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109, 113, 117, 121 OCEAN GATE DR - NEW QUAD CITY OF ATLANTIC BEACH i� CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 8 S Ro d Atlantic Beech,Florida 372335445 904-247-5800 Fax 904-247-5845 PLEASE SUBMI,yJ*COMPLETE SETS OF PLANS WITH APPLICATION. Date r'{- Il- 1< Job Address*10i -* (Lt OC (ft.(� br; ,V (4-4ISSUEED sv THE CITY Permitee: e/1et 1'� t""`�,Sew�,,? Address: -. T � Telephone 9ev- ;;y- ILe1- Permittee Address: Requesting Permission to Construct: X%c+^ I t 124 asvc . Location: (Reference to CrossStreet) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes( ) No ( ) Date: Yes( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursament is authorized. 3. All work shall meet City of Atlantic Beach or Florid Department of Transportation performed under the supervision of ev+ Standards and be Superintendent) located at i rQ. (Contractor's Project 4. All materials and equipment shall be su 5. ect fo inspection by the Director of Public pWorks or his es designee, It_eZ All city property shall be restored to its original condition as far as practical, in keeping with city specMca' and the manner satisfactory to the city. tions 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showin an Incre se in Im a rious area on owner's lot or In the cit Right of Wav are to be Included with this ao I' fl 7. This permittee shall commence actual construction in good faith with more than 60 days from date of permit approval, then permittee must review the permit a beginith the ingr datector is of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is Understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Nub3a}� Mwarxy,Bnc si9nad: K.P.E'x (�t'�j da.A}Data: 4'aa IS W AN aePore1etMs .,r077n day of R7I in the County of Duval, State Of Fbrida,has personally ap'e Ne PvY SM IF et npp� Notary public of Large,als e o Fbrida,a�My f Duval. t0,2017 MY mmmisslon expires: 1 Pa nail ilt? Produced Identification. !{'� I rU Permit Attachment of for Permit#_issued ,20_Atlantic Beach,FL 32233 Owner's Name: "4 L.1z4.�.. Property Address: 105 —4 IZt R.E.#: h&vrnjJy y,0n i f Subdivision: 0 Lam , ( {.e Lot#/Block#: B1 K S L-.'4s M 2f 1-I L( Lf REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this'?A day of t 20 by Atlantic Beach, Florida, a municipal corporation organized and existing under the la state of Florida, hereinafter referred to as "CITY" and �, K t of Atlantic Beach Florida, r l hereinafter referred to as"USER". rwraada7 t�c WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: t ti!;:h& L t a,t~s •t ti ��ue wt ')'�trs t_ R. 0. W 1 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER, said notice to USER shall be given by certified -mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the - existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department,for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY haws and/or specifications, to include utilities locate requirements and use Hruitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER lium any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this oZ day of 20/5 �r By: Fx*erty Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this ADYh day of APR—d . 20 jS personally appeared before me, a Notary Public in and for said County and State, XNay�,p &Y- J� the property owner of t76L Atlantic Beach,Florida,known to me to be the person(s)described in and who executed the foregoing ins ent; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. rf " wJOYCEM ;fEEIANNotary public in for said County and State 1aaaryPuMk•8MMf MY Comm.Ftpaes JCITY OF ATLANTIC BEACH, FLORIDA, aCammie�Mn A EE municipal corporation: // S Approve oug on,Pu WoyLs Duector For Permits where city/sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 City of Atlantic Beach Building and Zoning 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5826 Fax(904)247-5845 http://www.coab.us June 8,2015 Ocean Gate Zoning Comments Re: 15-SFAT-1290 138 Sandy Beach Ln 15-SFAT-1288 134 Sandy Beach Ln 15-SFAT-1287 130 Sandy Beach Ln 15-SFAT-1262 137 Ocean Gate Dr 15-SFAT-1255 133 Ocean Gate Dr 15-SFAT-1254 129 Ocean Gate Dr 15-SFAT-1253 125 Ocean Gate Dr 15-SFAT-1239 109 Ocean Gate Dr 15-SFAT-1243 113 Ocean Gate Dr 15-SFAT-1244 117 Ocean Gate Dr 15-SFAT-1245 121 Ocean Gate Dr 1. Height: Please show the overall height of each structure as measured from grade to the peak of the roof. Derek W. Reeves Zoning Technician PermJf �s � s- sFAT — C�z3q , ,ays , layY, ,zvr1 FILE COPY NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concent: The undersigned hereby informs you that improvements will be made to certain real pmperty,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved : 381 B Ds Castro V Ferner Grant PT RECD O/R 15531.2248 Blk.#5-Lots#28.#27.#26.#25 Address of property being improved:109.121 OgeanG rte Drive, Atlantic Beach,FL 32233 (OceanGate sub-division) General description of improvements:Construct new 2 story Quad(4-attached single farri homes) Owner: Beaches Habitat Address: 797 Mavoort Rd., Atlantic Beach,FL 32233 Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): Name: Contractor:201 Mavoort Construction Manaaement LLC (FL#CGC-1 8) Address:2768 State Rd.#701 Atlantic Beach FL 32233 Phone No.: 904-3341202 Farr No.: 904241-4310 Surety(if any): Address: Amount of bond$: Phone No.: Fax No.: Name and address of any person making a ban for the Construction of the Improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be sewed Name: Address: Phone No.: Fax No.: In addition to himself,owner designates the following person to receive a copy of the Liana's Notice as provided in Section 713.136(2)(b), Florida Statues. (Fill in at Demers option) Name: Address: Phone No.: Fax No.: Expiration data of Notice of Commencement(the expiration date Is one(1)year form the date of recording unless a different date is specified): Warning to owner: Any payments made by the owner after the expiration of the notice of commencement are considered improper payments under Chapter 713,Part 1,Section 713.13, Florida Statutes,and can result in your paying twice for improvements to your property. A notice of commencement must be recorded and posted on the job site before the first inspection. If you intend to obtain financing,consult with your lender or attorney before commencing work or wording your notice,,of Commencement. THIS SPACE FOR RECORDER'S USE OWNER-6 p0 pp t'r-�+ Sign 4.. r '"^'^ D to: Befor this - tlay of in the Courtly,of Owal, State of Florida,has personally appeared - Notary Public at Large,Stete of Florida,Coun�Of Duval Issbn fires: Sv 7il IU SOI II Known' or rodu.d Iden cation: U Doo a 201508937.OR SK 17138 Page 228, ' JOYCE M.FREEMAN �Jy— Number Pages:t I(MM Recorded OM21I2015 at 08:32 AM, XMary Pu01k-BIMa of FloridaRonnie Fussell CLERK CIRCUIT COURT DUVAL My Comm.Expires Jun 10.2017 COUNTY C"Waskin a EE 1170497 RECORDING$iO.W Julianne N. Overby, RA FILE COPY Architectural and Interim Design Consulting Services Julianne N.Overby,RA. 2452 PnWw Street Jacksonville Beach,Florida 32250 904 704 8628 Email: jnovetby©a net P AR-0017060 - FL I 21 February 27,2015 TO: Mr. Dan Arlington City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: Beaches Habitat Townhouse Units To whom it may concern: I have reviewed the structural drawings for the submitted projects and agree that they follow the architectural design intent. All structural design and specifications are the responsibility of the structural engineer of record for this project. Thank you. Sincerely, Julia ri N. Ov rb , RA ArchitecUlnte ' r signer r JULIUS LEE PE. RE: 671405- 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity Project Name: 671405 Model: Quadplex Lot/Block: 28,27,26,2 Subdivision: Oceangate Bldg. N Address: 109,113,117,121 Ocean Gate Drive City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61615-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16GI5-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R.additional coversheets and drawings may accompany this coversheet The latest a roval dates supersede and replace the previous drawings. INo. Seal# Truss Name Date 11 19818303 1-24 15/17/015 SHOP DRAWING REVIEW" to wnKn Mis s[amo is a(fl.ed h.— peen reviewed h Th¢ to dr,,WN9 n eneerin9 a,o'x ed c_omPiiarce with the design intent ol1h,me oro'e onat En9ineP, 'd¢^nr' TF1[ TcknowieA9mPn, dnr- nnf ,e55ef the [I P.IeQat¢A Enr 11, rh,10e,,W. P(%tAYCC '%' 'dict dONTPnIR nnr reSPOfI51GYI 5 d556cITIPA '.YIIF [M1F fr.. h1h, or froto E",5 Or IMi4SiOrE P th,n the $aTC. pPROVED OAPPROV�TEDONOT�APPIRV 0 Y(N.`IM�tM4.u7 f The p-i4;is.E lnireferenced prepared by \US. S.K Industries,truss c.undermY direct based onheprameters '..... .N..... . 41bvided by Builders FirstSource(Jax). 6 F *: Truss Design ngimeer's NaPhe: Julius Lee 889/ - _ My license renewal date for the state of Florida is February 28,2017. NOTE:The seal on these drawings indicate acceptance of % O professional engineering responsibility solely for the truss % T STATE OF CORIOP. (9 components shown. The suitability and use of this component for any particular building is the responsibility of the building �NIAIitMa\17,zo15 designer, per ANSUTPI-1 Chapter 2. Y 1 of 1 Julius Lee JULIUS LEE PE. RE: 671405- 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity Project Name: 671405 Model: Quadplex Lot/Block: 28,27,26,2 Subdivision: Oceangate Bldg. N Address: 109,113,117,121 Ocean Gate Drive City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria 8 Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TPI2007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf This package includes 52 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16015-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R.additional coversheets and drawings may accompany this coversheet The latest approval dates su Breads and replace the previous drawings. No. Seal# Truss Name Date No. Seagt Truss Name Date 1 19771019 CJ01 5/8/015 18 19771 F10 5/8/015 2 19771020 CJ02 1015 19 19771037 F111 SW15 3 19771021 CJ03 5/8/015 120 119771038 F12 58/015 4 19771022 CJ04 5/8/015 21 19771038 F13 5/8/015 5 1771023 1 CJ05 15 22 19771040 F14 5/8/015 6 19771024 CJOB 15 23 19771041 F15 15/8/01E] 7 19771025 EJ01 5/8/015 24 19771042 F16 5/8/015 8 19771028 JF 5/8/015 25 19771043 F17 5/8/015 9 19771027 F01 5/8/015 28 19771044 F18 5/8/015 110 119771028 F02 15/8/015 127 119771045 F19158/015 111 119771029 1F03 15/8/015 128 19771046 Ill F20 5/8/015 1 112 19771030 F04 15/8/015 129 119771047 1F21 15/8/015 13119771031 F05 15/8/015 30 19771648 IF22 158/015 1 114 119771032 IF06 _158/015 _ 31 119771049 1F2315/8815 15 119771033 I F07 58/015 132 119771050 HJ01 5/8815 16 19771034 FOB 58815 33 19771051 HJ02 58815 17 119771035 1 F09 15IBM15 34 119771052 1 T01 58/015 The uy ruabove have been pp Industries, ma direct supervision basedthe parameters .1 S/C provided by Builders FirstSource(Jaz). )J�'•.. ..N9�c Truss Design Engineer's Name: Julius Lee *'• 9 �,. My license renewal date for the state of Florida is February 28,2017. — ,J�' Of 70 •, �,�'Cr NOTE:The seal on these drawings indicate acceptance of % O professional engineering responsibility solely for the truss % T SATE components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Chapter 2. v4•tay 8,2015 I of Julius Lee Ip0 has Tm.TyPa Oty Py lanlBts n1e65 f .MCN e 1 JCO 1.1n T29 o s >Rw�� enyux )aw OTmd ]3013Ynek InM,Fx.Irc. FX Mryn00a3B 59301!P,03 10_BNAOOSICwb W Iml9Yp4�•TaxkMPwrNA020MA00Fd%uSTJ0d15JOCV M?us%BMkMG • 2ya t80 BUN t:&B 3 30 12 2 9 T1 91 t 3 .60 34= 80 Plam OBaeb 2'62-TE e LOADRlG Mao SPACING 2-0.0 CSI DEFL In (bc) Well Vd PlATES GRIP TOLL No Plies Inuease 1.25 TC O.b Veri 0.00 24 >BB9 NO MTN 2"190 TCDL T.0 Lwnb.I .. 