 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. O 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF SPACING SPECIFIED I5 NOT EXCEEDED. Lu r 38 X 74, (O/X). DESIGN PRESSURE •/- 50 PSF 2 BVCK MAY BE FLUSH WITH FACE OF THE BLOCK. o p38X77, (O/X), DESIGN PRESSURE •/- 35 PSF w 72 X 84, (O/X-O/X), DESIGN PRESSURE •/• 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 1/4' ITW TAPCON ANCHOR 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/•50 PSF 4' FROM CORNERS 10 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF l6' MAX. O.C. THEREAFTER4p, 11 , 2X WOOD BUCK OF SUFFICIENT /i DEPTH TO FULLY SUPPORT E C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING WINDOW FRAME •- a it BY OTHERS p ^ A. •; / IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS• 1 t/4" MLN. . : Q EMBEDMENT F 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 1 IST MIN EDGE DISTANCE fid. ••••. b 2' MIN EDGE • i DISTANCE CONCRETE/ MASONRY 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING BY OTHERS 1111111% AIC IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: m m Z j BUCK INSTALLATION DETAIL -H— z f - U.z < 14 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 3 J vI h Z 6 OF 6 3/7/2018 Florida Building Code Online Professional 1 SCIS Home 1 Log In 1 User Registration Hot Topics Submit Surcharge I Stats b Facts Publications FSC Staff SCIS Site Map Unks Search ; db a 4 r Aa JIJlo USER: Approval VSER: Public User Pi aduct auorovsl menu > Product or Anpbcatlon S.:areh > Apobtanon Usl > Application Datall 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, 01-143517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R3_M_(0) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbbl aniLF8nUuHQRApMgRc3Aa/o3d%3d 1/6 317/2018 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 Florida Building Code Online Method 1 Option D 12/13/2017 12/13/2017 12/21/2017 02/13/2018 0 0 Page l/ 2 0 0 20461.3 I c. Therma-Tru Fiber -Classic and i Smooth -Star Nominal 6'8 "Non -impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No I FL20461 U_U_(g) Inst 20461.3.odf 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 I Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any I F a _R3_U_(0) Eval 20461.3.pl( additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL20461_ _L_(e) Inst 20461.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 fP_3_8E_(g) Eval 20461.1.pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this doors, which have been stained or painted within six months of product approval requires the use of "J" part numbers for these installation.) doors, which have been stained or painted within six months of 20461.5 e. Therma-Tru Fiber -Classic and installation.) Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or 20461.2 b. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or t FL20461_RJ_L_(g) Inst 20461.5..pLf OXO configurations) Limits of Use Installation Instructions iApprovedforuseinHVHZ: No FL20461_U_U_(2) Inst 20461.2.12 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 20461.2 for Design Pressure Ratings, any FL20461_ A_() Eval 20e61.2.p& additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this Iproductapprovalrequirestheuseof "J" part numbers for these doors which have been stained or painted within six months of installation.) i 20461.3 I c. Therma-Tru Fiber -Classic and i Smooth -Star Nominal 6'8 "Non -impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No I FL20461 U_U_(g) Inst 20461.3.odf 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 I Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any I F a _R3_U_(0) Eval 20461.3.pl( additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: No FL20461_92_U_(g) Inst 20461.4.pff Approved for use outside HVHZ: Yes I 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 20461.4 for Design Pressure Ratings, any FL20461_(d) Eval 20461.4.pLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this i product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 1 20461.5 e. Therma-Tru Fiber -Classic and Nominal 70 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use i Installation Instructions Approved for use in HVHZ: No t FL20461_RJ_L_(g) Inst 20461.5..pLf haps://foridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblaniLF8nUuHC)RApMgRc3A%3d%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 "1" 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 FL20461_R3_AE_(d)Eval 20461.5.od Created by Independent Third Party: Yes 20461.6 ' f. Therma-Tru Fiber -Classic andi Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_6J_U_(S) Inst 20461.6 Qp f Approved for use outside HVHZ: Yes Venfied 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 20461.6 for Design Pressure Ratings, any FL20461_U jF_(d) Eval 20461.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this I product approval requires the use of "T' part numbers for these FL20461_U _(d) Eval 20461.10.gdf doors, which have been stained or painted within six months of i installation.) I 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; X0, OX or OXO configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461_9j_!1_(r) Inst 20461.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461_B,33 AE (d) Eval 20461.7.pS1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this I product approval requires the use of ")" part numbers for these FL20461_U _(d) Eval 20461.10.gdf doors, which have been stained or painted within six months of iInstallation.) I 20461.8 ! h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star I Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No i FL20461_g3_!)