1.25 BC 0.10 Vadi 0.00 24 KW 180 BOLL 0.0 ' Rep Streu Inn YES Vas ON H.Cri ON Na Ma BCDL SO Code FBC2010TPGKO7 (Ma ) N4igM:811, FT-NM6 LUMBER BRACING TOP CHORD 2N4 SP No.2 TOP CHORD Sbummi wood Sh.thing direeMy applied or 144 oc putlin& BOT CHORD N4 SP No.2 BOTCHORD Riyk railing directly applied or t DAL pp Mai REACTIONS (Wises) 2.1950-34 Man,0.14),1=24I1oetluni®1 May Hort 2=81(ILC 6) I Uplift 2=255(1C 8),4 -32(LC 2) Mas Gray 2,23](LC 2),4=50(LC 8) ✓'y,[,� FORCES (I1,)-M..Cwnp.IM..Ten.-Allo 2500b)orle .ptwlen .. �\ \OEN' $ z NOTES (64) F •' •� 1)Wnd:ASCE7-10;Vu8iMmM(3s OguO)VeW101mph;TCDLW.2W,,BCDL,3Opk;t=34RC&11,E*C;Er . Z GCp=0.181MV RS(enrvloPa)9ableendzoneand C-CExte q2)3 :C-Cfnmem MWdbl &MMRSfale ft 34869 sh.m;Lumber DOL=160 plate grip DOL=1.60 2)Thi,W.has been designed for a 10.0 psi Asan aeN Ike bed rvalmtwvaeM with any over I'ne beaks. 3)•This truss has been designed fore live bad ON Opef on Ma bodam dwrel in all areae wferearectangle 3- OUS by 2.60 witle will ft between Me botbm choM and.,other members. 4)Pleads,mecha eal connweion(by others)ofbuss to beal plans callable ofwMstaMin,2551b uplift ajoird 2 and 3211,upM at $TATE OF jant 4. 5)'Semiaigid pilchbreaYa heading heels'Member mak fiery Model was used in Me analysis and design anis Wu. 6)This manufactured product is designed As an individual Asking remponent The suitability and ussofthismmpomntbrany /, V weundB�Me building GlTPI 1 ilriasoMe ebuikitq code. ,ONIll ]I NNoteVfsMB+ad llfli eprreeMs new anterei wuesPar slAL\\\\\• 8)Tru.D.pn Etpin.,.JWius Lee,PE:Florida P.E.license No.34669:Address:1109 Coastal Bay BIM.Baynton 6eadt,FL 33635 LOAD CASE(3) SfantlaM 8.29'1! Q wnPmxc. .via aeeorvmes ox mrs nxu rrvcwommveNrteFmexce ecu .FOPeosn w:B --I, ..,T I. N re tr w axx - ere a.* %lo-amae u mw. a n rea° y y H. y -aI -n JWws Ire I eretl qrm, M B xq e a M 11DB easswstelDay s�aftyl, c __y MP ."I's yQN Mai Ia iq Campw�n Bom�on 9eeJ` ,GL]3a35 N _m Hc' D m m 9Z r yn O_ � �m s^1D-'.mom D 9n o H yo = � mq_ - �0,c^ � 2 _NFA � � �$ _ aa_a '. 0 y 3 n n_cSa 'A mJ 'm cw _ '" mxx° a�3%' Z m O ° FSa ° a-. E m m'c�v O Sw% n ° 9 a y� m d - O y me 3 c ado m 3 ��'e .Ic A m $ ^m � ti � tiger m' ` . �2.a axe vo01 'n, m mnmS � � 0 � 3 2 mn - 3 % o � 30 �a�'�`o' z 0° �� ° 00 adi pp �� a � �° - :6 'WmCZ=0 zn`o m TOP CHORD ..AOA A O 30 .02 cIA �l COCL �m�W !m/1 . TO M,Z.K O C 0 ~OA .F J (O y Nmw�ppy a Q Ino TLl O C) r -S;p u 0 `2 P2 J O N �� m Am om (� DON N _ uN' D my vNig MON N N S m a m D< m S ED m cc O m ® DN O AZ N _ d N D 2 23 0 m 0 T G r r N w $ m c y m y F 3 r� wW m m mOl F. ° K z om qg� O p 0 ?y a 0 yv ^ z '0 pm mo f m y� N Ub om TOP CHORD > 3 m D v m € 9! n toga g 3' o ^ '< ?ov $mg 3 3� gg gi � m a � :£ �� 8 8 2=5 a °s ae 3 's^a 's ea ^ o o 03 . 8 , e; - g3 S$ ma£. ga" amq ayy a$ a :$ xo r oam 6 ��w ¢3 ¢ O 33 ggd 3�. ug -F� 5 mS Se g m O t>; c4 a'S= � gg6$ 3b Sw2 2� 3s Z>. R w3.e 0 S1 aS 8°�- �$ Q. ^ a9 m„` $ °. s- s 6o s8 RJm= m ? m c ^�B y"qx 5w .E , � Agga ma gx a, g . 8 ' a'; ag �JUR g c' C) d Sri gB '- a on ' Sp 3Q :_ La oa $Q 9 gyygo o `� m 5 m` 3 7 s o s g� m a. AG zz6 3 a a Ro O K s O rt W y Int one Tus Type Ory p" lerrlmh bNed s sideape"T"'. e 1 Jb a ,—va, MN w eutle.Fb . M.FlN 10_8W'ArcNT?kyToxkAuzl3xNe"UleaWkF_n WMrygo9I0seE-NpW'571l3G0g15TPelpdeFt 1 244 � 564 Sce.-I 13A 9 ado R 3 T1 a1 4 a4It= It 4 LOADING (pall SPACING 2-00 CSI DEFL in 0.) Man Utl RATES GRIP TCLL 20.0 Plante lnveem 1.25 TC 0.38 ni, -003 24 >g38 240 1,1111201180 T20 244 TOOL >.0 Lumberbcreses in BC 0.21 Veht( Ll -0.OS 2-0 >BBg 180 SCLL 0.0 Rep Sbea hes VES WS 000 HoGITL) -0.00 3 we We BCDL 5.0 Cotte FBC201(/IP12007 (Meow) Vali 181b F7=20% LUMBER BRACING TOPCHORD 2x4 Sp Ni TOP CHORD SthwWrel wool MaMhing directly applied or 540 w padirs. BOT CHORD 2x4 SP No.2 BOT CHORD R19W ttan,dietlly applied or 160-0 M bossing. REACTIONS (INeize) 3=80rMedranical2 251N58 (min.61A),4=24I1ifietllmkel Max Hoa 2-lalli 8) Max Uplift 3=All(LC 12j.A2 lfi-C 8) Max Gran, 3-Bfij 2),2-302(102).4•]1(LC 3) `\S FORCES (Ib -Max ) .ConpWax.Ten.-Mbl 250(lb)mlesaetap nMaven. \\V y ......K i NOTES (60) : 10ENSB•C�F �. 1)IMnLL ASCE T-10;Vu1H130mph(3-eamM gi VWd::I01dl TCOL=4.2W.SCDL=3Dle(hi Cat.R;Exp C:EML, i GCpk018:MWFRS(emaski gableehd zone and C-C Exbmr(2)zwe;C-C fes menLere and faces S MV.FRS far reactors Men;Lumber DOL=1 60 plans grip DOL-I 60 * X68 21 This buss has been designed bra 100 pd bottom Matt live load MMonwrlant with any other live loatls. 3)-This Muss has Mean designed for a live batt of20.0psf M the bottom Mod in all areae where a bodalgle 360 bill by 2-00 wide Wil fit between the bobbin Mord and any other members. 4)Pmvidem anirrelwnnWiion(byomers)oltruss Wo dngpWae® NeofwMslanding NibupiMatont3 nd2illbuplMN A. joint 2. STATE OF 5)'Semi-rigid phMdeeks including Maedi Memberend fixity modelwasusM in Me analyseend design ofthistries. F P \� 6)The msbufecturetl productis designed Asan Idividual building wmpwent. TM auttaGliry and use olthis ranlponaM faahry ss .,LOR.. . '�(�; Partai building is ME basoonsibility of building designer por ANSI TPI I as the building code 7)TwoeS aunflyeegn Ehgin�.miter leee,PE Fwitlarepresents hse lumber dMEWesign values a referenced09 CwS� Bay BIW.Boynton BmM.FL '/�'•,�ONA,-\�\\`\\ 33435 LOAD CASE(B) Standard May 8,201! mires a m Qw V."ne..,w ..,m.,.,.,.a e<a o]Fs mm Tn:SAll I'll l o REFERENCE PAGE .e�.4e„iwre AIw•S�h. rorweiin ae.np"o.�.".me•..n-n ,mmm"Add—niw °°':"h e owm='siiymwiieQe..re "ahssss eemeerow.m o"Mry „ meaty ur's es.....W.w " urahro Jul.Lx vE. n�¢i P^^en:m brie,W ine 1-11 xelmreis me rtW rdt,M b1fle,e.Ww•.Fu ri 1104 eaMel Bey iNY—..sh..6e..,.,�v ANEATEN Q,Wt,(manA,DWuMI"a EGS11Bullalne a..�F...n Ba/IYw BYM.F1a3i3r ee Tmwrype DN PN INTI@3 RtBM rJ05 Jtl,Cem. e e 1 ,qb RafermR el FANn Fnn&.ea, JtiviAe.FIBIIN i]SO.Bp R>IO1R MieF IMUYwe.lrt F6 Mry MlP:bas R01a Vp.1 ID 111000091 ulilPMNxORNR]B[aYOLIM/LOYNWE � 3Op Bola=1:102 3 am 1z 2 TI B1 dl ,as, = SQO fTC- NO (pe0 SPACND 2-0-0 CN DER a Iloc) Web Lb PLATES DRP 20.0 Plats lnvaes 135 TC 0.30 Mol.) -000 2J X989 240 MT20 24M180 i.0 LumOer bless 1.25 BC 0.07 Vait(TL) 4,01 2i s9e 180 0.0 Rep Seaslno YES 11R old Hcrz(R) 4.00 3 da We WDL 5.0 Code FIM,201QTP1200T (Wow Nbigh[12 to FT=20% WN6ER BRACING TOPCHORD 2x4 SP No3 TOPCHORD SeuCval weM sheathing directly speed or 3 rcpolis. BOTCHORD 2x4 SP Not BOTCHORD Rigid miring disotly applied or 1000 m brsong. REAL Ifll Odtee) 3=24A1ecM1ankal,2=21016341 (men.0.141).4-1411Aeinanical Ms Hoa 2�7(1.0 8) Ms Uplift 3=36(1.012),2=-232(LC 8) Max Gsv 3s29(LC 2).Y-254(W 2),4=42(LC 3) ForscEs gb)�Mmr.Cpnp.iMs.Ten.-aroramzsogb)menex®ewlxnMwm. �xx\ uS S'K C ��'. xDTEs (Ba) ) ;•'• \GENgE' .F� % 1)lAind'.ASCE T-10;VuI 130mph(O M wet)Vasil=101mph;TCDL• .2p,B DL-J.Opat,h=24R Ce[II;Exp C;EM.. i GCe=018,MVvFRS(e wships)gable aM mne and CC Exleriw(2)adi f e members and forces&MWFRS for rmmars shown',Lumber DOL=1.60 pass gnp DOL=1 80 - * / 34869 2)This Outs has been designed for a 1 OD pan botfom Mord live bN nmcmmrrsm win any other the Imes. 3)-This Voss las dem designed for a live load of 20.0plf On the dvtlwn chord in all ideas where a rectangle 341-O WI by 20 wide will at besseen has bol Mora and amy over members 4)Powds mechanical mnnection(by others)of trs to bearing owns,capable Owillstanding W lb uplift 1113 and 232 n upin at ((� join 2. •t STATE OF 5)'Semi-rigid paMbreeks including M1eels'Member end fixity model was used In the anapsis anddesign M Me Ws. 6)This manmacured produdis designed than mcmdual Wilding mmpmm[ ThewMUlityenduse Ofnismmponmtformy RIDP•. '`�J; parBalar building is the responsibility one buibing designer par ANSI TPI t as referenced W the Wilding code. 3)TorusesVisually goaded Design Engineer Julius Lee,PE FbMa r denigration SP, PESLcense No 94889'.Address,ber design lI I M Cs as CoossBdue,Shia.B%Man Beall,FL 33435 LOAD CASE(S) Standard 8,201! p wxmai,pan Opp ur.wMe>1 ^w.mm wnl,w -1RE4t..NO.es ON THls 1"13— "13—Ulsch�ani 11n7AbI en,.eneeenewrnrv.-n.nam a sa-h eioarew ¢isms¢wo-'s—son—uric ° mwmyx.l, mnvie twa n. Alun Laa PE. .—w1n1Mana nfiw—.rw .e.,.,einbdwiRknaesR..F ttw LwgNaq urily.mnml, is.ft", —we Aftia hQmi"¢inns.weaeanE atsn Esteban 6 yI,FL 31135 Sehtr lnnrnween a . 1.pipi0nn prve,M1ndnm,W153i19. ids Eanm TrvMType Ory Pty Nnt%a m4M t »-GUNITva e t Job Ratans® M mvasesyaeow, ,uya'se, azza yAso.e.pnzmz Mnw meew.Ia Ga uw MM:se.ssxu Gpet Io_euaooglcaemm4TlY�yrmna4x9GHrvcswcjrue.rvxael?n1v:GUMloovNaaE 280 Td0 Sc -do 3og T1 2 81 r 4 ax4= T-0O L mw (pen SPACMG 2-00 CSI OEFL to (Ix) gdae Up PUMSS GRIP TCLL 20.0 Plalea In.. 1.25 TC 0.65 Vert(LL) 4,12 24 M83 240 MT20 2441190 TCDL TO Lumber Increase 125 BC 044 Vei -021 24 s379 100 BOLL gS Rep Strew hw YES WB 0.00 Hoo2TL) 800 3 Na Na BCDL 5.0 Code FBC2010TPI2001 (Hebb) islei 24b HT=X196 WMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Striwlaal wood el gdir Ly applied or 60.0 ac purlins. BOT CHORD 2x4 SP Not BOTCHORD IN&.IlinO issued!,applied Or 10110 oc bracing. RF Clh0 fl (Usize) 3=131Cdechanical,2=2930-55 (nnhn0614).4-3G(Merlanisal Mex Hope 2-M(LC e) Max Uplift 3=1?i 12),2--103(LC 0) Max Gone 3=130(LC 2),2=350(LC 2),4=101(LC 3) PCRCES (Ib)-M.,Comp filkiTen.-Allf .250(Ib)or lass excapl whnd mowed. NOWS (e-B) 1OENSB• 1)Pod:ASCE T-10;W 11300 h(9-vemnd gu )Vaso-10lnVh;TCDL4 2pM;BCDL=3.OWT;N24e;Cat II;Exp R EW.. i Winvid.10;MWFRS(envelope)all U ExNtbr(2)z bei for porters and prove S Magi for reac90 d,shown;L r Z * 34869 DOL=1 S0 glare pip DOL=180 2)This truss has been designed fva 100 pal bodom clad live bad nonconwnent with all other live lmde. — y 3)-This buss has been assigned for a live bad of 230pslon die both chord In all moswhere a rectangle 384 tall by 2-0 wide wi8 N bele ern the botlop dad and any other mambos. 4)Provide nachani®I wnn l My others)of Wv b bred,plate catalpa of withstanding 931b spit at pint 3 and 183 to uplM at • ((� � joint 2. STATE OF 5)•Semirigid pildtgeaka including heels•MaMxr ell Troy,pace was used in the analysis and design of His Was. ''•,pLORID p; `�� 0)This nanukdusud prodys is seasonal as an individual buileing mngment ThesuMNlityanduseof NismmNneMfaan/ ' particular laiking is Me ity sides ng designer ANSI TPI 1 as m by Me building�ce B)Toss Visually Design Engineer lumi,erJ hue eesai edsPE.5,r P11e9��License No.W69 denagnAddvalues as ar SPIB BeY BIM.Boynton Bcaclt FL 33435 LOAD CASE(S) Standing! 