_(g) Inst 20461.8.od 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 20461.8 for Design Pressure Ratings, any i FL20461_R3_AE (d) Eval 20461.8.Ddf 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 "3" part numbers for these I doors, which have been stained or panted within six months of installation.) 20461.9 i 1. Therma-Tru Fiber -Classic and i Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass ! Smooth -Star j Single Door (Inswing/Outswing; X configuration) ! Limits of Use Installation Instructions Approved for use in HVHZ: No for HVHZ: Yes FL20461_R3_II_(g) Inst 20461.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409Approveduseoutside OXO configurations) Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any I FL20461_ jF_(d) Eval 20461.9.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this I product approval requires the use of "1" part numbers for these FL20461_U _(d) Eval 20461.10.gdf I doors, which have been stained or painted within six months of Created by Independent Third Party: Yes installation.) I 20461.10 'J. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX orfOXOconfigurations) i Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461_g,3_[j_(e) Inst 20461.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2046 1. 10 for Design Pressure Ratings, any FL20461_U _(d) Eval 20461.10.gdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this I https:gfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXC)wtDgsJ9a49YAgXJkHOuUrrg6tbblanILF8nUuHQRApMgRc3A%3d%3d 3/6 3/7/2018 Florida Building Code Online I product approval requires the use of "J" part numbers for these VOWS, wnlGn nave Veen stdrrleu VU ptn"mu wmmn wX mums u1 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 Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 i2_II_(e) Inst 20461.1 l.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, any FL20461_ &g_(q) Eval 20461.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these I doors, which have been stained or painted within six months of installation.) 20461.12 1. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star ( Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461_81_U_(g) Inst 20461.12.p,Lf 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 20461.12 for Design Pressure Ratings, any FL20461_113 AE—(!I) Eval 20461.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (inswing/Outswing; X0, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL2046 _U_Ll_(.Q) Inst 20461.1LpX 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 20461.13 for Design Pressure Ratings, any FL20461_(Q) Eval 20461.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these I doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use I Installation Instructions Approved for use In HVHZ: No FL20461_i _U_(g) Inst 20461.14.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, any FL20461_d) Eval 20461.14.Qdt additional use limitations, Installation instructions and product 8j Ag_( I Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these I i doors, which have been stained or painted within six months of i ! installation.) 20461.15 ! o. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass i Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use I Installation Instructions Approved for use in HVHZ: No + FL20461_EQ_U_(6) Inst 20461.L5.pQ Approved for use outside HVHZ: Yes , Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, any FL 4 1_R3_M_(d) Eval 20461.15.p ff ; i additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of I installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass I Smooth -Star i Double Door with or without Sidelites (Inswing/Outswing; XX haps://floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblanILFSnUuHQRApMgRc3A%3d%3d 4/6 3/7/2018 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any 461_E3_6g_(d) Sial 20461.18.pd j additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this iproductapprovalrequirestheuseof "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 1 s. Therma-Tru Fiber -Classic and j Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use or OXXO configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL2046 1_33_U_(0Inst 20461.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, any FL 0461_R3_AE (d) Eval 20461.16.pdf additional use limitations, installation instructions and product iparticulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these Created by Independent Third Party: Yes doors, which have been stained or painted within six months of installation.) i installation.) j 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswmg; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_El_Ug) Inst 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, any FL2 461_R3_M_(d) Eval 20461.1.7.p !Lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) and Transom (inswing/Outswing; O/XO, 0/OX or 0/OXO configurations) Limits of Use I Installation Instructions Approved for use in HVHZ: No FL 0461_E3_U_(g) Inst 20461.18.oQ Approved for use outside HVHZ: Yes Venfied By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any 461_E3_6g_(d) Sial 20461.18.pd j additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this iproductapprovalrequirestheuseof "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 1 s. Therma-Tru Fiber -Classic and j Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461_R_(j_(g) Inst 20461.19.12df j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any L2046 _U_A&g_(d) Eval 20461.19.pf j additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this I 1 product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of i installation.) j 20461.20 I t. Therma-Tru Fiber -Classic and 'Nominal 8'0 'Non -Impact" Opaque Composite Edge Fiberglass 1 Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or 