8,201: Q w s.. ,an ee�=mem.,neaeao Myna yeas 1ulPCs Mnex aeF..,ity-s ,syse'a tuusem Piss—ed MiietmnneOcni To an�u—spryu{unpammuor wm,eNktmm wtnav very mrpint a dows rynd.4vla ewe mems DIY saeo pwnpon hum m ei- nva,p e—^sgne,sys n- a s NOpa MeJulius PIE PMN erelpanrereuSnorgdPe ormrswew le ue reagemliryw NSAtinp minor,e. seem soma rte t ,,viin WBry vi Sorzpe.Misery, suis, is,Cn,n svvnwM welt fr0.ro.0.46nell�It BUINIp GompanM I30ynlon mach`1 33035 Selly nbmellen a M1am Trvss Glatt mStiiW,593 tlUolno Ltiee,M un,w153i19� Mb Nee Tfusa Type DIY la]]11Q1 ishe Fell GBLE t bb Reaeralmlessees) B NanrYYaaulm. J Qsl,F19E4 ]800rarpl]3011 MTM IMuaix.Irc Fn Mry000e:]9'S]M15 Ppa1 ID'_8WQOBICCAW? ?4,,4Tm NDn1PN S0 1ZOm"PT U(,YIWRP1MpGVK3F1ldC • Wr° °4r° sme=+mt 3p= + x s 4 Is e T e 9 +o n a +3 M +s +e 3 3 a at ]a m m 2] m 25 24 m m 21 m +B to t] a= ao= W = t 141E 1 F u uyl 1yz y"+? � z Z4]il —I ,1lri I MNO W SPACING 2. CSI DEFL in (I¢) IMM W PIATIE GRIP TOLL 40.0 PlMa lnlyesas 1.00 TC 0.10 VergLL) Na - Ne BBB MTA 24N180 TCDL 10.0 Lumberllwrsese I'M BC 0.01 Vill(TL) Na - Na BBB BOLL 0.0 Rep Stew In. YES Via 0.01 H.CrL) 0.00 1T Ne We BCDL 5.0 Cade FBC2010ITPI2 (Metrix) Weight 30D Fi=1I'll 1 ME NG TOPPCHORD 2x4 SP No.2(fi Q TOPI CHORD Saudund wand ahenhn0 directly eppllad le 60.0¢puflins, BOT CHORD 2x4 SP Ni is werMvefauN. WEBS 2x4SPNoShc BOTCHORD RgM sell dilel aRsedar 100.0¢leedlp. OTHERS 2x4 SP NoSdal REACTIONS All bearings 191 (10)- Mex Gess 811 rw5ans e25010 or MneM9 piM(s)32, ,31,90,28,20.27,Ze,25,26,23,22,21,211,18, 18 ASII FORCES (Ib)-Max.Com .r Ten.-Alit 250(lb)aNasex[epiwle 'L `� V ' •••K• CF / NOTES (7-9) ` \CENSE i 1)All planta ere 15x3 WM unless omerwiae int,¢ . * 34869 x)Gable" ires¢nth...b nn dl¢d leadn9 3)TNBa to Ee lull sheathed M1om o¢felt or searety bfastl gleinn lnefel mwefMm 09,aieponn el 4)Gable studs aped at 14-0 M. 5)"Seri-dBid pddlbreaks including New MeaYter iii fixity model was used in the analysis ant design 11.Lusa e)RecdmmerM 2x8 awnBbaas,¢edge,spaced at lo-o-o ¢and MaMned ro each hues wim}1 W(B.13r x 3•)IMna. ;' [y Stl¢Baaokarobe etledMds.,re ths ower ends ar Wilding rpother meas. STATE OF '�Thiafrenukqurg is thedisdeagnedeaen intliing de WiltlinP Per TPI Tsisuileblliry antluse M+Ais¢mponentfar any pertc Via aliklgl WlereapmsiignMn+1$P,upresesgnerpar ANSIT nwlrekrerm ty Ne builtlinB wde S1 '•.�ORI�p;.`••`'p`�J\ 9)Note'. Designy Bretletl lumber tlesip PEFoi rep Lil,efrw lumberdesgnvele1a*CoSPIE. B)3Truse U35 J\Engineer Lee,PE FlondaPELicenu No.34808'.Addrese'1109 CoanMl Bay&W.B%rdon Baull,FL �y,�ONAJ\\\�\ LOAD CASE(S) Standard _. . M, 8.201: 0 . aaexn.oreson nen n,+ n ra.rex aeraaaves Fnc �xrelora. .u,ulx m„M,.aa..r�rc:amy�:w>ee e�h wo :fo, e -N ,m.u,a a.a o�ro�� .a��wmmw�m :rewo eewa e,. a suNi"nriOml wOrmMen any Megan.umpran bisni w esus a.wM aunne d lru mix lee pins i4ly 0lln aulius Lee PE. meq M Nee ununire lne,exµnrhlirt/N rM Nalene 4evener.Fa nil P^mnu sil ltos caesxlery am.,.�M anuni un,ennlob zw e�rap�npo.--I AnsulPn ovular shun:,offs nw¢sn.1i l'ueei � eovafone 1n.FL 33x}5 `ssieyinm,ne— a mo Dn,.,rnai. IOb Truss Tuss Type Gq ren10A mws x03 rbn Tum z t ,hlb faBlBrend Mal NiYn RelSum, JMmnnIk F13Y[M ]YO.apI....Mn...MueNn lw.FnMy M09 Y9'.NMta Py.1 ID_BIdA0001CcvS W im4ilyGYTat_10puJDeOm?TIBBaKb2e031NIKy WAN3k3wE1tluMB 51d A 8U b .1:33,6 W= I b = 1.5✓J II be= ass= 1.X+ II 1.50 II 1.Bb = 1 3 3 1 5 a ] 8 B 10 11 X21 � 1 Y1 81 20 18 1718 15 t4 13 1.50 II 9N = h4= 150 II b5= 9M = 9B6 V1 I t PI Raab 11:614 1]:0.1dE LOADING (ps9 SPACING 2-00 CSI OEPL b (bc) 0defl va PLAlE9 GRIP TCLL 40.0 Plates Increase 1a0 TC 0.82 VetgLy -0.18 1518 7999 360 MT2(I 2nd/190 TCDL 10.0 LumbMnxaaase 1.00 Bc 0.88 Vert(ry -0.zt 1s16 7661 h0 BOLL 0.13 Rep StreM Ina VES AS 0.45 Hars(Ty 603 12 nb Ne BCDL 5.0 Cork,FBC2010.71`12007 (Maine WbgNt 1051b FT=1199F,11%E LUMBER BRACING TOP CHORD br4 SP No.2(Bat) TOP CHORD $Budural as o i sleelnin9 directly aipplietl or 640 M purlins. BOTCHORD 2x4 SP gout(fie* escept end rMn®Is. WEBS 2x4 SP No.3(ast) BOT CHORD RgitlwilimdiregtyapMie loW bam9, Exupt 8-04 M bradn0:t&20.10-i B. REACTIONS (losses) 2 = bi4 ( 0-14),12=740. (mrt D1e),1�10S (min0.1-8) M. a2 =356(11 9),12s74NUG 7) 19=1We(LC 6) x`T\\\\11 151,1 FORCER (Ib)-Mev.CwnplMex.Tm.-All tome 250(Ib)or bas exaeMMan alvrn. �\ VS TOPCHORD 2524=35V0,1-24=35(i 12-25=7419,11.25.-7460,1-2=281A),2-3—all /i 3-4830,4-5.-7650,5d=19310,8-7=1931M,74=215M.0-8=2152J0. � \CENSE-•• ;6� 9.19=169W0,10-11=7320 BOT CHORD 21-22 11483,20.21=(1483,17-18=0'1404,16.1]e0H931,i516=011931, 1514kwOn8 / 34669 WEBS 4.19-107=.1-4-WV.4-20=1480,2-22--2]502,11-13=0.gH,10.13wffi . _ 10.14=01457,0-14=4350,7-15=111/404,418=0xIKIO,518=-92119,5.17=01715.5, Wti=9390 NOTES (0.8) STATE OF 1)UnbeterrM ficar lire lMds neve been considered brmis design. /,- • 2)All pbre 3x3 te5 ahl 2 unless Wwise ...........RP'indicated. , G 3 s "• ... 3)"Semi-ri0idd Mstron inaddr,onege,Member end fixity mo del was used in Orta design o1i dK11'a hose. / 4)Reawmmend 2x 6affacierko,walls at out aitt0.0.0 xaM Msteneder sand Was wnn Z-1 Dol(o.t3t'%3'l nails. / Q,Y $hUTION,a10be emvt W rvnllsal MelraNefeM5O!rtshdiMd bJ OMef means. //(1I I1\\ 5)CAUTION,Do mt erecl udss designed a 6)TNsmeMhdungiproolud Merebna9netlaeeniilding individual building rANSI or The wHencedMd ueeofinn c uceOneN for erry pe ,Vis bulygraie lureNlanablliry of me building new per ANSITPI1asre,as Par by Me buiMinp cotle. 7)Nob: Dentin Engine Ir Jeer dLee,P ion SP,represents new lumbar S,Address values as per SPIB. B)Truss Dentin ErOirreer'.Julius Lee,PE Flwitle P.E.License No.31868:ROOress:1199 Coastal SAY BIM.Boynton Beach,FL 33,135 I-CADCASE(S) Standard KtIbIi 6201: m reeFaaelcew,1 u.y n PT.x recorsN :a..e a rr o. .rw e1w amwe se. npp m a e a... opwl pm ry o. en u Nam a pon wry.n ry m e Try acre Julius Lee PE'is . eeuw AW' es re xwr a u�m�w0e •u're oWLOM M r.I— ay, � rq. Im emaria Wlies.na aisl nenq ewnlmMnr SopAm 6ewMFM4F1.359eINy 1Mn o.omo 9..e.we act, b Tmss Type Ob PN Iwaild dus. FOS Fkw],m a 1 Job ReMenca V Bubas FaY . YOmnNe,FlaSSM ].XOaBepTSOtS MRek YiPnain,Irc. Fn MM0k OhM5a2ons Papal ID_BNADD91CwBYVFina'My(.yTOWTmBMR�K3>JkLy11921ZMffklplyloHe Rienzi 0.12 r➢:g9_ i .11d 0. H I—sM 4x9= 4i0= 1 say= a9 = w=1.541 II 9x3 = 156 YO= 3M= LSq = 1 2 3 4 5 a B f ie n t] 10 15 14 13 13 tt m = 46 h4= w= 1.w1 ys= 9x4= 4b= w— IN! PN1e D6mbX L 0.1 8:0.1AE 15:0.1-0Etl LOADING (pap SPACING 2-00 C81 DEFL in (IOc) used L/tl PLATES BRP TCU 404 Plates lnuwse 1.OD TC 0.]7 VargLQ -0.181}14 s999 360 MTM 244/180 TCDL 10.0 Lumber lrlaeose 100 BC 0.88 Vei -0.281319 M50 240 BCLL 0.0 Rep Slreulnu VES N1B 053 Hora(TI.) 0.05 10 the We BCDL 50 Code FBC20100TPI200T (Matrk) Might 84D FT=1trap,IME WMBER BMCING TOPCHORD 2s4SPNo2(Itep - TOPCHORD SWcbrel wootl ahlseMltg dlrecty epplietl ae-OOmpurlina SOT CHORD 2x4 SP No.t(flb) except end veitmis, WEBS 254 SP No 3(6M) SOT CHORD Rigid aching directly applied or 10.0.0 co b2Wq, REACTIONS (IW.) 18=65&0.'1-I (min.0.1-0),1D=65&0.34 (con.0.1-0) FORCES acConda,flilass Ton TOPCHORD) F1e•-e =82T9310I-00.22060N 8-8=05BN cee-863N,2-3=204&0.34=27320,4-5=2]31/0, ``\\V\1;;SIIc11( BOTCHORD 10.1»I1611,1518=025D2,1445a012]32.1}19=02]32,12-13=Q2488,fl-12�I1613 \GEN$$ ••�(•�. WEBS 9-11=M110S 0.11=-104&0.612--01822,7-12=5920,]-13=61336,51 3=3 8824 8,1-1]=C'1113.2-1>•-1011N, - 2-16=x160 16=63000,115i 411 11ro •k , 3¢869 •* NOTES (4A) 1)Dntani floor liw loatls have been considered!for this design. _� /1�•J,-.... - 2)"Shrhlri pflClGeaks,incholg hei handler end fiery model wzs used in the analysis and design or the tnna. 3)Recommend 2x8 sbpngloods,on edge,spored x110.0.0 oc and fastened b each tmu with}i Od(0.131-X 3-)nails. ((, SGongbecta to be alMched to walls a1111ev oulereMs a rlaMralned by other means. STATE OF 4)This manufactured product is designed man individual building component Thesubabllily and eoINthis FmponeM faany FCORIOP •'• G\I paniwlar building is the leapprun iry of dap building designer per ANSI TPI 1 as demancotl by the building code, 5)Nose:Visually graded luRLertlesignaUon SP,represents,new lumber design values ss per SPIE. //sS� -•- �`\x�� 8)3numDesgn Engineer[Julie Leo,PIE FIOrc1a P.E.Lierlse N d 39889:Address:1109 Coelal Bay Bhtl.Boynton Beall,FL /,, �NA1-\\1�� LOADCASE(S) Standard! tA4 8,201; Q w VIIa G,gn Paan,.le„e de ADWl SOe]nl,.Nbil LpDF Ml]FxeeFERENcEPnp I»spl4i vaned lu,¢e mry W,MT.kminetlm llsa Gaon 1.nna]ary,p... sill snwmannnbenlM g�w.Wd en1. awumny iiii .,nenrcaa.aeAae�I..�oaennemnpa,anl l.,aa.nnain.ml.,Gln ll., .nn.n isb,baA.1-1na ni r ie l—ralsrMenmry. ono b'mwn sa66ry unn'A — tta0e.. plo,dee JUIms L9e PE aryolme gareli muauene Ns nsesuialdM1ryWl Ars"ina eesrennr nap.ell.."tp 1109 Coastal Bay IY1Xuu n,pualM uNiuolneawpe.?ellvm,neuron N�]mpAliL NRI puIMCmxe,a,pSaaBmC eCSl,BuilElp fan,ennem aoYMm 6eeU,,FL33435 asrM lMa w JJ— qp TNY Truss TibiaPy' 101]tWl (IN65 FP1 nm Tmw 3 1 Job RaMenp M Builwr FlMb/a. J FwmA.Fl]RRM ]3]rAp313011Mh"'N eNw.lx Fn Mry C80 ssintala Eash ID_SkMp091to BYNN414Y.VyToalkP5 CNS1MIN1 M9'fasLeylIXlAf{¢BkuTXCOMB H 1�. eL-09j 11nB OyB 5sh-cs4t land— Tx8 II 44 II all, II m II UB II tae II 2n II SSB II 1,54, _ 1 2 3] 3 4 5 6 > 8 9 10 11 vl d 21 20 19 1B 17 1B 15 14 t3 704 Mi= 6M II 4m II 23 II dee II t4&B P PIdOe GIUea V: 101-0048 :030 O3O.Edlml,Ill:41-0E 11:01-0 16 117:&30E LOADING Z SPACING 2410 CSI DEFL a Ood) Ilde6 Ud PLATES GRIP TOLL 40.0 Plates SPACING 100 TC 0.85 Veri(Lq -0.281]-18 >833 380 MT20 21tl190 TCDL 10.0 Lumber In.. 100 BO 041 Vei -0.44 17-18 >532 210 MT20H 18]1143 BCU- 0.0 Rep Stress 1. NO WB 0.>8 Hora(TL) 0.07 12 nk Nd BCDL 5.0 Code FBC201071o12r10] (MarW Vi 162b FT=11%111%E LUMBER BRACING TOPCHORD 2X4SPM31(la0 TOPCHORD Saudi assail slwalMrq cal eppfed or 8 O purlins, BOTCHORD 2WSPM31(IaG exceptand estrous . WEBS 2x4 SP No.tri BOTCHORD Rigid wiling directly applied or 1040 oc wadng. REACTIONS Ob'sixe) 22=2044A34 (Mn.0.1-0),1P-Ill 43-0 (min.0.14) FORCES (a)-Max.Cm ..RAax.Ten.-AIIIdces25DOb)orimu ptwtan etpyn. `SIS TOPCHORD 1-22=205>9,it-12=1310'0,1-2=-2484/0.2-23=-6012/0,}23-E012N,3i=>088N, \ VV 45=>OBGN,SB=-7011/D,&]=4{46&9,]-8=5814/0,&9-�'BiMO,9-10=3086ID, `\ 1&1'1=14]M0 \ � : \CENSE'•.F� �i BOT CHORD 20.2194819,19-20=O01]3,1&18=0/1256,1i-18=08858,1&17=014659,1S18+014658, 0.119=W3138, =08]e WEBS 1-l"88i10-13=1822-0 10-10i 9-11=128]9,&15=090]=-15=185110. — * 3y4869 7-16::1 1-21=081802-21h30r 2-209532 =1539 }18 -3810, S10=5839,618ilr9i &17S-BB1N NOTES (&10) 1)UnmlAced Bow live loam neve been wrrsitlared 1wth1s deslpn. STATE OF 2)All pates am MT20 plates unless whereas indwad. - �ORIDP•.•' • \�1 3)All pales are 4x4 MT20 unleas Caerwiea asiwaE. G . 4)'Semi+gid ppchneaks enJudirqteals'Member end fivy model was used in Me analysis and design d this buss. VV/ONALT11yN\\\\ 5)Recwacknlo BsmwggbaMA betlavmlleda thea utxeMswresbslned MennWWewwhtwn�h}IW(0.131'X3')mile. //1j 6)HergerbO or othericommoon deviw(s)shall be pravitlatl euNden a auPpoN wnwntraatl loatl(s)13101b damn N 311A on ap word TM deaigNselxTw of suet ownec9on drailm )he the responsibility INoaem. 7)11 me LOAD CASE(S)sawon,loads apoa a the law of Me truss are toad as eont(F)or bade(B). 8)The manuacWred produu is designed as an Individual Wilding oompanent The suitability and w of this component Nardi part'lume Wilding is the relowenliry of Ne building whagnar per ANSI TPI 1 as referenced by Has building code. 9)Note Vieualy diatletl lumber designation BE rep es"rM.v lumber design values as per SPIE. 10)Tensa Design Engineer Julius Lee,PE Florida P E Lienee No.34069'.Address:11 O9 Coastal Bey Blvd.Boynton Beall,FL 33435 WADI SaMwtl 1)Floor.Lumber M.1.00,Pate Inaease=1.00 Unarm Lon (PIG Vert 12-22-10,1-11=100 ConcenVetal Lwtls(Ib) Ve0:33=1231 8,201; A w ee r+ -.a as oalv�.dm forrivvhaTvknx1�rRThin data.mans un,n.rrinera anal l.nve-n .x m:ana nw w.•t. ria u n�wwe,o!ne'n lee mmIkpp, �i,een nm oonalm nmw^�a vinaure amnily wnnpmnnry �espw¢anlry dile Is-Lee PE. rcwmsi0mry drae eunang Mvgmr.F,nneguar- iverroe 11a9CoewlBey ren.r.mA1,ons.nnrewpe�di erwmanevdevnacomun uenry Crnenm olm-sane assn isennnp Cengwmm BOVmm B.FL 33x35 smay lnbmerlon ev m1—line niiWe.5e3 p..Dan. Ped.— pb Tuo Type MIy PiY IWI1W5 NAW FOan FbaTtm 3 1 JOU RMIIun o BUIYNn Flnl6auw. .WFnmih.Fl 9]]M 7M" H] aep a]MuxXKS edNI lru FnNMWWl091 Ala Pgel ID. &MOOp1Cw3 W]n,,noCyTON-PEux%K3111IIN t_elg9aQe'rya'!%3]NxBBNIT%COxICiB ' 6tA H t-M 195 Bcwe=1:11.8 S6= 1 aA= 21,W II s ads = a 10 t1 1 L1 IW M a ] B = 8 96= 99= a6= t LOADING (pa0 SPACING 2-0-0 C31 DEFL in (nc) Wall Utl PlATE3 GWP TCLL /0.0 Plemelnvaesa 1.00 TC 0.50 Ves" -004 ] MBB 380 MT20 244190 TCDL 10.0 LltmMrincreeta 100 BC 0.48 Vad(TL) -0.06 ] MBB 240 BCLL 0.0 Rep Strep lnor YES WS 0.24 HoraQL) 0.00 5 Na We SCDL 5.0 Cade FSCM10TPI2007 (Metro) Wall 35 lb FT=11%F,11%E LUMBER BRAGNG TOPCHORD 2x4SPNo2(im0 TOPCHORD Strudurel wond sMetnirq directly appiM or B mpurine, BOTCHORD a4SPN02(iast) except end vandals. WEBS 2x4 SP No.3(M) BOTCHORD Rigid calling directly applied or 1040 co brecarri REACTIONS O ado.) 9.325N (mm.D1-e),5=32510-38 (min.0") TOPCHORD FORCES (Ib)-Mex.Camp.lMflx.Ten.-Nl lAcec 250(Ib)Or bu mdaptwMneM1wm. y SOTCHORD 7-S=0/3 6]=W390 }tt=32810,4-11=328b,1-2=38010,2-3=3BQ'0 \\\ �CJIIS." //// WEBS as=orJOT,ae=wags \\ NOWS 1)Unbamrztl floor live loads nava Men considered forthis design, 2)"Semi-rgkpNnm kslndWingham"MembereMfixRvm dtl susetlini ansirisaMdesignof Mie Uues. = f 34865 3)Recommend 2x8 s1As Gs,on edge,spaced er 1040 oc and msmree m earl Wsa with}tOtl(0.131'%9�reilc swngbacks to be Sinai W vials at MeiroNer ends or reehaired by other means. 4)This manumcturnd product is designed as an individual building conganeM. The suitability and use of Nie wnppneni l9rarry �� ,.I.r buddng as the respornaibifiry of Me building designer M ANSI TPI 1 as referenced by he buffo,coda. (() 5)Note:Mwalty graded lumber designation SP,represents new lumper design values as per SPIE. STATE OF 6)Truss Design E nneec Julius Lee.PE Flim P E Leans No.34888:Addreal 1109 GOasm1 Bay Blvd Boynton Beets,FL \� 33a3s F�ORIDP. ' LOADCASE(S) Smndartl //sis� NAS-�'�``\• / y]Onn11111� Maj 8,201'. A . a.en vapiw u:onlree,Hie�ew.rceanRmnivvsrl.ea-con awui ars-re no.«.w �«.�meimmw emia"a�w�mt. sio�vean.te..a�weme�re.e�e p�oa,�.opo.n��a ameo..emnnw�.wen Orw�Neae..e,.,.�. ce. ,.3n.�e aa.A• uleni wovondnei.d�alwen,.imi,erg. mmn euinpm^a^m doey c+n. .1109 Lwve. 11 ro< �..�«Sea11ro tto9coaeuleer Meutim nuee4rym i uwaw�I-rhe nvn Montnemn D, n.sv dolts mune.o5ade.na Bean evnnnq canpmem Boynlcn eeetli,FL 53435 smty Int.rmau.n .n rob bwn Fwaa Mme Ineuuu,sas Ironmm.onw,ntee.m.v.1 vtts. pb TMUTypo Ory Py R721M7 n140a fft fkvTim x t Job Refemmoptions) BUYYSFYWwaw. .WiamWY.FlaxxY ]8lp a8p]..O..MRek..ruEaa'ns FnMryx®GBAa0a T115 Pge1 ID_BAMf1O91CwBYVymI•Ayaf.yTOM-t#IryWHCIEl0yDT8yepj11WU511TCCyeHVGtlO - o-1• 1-7-11 XAA Hr f� r Swe1:371 m= lw - 4r0 m m II Zed II m Ore &10 = M II 2A II m 1 2 3 4 5 8 21 T a 9 10 10 to 12 16 16 132 m m = 4a4= m= m= m = = . I1 SA m= m= e4 txa t Pleb Olfwb 1'0.18 4:08-DE 5:60-06 :0.30E B: 3-0b 10:0.180.08 13:0.18 E0 LOADING (pep SPACING 2-0.0 CSI DEFL in (Im) Vtlell Ud PLATES GRIP TCLL 40.0 PING In.. 1.00 TC 0.80 Verdl-Q -0.07 17-10 >9W WO lil 0 2441190 TCDL 100 Lumber lfcfoo 1.00 BC 005 Vagri -0.1217-10 >ON 240 BCLL o0Rep Strmsmor NO Vag 0.01 Horx(TL) 003 14 Ne Na BCDL 5.0 McFBC2010rilo o7 (Mae) Wight 100b F1r=11%F,11%E LUMBER BRACING TOP CHORD 201 SP No.2(fiap TOP CHORD Stmdurel wvotl sheathing directly applied n 649.pulpa, BOT CHORD W SP No 2(Pat) except and vardmis. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6 D m badW, REACTIONS (lbefte) 20=682 S.0 (min.0.1A),11=132/031 (min.0.t8),14=1870/0.30 morn.0.18) Max Uplift 11=274(LC 31 Max 0. 30=ftV LC 10),14=1 WILD 9) \`\\\k; 111111" FORCES QD)-Max.LdnplMax,Tan.-All lotto 250(IE)or lam ampl wfian sllom. 3 V --'K 4 TOP CHORD 1-2 58510,1611=0288,1-2-�90I0,2-3=154/Q 34= 3/0 8180 .4-5=-18030. � : CEN3F'•.F� 5 -18010,6-21=371/0,7-21=3710,7-8=0409.0-9.01489,&10=0488 i BOT CHORD 18-19=-011300.17-18=01IM7,W7-0/18I 15-16=11M555,14-15=98410, 1213=-4a900 * 54869 — WESS 7-14=19290,1-19=0.800,2-18=819A0,2-10=N18B.31BV43N,117=145267, 7-15=0/1898,6-15-1606/0,6.16=109YS85,10.1 Y-02110,9-12=0YJ06,7-13=0870, 8-13=32010 �� VIRJ .... of NOTES (310) STATE OF 1)UnEelancetl floor live loads nave been consdefed for Nis realign. F P \�I 2)Pmvitl animlmnnedion(byo m)Wt tobonngpWemp Ne OlwMN ndin2741buplMMjdMlI. �ORIO- 3)'Semi-n01'J dempreaks inducting M1ob'Member end fixity model was used In Me anit"re and magn ofba trusts //SS�•••- (��`�� 4)Strmgbackst0bea�nancgnedtoo'wallsMtl for a omValnmbywerrf na.No 3-1Da(0.131'X3'),115. /q/ONIA,-11)kN 5)CAUTION,Do nM erect truss badwerds. 6)Menge q or other mnneMon mvim(e)strall be provMed sulflclent W support canmntrabd loggia)701 b down M 10.34 on top CtIOM. The CASE alaellgl of 9Udl WnflCggn deVlGe(S)R be feal:OnelbilRy of Ot118B. 'l)T the LOAD CASES)sedan,Inds appfred ti the bre M Vin Veen au fond ea frets Nl 8)TNamanuMdungi pMe0ep tloigityof en indlntl esignerP rANSITM. TNe wNNlityend we of bis wmpomMfa•fry onirubr building po is the faspandbgna of the building dopier per ANSI TPI 1 ae rebromtl by the buiding code. 11)Nob.sgDesiig Engin lumber designation PE, to represent owlummr59Advalues1 CSPIE. 10)Tmee Design Engineer:Julius Lee,PE:Fbfida P.E.License No.31889:Atltlfoe:ltOB Cwabl Bary Blvd.Boynton BOM,FL 33435 LOAD CASE(B) Standard 1)Floor.Lumber Increase=100,Plate Inman=t 00 Unaofm Loads(pit) Ven:11-20i 1-10=100 Cofwenm MA1 Lords(lb) Vest 21=a84(B) led 8201! Q wggrvwa.veiXymerpnperammen nno REnn NUiE50N 1/115 PNp INGLU0E0 rwiFw REGERENCEGFG nein valYfu uu mry Wtlr Mne4 mnrcYars inv Mepn lalaW mry rpnn gnmefen Lrmn,end'ab an m9iM6y<WiMirp,,pore, Aut"le,e/of Mtian pemnunane prcpr,,..eu gmmpo...sre..siial r ars— uspaner Awn nppMtlin6nGunroE,sore,spry. apnrry aunnp¢vibe erwryWW JIrecee PE. w pmwndxvrq of me are •rel ure,19erseift serery ultle wiuiiq eniprrv.Eo ce..Itii t1n3CoeitelBq �wean Ae]puYTy wmml,Mmpe,eeuvery,ereuonaN snorts.m'nurn AxsYl%f WalNy CrXane oBBae ash aCslf aurlarne Compount Boynfan Bea lr,FL3%35 IMmmtlen . psi PLAs ruse,$M3 Dopes,D—Math—W53719. ME Tues Tod"Type Ory Ry IpT101Y I]1Na FI9 flmrTna R t Jess RMM2�2 vl yi1Mn FlN9cum, JximNrv.Fl531M Ta yfY2]2012MRMHWYMbkgl Fn MVYUap999:dQMCUIM 10_fiNA00pICeRY V ilMTytGyTaxkitpMBMUviG V B6kgi92GKv%M4uBNCOsIICptzILLS 0-0a H 18 1.zo Sae-13JA Bar ll m 11 mll m II bra 54 II 2 3 4 5 5 S I To 9 R0 0 6 4a= m = 14_ LS 15q 11 9M 100-0 <LUi B 12 11=12 12112 b0 Pleb 161-806 8:0.9-OE 8:0.14 e0.1-8 19:E bt- LOADING (pati SPACING 2-00 CSI DER in B.) Udall Lid PLATES GRIP TCLL 00.0 Pbia Increea 1.00 TC 0.85 Ven(LL) -0.08 9-10 >999 350 MTM 2441190 TCDL 10.0 Lumberlrcreaa 1.00 BC 0.88 Ved(TL) -0.13 9-10 >BW 240 BOLL 00 Rep Staalnv NO WB 0.78 HOri(R) 009 ] Na Na SCDL 5.0 Code FBC201001P12007 (Metrb) Weg1d:821b FT=1Me.1 ME LUMBER BRACING TOPCHORD 2x4SPNo2(Sa0 TOPCHORD Sb11dV181 woodshaaMMg OimNy epplietl or 8-0-0m Wdins, BOT CHORD 2a4 SP No2(Sat) evept end veNmis. WEBS 2114 SP No3(Se0 BOTCHORD Rgk csililq directly appliee or 10.0.0 o bradng. REACTIONS gNMae) 14=]6]N9-0 (min.0.1-8),]=12]000-300 (min.0.1-8) FORCES 0b)-Maz.Comp]Me11.Ten.-Nfmpea 350(Ib)wlea exmpt vMan sllom. TOPCHORD \\\\\\;`15,1115 1-14z]83N,e-]=t262M11,1-Y--0OBN,2J=1920N,3+--235M0,4-5=238510,515=125]10,6-15=128MD V K BOT CHORD 12-13=0f1lAt11-12 12350,10.11=GR 9-1011 8-ge0123]1 ;3 WE - BS 6-8=0/1831,1-13=N1013,5A=-150910.2-13 94W.2.12 1638,4-1-iV391,3-12Jh95N \GEN3F•'•`LT NOTES (68) = * `•-* t)UnbalancM Soar live loads have been considered fa MIA eeagn. / 34869 2)"Semi-rigid proboreaks inducing 11eeW Member end fixyl model ares used in the analysis and design of Body muss ///) ry 3)Recommend 2x6 sbongdacks.o edge.speed at 10.60 m aM bstenad b aM WsswM 3-tM(0.131'X 3')retia. — /y^/1 sem` StrolpWMtobeall WN lkat MeiroWerendsorme inWbyoMermeans. �A .Illy!/Y's1_L 4)Henga(s)or oMer mnne w devim(s)s1 11 be pm di wMdmtW su[gorl WIYR Wd Imd(s)BOO lb dove N 10.34 m by [V dwN. ThadmigniaW mdouMwnH ndevice(s)is Merespodblldya.Meor STATEOF 5)IniHe LOAD CASE(S)section,lwdsapplietltotbebmoftMtrnammledes Swrt(F)mba(B). 5)This manubdured product is designed as an individual building Wmpwent Tbewibdldanduw&Mismmponerrtbrwy particular building is Use mpcnsibiliry of Me building designer per ANSI TPI tesmfearcedby Mebuibingmtle. 8)Truss Design e a neeedl'nJulius mcer eLee9 ce Flanrepresents. oer have e No.W6ber deal '.Addrvalues s.1109�oasti Bay BIM.Boyson Beach.FL '�,,�N1A111\\\\• 33035 LOADCASE(S) StaMeN 1)Floor Lumber Incheasent OD,Plate Increaea=100 Uniloem Lends(p1O Ven:]-14=10,18--100 Concentrated Jose,(to) Ven.15=-]20(8) 8,201: Qw �.ne Mvenry 111,peern,End LNo.ES JNa .NES AsiuNnnEn M—REFERENCE Ibzgn vu. „mnN vMMnM m�nwm.TN.e..9n i.mN Dory umn p.nmelers zn>un vN b1u xn m AµuNl4ty olEeu pvnmmkrs eM pippnYm�l�Mbn darnnpnmlianerunutillM of LuiNvpvpnernd Oezp.e�anepmoxn IsroilroN eupmndlntivieuvlvCmvn'Curt my. bngaevry Pwnplo nnn zlaNulry vu - Igdme 11MJulCoatal ren pemanzMemrp, weenn boning mpmuemry olneedlernahualn¢Fo hill-Mvi Itiv Norman Boo Bey I�onppu�vlarmnuol.rreng,"Oncr Neliv.,..... a,untr.�arM� <W5 o7teOuvINYCMi�iv,CeBa9 vnC dealt BmlOiry Comparer�l �YApl BeatltFL]Ji]5 Svhry lMamu lob T1uea Type OIY pit, I Ien10al pled" F15 FlmT— 6 1 Jub Rekrente (optional) auYMaFYFlacuu. JFivonnY,N"32M ].YAeaeP311013 MRekbWellea.lrc. Fn Me/oBM:%W 3015 Ppat 10. W]1114YIYPOYTo kypMBMllvstivabkp192G W EM2LeF4W OSM1GDL]Itl5 std H x xn Sole=1ST." 9M = Isid= ad = W = 3v5 9M 1 z 3 4W — b s 1. 12 11 10 is a ] yp = LS= a— t sa II t m II ma— are = t5P II 1640 12-1d 1 Plate OBSMs :61-0E LOAdNG (ps0 SPACING 2;% CBI DEPL �O.M7 Udell LM PLATES GRIP TCLL 40.0 Pbtes lnveex 10D TC 0.41 Verlx990 380 MT20 2MI1B0 TCDL 10.0 Lumber lrereax 1.00 BC 0.84 VergTLe009 240 BCLL 00 Rep Stress Ina VES WB 0.39 NMINa Na BCDL 5.0 Coma FBC2o10?P1200] (Matrbg Vill 63be iT=111111 NE LUMBER BRACING TOPCHORD 34SPNo2(Mt) TOPCHORD Structural wood streeting drecBy Modest a 860 do p1trlMa, BOTCHORD 2a4 SP No 2(li .111 end rartale sNEBS 2x4 SP No.3(Mt) BOTCHORD Rigid ceiling directly applied or 160-0do bracrlg. REACTIONS (Ilame) 14451 (rrm,0.t-B),7EE57rtr1er1Ianal TOPCHORFORCES D) "1b15�48bN 1-15 45.N, �S1N,bt-2�25N,2- 1mi 3J =161410, !