1 OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: NoLF 20461_U_U_(g) Inst 20461.20,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461_E3_g_(d) Eval 20461.20.q_ 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of i installation.) Go to Page 9acv NUR[ 0 0 Pagel/20 0 https:llloridabuilding.orglpr/pr app_Otl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblanILF8nUuHORApMgRc3A%3d%3d 5/6 9/9 p£e/ap£e/dd£oUBVgdVdOHnnu8dllUelggl9bjjnnOHMrXBVk6Ve6fsbCllmt)Xn3IDm=weiedZxdse•l1P dde jdpd/6io•6u!plingepuo6//:sd114 ales paao upajo 1 00= s3da3ay lewo,ddy lanpo,d 75701 app aseald SSt•,a1de43 ,apun aasuaa!1 a 9,e noA it ounu,alop of '34gnd 041 of 9lgellene spew aq ue1 014m ssa,ppe liewa ue 41un luawl,edap a41 3pmo,d aseald 'ssa,ppe leuos,ad a Alddns 01 4slM Jou op noA II •p,oaa, 3pgnd Die sassa,ppe Ilewa ,ananwN 'aasua111 941 tnom uoitolunwwo7 lepJlo ,ot pasn aq Aew POPlno,d speul3 341 'auo ane4 Aa41 1! ssa,ppe I!ew3 ue 411- wawUedao a41 aplAo,d lsnw 'S'i 'SSa,alde43 ,spun pasuaag saasuaall 'Z IOZ 'I ,ago110 anll7aya 'salnw"S epl+oli •( I )SLZ'SSo u0111as 01 wens,nd. 'S6f t'LeVOSS Ue1uo1 aseald •suogsanll Aue ane4 noA 11 'pew leuonopen Aq ,0 3u04d Aq 32gjo a43 miuw 'pealsul 'Alnua s!41 M pew oluo,pap puss lou op'lsanoa, sp,o»,-39gnd 9 a1 asuodsa, ul paseala, ssa,ppe pew-a,noA lue,n lou op aoA Jt •spmai 141gnd a,e sassa,ppe llewa',nel epuoli,apun uawale u :: u w A ipq. s 1e :. uawal ni :: ep! oV )o ale15 1 •L Z 146NAao3 •,aAoldwo 033/d1/ ue s! epuoli to ale1S a41 6 •L d• •au d i 1 :: u0 awlup opo0 6wplln8 epuolj 9LOZ/L/£ 4 • . . R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valnco, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Centftcate orAuthorilation No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419-298-1740 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of drawing FL -20461.1 require further engineering analysis by a licensed engineer or registered architect. 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6. See drawing FL -20461.1 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330(02), ASTM E331(00) TEL 01461573 ASTM E330-02 & ASTM E331-00 2. Drawing No. Prepared by No. FL -20461.1 RW Building Consultants, Inc. (CA 99813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab..lnc. Signed by V.K. Wright V.K. Wright Signed & Sealed b Lyndon F. Schmidt, P.E. Siqned & Sealed by Lyndon F. Schmidt, P.E. 011521111 H r.."I feMZ ., 00 cENs T No 43409 do O• ;CC= 0's STATE OF c O q 1 P 1 6NA1.E.` Lyndon F. Schmidt, P.E. FL PE No. 43409 12(7/2017 THERMANTRUDOORS' Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INS WING/OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Budding Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone- (HVHZ). 2. Product anchors shad be as fisted and spaced as shown on detail. Arschor embedment to base material shod be beyond wad dressing or stucco. 3. For 2x stud framing construction. anchoring of these units stall be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering arK44s; by a licensed engineer or registered architect. S. Fiber-Clossic & Smooth•Stor Door poneb requke the use of -t part numbers and must be stained or painted within sic months of installation. F_ TABLE OF CONTENTS 37.75' MPJ( OA. r FRAME WIDTH I Z = o= m X o00 w See Sheet 3 for Hardware Specifications wrr en JK arc er LFS FL -20461.1 V 1 OF y DESIGN PRESSURE (PSD DESIGN PRESSURE (PSF) CONFIGURAnON TOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch a Deadbott 70.0 -75.0 +67.0 -67.0 x Multipoint 80.0 -80.0 1 +80.0 -80.0 See Sheet 3 for Hardware Specifications wrr en JK arc er LFS FL -20461.1 V 1 OF y EXTERIOR oz — 1.198' 875' rox IL COMPOSITE " -, CAP INTERIOR LOCK BLOCK STILE COMPOSITE STILE (12,TLONG LVL) (ENGINEERED WOOD) CAP (ENGINEERED WOOD) HORIZONTAL CROSS SEMN 360 MAX. DOOR PANEL WIDTH 2 ® ® v tE w 1 00 0x 0001 ?AMffift409DOOR SWOOK 35.813* MAX. DOOR PANEL WIDTH 13 2 ® ® v W 10clT cl; DOOR IIA.INIIL 041Hybrid0m 0.406 EXTERIOR 1.198• 1.19T 1.875"- 0AW z COMPOSITE CAP MPOSITE HINGE STILE INTERIOR CAp (ENGINEERED WOOD) (12.5' LONG WOOD) (ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 35.813,MAX. DOOR PANEL WIDTH 14 lw 3 [3 1 du X— —T @pDU,O%OR PANEL 42 Ul ow TOP RAIL COMPOSITEIENGNEERED W INTERIOR EXTERIOR INTERIOR EXTERIOR Ir FIBERGLASS SKIN O.OrX THK) BOTTOM RAIL COMP-) F--1.71• 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION IMAM N.T.S. IM& W. JK lcw Vt. U's FL -20461.1 rr _2 orI L WOOD) FOAM CORE POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR Ir FIBERGLASS SKIN O.OrX THK) BOTTOM RAIL COMP-) F--1.71• 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION IMAM N.T.S. IM& W. JK lcw Vt. U's FL -20461.1 rr _2 orIL SEE HARDWARE CHART fj IMI III - F1 111111 111 111 I I u l I - 1 = SMI oft 11M t. Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET OEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT: MPDGART THERMA-TRU) V 3 pt. Manual Tongue) fj IMI III - F1 111111 111 111 I I u l I - 1 = SMI oft 11M t. Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. I orc. owl" JK ax o FL -20461.1 XT _i OF y. 1 Em 3 81Z0 V s soLn manl° Z I orc. owl" JK ax o FL -20461.1 XT _i OF y. A 11111111111/j/ 40 y g 1111 1.1 111111` Z ' m d z C u$ V S con maaL d 3a 40 41 42 7 1 cYi rm EXTERIOR INTERIOR o M 1.15•MIN. iy(r IS Z 1 VERTICAL CROSS SECTION EMS. VYP') E 4 shown w/ 2x Buck E N Oulswing shown (lnsw tng slmbor) rkn BC g of o =oma U 4 L C '• a x x0.15•C -SINK •' TMP) 0.15 ( rYP)yp) s • L mym4 GG 6 7 ZoW 0 INTERIOR INTERIOR a N W ke U Z a EXTERIOR D(TERIOR a 23 24 N ' i 40 41 42 40 41 42 27 arc 5126116 iI-1/1'MIN. 2/4•MIN. 9 1 1-I W^t N.T.S. ° i EMS. (TYP.) EMB. (TYP.) MO. or. X a 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION a•c ST. l.FS 4 Sown w/ 2x DUCK 4 Shown w/ 2x buck aa•ac •o- Ouhwing shown (lnsw hV slmlaij Oulswing shown (Inswing slrn0ar) u FL -20461.1 0 saEr 4 or 11 N 1111111111ffff J' Jas i of ^ z ff 11111 N ^ I X Buck to be secured toC o rrlosorvy by others Y r ° CqX •' QxgEa i m cu 5 Qa. Y m LL (L 1 40 41 42 1 4 . z 7 1 d 12EXTERIORINTERIOR Um CX 1 VERTICAL CROSS SECTION S Shownw/ I X su" uckH die Outswing shown pmwi18 hoar) E A E m 2WNN C O 2'. 