- =I3B5ro,5-S=-59810 \\\\`1�CJIIc ]rr/// BOTCHORD 12-13=N116Q11-12 1614,10-11=M1614,3l0 1614,"B 1140 \\ EN-' WEBS 8-B�IB13,1-13=0I804,Sd=]821D,2-t3=T51D,S9=Q91B,2-12=WNt 0.9=40Y0,312=99010 \CSE '•;`- NOTES (5-8) 1)Unbalanced Boor rive lads have been considered fhas s design. R. / 34 9 2)"Semi-rigid pflude reeks IntlW'mg heels'Member end fitly model ryes used In Me analysis and design 0M thal 3)Recommend tae stmngbacks,on edge,spaced at 10.0.0 m and fastened to each Was Aden 3-1 Oct(0131'X 31 nails. SWngbackstobe mucheitowalls at their aM1ereMa a restrained try Wllermeana, 4)CAUTION,Do not erect truss bablovards. 5)This manuhaured productisdesignso Asan individual buildlnpanppnent The suitability and uxathucomponentforeny ECIF ,articular building is Me responsibility 0 Me building designer pa ANSI TPI 1 as referenced"a building code, R. p F P--' 6)Note Visually graded lumberesi Emigration SPx•,Represents relumber dxign values as Per SPIE. 9J ... . \\ H0A422 to amaN Tmssb Carryi pmember uEENo.34689:Atldress:1100C...tal Bey BImach,,Boynton mach,FL 6)33435 Use Smeson TpsllA`I��\\ LOAD CASES) Standar 1• Maj 8201! Aw TES ON DOD A p�9 Dl MTM eunneennRTial den h eN d ran badant doAdvandlint aara% n, �n onryneN er oznw9mi resmYry eu9rymnswwn zllre azponsduilyd In Julieslm PE. dind Inia,.1 MA. ddme sldMy dl..Ani lldlno deapner.Fw v—.1 poa—da ra9aNlrp wm 11W CeMBIBry u.,..'s�adaq,avid, Oertnf-.Mona,—v .Ani.11 C.,a and aCM l laudlp DimpmeM BOpy0n 9epI,FL 33435 Sdd,intmvenna Turd PMelnaNuu,5e3 n'Ondm braes,W]Ism.W53719. Job a Tua Type OtY PIY Menta! Job m Fbrc True z 1 JOE Renal at BIWae Fae6•wina, iFgm'i.Fll33M I ad.w 1L113MRekrusbar a. Fn Meye80e A.a301l Pyt ID_BWQOfCa9YNAcOyT.Ak i,MAVD9K400o]BVAIRRMF2M MIUEZN9 o-1a HI r +" s=]13 M= s= W= +A6 II 9q= 96= 3x4= 1.w = IISI 1 2 3 4 5 e 3 e �pS 1e 1e is 14 13 a 11 +o 35= 4xs= u4= 3N 1ED uBJ +R-Rd + ;G2Od PIeN Olfsels 1: 0.1 8:0.1-0Etl 14:61-0E LOADING (p.0 SPACING 28O LSI DEPL in (I.) Me UO PLATES GRIP TOLL 400 Plates lb. t00 TC 0.65 Vel 4)IS 12-13 >09 380 MT20 2441190 TCDL 10.0 Lurn=rKreem 1.00 BO CSl Veri 42S 12-13 >676 240 BCI1 0.0 Rep See.Inc YES m 0.51 Hwz(1L) 0.05 B Na Ne BCDL 5.0 Coca FBCM1QTPIMr (Metrix) Might 84M FT•11%F,11%E LUNEER BRACING TOPCHORD 2x4SPNo.2(Sat) TOPCHORD Structural agood sheaMMg directly aWliW or 840 xlsudllN, BOTCHORD 2x4SPNo.1(eat) except and wis. WEBS 2x4SPNo.3(Sat) BOT CHORD Il cal,diamyappled or 1040 rc beorn, REACTIONS (IMsize) 17� (min.0.1-5),Saltr P (rren.0.1-x) FORCES ( ) 31]-18 ]10,1-18�SBD,ars Corni Ten.-AM 1&1�9-�588N) at B1B=-B65N,1-2 TOPCHORD •-0]SN.2-3=-2a02A1,3d•-295W0,4-5=385N0, \\\\`1�SI S.K �]///' 5E 273M0,8]=-21098.]-a-071m \\ .•• n / BOTCHORD 1816=01l 14-15iii)RM1 - 050, 512,1W 10-11=0/1634 ,/• \CENSLP-'•`�\ WEBS &10=011123,1-16=0/i 7-10=10B2ttL 2-16=1061N,7-11=0850,2-15a0B30&11¢ 1110,115=-0 fVO. i 6-1241352.3-14=0822,812=-39W103.0.16+-258'0 * / 34869 NOTES (0.6) 1)Untelen®tldoor live IOads have been conaMwetl for Mia dei 2)'Sani+i9itl ptichbreaks indulging heals'Mernbef end fixity rrwdd ages used in the enshrine ago design of Me true. 3)RewmmeM 2x6 stmrgEeGs,on ed0e,spacad et 1080 m aM frstal M each Was aiM 110,1(0,131'X 31 nails. ((� SEM9baGs anal bd llsat Meirouerendswma iradbyother Taans STATE OF 4)This rranufadured product m designed as an individual Wilding wmponem. The saudAldy and useMthiscomMsetfwary --••.•F(pRlO -/�`�\ patlioular building is the respona liry MMe WiMinB dalpner Fail TPI I arefeanredby Mabuiltlingmde.5)Note iiii1suall,grodebt e)Trude Design Engiineelr'.Ju uaumber dLee,PE Flm'tle P.E.Llcena No.34669design ddress 1109 Coal Say Blvd."norl Beach,Fl- 3:1436 L33435 yf/1111111111\ WAD CASE(!) $tarbaN Me—_. ..._ 8,201: A w ve.M ersiv^P+•+merers eye a[4or+or[s nx rxis cxowcruerc m,ren eer[e[xc[paa - �H'am enax xmeaon.inm ceagn m bases o-yy upm panmewz nw..n.ane rs m�an im PpNpigub ryof Mnpn pnlinene �Ir.-apmlen ermmpenem la naponntilq Nbu1101 Q4evB� � es�One�Ezi auppend any. nmpay saaneminsun sapid uny�^^ lily me JUM1u¢Lee PE. erni duNman me,su muoue u�m rev�ucriMmnre wia•re eesivre,.xc,eenare�i Wez u nYrero B I0e WNi eM B.aH Nb meX mp Mnleilome�e,aepve p�entl„naMaaa nnee,—ii viRl wuiMCMena.oaeNaM aeAt 6upme Cempbmm Boymm Bmtli,FL 33435 M!a)t9 •• N'= remou IPI � JobReap2� meal].350a6ep3]3013Mnak lnCueNa,M. Fn Mry L80b3&.U]3015Pp1 4[4 2 3 4 5 6 ] a 1a 15 N 13 12 11 10 aa5 = AN = W = 1Sq 11 W = u4= 4x55= }9 INV510V Y) it:EE 0.1 6:0.1-BEE a 16:0.14E LOAMNG (pat) Sli 2-0-0C31 DEFL in (Im) Net LM PLATES GRP TCLL 40.0 Plates lla .. 1,00 TC 0.68 Ver(LL) -0.1912-13 >999 360 MT20 24ANK TCOL 10.0 Lumber Invades 1.00 BC 0.92 Vei -03012-13 >646 240 BCLL 0.0 Rep Stress lncr YES WS 0.54 Hov(TL) 005 9 We we BCDL 5.0 Cade FBC2010?P12007 (Meek) Weight B4III, FT=11%F,it%E WMSER BRACING TOPCHORD 244SPNo.2(flet) TOPCHORD SW,,Wal wood sheething dim applied a 840 do Rudica, BOT CHORD 2x4SPNo,1(fla0 exmpt endo .Is, WEBS 244 SP No.3(flat) BOT CHORD Rigid calling directly applied or 10.0.0 oc bmctng, Escapt 2-2-0m brerng:i}19. REACTIONS 9Meim) 1]•8]BN5s4 (min.0.I-M,9=87W5.0 (ergo.0-14) TOPCHORD 1117-1 ��18 1 T��7510,)&lB 74N vt-X8]/0,2-3=212=,3i 290710,4-5=29076.5�2 BOT CHORD 1&16�1959, 1}14� 907,12-13=N 7.11-thN2601,10.11185/ WEBS ]-10=10]510,2-18=1071.7-11=¢1673,245=MfslZ 6.11. 41.}15=-BIND, &1Y-0I366,&14=.653, 4-14=27510 * 34869 NOTES (48) 1)Unbalanvd floor live bads have been mlNidesed V We devgn. 2)'Semiaigid pmonOresks lnctWing heNY Member end Maty model wee used in Me antes antl design of but true 3)Recommend!2x6 shm,lot ,an edge,spacatl at I0-M to,aM fastened to each Wes w6h 3104(0,131"X 31 nab. Strangbecka to W adadled to walls at their outer ends or mataicad by other Meana. STATE OF 4)Thismanurecaredp Wisxsi9nWd an'indiyknalWiaingmmWo t The UNidyamumdMismmpmentwc P , •• �2� articular buiking is Me lesponsibilily of Me bulbing designer per ANSI TPI I as reiercnced by Me building rods, FLOR5)Note:Vsuall,,genteel ID _ s '•......... n So lumloer design 6)41 SDesign Engineer Julius Les,PE'.Fl,mda P.E.Licefanse No.3488S Addleale:it09 CoufalBBay BIW.Boynton Beect1.FL 111101 LOAD LOAD CASE(S) Sfanlam 8,201: pw o..re.R F.noexaa. ae rb�H we. e rom'�x�ma .:a^p==^pmm•e a�ox�inmporewnnmmmnenl:a,pme5nyw amoreMwm song. era dewy dun drrtr nlne JUYn W PE. naming MpAmiPnp asIftyCn nig Venceeparep 11WLOYWIBry m eamaeory bPmglnem eearge P,--a.nra in :ovl nxa rmto inv deem,oaeaeane scan ems Idly lnlemutrona 63 tla�dne give.Ageism,NA 53)tea ere aa�eenew Bol'me BwT,PL 33493 olue, Fzt f10FTNY z 1 Job Reference o anal dY]en FualBaaw. Jatlavmla,Paawr 7=ssoa212M2Mnakl,hsnasIm FXMry0808'.36:072016 Paaa1 Or"00gICaBY M?l cCyTmk£OGUOXO 7B2NJ ClAytenXH37gasQpI 2 1.3d t-SB 51a II zm II 3xa II art II SwN`11g9 2 40 ] 11 a NR 1510 II 9v5 = a e ] 8 5 05= 154 II 154 II AOd SBH 0.0-0 1 Pans DamN 2:0.3-0E 4'0.30 :0.t£ L DING (pall SPACING2-00 CSI DEFL in (loc) gde0 UE PLATES GRIP TOLL 40.0 Plata lrlwene 100 TC 084 Vad(LL) 4).05 7 >991) 300 Il 244/1941 TOOL 100 Lonna saes 1 W BC o90 Var(TL) -0.01 61 >994 240 BCLL 0.0 Rep Straes dna NO WB 019 Nwz(TL) 001 5 nla nue 9CDL BO Code FBC2010?PI2001 (Mabix) Asnot 30M F7=11%F,ll%E WMSER BRACING TOPCHORD 2x4SPN0.2(aW) TOPCHORD Structural all Masi directly applied or 5 do,purlins, BOTCHORO 24 SP No.2(ap) erupt and aaNub. WEBS 2x4 SP No Sidles) BOTCHORD Rigid will dai appeal w 10.00 m anal REACTIONS (!haul 9=154IMechi l,5=7l4alarlranlral Mas Gov 9=184(LC 3),5=820(LC 4) FORCES (Ib)-Max.Cwnp.Nax.Ten.-Allfwus 250(Ib)or leen exmptwfien nlhassin S_S./( � X4 TOPCHORD 1-8=-80&0,4-5=02&0,1-Y-114010,2-tC=114010,310=-114010,3-tt�22/0, " 4-tt=az2ro .:' \CENSE'•. BOT CHORD 7d=04 140,(1-1=011140 WEBS 4-0=0820,18-011484,3£=08&D,2-8=81110 34889 A�'o�/FA_I NOTES (8-9) ///� 1)UnWiancedflaarlirelwdsllavabeenwnsiewe Nisdasign. 2)"Semi-rigid picked aks including heels"MembaeM fixdy mM was used in the analpis and deagn W Mia Was. A F�x 3)Remmmend 24 5bongMr .m edge,spaced M 10-0-0 a antl hscened to each truss wiN 3104(0.131"X 3')nails. ((�` Shongl lu do be Wnsl to sans stolen ounsr ends or restrained b,other means. STATE OF 4)Hal oroalamnnecMn devim(s)atoll beprovided su8itlenttosupport mmmntreed badly)5211bocanat 1-104,and 521 ••. F P • \�` Mai at 3-101 on top dlord. The desi9Nselecgon of sups cornea.devim(s)0 n' e responsibility W o0lers. Lp(y)D 5)Inure LOAD CASE(S)secdm,Imrsappli WMefaceofine WaamnW as WM(F)wMa (B). e) pal building is resporna liry of Meti Indltlling�ignee�r M ANSI iTFI l a ha rewfeWrenl EabyN EuilE 0codia Mtfw enr r.,,ONA1-\\\��• 1)We Ysuall,gored lumber canal SP,repmsenb rlew lumber design values as pa SPIE. 8)Truss Cal Erginser Julius Lee,PE'.Florida P.E.Umnes No.34899:Acidness:1109 Coastal Say BIW.BoyMon Barb.FL 33435 9)Use Sanibel THA422 b ale an Truss W Car,ng member LOAD CASES) Standard 1)Floor Lumber In.1 W,Plans Invaasel Unifomr,it(pl0 Vert'.S9=t0,1-0x-1 W Contented Losses(Ib) Ven 10=441IFI 11=A47(F) 8,201: Qw -v.mxe.nanpamm.r.,.-11lr1111l1NTN'aaNrfNCU na.TEvnEFEreENCEPnt D&W-0d Mw o6y Ills N111 vnnaana.mea semen is based umr Wn per lys— I—aIII r«an ine4Nwi W dnO�^Psn Enem Apgi If dlur.r prer.Bri avn, aupys nl u,evier ura�vnanmeme»enron�iy�A eery eulna mnav,m amp wue Jutiu Lae PE. aFeam.n.i..m.nanleanY orure.vzreraweou»re�.merezewistilih ane acrGn..rw W.nleu C.as reG.Nre --1 eW sllyalM-1 el,19,IIIpere6.n Inn y1,10-11 ANS RPlCnnN,Oeaeana BCV1 all CemmureM Boynrnn Be A.FL 5435 aimm oolnrnn tm.a sully, '- mlow n14m m Homrww F bb Rral,e'.e a iwlal BWbn Fif&xem. .ArMwMb.FIeIIM i93CyTe - b Mart I2J" N[.Fn MDMrere3BAAle Ygei ID_BMI W gICP9YV]nN9'rycGyTovk-iep4'JkYptpF3JfANYE_ONMDMYFNBgpLURy&Ip1 0.1-0 1.3-0 Fl, e4I IA=za4aid11 sU3= 3u1e=19A 6 1� 412 � 1 8 ] 6 6 3v3= 1 Osd II 3]J )J LWDING (ION) SPACING 260 CSI DEF1. In (loo) Men LM PLATES GRP TCLL 400 opesMoisesb 1.00 TO 0.12 VWKLL) -0W ] a999 380 MT20 244H90 TCDL 10.0 LumMlrcrae» 1.00 BC 0.07 Vast 4.00 ) -999 240 El 0.0 Rep Stress Ina YES WS 0L) 000.09 Hora(i5 Na Na BCDL SoCotle FSC2011412W] IMaO'ip ~t23E F)=1194F,11%E LUMBER BRACING TOPCHORD 2x4SPNo.2(Mm TOPCHORD Structural lssocE sheathing Llredy appleal or}74 oc pulins. BOT CHORD 3x4 SP No.3gIe0 ..0 and MfSmk. MRS W SP No.3(nat) BOT CHORD Rlgie cellly i irec8y applietl or 10-0-0m brscar, REACTIONS (Idvze) 8=183J0.3J (min.0.1-0),5=188rtteMenrel FORCES (lb)-MaxTen,-All torcea 250 go)or Nes except when shown. `\Y t\111III1",y, NOTES (S8) �1 ``S S. /i 1)Unbalana.N1mrllve once neva been mnskentl tar Mr.tleagn. v .•.' �(�� 2)'Semiegitl pittltbreaks Intlutln9 tieels"Member end fitlry motlel vas uutl In Me aretyaia and tleegn INM®mine . 10ENSF (C 3)Rem nb 2x6 stmngb s,on Wge,spamtl at 16¢0 m and fasten W each t n3-lW(0.13l'X 3')rein. Stmngbacks to W atMchatl to wells at their inner ends a restrained!by Weer estate, 4)CAUTION,Do not create ss becoHama. * J 34869 5)This nanneaura0 pm0uctietleslgnB]seen ineirdl al Willing oonlpalent. Theail litrantluw&Nsmmpanentbreny ///� ry McNmlar bulking is Me responabiliry dMe binding designer per ANSI TPI 1 as rekrenmb by Me building mtle. =� _ .// ,a xr rte\ 6)NMe:Vimally gmdW lumber tleeigretkn SP,represents naw IumWreeeign values as per SPIB J/X4I'/�/Y'A_H T)Tis Design Engineer:Julius Lee.PE:Rana P.E.License No,31689'.Address:11N Coastal a,BIM.Boynton Beach.FL ((� 33435 STATE OF 8)Use Simpmn THMY M aNxh TmesM Cai y,member DCAStandard!(S) Standard! ' 'sn•. ... ... � LAA1 V,!ONALt�ttt. 6,201! as a » nyBWAv-a sbsr,,s W„ , sha ,n_n.F>ae _ moo,-r;a.a.a. MM�Mrexw.4.eenmae.aq.,M n wa lrsawid , ,letwr �4 a Mry 4t alesro d-ry-F,rg a rtr sill Julius Leent wr —dor a epn dying silo al le-1i pllry W l gle CeaM�'ur.F um 11 W on Baa hay flb—saleryliM44au pawl am �esd pn��u� m tgpuellryemere,ose89 ane ue'inp eempenem BgMon BeatlI,FL 311 ant9sl nt465 IW9 .MPc.ananallRV96 4 t bb aeM1ren® o tenet gPyFFMaiup, yMniwi,FIL2M ].aLr Sp3lAl2MRek1maniq M[. Fe"OrmAW201aiiii ID. OW00gl WlnM'Xyc4TON-ImN y2a0 UiWIOZOHozmm3FyMAeBPyMM 8819 5412 410.19 � � 3-415 5113 41,1 Sella li 4 2a9 12 e W 9 8 T1 3 B1 1 10 tt ] 13 9 a Lw 5 M2 &10.13 5 tR 61 PIeM ORSMs12,04-13.!Edeel LOADING (Pi SPACING 2-00 CSI DEFL in (dc) Vital Lb PLATES GRIP TCLL 20.0 Plates I.. 1.25 TC 0.65 Vai 0.04 67 >999 240 vi 2441190 TOOL 7.0 Lumber Increase 125 BC 0.61 Vorti -0.09 67 >999 180 BOLL 0.0 Rep Shwa 1. NO 6V8 026 Hool 0.01 5 Na Na BCDL 5.0 Code FBCM10ffP120V (Halm) Nbight 42 to FF=2036 WMBER SPACING TOPCHORD 2e4 SP li TOPCHORD Structural amtl stlerthing directly aper orb oc forest BOTCHORD 914 SP No.2 BOTCHORD Rigid oilirg direMy applied or 8-10-14 to Meeting. VVEBS 2x4 SP Na3 REACTIONS (Mall 4=111IMeMani®I,2=3>BNi-15 (min.0.1-e),5=183PAecNtiral Mu Hort 2=166(LC 4) Mae UpIM 4-123(LC 4),2=30](LC 4),5=115(LC 8) Mss Grey 4=135(LC I).2s459(LC 2).513) \` VS FORCES (ID)-Mae.CanV.IMax.Too.-All ft.2 (,(to)or lessaxceplsMen slwwn. \GENS TOP CHORD 234],31,.6141161 '• F 8=�883t BOT CHORD 2-10=i2&6OB,10.11=42FtB08,]-11=42flB00,]-12=428/808,512=-428808 VVE65 3-8---6316,440 ZZ NOTES (8-10) I)VAnd and goat)Vaud=r DOL::iplate.proDCDL=30psf,K24fl:Cal.11',Exp C;Ercl., i'p I�l/Ub Ghe Maps h s seen (envelope)gable MN moth;Lumber DOL=L80 plate grip DOL=1.90 2)-Th rues has been rdesignenor a 10.0 pM bottom CION lire bad nonconcurteMailM1 Mry haffier ers a give lough. STATE OF 3)•Trit trues Moe bodufmgford an la load M20.Opal m Oa bottom cMNin all areas wherea redangk 330 MII by 2-0-0wlde vi ht bemech the 0otlam Mord and airy other mambere. FLORIOP. ' /)john 2 annd 115t' ucolift ad pint (by othem)Mtmas to bearing prate®peblaMaithMandin91231b uPl8lMloiM 4,99]11,uplift at 5)'PSerriaipi pilMMeeks humding real Member end Many model was used In Me analysis and resign 0 Me truss. 6)Hesitant)or other connection devi®(s)shall gh provided sufiCent to support m�nratad Ipad(s)816 coin and 35 to up at 4311,b to do'mt and 35 lb up at 4-311,and 401b down and 9010 up at ]-1-10,and 4811,coven and 96 0 up at 7-1-10 an top Mor,and fi to down and 461E Ip M 1-512,fi to conn and 4611,up M 1-512,12 to coven and 2 E up at 4311,12 to down aM 2 Ib uP at 4}11,end 4211,davn M 7-1-19 aM 4211,down M 7-1-100n natbm MON. The deaighholeGGpn ofarchCpIMMM deviashn Is the reapore,biliry of otMrs. 7)In the LOAD CASE(S)sactim,loatls apphard to the lace or the truss are noted as MOM(F)or bark(8). 8)This fM1]nulactumel prD]uel is designed as an individual building Pon,forM[ TM1e suitability antl use Millis Lg onMtW Mly padlwlar building is the responaNYry of the building designer per ANSI TPI 1 as relerenced by the building code. 9)Note:Vii graded lumber denigration 6P,repreaenls new lumber design values as Per SPIE. 10)Truss Design Enginreec Julius Lee,PE Fl ida P.E.License No.34869'.Addreaa 1108 Coastal a,BNd.Boynton Beech,FL M435 WADCASE(S) Standard 1)Regular Lumber Increase=1.25,Plate Icoreese=t.25 Unllonm Load.(Pip Vert:14111 2-5=10 cmlbnued on page z luli 8.201: Q -mem amen e>rameren>neasa0 worths ox Mars axOmamaO mesa asreaen¢Pn0 1,>LBa vs..uu.,..sai mnmtlers.Tnl>o»g vvi only uponpenmelers Avm,vi 11—r u>I bus,ov 1. Aq,rr tilg Neaalpn pa mins ane pmw,nmWrv,,,on mmmnanl is vio—blis,(rivii ds,-nd m,l>ter.l>uprMNrpviau>Iveeniemcea oniv a >mporzry w>eMm.nwre YYtiliry ev.ne mnAvla n:nes sAillM aiM Julius L.PE. omy one bdlmns III,r o^.an , Iiii .eaelym r-m��ecen1:p`e cn�w �svmaapvaliry e.wro,Deli 11&.ildin.enmpn..n '.. Boymm B..FL 33135 h +az wIM Nor. 3 1 all RefterancaW— o mel BrBhnfMlPouq, .bcmA..Fla4lM 1aMe6epP30131MTMIM le , GSVbMw WM9ipBM10 Me Pp? Is I D_BMgOpICpBYNnNiF/cC11-0 MDPZ925Vm213u1zG5YDprJMk_uN IRIa] 3� N-nd 2eo-2 31-11d 3stta z80 11M114 ~)3-13 4&19 1 4414. 4414 46to 1t-z 1to-14 3-0-0 • - yya..1:Y.9 3N II mtd= aI = 509= 3r Ice rz I t8 196 N N e ] 22 a N 9 3 10 131 �t ade a = t] 33 Zia 37 fa 15 A 3D 1I3t 32 19 W 3x1= W= ]x14 M12C11= ha= W 1-11D +u PIest ORsets XV: LOADING (psf) SPACING 280 "I -i in (bol Mtlall W PLATES GRIP crease TCLL 20.0 Palms In125 TC 0.]2 Nier1(LL) O B] 15 >562 240 MRO 244,190 TCDL ).0 Lumber lionesses 1.25 BC 0.]1 Ver1(IL) -1.23 15 >308 180 fal 187/143 BOLL 0.0 Rep gamesIllNO All 0.]e Hoa(R) 0.25 11 We Na WDL 5.0 Cafe FBC2010fTPI200] all Vital 157 lb FT=2(156 LUMBER BRACING TOP CHORD 2x4 SP No 'ExapN TOP CHORD Structural wootl sheelhilg direc0y applied a 2-1-1 a purlins. T2.T3:2x4 SP M 31 BOT CHORD Rapti aping dimly applied or 483 oc araan9. BOT CHORD 2x4 SP M 31 WESS 2x1 SP No.3 OTHERS 2x4 SP No 3 REACTIONS MazlHorE 2>-I4(�/D(LC34 (ran.l 11=1)831D5-0 (mrt 0.2-]) \\`\` / Max Uplift 2=9394),11=94](LO5) V ...... .. Max Deal 2=n0 (LC 2).11=201%i 2) FORCES Bb)-Max.Comp.i arTen.-ANIwas 2506 b)or star except wtan show. TOP CHORD 2-�5M=290,3 --620&z308,418•-enMOB2,1&lT n=W2,S19=fi723/2882. ` * / 34869 S2 n435067,20.21.-]N3,106],&2122413087,&7=]2415067, ]-22=]2131308],&22+-]243,108),&23=$]0020]5,2324=8]0928)5. =A &24=8]D9/28]5,9-tOSSNBIl288,10.11=5239(1240 BOT CHORD 2-1)=2128/49]6,1]-25=2130/5024,26- 6 21384924,18-28=213115024. ((1 l6-V=2806/6723.2]-28=28069]23.1528=211116/8723,15-z9=2]842]08, STATE OF 1332=208]/4905,11-13�209BN8]I 14-31=208]/4905,31-32=208]/4985, s ........... ossa 8-1s 236/58D.&14.-Bmleia;9-14-7e52wi,9-13=W464,l0-13-IWZ4 NOTES (11-13) 1)UnbalazeE hoof liver laths have been wnaieerec for Mis design. 2)MWd:ASCE)-10',Vu11=139mph(& nd gust)Vasd=101mph;TCDL=x4.2W,,BCDL=3.goal hi Can.Il;Exp C;End., GCpi=0.10;MWFRS(enveloa):Lunen DOL=1.60 plate gdp DOL=1.60 3)Provide adagaN c hal to prevent waster ponding. 4)All plates ere MT20 pares unless otherwise indicted. 5)This trues las been designed for a 10.0 psf dobom aed live Well aa.ozunem will any other lire laeda. 6)'This Meas has been designed for a live bath of 20 Oil on Me bo in chord in all areas where a mougle 3E-0 roll by 2-DU was will It beMen Me toMm GqN and any other Manuel ])Provide nechanial amnesia(by others)of truss to bearing plate alede of withstanding 939 b uplift at jaa 2 and 947 to uplift a lUlnlll. 8)'Sami-rga p ditiveaba including heels'Member end fixity mods was used in Me analysis and design of this Muss. CominuaEm pea,2 ail 8,201: QW eexrgmeararnaum Gnu RFPO NOES pH iHIr PHp IxCLuaW MITEx REF=CEPAG 0.eq, f u b use wry vmm MneF anroars.]rib uvyn ie mw wry�n ynmeurs awn.end n wan in %rmnnnn.xgn gararr�nnMrs ens ,iom,PorowlwnawPon.r.l.,.me..lclm Mwnn,a a®a,,..nn -slea ns ry e m. gnn>'eene ru.^ore saerler ewrgsna,u nSWme 1.1xv,rye Ju1u L»FE. epi dvyal Teeve..0:rvaurt o me rcrvnaGllry NnM sues✓p eespre,.son ganarz qureanu,n,,rq tto9 eo41619q ual�N. ,dill,ms RnWlit, -- uZiol e. a.1..inC .vxenn a voln u er9ovnbn 6eN,FLa3a;9 w w 11mIMa1Rd n19m mt w+Tp,.. 2 t Job RVNrex'e o al aWan FliYepum, Je4mxN,Flx22M 1i5?WCyT2013Mnat NWnin.Na. 11".00,30-112015 PM ID. Bwoo9lccaBrvrmEalycCyfwaewpalaarnBaa9n n2pMgz0epJl1 Su3aald_ 2D0 atau F 4-t¢ bud F Sub ata 4-00.19 $L-0 $pYs=1 Yo 6M= 211 II Sap = 4m n 9 6 e v 7 9 � 2 8 t 9 A 4S = 12 11 a aa5 = G a = sae = _ a+m 1s11a I 2sst-1t9 ewro T 14 T 6p 14 e+m PNLe OREets :0.2-14 :0.2-1I FA 11:0.x0 LOADING (Pell SPACING 2, CSI DEFIL In (mcl fides ud PLATES GRIP TOLL 20.0 Plates lnvmsa 1.25 TC 0.]2 Ved(LL) 0.3 tt EBBS U. MT20 244/190 TCDL T.0 LummrlWreass 1.25 BC t).]2 Wd(R) -0.5111-12 X885 180 BCC 0.0 ' Rep Stress Indo YES WB 0.45 Hom(TL) 0,14 0 We nM Km 5.0 Code FBC201VTPI200] (Haub) Walght 149 lb 17=20% WAGER BRACING TOP CHORD 2x4 SP Not TOPCHORD SMxbael wcad"MIN 9lectly eppses or 2a-0ac purlins. WTCHORD 2x3SP Not SOTCHORD Rigid bilbu diredty applied or 4-119 m Medina. WEBS 2x4SP No REACTIONS (I haize) 2=94S (min.o-t4),6=952/0.94 (ass. Max Ham 2=50(LC 8) Mex Grey 2�9(C 2)).batt 3(LC 2) VrvV`\\USIIS!/I f ////i FORCER EN$E '.F� TOP CHORD 24- 27211163,1 2429rt430,4-5=-201]1923,50=231]11]23,0.]=241111420, 94-288111802 BOT CHORD 2-12=142W251],11-12=110012200,10.11=1i8=193.0.10=141912488 * / 34869 WEBS 3.12-305202.4-12 919$7,41I= IX 132,511—43S348,8-1140M44, 6-10=512T9,]-10=-2]!262 NOTES (0.10) 7 � - •[V t)Unbalaiced mol lite made mve been conNmred farms desp n. STATE OF 21 WMd ASCE 9-10;VuI1=130mph(3.eemnd gust)VeW=101mph:TCDL4,2W,,BCDL=30p f,h=24R;Cat 11,Exp C;End., GCpWFRS i=0,10:hl Exten ps)and C-C m(2)zongGC for members and tor ~RS S RS for masseurswm; seurs WLumber ST ••.... .. ,60 3)Pm�e adegquate 0 Mate drainage m prerentwaler ponding. ////S/DNA,- ��``�• 4)This Mmes me been designed fore 109 ped bosun dqM INe said ntnconcumeM wtM am other Ilye mads. 5)'This truss has been designed lora we bail of 20 option Me Whom cWM in all areas wmre a re tst 34-0 has by 259 wide will fit between the Within d d andarty other members. 5)PmvMe ireithanital tonnecson(Wothers)of truss to bearing Plate capabb ofendistanding 4291,upA at)MM 2 and 432nd uplift jobs e ])'Semi-rigid pachbrsaks inducting heeW Memmr end fixity model sum used in Me analysis and Mu n of Mistrust. 0)ThisnenufadurWpmduclisdesignedasan IndividualbuiMingmn ent. The suitability and useof M'lemmponentforany parbvlar Inside,is Me responsibility of Me buiping designer per ANSI TPI 1 as rekrenad by Me building code. 9)Note:Visually gremd lumber designation SP,repreaeMs new lummr debut values as pM SPIB. 10)Toes DeuNn En,...Julius L.,PE Fbnda P E -.,.No.31869:AMMas5.1108 Cmaml Bay Btyd.Boyrhon Beadt.FL 33435 LOADCASE(S) Standard 8,201! Qw v.„be.a�p�panmema.�xaTlnsores o.rws aNalnndta�.-ul—,.11. - CesgnvYlefoiuu mry,M-MneMmrcNors ipis LagnbNal mryym pnmelers wwm,anoabenlM peonWneM. sisiunlral wppad dinerqualropme n�rsonN 4-4 cempanry orm�nedlM al Wilei gM^pner-mn on enwm aaeiwi .lhn nadl— Bmnsw splury dine Julius Lea PE redo .q Dune—u 4--1 —e a mewnunaM M u4-d emionr. a 11 W Ceanel Bey I' waym em�e,Turoy,emaim eatl583�.e�wnw1 rvs�ttauemy ernena osetema tcsn amiam sum onenr Boynton 9eatli,FL33036 auhlnro Pnn mtlwra. wi � v P m TK nol ()4y Wp Tmsa S 1 Job ROlarenw Y NNO FNSssu, JsIwMIM.F13YtM Ma Fn am,..as as 1.2shit poll ID_BMDO91VmTycCyTmk- TdMRNtlOUnTOptSWNBLNyVmWzicry 31-11d 33- 1d 2da Fta14 L13 6-11-0 6t-2 61ata 3� Slee=t:5d9 sa = Sal am IFI-2 4 e 84 \\ he b g e n S n e O1 n to e ^" - 9w = lue= Y14= 466= 0-410 F 1Sttd 396fi 91-ttd 1 )SI4 ) t4 e.4-m Flab 62-14 E 0.2-1/EE 10:0.30 LOADRX3 (pan SPACING 200 CSI DEFL In (ldc) VeeS Jd PLATES GRIP mu 20.0 Plates lna . 1.25 TC 0.80 Ver(LL) 0.901611 >999 240 MT20 24/190 MDL 7.0 Lumber Increase 1.25 BC on Ve(TL) -0A31611 "IS 180 BCU 0.0Rep Stress Ina YES NB 028 HWL) 0.12 ] We his BCDL 5.0 Cooke FBC2010?PI2007 (MBbw Wbigh[I"lb FT-20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOPCHORD S9uderal wppd Mai directly sell or 3014 do Whip. BOTCHORD 2x4 SP Not SOTCHORD Ripld onlin,diretlry applied w 4115 se oral WEBS 2x4SP No.3 REACTIONS gen.) 2=8481aJ-8 (min.0-14),7-952/65-8 (Mn.0.1-8) Max Hos 211-69(1-C 13) Mal aly 2�2](LC2).]