1 d v o• a J 0y o o u O ^ Il 7 o io rnZ G INTERIOR INTERIOR G 5 a ° ac o H L EXTERIOR O(IERIOR h ^ O a 2324 40 41 42 40 41 42 27 A N o o Z uI•I/P MIN. 29 1 I-1/PMIN. arE 5 26 I6 iEMB. PYP.) EMB. PP.) saus N. i.5. 5 owc. or. JK a 2 HORRONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION aK. Ill. t.FS ; ownw I A SUD4MKS Outswing shown )Inswing sinolar) S Outswing shown ( wbV moo) opwm No, a FL-20461 I a s,w 5 or I1 0 N EXTERIOR JI- MERIOR I VERTICAL CROSS SECTION 6 a nitlrtw/ 4.911 Jamb EMB. (rYP.j E it. EMBOR DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = 155 PSF w/ SECURITY STRIKE = t 65 PSF 2 C in NryrnZ a a oe s I4 N a M M EXTERIOR-%\— Uff9tgR 4 VERTICAL CROSS SECTION 6 tswir. W / 6M9% i6Ylamb Is M". EVERIOR J 1 1 1a ru o 1.1/4'MIN. 1.1/1'MIN. M v yC Z ZU 8C WH29og au: 5 4 m 6 LL4 EVERIOR J 1 1 1a Z 1.1/4'MIN. 1.1/1'MIN. M I.1/4'MIN. au: 5 26116 EMB. (TYP.) M. PYP.) EMB. PYP.1 AMSCN.T.S. 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION JK ax LfStiShownto ti Shown Direct to Mcwruy 6 Shown Dtrect to Malo Yjamb 6 Shown Direct to MasorvY Outswing oNy w/ 6 9/ I6 jamb swing oNy / 6.9/(6 jamb auFLOutswingonlyw/ 4-9/16 jamb Outswing only w/ 4-9/16 FL -20461.12 sir -L a,. L r Note:: I. SOI Item N's 17, 18.3234.35.36.37, 38 6 39 are attached to jambs w/ (3) 88 X 2-1/7 pfh screws at each end. SIO Item ft's I6 3 33 are attached to lambs w/ (2) 08 X 2-1 /T pfh screws at each end. SID Item N 15 is attached to jambs vWm* p (2) I10 X T pph SKIS at each end. SEE NOTE I EXTERIOR INTERIOR SEE NOTE I EXTERIOR O 1 VERTICAL CROSS SECTION 7 Nswkv SOI INTERIOR O 3 VERTICAL CROSS SEMN 7 OutswirV Still EXTERIOR SEE NOTE 1 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 7 U wI.Q so INTERIOR e 4 VERTICAL CROSS SECTION 7 Public Access Sig t 1 pi UN:Yj i*: QZ= gym oo m d L pi i Now oo m d OZ z Zu VE 9 H RsO44m m LL d 44 en A m c er LFS XM Mo.: FL -20461.1 c XT 7 Yr 11 G 2X BUCK MASONRY TYP.I ..., _........................ All 3) PFN # 80-1 ''''' 1/1 11pi 11 zd.d JAMB TO HEAD DETAIL \ o N •: RYPI \- Em i m ou mc; s S cZE 4' (IYP.I — ski a fzg a D sX BUCK >; d m HEAD d JAMBS t' J I X BUCK ryP') BUCKM DIRECT TO u N MASONRY g m 80 PSF MAX FRAME HW&JAMB$ a SPI >;m 0 — o 1- N 2X BUCK ANCHORING FRAME ANCHORING LL N.T.S. er JK m en LFS 3 Wm ID.: R FL -20461.1 c a n 8 a 11 111111111/II/ S` -A i m , k, i * HFozz p 0 O j O11 i' d o 2X BUCK 28 Q Q ''' ll • . . • r a SEE HINGE _ _ / 1 111 0 m ZIXBUCKGDETAIL (1YP.1 \ a r DIRECT TO M 26 \` E a i 8 Z u MASONRY I VVv g 9 0 o a ma:a 2X BUCK 2$ >; li = cc I X BUCK G ^ SEE TONGUE sW ( 27 = 222X555 d STRIKE DETAIL = 2X BUCK 8 0 7 DIRECT TO M o (ypJ t3In IX BUCK GMASONRY j <'. O ^. m IATT:HtOEAD/OLTDETAII DIRECT TO MASONRY M 31 KwBoet SEE LATCH / TONGUE STARE DETAIL I k2X OLT BUCK aFADDETAIELOIT SEE LATCH N o tXBUCK GrPLATE a DETAIL 11 I o MASONRY MIKE a 28 BUCK 8 IXBUCK G STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT T Y M o 2X BUCK 45 latch and DeadboR Multipoint Lock < ON In 1 x BUCK G 27 s - DIRECT TO a ° MASONRY L 2X BUCK LATCH t DEADBOLT DETAIL LATCH t DEADIOLT DETAIL 8B 29 G 1 X BUCK Md#point Lock U a u kNo9e M OIRECTTO MASONRY MULTIPOINT LOCK STRIKE DETAILS = LATCH & DEADBOLT STRIKE DETAILS DIRECT TO Standard Deadbolt Strike Plate) M MASONRY 24 •- 23 0z a—Z u DE 5126116 i mK DEADBOLT STRIKE DETAILS HINGE DETAIL mm N.T.S.N9 Dwen JK 5 Secutity Deadbolt Strike Plate) ox Or. tF 3 DRWM Nov a F1-20461.1 0 sa[x 9 a D 7.59' 7.Y 4[ Ile 2.36- g2 Inswing Basic Po ed l -I/1 S® WOOD JAMS \ v u i 1 z m d truwkg Basic Composite Adjustable Sal 7-I /2' 1 \ V. — Em z 'o0 C*,W, loc 4.56'5.83, 0 INSWING INSWING THRESHOLD 36THRESHOLD Im-- 9 2C2 =-. M, H 111 H0 L D trawing ,.-,—Si*kLwAngCaTc*siteAdWcbfeSl 5.77 4.54r wMg -oid=r-TteoCal-ronote $11 -W INSWINGGo-sTi. =Composle Adjustable W 17 OUFSWIMG THRESHOLD@- Ca. un-nqvlo.ws!ite:,IAHI—kln. l!*.Hvj,Omfs.I z z CR 5.75" E Wwkg Moderate Cimale 5R qM G THUS C.Z,e I Aluminum SR vs Phwnid Bmkl 11-0 ua CAM 5126116 N.T.5 117M, owm or. JK' 0 2,W —4 1 CJIL Or. LFS kowwtg Basic FaW 5.3/,rSM o SWEE/ SWEEP SWEEP CROM No.: C; FL -20461.1_1! ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMEM BILL OF MATERIALS TO ADJACENT BILL OF MATERIALS ANCHOR REM R OESCdPRON MATERIAL REM 1 DESCdfR1pN MATEdAI 1•.'••• hOS A 1 X BUCK (SG >= 0.42) W000 25 8x2 -I /7' PFH W000 SCREW STEEL uVi'i $ r'0=. B C 2X BUCK (SG >= 0.42) 1 /4"MAX. SHIM SPACE WOOD 26 27 8 x 5/8" PFH WOOD SCREW LATCH STRIKE PLATE STEEL STEEL 1.1/1' 6w D 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL y r ^ MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 288 DEADBOLT STRIKE PLATE (SECURITY) STEEL p 0 U ox •• G 3/16' X3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL V 5 E Z aZU 1J1/4- X3.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP 9m. SRc°a L 10 X 2-1 /7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16"X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP i N 3/I b" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP o° i 1 JAMB (FINGER JOINT PINE) W000 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP WOOD SCREW STEEL 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP o 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALU 3 1 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) m o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) y 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U I) c m 18 OUTSWING THRESHOLD ALUM/COMP o I 22 8 x 3/4" PFH WOOD SCREW STEEL 23 # 10 x 3/4"PFH WOOD SCREW STEEL 24 10 x I" PFH o io sN Z CONCRETE ANCHOR NOTES:in 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge datonce to mortarjolnls. 2. Concrete locotions MAX. QanchornotedasONCENTER" must be adjusted to maintain the min. edge distance to mortarjdnh, additional concrete anchors I" moy be required to ensure the MAX. ON CENTER dmension are roof exceeded. w c 3. Concrete anchor table: tv a n— z u X526 16 E srxc N.T.S. i owo : JK o soot m LFS ; WOOD SCREW INSTALLATION NOTES: CROM ra: Iz a 1. Maintain a minimum 5/r edge distance, I• end distance, & 1• o.c. spacing of FL -20461.1 c wood screws to prevent the sphthng of wood. SMEE7 1 r Q ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMEM TO MASONRY TO ADJACENT EDGE ANCHOR 1TYV TAICON 1/4- T•1/• r e• ELCO ULTRACON 1/d' 1.1/4• 1' d' ITW o J/16• 1.1/1' AS SHOWN 1.1%2• TA CON WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMEM TO MASONRY TO ADJACENT EDGE ANCHOR 1TYV TAICON 1/4- T•1/• r e• ELCO ULTRACON 1/d' 1.1/4• 1' d' ITW o J/16• 1.1/1' AS SHOWN 1.1%2• TA CON 0111111111rr,, THERMANTRUbj_.s.- In DOORS o Fiber-Classic,. & Smooth-Star. _ n BR Z FRAME WIDTH sgE z m° 37.75' MAK ° v COMPOSITE EDGE = 9# g maa OPAQUE FIBERGLASS SINGLE DOOR ` oW INSWING/OUTSWING ® ® a NON-IMPACT' 0 O i YO35 p 2 W j N { I GENERAL NOTES to ° n W e ' c 1. This product has been evaluated and Is In compliance with the 6th Editionx O i a 20 17) Florida Building Code (FBC) structural requirements excluding the'High & a Velocity Hurricane Zone- (HVHZ). 2. Product anchors shag be as fisted arid spaced as shown on detags. Anchor embedment to base material shag be beyond wall dressing or stucco. Ci p 3. For 2s stud fronting construction, anchoring of these units stat be the some as c that shown for Zx buck masonry construction. rn 4. Site conditions that deviate from the deta3s of this drawing require further n c engineering analysis by a licensed engineer or registered architect a rn m S. Fber-Clossic S Smooth-Star Door panels requle the use of *Jr part W numbers and must be stained or painted within stK months of installation. o W W o TABLE OF CONIEMS HMI DESCRI/IION 1 Typical Elevo Pressures tl General Notes 2 Door Panel Detailso 3 Elevation*1 z u 4 Horizontal d Vert sections 2X Buc S tal a vesical Goss Ix Buc sun 5126116 6 hal & V c ns Died to WALL N.T.S. 7 vertical Goss Sect oNa er. JK o B Buck & Frame Anc cm w: LFS 3 9 Hardware Detain See Sheet 3 for Hardware Specifications DROW ND: rc to components ° 11 Bit of Materials FL-20461.6 0 sKW 1 a 11 N 0 LOCK DESIGN PRESSURE (PSq DESIGN PRESSURE (ISf) CONHGURAl10N HARDWARE LOCK INSWING OUTS WING CENIERIINE HARDWARE POSRIVE NEGATIVE POSRIVE NEGATIVE X 5.1/2" Latch a DeadboM 160.0 -67.0 60.0 -60.0 x T 2" Latch i DeadboM 67.0 -67.0 67.0 -67.0 X N/A Multipoint Q,Q -$Q,Q t$Q,Q -$Q,Q cB S(TERIOR ORRIOR 4 0.51 3.6* 0.51 0.4w — 0, 0.7" AW 00.71 16, 0 oo OW" J COMPOS CAP ' COMPOSITE CAP COMPOSITE HINGE STILE LOCK STILE COMPOSITE HINGE STILE LOCK STILE CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) (ENGINEERED WOOD) INTERIOR S 2 co a. a. Lo 0 zHoRizomrALCROSSSECTION1' HORIZONTAL CROSS SEMN v t TOP RAIL COMPOSITENNGINEERED WOOD) 36.17 MAX. 35.813' MAX. 35.817 MAX. L] DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH M 0 2 FOAM CORE POLYURETHANE - 1.9 PCF MIH.) INTERIOR EXTERIOR INTERIOR IDRFJORV) WEcdad rn z z cd N7 z v ckd0 0 0 FIBERGLASS SKIN k0 I ' wo 0.087 THK.) I 0 00 0 O--- 0 BOTTOM RAIL lCOMP.1 wolz u rFVEIMCAL CROSS SECTION 4—'\ VERTICAL CROSS SECTION 5126116 a -L- N.T.S. DIM or. JK 2 cim or. LFS OPANM NO—. O_D=WR PANEL r,—.\,DOOR PANEL@!0050R PANEL —20461.640 OFANEL FIL BOOK 41 Hvtdd Door \zv ul Door 111111111 /!!! r yy yy 1t i h 4r,AJS 6 gym`•: i `4'p p C V n Z n g` 9m`a 5621 VVV • m dad I liECZO d HARDWARE TABLE MANUFACTURER MODEL2 oc 6 KNOB: 1`511S1`511 i J F rE 3 3 3 DEAo80lT: SIGNATURE SERIES (180) 4 5 6 HOPPE MUl11POINT:MPOGART 0l G W v I g SEE HARDWARE j c CHART c F : N 2 N r 2 W Jam 99 0 1 777 n • vt a N Z U aa, 5 26 16 i Fiber-Classic/Smooth-Star Door Panel Options wAL N.T.S. Products approved include, al embossed panel doom and 2 panel recessed panel doors. Vam or JK m Similar maropaquepanelconfigurationsareallowed. aLFS 3 Panels shown are for austrotion and are representative only. °ROM NOu 0 F1-20461.6 c sHrsr 3 or I O SCHIAGE oEAowlr: eso KWtKSEi KNOB: SIGNATURE SERIES THERMA•TRU) S pt. Manual Tongue) 1111111j I 079 np 01% OO p • • Yy YSS\// Z p m pi R` ZB zrd o m o 0 U N ••Z C C Ym Ea i oZu OIL Y mangy c 4 G O Z Cti 40 41 42 7 1U m EXTERIOR INTERIOR ck:o I.ISMIN. v i5 m a.p1VERTICALCROSSSECTION18RYPdWHZW E 4 Shawn w/ 2X Buck E Outswing shown (Inswing similar) B 6 IC U a L C n• L a Y sc0.15' C-SINKrINP) 0.1 S C -SINK TMP) L a I e( c D , e . D N2N a.. 6 7 TWO N W N o INIERKA INTERIOR a. • s mWONFO K O(jj O iil i a W H Q t EXTERIOR EXTERIOR c a 23 24 0 40 41 42 40 41 42 27 u h' 5126116 z1.1/0"MIN. l 2MIN. 9 1 1-1/4" WAL N T.S. ° EMB. (fYP.) EMB. (TYP.) ora. er JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECnON cm m LFS 3 Shown w/ 2X Buck 4 own w (Bu c un.wac No. Oulswing shown (Inswing strrlaor) Ouhswing shown (Inswing sinft) m FL -20461.6 a sn[cr 4 or 11 0 f III111111 HidEgF ^ A 1 X Buck to be secured to C On a0 z masonry by others V S o x z' { z09 W9odyn7CCmm 40 41 42 4 40 z 7 1 gEg 8 3a EXTERIOR INTERIOR m rc 1 VERTICAL CROSS SECTION 5hown w/ I X sub-buck Ouhwing shown (Inswing shnBor) wa A 7 Nv, E C Em a c = C v. L U i 4 a • a 1 0• jo p F n LY 7 N 2 N G • INFERIOR INTERIOR G W Wnc Z_ V) W V ONOO O W O gol z 23 24 EXTERIOR EXTERIOR o n a c a 40 41 42 40 41 42 27 A MIN. 29 1 