�l 819) \N� 133SC2) Mx Gra i TORCH (Ib7- 2e 2690'UO,.Ten.-All forms 250(Ib)mlaaexce-247 lh , ` :' 10ENSAc'••F� TOP CHORD 2-3=-289211820,Y4=-2491/1541,0.5=191]I129J,Sfi=24]2/1528,6-]=2688!1805 i BGTCNORO 2-11=3W359,4-11= 1=-95115.9,UW5V,511932]-8=-141 V24E8 WEBS 311=3911359,4-tt=-356!801,S9=343r5B2,69=3]&349 � * 34869 mOTfb (310) UnGSlusinced sm INe baOe have been COnaipereJ fprtMS design, 2)Wild'.ASCE 7-10;V A:13Omph(]reamnd gust)Vaetl=101mph;TCDL4.2psf,BCDL paid;h=2410 Cat Il;Exp C:End, GCd::O,181 MNFRS(envelope)and C-C Exteliar(2)sena;C-Cfansennessantl kr®s Is MNFRSfo)raecEons Meal Lunter STATE OF DOL=1.60 plans gnp DOL=1 60 \� 3)PmAde adequate drainage to prwvenal ponding. t� A10RIDP./•' �� 4)TNstruss has been designedfora 10.0 psfboftel Mwrdlive loadrmmnarmrtxiln an,othwr Ilve loads. / '/SV/.•...•..• 4�G\ 5) This nelhas ash bmrodesigned apass live oMermembenntheboBomGroNinall areaswre fiearooll36-OtallbyZ"aaica ,ell ,ONIAL111�\ 9)Pmvide mechanical connection(by spews)of Wu N bearing deb capable of withstanding 415 lb upon at joint 2 and 418 lb uoM at joint]. 7)'Semi-rpitl Dtichbreab including heels'Men a rend 9x4 Tel was used!n Me analysis are design of MIs truss. 8)TMsmanufaC p=d udesgnWaseniWividwi WiMingwmpone ThewitabiliVanduseofthismmponentheany part'wkr building is Ma nesponsiMlRy of the building designer per ANSI TPI 1 w skrenced by Me building code. 9)thole:Missal,gnided lumber designa0on SP,represents new lumber design values as per SPIB. 10)Truss Design Enginae:Julius Lm,PE:Florida P.E.Limrue No.34089'.Michael 1109 Casual Bay BW.Boynton Beach,FL 33435 LOAD CASES) Standard 6,201! Aw venpaeziyn paamarars anexEeo rvoTas ox TxrvxorrvctUOEO vvEn aErexExcE anG nBEroaE use. 4PoI'vatiml sG hnpsamiMenma pmdwr+wit rd,nna1 nenlu a vG'IirydOuA[i dMvenw�s ehe mil cone to insure ne[YTycmnB mnamwo rezpa¢6uIM 0114 11be Lea PE. ecoiry droshou eeuaan.rw 11W Cwatel9ry iaee•reow.�lvlwna�m ie.aw v�re%.,e�env �a wlmitg�..lm era°,o. eae..e acsn a,11e1.e earow^a^' 9ovrnoe eeam.FL 314as 6.M m rentom otos G mviTn® . t JobR 720 o g &iM.RelSeurm. JpewMh Fla}IN ]YaLYr R-T64TRNG*W lease Y 700] OBPq Pp1 ID: BkMGOgICneYV]ml'lyGyTwk-TBbJTeRdIGAlyW1NENW4Yze]aOgOBpgOhltlry ei-10 tS1ta za6o sa11a 33�ia ' xao e+10 14a.14 ]a-t4 e+10 zoo sok=1 NO 49 = 5 8 yp 4.D0 12 W04 51,4 3 ] 2 e Al e I ddtea 13 n u to hill .5= 94= 44= 3H = 46 = 161615 NA1 31-11d 0-061 PINe Ortmts xv: 2:0-2-14E 00-2-14 d LOADING (Pi SPACING 2-00 CSI DER in (bo) Well UC PLATES GRP TCLL 20.0 Plata lnarame 125 TC 083 Vert(LL) 43.38 2.12 a888 240 all 244/180 TCDL 7 Lual,erInsca 96 125 SC on Vtl(TL)e -0J1 2A2 X533 160 BCLL 0.0 Rep Seem Ino YES WB 0.43 Horz(IL) 0.11 0 this, We BCDL 5.0 Code FBC2010/TPI2007 (Nebbg Weigh 13011, FT=20% LUNSER BRACING TOPCHORD 1,4 SP No.2 TOPCHORD Structural wood sheathing directly applied BOTCHORD 34SPNo.1 BOTCHORD RipM calling direcoy applied or i2-10 cabrecirlg. WEBS 2x4 SP No.3 REACTIONS (Ihsiu) 2=968Mb8 (min.G14),8=81 (min.0-1A) Mm Has 2=]9116) New Uplift 2=1 9) Max Grew 2 C 2).Bi C 2) \\\;V;S 11S K l / FORCES (Ib)-Maz.CcMpyds x.Ten.-Alifto.250(Ib)orleeeeemplwTensincaM. `� /:' %CENSE'-. TOP CHORD 24=27691618, 242l 4-5=2telail 38,5 -M53i 0-7=24111411, 1 ]d=2]4811008 BOT CHORD 2-12=1309254,4,12-13=80511662,11-13=80Y1662.11-14=00511662. * X869 1O14=a01t002&10.-14022535 ///� ry WEBS 510=391]48,]-1R 214]5,S1Y-i0N81,}12=5301484 — ,.f/ /1cr NOTES O-9) _� JF1'IV'/I/1N'A_il 1)UnbabrcndmW the lords nave bean c Wdered fothis design STATE O � F Cu2)Word:ASCE 7-10,WN:130nnph(Ssb and gust)VasrP101mph;TCDL=1.2mf,BCDL=3.Opef,h=24R,CW.11;Exp C;End., - GCi 60 MWFRS(envelope)end GC Exlenw(2)zane;CL 1,r mernben end brtks a MN/FRS roc reechoes enokn:Lumber 31 �ORIO, G DOL=ussthe.plate grip Dbader alt 4)-This vmu"a pear designed for a 10.0 pd badMM Indian onIN. Cie layet UpN in ll al wherea miens 6-O tell by 2-00 witl. sell M 1,aMreen Ne oMgr Mord and any Wlkr members,all BCDL=5opal 5)Provide Mechanical mnneatlm(by When)of Wm to bearing plate capable of withstanding 401 Ib upli0 at jand 2 and 40511,upli0 at joint 8. 6)"Semi-rigid phalbreaks including heals'Member end fully model was used In the analysis and dealgn W this truss. ])This menufadure]product is designed as an iiMividuel building cumponel The suitabirN and use W th a mmponent ar any particular building is the reeponsibi W the building designer per ANSI TPI 1 an,remained by the building case. 8)Note:VisualN graded lumber desigrratlon SP,represents new lumbar deaign values as Par SPIE. 8)Truss Dagn Engineer:Julius Lee,PE planar P .LFxree No.W69:Address 1109 Coastal Bay Blva.BoyWm Sel l FL 33435 LOAD CASEIS) Standard 8,201: -:aA:,tif-I Illy�gn allot aNRFRls O awly ONiisny rNCtWasears swri eanl lis- .burki aEaaE now°venom mN:,a�o:1•m. a.mo oe1 ,N�wm .M a.. ;al.ie,ar�,a..,'.m�.wl..ae ysir a,.m mniN ee�i9n1-can �V✓ai'Mwae Julius Lea PE. uep P.m�. X11., uerey I.,w rowers, 11 L9 Coastal Bey oa..ne.I.uilaire CmpmwM Bgmm 6eacn.FL 33405 imm ei pt4m Tn exert I. t JCO ISev2720 o beret Mxn Flnl4vax, Jv4nnWb.F1933M Twkr u3]SOtSMRek LWxV W WNew,0 7CeaK WR01015Pat,I ac1a ID_eI,MGDglcwarv7m471yccyTpxxauvmynycNmL¢opraRowEM]cemmv_u.2MGamr 4-0d 31-114 240 13114 1S11d 6mb=1:%o m II 1t 12 t3 m 14 u 56%m 11 m I 10 1° 15 m II 51a 4.00 12 m II ] 8 tg 17 m II mll g is mll 4 m II I 8 3 A 21 II y 0 5 21 1 2 �1 ) m° 41 40 W Y 37 as W m 33 W 31 3y A 2a 9 A SS 24 A m m11m 11 m 11 112x411m Ilex Ilex 11 x411 Sea=m 11 m 112. 11 m 11 m 11 m 11 m 11 m 11 m 11 ]t41d te0lfeeb X :0.300.3-0 1]6100.}0 320.}00. LOADING (NO SPACING 2410 CSI DEFL in (bo) usa6 UE PIATES GRIP TCLL 200 Platen In.. 125 TC 0.31 Varl(LL) 4.00 1 Nr 120 MT20 244/190 TCDL 7.0Lumbarinneaee 1.25 BC 0.09 Vei 4.01 1 Nr 120 WILL 0.0 Rep Sbeulnc VES WB 0.0] H.Ula O.OD 22 net Ne BCDL 5.0 Code FBC2011 U,007 (MM" NlgOb 185 lb FT=2096 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD SbuNnel xaad BIM im tin My appl'led or 840 m puliu. BOT CHORD 2x4 SP No2 BOT CHORD Rigiddi dineey applied or 10.60 oc besting. OTHERS mSo No3 REACTIONS All beninga 31-114, (Ib)- Max H. 2^69(LC 12) Mex UplM 12mexap12=4411(LC BL 23=110( C 13)x•37.38,39.40.41,31.30.29.28.2].28,25. 24, Man Gmv All reectims 2501b or k M joirA(s)32,33,34,35,36,37,38,39,40,41,31,30,29,28,2], \\ .. . 26,25,24,22 except2=253(LC 2),23=27S(LC 28) 1GENSF''. FORCES Ob)-Mm.CCp .Ten.-Allfones250Ob)WWNex pt~ ban. * / 34869 NOTES (10.12) 2)What AW mo0;Vu&1siM1ave beenxyyyl Bush for Misiduign. -� // ,�x1 sem` 2)Wlnl1:ABLE]-10;VUIP13pmpM1(laemntl gust)VeM=tOlmpM1;TCDL42paF BCDL=3.OpeF M1=24R CK II;ExP C;Encl., �A �IfYTKt//•Y'A�-11 GCpFD18;MWFRS(envebpe)and C-C EIMrgR2)zoro;C4 hx menDers aM forces 8 MWFRS 1,r reacabns mown;LumbM DOL=1.60 plan gap DOL,-1 w STATE OF 3) Tws q;mtl r MM Wds'In Me plam dMM u ony. For siudsi expou W Wnd(nmol n Me ),ue Sun d lMusby P ��: Gede EmD ilsasapPlicade,orCnsult Duali buidingdegmrascerMSIFP11. Sl ''• ORID G 4)Gable ledui ex an0nuous bottom CwN beennp. 6)This nu alas been E sig ec fora 10.0 paf bono n Ghon! ne loea twnconatnm vaM1 am other live loaae. 7)•Thmwwfla3beendesignedf ra INabeda20.0pafon MeoMarn"MMallareaswbemarectangle3S liby2-00wee will fit Neveen the bosom wad and any other member. 0)Proves mechanical connection(by other)of buu to boring plate capable of withuanding 10011,uplift at tarsal 3134,35,36,37, U,39,40,41 31.30 29,28,27 26,25,24,M except(It=1b)2=141,23=110. 9)'Sem1-rigid PiWlbri including IMNIV Member end fixty model wee used in Me analysis aid design oftllu buss. 10)Thismam undpmdudis EesigrrdmaniudFWmlbuiMingwmponam. The suiubiliy and useof Misiwmponlmtforany paNwler building is Me nesponsibildy of Me building designer Per ANSI TPI t as denoted by She building rude. 11)NOe:Viwaly gmdad Iumher designafim SP,mpresens new lumber tl Ngn valves as per SPIB. 12)Tmu Design Engineer Julius Lee,PE;FbMe P.E.drama No.Uses..AO]nu:1109 Coaxial Bey Blvd.BoyrMh BmM,FL 33135 LCAD CASE(S) Stallard 8,201; pw �u,n ore.:Ip�p.,.re�ba..e�w,mm,wrem�aa.yorxn�:re.w�mal�n or emim,�p ce.p�A-, .•eaaw.l _ Dory.ea 1 m-In ueottymrlw J,- - ., �u iv �^-.1.n db..,v mn•a[iillY lX A.SinTp a.-Ny mere uSB-mWrce nYlB 11(e coex.l aey rtm -1-- v p enema zp en W5j119a,uITy crNm,osBB9�na acelt eulla,np[emp,nM Boynton em]r,FL 33435 SMylnb 'W tw F" harried ndMG dW WeIE d Job RefeRnw n 'Mal le.Fed . usesse L"adn" 111 a4pvan"Isti"tuNu,MC FtlMryta OaaB'.E 0,15 Pap, ID_8FMDDgIGcv6yV]m?kl yTroY GgL CKMg CWUG ]RCt120UFG2/JBRliltlp aa.o 1630 ' 2-00 1630 Brad=1'dirt 2W II t5 2W II d{ LI{ I 19 Sv8 v.11% r{ II t3 tt aH II eta r{ II 8 2r II ] WII x411 6 day 13 9N II 5 Sirm are II { m 29 n as ss r E 33 21 m 1. 18 17 19 aids 11 aH 11 as II ahs 11 aH 11 aw II aN II see= r{ 11 r{ II aH II m II 24 11 2x4 11 x630 1830 Pleb flseb t0'0.3-00.3i LORDING (PMI SPACING 24u0 CIN DEFL in (mc) Ill Ud PLATES GRIP TCU 20.0 Pletm Increase 1.25 TO 0,67 Ved(LLI 0.01 1 bar 120 1 244/180 TCOL 70 Lumbar I. 115 BC 033 Ved(TL) fi.im 1 bar 120 BCLL 00 Rep Stress Inc VES WB 005 Houl -0J00 16 Na We BCDL SO Code FBC201WPI20W (mel Wsignb 1180, FT=20% LUMBER BRACING TOP CHORD 2x{SP No.2 TOP CHORD Structural wood i n rabid,directly applied or purlins, BOT CHORD 2x4 SP No.2 exsepterldveN®Is. WEBS 2x4 SP No.3 BOTCHORD Rigid ming directly applbd c 1040 ad brectrp, OTHERS 2x4 SP No.3 REACTIONS Al heath 16-30y Qb) ax UDM l b uplift 1DOdrlinalfianIXa)28,16,1],18,19,20,22.23,24,25,28 Pexrapt0iiuI 2(LC \\\\�tJCJIIS!" ,'J M B) ♦ C '/: Max Gmv All rsecgMa25016clese Mpinga)28.16,1],10,15,20,22,23,24,25,28,2],28 � � .•'' 10EN$F-•.CC� FORCES (Ib)-Max.Card,Nal Ten.-All forces 250(1,)or lass except earned sihcsd, ` `- TOPCHORD 2.92931101,3{=3011114.45=25280 NOTES (10.12) —� \ 1)Wind:ASCE rAl Havidn0rrpc able ad tl one Veal=t Eahear TCDL4.2paf,BCOL=3 Opet n=24ft:CeL II;Exp CI Entl., MMRS for MWFRS(endee,Lumidle add zone 0,Me gap D mr(2)mre;entl vertical kfl expomd;C-C fdr members arch mmm8 MWFRStc,edfamunlwwn; inther00L=1WpWegril DOL=1W $TATE OF 2` z) esiri Ew Dermrwind loads In the DleneaMeedb only Foe,heraspxedmwiM(nomalmme bre).see sbnderdlndusVy \ Gable Em irebi13 as applirectc orhord be qualgatl building tlesprer as cer AN51?P11. '-F�ORIDP.•'`�J 3)Gable requires CMmuouearmwchore osenng. str�- 54)Trues)Gal$wits slwua at I d farm b�or security braced against I.re,a1 maaarrKm e1.a diagonalweb). 6)This Muret,las been designed for a 100 psf comm tlgM Ind,load mmmhahreM wib any oNer live lived. "O•This Must,has been designed for a live load of 20 Opef on me sedan crpm In all areas st ere a rectangle 35-0 pill by 2-00 wide will fd belle rd Me bottom chard and any ober Members. 