5126116 z u arc 5 26 16 iEMB. (TYP.) EMS. EMB. uxc N.T.S. a arc er. JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION aK BY: LFS 3 aSOutwsshownmm" sirniar) SUD-DUCKS OulswM shown ( luc: oa.rW w, FL-20461.6 u SHM 5 Of 11 a 0 EXTERIOR W INTERIOR 1 VERTICAL CROSS SECTION b SOululswing onllylw/4-9116jamb lall 1(Mla 1-1/PAIN. a EAB. (IYP.) EXTERIOR DIRECT TO MASONRY MAX. -DESIGN PRESSURE: w/ STANDARD STRIKE = t 47 PSF w/ SECURITY STRIKE = t 55 PSF r tM 0 a I-I/P MIN. EMB. PYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to MosorvY 6 Shown Direct to MosorvyOuhwingonlyw/4-9/16 jamb OuhvhV only w/ 4.9/16 jamb Is MAX. EXTERIOR L'/////J WfglgR 4 J VEf1YCRfl/CCIA"L CROSS SECTION 1!1/ Oulswing only w/ 6 Tomb J - Direct jamb INTERIOR J1 EXIOtlOR \Z/ I Ir 1-R91 M 1-1/4'AIN. aac 5126116 EMB. (TYP.) WAL N.T.S. 6 HORIZONTAL CROSS SECTION — n: JK 6 Shown Direct to Mosonri aac w: LFS Outswing ony w/ 6.9/ 16 jamb o,,,,, M 10. FL -20461.6 T a1l Notes: I. Sm Item It's 17, 18.32.34.35,36.37.38&39 are attached to jambs w/ 131 ft8 X 2.1/7 pfh screws at each end. SSI Item N's 16 & 33 are attached to Iambs w/ (2) #8 X 2-1/2' pfh screws at each end. SSI Item ff 15 Is attached to lambs utSmng 121 i 10 X 7 pph SMS at each end. INTERIOR SEE NOTE 1 EXTERIOR 1 VERTICAL CROSS SECTION 7 lr ing So EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing S13 INTERIOR EXTERIOR 41 42 q 33 34 35 M 37 SEE NOTE 1 E O 2 VERTICAL CROSS SECTION 7 M.,U g SSI EXTERIOR SEE NOTE I INTERIOR e O N _ O e • ' a>f 5126116 Sus N.T.S. am Fe. JK oa Im LFS 4 VERTICAL CROSS SEMN COPMWHL o 1D- 7 pubr.Access SS FL -20461.6 sse> 7 a 11 1, Q. X. o m j/j,;, v)n OR a0 8 Zo i $=u mangy• J 4 INTERIOR e O N _ O e • ' a>f 5126116 Sus N.T.S. am Fe. JK oa Im LFS 4 VERTICAL CROSS SEMN COPMWHL o 1D- 7 pubr.Access SS FL -20461.6 sse> 7 a 11 1, 3111180-117PIE PFH WS ''Trl 1111 Z" o JAMB TO HEAD DETAIL PYP) 9o=d maaL i 144- PYP.) 4• PYP I a 8cr UZ O L 2X BUCK HEAD 3 JAMBS HEAD & JAMBS I YP•1 IT'P•1 BUCK J IX BUCK m 2X BUCK 2X BUCK M DIRECT TO o N MASONRY m FRAMER. HEAD & J AJNBS a fTYP.I 50 PSF MAX 70 PSF MAX d tlG o d MASONRY TYP') 2X BUCK ANCHORING MASONRY PYP-) .... as W LF$ 13 omm FL -204616 a sin L or 11 OVF c a sm n a a N Z lu WE 5126116 i FRAME ANCHORING SOOLL, N.T.S. Aomet: JK as W LF$ 13 omm FL -204616 a sin L or 11 111111111//j m SEE HINGE H O O %• i @: G= ^o DETAIL (TYP.) m = %•., 61` u o on 28 1z, 2x BUCK L a o i Ix BUCK•Zi DIRECT MASONRYRY26 -: 08 a° SEE TONGUE = , p o a n L, s O b $ SII5KE DETAIL _a. 121 C z' 2X UCK 25 G —" E ' IXSUCK G 27 $ $ 6. DIRECT TO M MASONRY 'g pp m pp LATCH i DEA DETAIL ' m 8 ? 8 Cc Kw83et 2X BUCK LI SEE LATCH J W aDEADEOLT IXSUCK G DEWLSffIATCII "• —o OIRECTTO Mm a OEADEOU o sEE LATCH MASONRYoDED8 31 ? o 2X BUCK L A DETAIL g+, 0 Ix BUCK G 8 1 DIRECT TO M II.. TONGUE STRIKE DETAIL MtAtipoint Lock MASONRY SUB STRIKE PLATE ( m Ci F 4 28 8 STRIKE JAMB STRIKE JAMB HINGE JAMB STRIKE JAMB r z a to Latch and Deadball Latch and Deadbolt Multipoint Lock 2X BUCK L 22S•I/IONCEIIEI I70NCENIEt IXBUCK „ NG o c 2X BUCK 25DIRECT TOcr10 E IX BUCK G a 2X BUCK MASONRY M 6 2 30 DIRECT TO 27 8 29 MASONRY M G IX BUCK i u M OIRECTTOREC LATCH i DEADBOLT DETAIL M DIM NRY • MASONRY LATCH i DEADSOLT DETAIL , a Schloge Lockc ^ o e 24 23 N - Z 8 CAM N. NLATCH & DEADSOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS SM 5 16 Z r.s. Security Deodbolt Strike Plate) m m JK m' HINGE DETAIL CWL m VS 3 DIWMf N0. ci FL-20461.6 ° 0 au' JL or 11 O 4,W 33 INSWING 5.7.7 hmArsp Moderate Cimate Si 13/6 q=G R11HOID Moderate Cate M qTHRESHOLDR0D= 1IC=5"r S a 37 INSWING THO Isnwissp Busk —TR . d ITrr S0 IN A.. Z' Q. S, 4.56'- z 4.W 2.36- INSWING YTHRESHOLDWOOD JAMf 38 k-VbV Composite Adjusk"o Sl 5.&r 5.77" b. 39 INSWING Basic —composite AdMtoble SM eoaposlle Sm @ INSWING A CW 0 43 tA a S7 7-I? 6.T C. - T 15 MKAC-9ESS THRESHOLD 4 P9,90. _mFloo— OUISWING THRESHOLD 17 Composite Msrtdrrun 5t OUISWING IM HOID composite I AWminurn Sal M-Tndefec*l E ; 9;1 A I FL -204611.6 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY i0 ADJACENT' EDGE ANCHOR 1Tw • T/• T -T/4• r e• TAPCON BILL OF MATERIALS BILL OF MATERIALS UITRACON REM DESCRR'110N 1 X BUCK (SG >= 0.42) MATERIAL WOOD REM / 25 OESCdPRON 8 x 2-1 /7' PFH WOOD SCREW MATERIAL STEEL r, inm 1-1/r TAPCON fin B 2X BUCK (SG >= 0.42) WOOD 26 8 x 518" PFH WOOD SCREW STEEL C I /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL of ^ 0 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 OEADBOLT STRIKE PLATE (STANDARD) STEEL 15 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL l 111{ E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B OEADBOLT STRIKE PLATE (SECURITY) STEEL v, Ug;. 6 0),,..7- 4K N •• Z• Z UG3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4• HINGE STEEL Rj C E m J 1 /4" X 3-3/4" PFH ELCO OR RVd CONCRETE SCREW STEEL 30 LATCH 8 DEAOBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP H ;`sdg L 10 X 2-1 /7' PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP maa M 3/16" X 2-1/4" (TWT CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP 0 o N 3/16" X 2-3/4" RW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP g ` Z 8 W3d 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP o Cc 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) a W 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) G o 6j oFZ i O`er Nz viOCONCRETEANCHORNOTES: J 8 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a 5 edge distance to mortarldnts. o ur 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. c d 3. Concrete anchor table: b n o F o_ i N Z 0 wL-5126116 zELCO N.T.S. • i urn. tlr JK • au. tin LFS 3 WOOD SCREW INSTALLATION NOTES: NO- a 0 1. Maintain a minimum S/6" edge distance, 1' end distance, S 1"o.c. spacing of F L 20461.6 c wood screws to prevent the splitting of wood. s I OF G ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY i0 ADJACENT' EDGE ANCHOR 1Tw • T/• T -T/4• r e• TAPCON UITRACON 1TW 3/16• 1.1/4• AS SHOWN 1-1/r TAPCON 18 22 23 24 OUTSWING THRESHOLD 8 x 3/4"PFH W000 SCREW 10 x 3/4"PFH WOOD SCREW 10 x 1" PFH WOOD SCREW ALUM/COMP STEEL STEEL STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY i0 ADJACENT' EDGE ANCHOR 1Tw • T/• T -T/4• r e• TAPCON UITRACON 1TW 3/16• 1.1/4• AS SHOWN 1-1/r TAPCON Prepared by and Return to: JOHN KINGMAN KEATING Town Square Tide, lid. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32801 Telephone: 407.422-2234 NOC18311 aECOROM N FORMATION ABOW THIS Z INE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30.520-0000-0310 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real properly, and accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 31, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4614 Tampico Way, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements, 3. Owner/Lessee: (a) Name and Address: Wakley Homes, LLC, a Delaware limited liability company 1111 N. Post Expiration Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fa Simple Owner (if different than 4(a)): e ontractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. amonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 urety (if applicable, a copy of the payment bond is attached): (a) Name and Address. N/A (b) Phone Number: N/A mount of Bond: N/A ender. (a) Name ttnd Address: N/A; (b) Phone Number NIA ersons within the State of Florida designated by Owner upon whom notices or other documents may be served as ided b Section 713.13(1 a)7, FloHdo Srarares : s Name and Address: N/A )Phone Number N/A n addition to Owner, Owner designates the following persona) a receive a copy of the Lienor's Naive as provided in ton 713.130)(b), Florida S/aiwes: a Name and Address: N/A; (b) Phone Number N/A date of Notice of Commencement (the expiration date may not be before the completion of conswction and payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury. I declare that I have read the foregoing and that the facts stated an true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Dc ware ted liability company By: John Kingman Keging. s thorimd Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY. as an officer duly authorized to take ackrtowkedgmems and oaths in the State and County aforesaid, that at the execution of this instrument on the date sec fords below. Juba Kingsman Keating personally appeared before me as Autborized Agent of Walley Homes. LLC a De ware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. 1 HEREBY R CERTIFY, that J hn Kinlgmao Keating, is/are the same person(s) either executing or acknowledging execution of the r Ing irutrument because: l personally know bim/her/them OR _I have satisfactory evidence of same based a 'driver's license or Other identification: WITNESS my ¢ n a ,seal in the,Suue and County aforesaid this 3rd day of April, 2018. a 80DRAGREER Cwnmtsabn I GG 123703 a ExOr"Sephmbata.Mto 7or r. aawerWamy werySrMvs GRANT MALOY. CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S 8 2018038990 BK 9107 P9 1918. (1p9) E -RECORDED 04/11/2018 08 22:43 AM 1000 r 4AR 2 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Documented Construction Value: S. 22.17-06• Job Address: lot Historic District: Yes No Qff Parcel ID: -Z 0 - LX(JO Residential V Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: '4PXK) IP-it-tt,E: 'fi4wu-l. ' '1LsXQWC F . Plan Review Contact Person:-T•CkPC1 1 Title: wvlT j 1tAw<TR1L? Phone: (401 SICS• 5B2f-"')1G Fax: Email-n-01C-I-EV A11 CC*4 Property Owner Information Name C 1 C) -Q N „ ac, L—L4 Phone: -113 "31k0'33QG7 Street: 1,1 t4, P5T L-lA1C_OnD Resident of property? City, State Zip:Oc%)S'IOI.St, 2VL "Yltss: Contractor Information Name ?D\Jr--:)17171FF1 Phone: /407- `8uG-SzM Jl !• rR • i City, State Zip: RC.T1At.1C -Off Q;:R g> VL n' 11 State License No.: C..0 51IR 3R1 Arch itecVEngineer Information Name: I-•IIwTP tfah %%T )Nk--i Phone: IQ 1-i Street: LCWW.}¢E tJ C 1 j",ZJL.UO IZ—Air i -VON Far: 1-10-1 - (p31 -19W City, St, Zip: cAt€- A1Ia A. R- 51-,?gt-P E-mail: QQMIi-1 ANl'k-rr-rcv..151)1,T11-((,tS} Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COivIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPRONTaMEYTS TO YOUR PROPERTY. A NOTICE OF CO INItXIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 5'" Edition (2014) Florida Building Code Reviwd: hine 30.2015 Permit Application a NOTIC : In addition to the requ:reneats of this permit, there may be additions! restrictions applicable to this propeC.y Chau may be fotund in the public rccortls of this count', and there may be addition--' pe^,niis required L-om other gova-mmental entit-'cs such as water maragerr.en-. districts, state agencies, or fee'.sral agencies. Acceptance e_`perm:t is veri5catior. that I will debit' the owner of ft property of the requiremen-s of Florida Lien Law, FS 713. The City of Sanford requires payment of it plan review fee at the time of pear -.it sutvniU. I. A copy of the executed contract is regeired in order to calculate a plan review charge and will' be considered fie mdmattd cz=ruction value of the job at the :im: of submittal. The actua: constriction value will be figured based on the current ICC Valuation Table in effect at the time the per. -nit is issued, in accord> -w-- with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your ponnit fees when the permit is lsssed. OWNSR'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all world will be done In compliance with all applicable laws regulating construction and zoning. 3.2Cm.1$ •ZCa•I Si traeof .> t Date S' eo:C Dei P sr7J ent'a ?len RACHEL BLACKWELL i a "o ••. 4; RAC LACKWELL Notary Public - Slate of Florida ? Notary Public - State of Florida My Comm. Expires Jan 12, 2018 ., My Comm. Expires Jan 12, 2018 Commission # FF 062350 %; an- Commission +e FF 0¢23;10 lip W Rpffl Me or son v ow to tic or Type of ID Produced ID - Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building @ Electrical®' Mechanical[' Piumbing® Gas[] Roof Construction Type: \/g Occupancy Use: 2 "3 Flood Zone: YC - 5-e / A 44a, c c-cvt' Total Sq Ft of Bldg: 2. 1 S t4_ Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps J SZ Plumbing - # of Futures 19 Fire Sprinkler Permit: Yes No R # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONIING: %-30UTILITIES: WASTE WATER: Ei`1GNMERftG: (1-26-16 FIRE: BUILDING: 5F,0449 COMNITS: Rcvi%cd: Jars 70, 2015 Ok to construct single family home with setbacks and impervious area shown on plan. yp, 11 159 Permit Appiieetion iARsin2 CITY OF SANF_O_RD BUILDING & FIRE PREVENTION F D PERMIT APPLICATION Application No: /S -62(e Documented Construction Value: S vy Job Address: y lPy Q mot-4ptGO Historic District: Yes No LpiM Parcel ID: Z -'ZiD • 3C) O.1)0ri0• k Residential IV Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: i MK3sk /t-A.E: w1.A(ut_,R,1:-S'1QWC E . Plan Review Contact Person: TRPC lTitle: Phone: (..60'1 • DICS• 4E L N Fax: Emai1r-r[,01C-I(-i l4 1611.,•C -i Property Owner Information Name CN©- L? KCL. -SAN . Ltcl 'fi ffi tJ 4 Phone: I J 'p-Oj3to5 Street: AI 1 j ". 057- cffiL nn Resident of property? City, State Zip: 4i(5ti n*3r3y lt. _ "71Cm Contractor Information Name 120\/ f: 0 V) C Phone: 407- -3(t- SU:Y 0 Street: Z2c:25 • WMTHCP_M [AUE )M 0()b Far: City, State Zip: C3lT1Al.10-(\t State License No.: CUQ)I51R act 1 Architect/Engineer Information Name: COi ASST 1»l:t Phone: Street: LCa4 T2_UQ cZ-J3 F 1-11) Fax: UO -1 - (0%1-19W City, St, Zip: tqC.&,MAa1 rl- 3'L -N k -P E-mail: AQi-AIN WHOA-PaCz 1,'T A(z C6H Bonding Company: Address: IVIortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM.NIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IVIPROV•ENENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU IN TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A:V 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. FDC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (20 14) Florida Building Code Revisal: June 30, 2015 I'moit Application a NjOTICE: In addition to the requiremeets of th:s permit, there may be addit;ona! rs7ictioas applicable to etis property that may be found in Cite public records of this coup,/, and there may be a•_clition.' permits rAuircd E -u© other govommenteI entitres such as waver maragcrrcm districts, state agencies, or federal agencies. Acceptance of permit is vcrincation that I will tctifl the owner of the propery of the requircmen,s of Florida Lien Law, FS 713. T:•:e City of Sanford requires payment of a plan review fee at the time of pe-trit stbnntJ. A copy of the executed contract is tiquired in order to calculate a plan review charge and will be considered ft estitnat_d czcwuction value of the job at the tial: of submittal. The actua: constriction value wilt be figured based on the current ICC Valuation Table in e-%ct at the time the permit is issued, in accordance with local ordinance. Should calculated charges ftgired off fie executed centra,. -t exceed the actual construction value, credit will be applied to your permit fees when the permit is Issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3•ZcD'116&40(7,1)4 2 -Z(.o•i SIIn6D=9t0%"A;;c& vete si O`C Dao MMA RACHEL BLACKWELL " O %= RACfkk4LACKWELL Notary Public - State of Florida Notary Public -State of Florida My Comm. Expires Jan 12, 2018 : `,,? My Comm. Expires Jan 12, 2018 Commission #t FF 062350 'e Commission # FF 062350 Lappa ale or ersc v o to,Vle or Produced ID Type of ID Produced ID TyliFoflu BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Nfechanical Plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories . Yew Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes ,40 APPROVALS: ZONLYG: UTILrMS: AJ 11-3 WASTE WATER: Ei`1GLti'EERftiG: FIRE: COivI1I-;NTS: BUILDING: RcNised.:16=30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT'APPLICATION Application No: . Documented Construction Value: $ Job Address: I I~C U Wa' Historic District: Yes No Parcel ID: ResideintiaQ Commercial Type of Work: Newo Addition Alteration 1_ Repair Demo Change of Use 4 Move Description of Work: Plan Review Contact Person: ,. _1 'ry, Title: UPhone: `-1-4j$SaOp,( Fax: 4-1 .3 Email:_huaWk0ty-, (an•, Name 1., Street: — 64gA - City, State Zip: Name Street: 53 City, State Zip: Name: Street: City, St, Zip: _ Property Owner Information Phone: C-ZAf7u , .? J i it P. ew hC. 330lResident of property?: Cofiti•adfor Information yG t Phone: 40 cod TsLo b Fax: 0 - SS'S3 Dar State License No.: O Architect/Engineer Information 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 ow -u ,.. l l A V 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. FOC 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 ltexiscd:June3Q20.1t Permit -Application — NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate be done in compliance with all applicable laws regulating, construction and zo 411 of Owner/Agent Date Print Owner/Agent's Name Signatum.of Notary -State of Florida Date ofContraetor/Agent Name immrc of no ry-State or Florida Date i^V' , CHERYL D AKERS MY COMMISSION # FF998962 a. EXPIRES June 05, 2020 "" work will I2r A Owner/Agent is Personally Known to Me. or Contractor/,Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 0 Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Itevis0: )utnr3"0I --- --- un . pp kation_ -- — --- -