8)Prorate Mechanical wnneclion(by othand of Was to bearing pleb capable of sentinel 10011,uplift at loiall M.16,17,18,19, 20,22,23,24,25,26 27 except 01,1b)28=122, 9)'SemNigid piairbreeks Including Meals'Member end Mil,TCdel was used in Me analysis and design nttNi$Was 10)"Ins,manufacturetl product is designed as an iMividual building companem. The immunity and useoftnNpOmpM6rstforan, pareabr buildup is the resporsibildr,of Rhe building designer per ANSI TPI 1 as referenced by Me building code. 11)Note:tlsually gentled Iumaer despatm SP,represents new IumMr design values et,per SPIE. 12)Truss Design Engineer Julius Lee,PE;Fiends PE,Ucenee No.34869:Addrese:1109 Caestal8ey BNd.Baran Bwtll,FL 33435 LOADCASE(S) Sbmam Malill 8.201! Aw wrens yr, rmbe$' Mi1.xmrmemRi n .h.,Se Eelleuro n4.ramel.n t..1da iennr .a-iit6.iibN Alin, iirr anMdlri panmemersane pmpw�nmrrymhmg or hurt, lirs 11ldlirydemlelrginno--n auµwlW uellpgonnaeanelm eillgN Mn 1 on Lee PE. Poel nd,Oemanrue,daelt we—,it�re isl nepcnpbiliry Mtle EueYne gesi9re.Fo allB 1169CoeslelBry Sally I... a m51.b0,0h,P e,Maoism,wi 53)18 wlnyCMna,MeeJ9 mg$Cell Building Cempenenl Boynton Bax.M1,FL 3x15 F w mry IsT/1W3 pl. 1] Eg11JPRLXTR1100 t 7• unto Refemos al sespee FNssfai �NN,FI122M 7550 s Sap 272012 Mires Ii,s xl- Fn Mry 00 Ce302e 2015 Pal ID. MQOgICwBW)m WyoCyTwh-EMWCkSGIGmEB7aiWVN3yP001gTG41 lzri ztln 563 10813 1fi-3O 2d0 SbJ 55-11 Sfr3 Sa 1302 0 28 §e 5 4 4m 12 3x4 5 sal rz Bz n 12 13 t0 11 15 p 0 m 1T 10 T 0x10 = e 8 74 11 48= 7x0= SB3 10813 ~_ 1836 PW O0eNe �.�M 19:62-10 10:6380A0 LOADING (W SPACING 200 "I DEFL M (1x) we LM PLATER GRIP TCLL 20.0 Plebs Increaser 1.25 TC 042 VergLL) 4.10 74 x8240 88 MT20 2441180 TCDL 7.0 Lumberlm'rca5e 1.25 BC 080 Vei 41.20 TA x972 180 BCLL 00 Rep Streas[nor NO Vr8 081 HCrAIQ 003 7 one We BCDL 5.0 Code FBC201071PI2007 (Nabs') W'eigm[228 Ib FT=20% LUMBER BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Structural lnocdsleaNMg directly applied or 0.8-1 mpumm, BOT CHORD 2x0 SP No.2'EzcopP except and sandals B2:M SP SS BOT CHORD Right CMllmp diraddy applied m 1060 co baung. WEBS L4 SP No.3'Exoept' WEBS 1Row MMOM S7 WL 2x8 SP 2400F 20E.NLd:2x4 SP 4o.2 REACTIONS MMani 1�23ii( (min.62-12),11=38881058 (min.O2-10) \\\\ SIIS MaxUW7e-1504(LCB),11e-1401(LC4) \ Mex Gore 74707(l-C 2),11=4436i 2) � :• ' \OENSF'-.F� FORCES (Ib).Maz.Comp Rlax.Ten.-Allforcea250(lb)aWse ptw nOmn. TOPCHORD 2-3-X88911881,3J=JB1&1371,0.5=-457811378,2-11=348711128 ` * 34869 BOT CHORD 11-12=50&1190,12-13=5091998,10.13=50&880,10.14=203818288,14-05=203&8288, _- y 9.15x-303&6289,8-9=2[)Wu6269,8-16=1400116-17=140014304, -� 17-111-140011 7-18-1400143M -T (3(� WEBS 118-45411431,08=-2138]121,58=144414785,57=568N1B15,2-10=159b5376 STATE OF NOTES (611) 1)2-ply bugs to be connected tagemer yAM 1W to.131"x3)name As follows: FLORIOP'. 11 wegata°°ead, Oao« mcrord`wodsl- no� g�M G-M o< . /ONAI. wapbdezal x -80p \�?\\• 2)All loads ere ocnsidered equally sloshed!to all pNes.exwpt 8 noted as from(F)a hec3t(B)teco in the LOAD CASE(S)eectlan.Pry b ply mnnecdm5 hese been pew wed b distribute only loads honed!as(F)m(B),unless onameme indicated 3)Wind:ASCE 7-10,VUIK130mpm(3aewM gust)Vasd=101 mph,TCDL4.2psF BCDL=3.Ops[b=248,CM II;Exp C;End., GCpti 10:MWFRS(envelope):Lumber DOL-160 plate gnP DOL-160 4)This muss lata been designed Ma 10.0 loaf Whom Grord live bed mnconmmNe efth any other live bads. 5)'TMs buss tees been designedfor a live said 020.Older on 1be bottom MON'm all areas alae a redani 3 oil by 2-M aide sell M heNvmn the bottom Mord and am Mer members. B)Provide meMenicel connection(by others)of mune to beenng Plate cap ole of withstanding 100 to uplift at loint(s)except ot=lb) 7-1501,11-1401. 7)-Semi st"ImarM inducing meekMember end fixity model westused in theanalysb anddesign of thiar uea. 8)Hangd(s)crother conmction dentoids)smell he provided sufiident b supportconcmVMed kni 1001 E down end 3111 up M 2-2-12,1001 Ib door and 311 to up at 4-00,1001 to[town and 311 to up at 60-0,1001 Ib hewn aM 311 Its up at 9-0-0,1001 to coven and 311 stopped 1000,1001 Ib dam and 311 to up at 12-00,and 1001 b down and 311 Ib upat 1280,and 10016 down and 311 to ad M 10.24 on modum dem. The dopmselectron M such conmcgon deriw(s)N the mepomibilily of others. Continued on posts 2 8.201: A wei CeSgn eaNCMuse troy 6mT MiTMetnneetl n.Ti50evpn5i Nath my pan pnmel nsewm[enOrlsbenlN ullom06—gle. PopYeeMYry me.Men p.xmmlemensww,mm -Iii-isy,"le..pnn.nlM nrw�leMn e.-vne� ne, iz balMeAiku l4cli-ibiwbm1h,1onyn -11 cempaary ebeone th,WiSealmau BneiE�lLrya le JuIiN Lee PE. mile mime Wueln9 eee "s 11O caa51.18av nnpr-doc-insta ft,Tl�.sl c��,w vnrtnomlavcM .oseas.ne scall auuelnv cnmpnn.m Bomlon msda,FL a3a35 ,ii 1e I9I210M g1W5 1Xi MatE F Is t .bb Rekrence o nal 9iMva FYslSwm. YFwmfls.NSEM 7 M a W27 2012 MTM NWwim se an Mry as means 2015 Pme1 ID. aao I 62a I te55 I te5o ' 2-0L BSa &2E 2L0 Sale ]a.2 ass= sw II gra II e a 2x4 II 2nd II T 10 Na II mill 2nd II a it w II Wil aC0 12 tea, Na A 12 34 4'15% A 13 3x51 IT it a 5 B1 B2 29 28 th 29 25 N 2a M 21 20 19 18 1] 16 sw II Wit sxa II mall ;ball 2N II 2nd II LB= ball mill 8M II 2nd II Na II 25,4 II 1850 1 LOADINS (pe0 SPACING 2;10 CSI DEFL In (bc) gEen IM PlATE8 GRP k TCLL 20.0 Plasl. 5 TC 0.37 Verl(LL) -0.03 15 Nr 120 MT20 244MW TCDL ].0 LlanOerlrc�rea 1.25 SC 0.03 VR(TL) -005 is Nr 120 SCLIL D.0 ' Rep Sbesslrry YES MAB 0,03 Horz(TL) 000 16 one We SCSI. 5.0 Cale FBC2010TPI200] (M-W V1MgM:N lb FT=2096 LUMBER SPACING TOPCHORD 2x4SPN.2 TOP CHORD Structural wand small directly apled!an 840 oc pWYls, BOTCHORD 2t4SP No.2 except end vertrak. VASES 2x/SP No.3 BOTCHORD Rigid ailing direlf,atoll or 6-04 oc damp. 01-HERS 2x4 SP No.3 REACTIONS AllbeareW 1&50, fib)- Mas Hon 24-0Q9A 1]) M.Upfi Mm Grevl 1P-uiea 9250rID a less elpilys120 18,]?N,25,20'2],20'22,A.18n18.1]�LC B). \YV\Y``. 1'EN SF•'•�� i FORCES (Ib)-Mex.Comp.MA Ten.-ABkrces250(lb)aiens mptw nMM1 . i TOP CHORD 2-29=2351322,14-16=239323 * X068 NOTES (11-13) 1)Unbalanced root live bends nth been ami9u t) MW=1 2)Wm0 ASCE]-10;S(en 0m )( bW wd a VeW C Extph; (2)nm;ZpM;BCDL=00psp h=2M, & II;Exp f E GCpi=0.10;MVFRS(envaba)gabb antl sole antl GC Exterbr(2)zoro;CL fa members end lwa58 MWFR5lm raeggns441 shw ,Lumber DOL=1A0 Flak gnp DOL=1 Bo STATE OF 3) Trum tlmgatlMwintl l0atls in Ma plane of Me buss only. For Muds mpaetlkwlnd(nOrntalkthe ace),sse 5krdeNlndaby FLORIOp;.•'• • \`� 4)Guilty requl�reefkceendnuocontinuous bottom bottom chordubOmgaglifiM buildup desgrMrmpx ANSI?PI 1. / ,' S •.••.•..•• `U' s ' (C e)Tensa AM fslpxaa amed fromt 1 one ace or r areN bread Well lalsel movement fie,dispoal real ]y/y/ONII IA1-1 v`3Yx ])This Muea has been designed for a 100 four bo0om chord live lded ndlpancumam sign any other live bake, 0)•This Muss has been designed kr a he bad of 20 opaf on Me bobCm clbN m all areas where a reckngle 380 oil by 2-00 winds will fit between the bottom mord and any other rtemban. 9)Provide ntiona el anacl'Iwu(by others)of Wee to baring pass apade INwiMManding 1D An uplift at lords)24,25,W.27,20, 2$20,19,18,17 except(Jl=k)29=215.16=220, 10)'Semi-rgb gtcMieaks irtludirg Mels'Member end fixity Model was used in Me analysis and deagn of this Muss. 11)The oranuleduretl product is designed man individual building Component. The subidi liN and ude of thiscampme tar arty Maar building as this responsibildY of Me building designer per ANSI TPI f as referenced by Me building code. 12)Nrxe:Virtually grandee lumber deaigna5a SP,nFrasenb new lumber design values as per SPIE. 13)Trude Cartago Engineer:Julius Lee,PE;Flonde PE,Ucense No.30889'.Address:1109 Cartel Bey BIW.Boynkn Burch,FL 33435 LOAD CASE(S) Sknderd Aii 8201! Q w ver,cesq.e.—iss ane endo solar no.axomcwoao.artax MiCanaxcr v<a ve aElose use nus wadnle this.sty won p...y snwn.erten. .odviinrnas9 w.meMreax an9 ce nm�wml.nmmmean.n�I.n.wnaMlmme.lMea es.:'o deres arraut . .ry anonamin:un an.oln=w.e annryao.�n0smashers come mllde Lae PB. rola panAm6 b]ltin^a' yapN e:0nr ani Wean 1109 Coastal Day I u� ,l conml,nxto C�esrolae M IIIRip-I,enol,..r.ne.11 aaea.ne Comp3rwm 9ornron eaach FL 33a5s arerylimmmu ria te,Y3 VPtolno..,xm •• m ••- - emese NNW Tls I.:ii: 1 1 Jobo giyFFNlealam, JeWwvW.FI )a..,212. eLauN,lMRryMOWrOWTR]aO3p]mAsB1Wa tlPptlsIA1 ID_BMD091VM9cGyTsmMnLipLW13RhB1 -3L0 L 2 O _� 1659 1edO 140 i-0ll 2dO i-0-0 300 Sale=1:3A5 4,12— art_ 3.W 1 3 10 2 3 e 9 B ] 1x5 9N II 1x8 3N= ax6 799M 1a5O 250 PIeN :0411 :0+) LOADING (W SPACING 240 CSI DEFL in (loc) gdeff IM PLATES GRP TCLL 20.0 Plates In.. 135 TC 082 VerELL) 030 7-11 :1147 240 fell 2441190 TCDL 7.0 Lumber Increase t25 BC O88 Vetl(IU 0.3r 5W:588 180 Ill 0.0 ' Rep Stress Irl NO WR 0.17 HorxQL) 0.09 5 We We SCDL 50 Code FBCNICRPI2007 (Nal Might 841b FT=20% LUBBER BRACING TOPCHORD 2x4 SP No,1•Excepr TOPCHORD Structural woof ahekhipg directly applied or?7-8 oo pudirre. T2:2x4 SP No3 BOTCHORD Rigid call,dil applied or 5411 m trading. BOTCHORD 2x4 SP No.2 Wr4 EBS 2SP No.3 REACTIONS (Hall 5=9281058 (min.Old),2=926165-8 pnn.0-1-8) Max Hort 2=36(LC 4) \t4T(111IIIIyy/// Max Uplif 5=529(LC 5),2=534(LC 4) \ Max Grav 5=10964 C 2),2=1096(LC 2) `\\\ J..........S K 10ENSp''•�� FORCES (Ib)-Max Comp.lMax.Tan.-All forms 250 fib)or leas excel when shaven TOPCHORD 2--298&1414,}10=288L1385,4-10=-288311385,45=298)11385 BOTCHORD 2-9-13,1W810,69•-13482882.7-8=-134812862,57=13113x2841 * $$8 WEBS }-sfimw.4)=831458 NOTES (1012) A 1)Untalented!roof lies Mals have im e i mnadel Wane design. (u` 2)Wok:ASCE 7-10;Vul&130mph(}mmrk guN)VasG101mph;TCDL42pt,BCDL=3.Opsn;h=z4R;Cat 11,Esp C;Er O. STATE OF GCpl=OtQ pal parmbae);Lumber DOL=1.60 plate grip DOL=190 FLORIDP.•' 3)PWekeadequatedminagetoppmentwaNrpoMirD. G \ 1s •'........•' 4)This trues has teen dekgned br a 100 pk 6MMm Mole lice Iml nonomrmmera any older live loads. s) all b�enu-aelBmbpt�rom�npla r�dmOnser mpelnBe n�tre mmm utommall area.wrerearedarwN 3solal tr z-ao wice /./J/pAlIA1-T��•• 6)Proem, nanical tomecdon(by M.)I0 tuns W Neamp pare capable awAnstanding loo It,uplift W io ri except(Plbl 5=529,2=534. 7)'13emi-rigid pitchbmaks inducing heal Member end fixity model was used in Me analysis BM design ofMLe hues. 8)Hangur(s)or ones mnnal devim(s)shall be pmvked suRident to support mmerMeletl longs,183lb tlam and 21816 up at 7-00,and 1106 M dorm and 9916 up a1 5-2.8,and 22316 down and 21810 up at 11-80 on top cIMW,and VS lb down and 9816 up at 7-00,and 71 Ib tlavn at 8-2-0,and 278 M down and 9816 up at 9 4 an bobom Mord. TM,deaigNaeleraon W such mnnadon dav'col is Me reaponsidlI,of ones. 9)In Me LOAD CASE(S)sal Inds applied to Me Ra 0M truss are r10Wd as hoot(F)or hack(B), 10)ThismendWusdproduct IsdesigmdmaniMivkmlbuikiWmmponenl. TMsuiteNlMaMuseWMiaca mntforany ,M.Wr bull is Me respo ebllRy NMe buildixq designer per ANSI TPI las whererwatl by lye Mid,Diode. 11)Nde:Vlmally gmdad Ium6 r deNgnmm SP,spawns re luN dmlgn values as per SPIE, 12)Truss Design Engineer:Julien Lee,PE:FbWi P.E.Limine No 31889'.Md.. 1109 CmsraI Eay BNd.Boynton Bead,FL 33135 LOAD OASE(5) StaMaM Corknued m paper 2 8,201! A o.w +e x ,uwlx,� Fhd e.an1�yr-171 a. ,,...Fermaw. maTs ,, . my wan p.—.ee ws oyprao-im a 4.:�e•p.•m+mers.m pAw•I1w,po.n�o1 a wmpol.m.a,ponwpn m ,uppma mnN epye�nna m�,vu ailim aP+n Jueus Lee PE. mN aT.-..,nrueure�a m. zpaaemy NiR is�G d,ne.Fu ttmcuLelBy waW en44xwlM wr-1,N,apa,wlry y...nlm aMaworp.mnull Im Cris—mBd9.n4 Stan Beld,C ,M apynlon as'eYI.FL]3435 S.My In 3 m0,&11 piv..ywea .W 53719 w Yr e. xw IWIIIT "Has T18 Cwmm Twa 4 1 Job Relo N BUFY.fI1X&urte. JaJswWe,Fla$$M ]YOx6ap'V20Yl$Ot$Mlel lnNaYiu,Yc. FnMry Ga OBaa'.P$015 Pge1 ID_BIdA0091CaBYNm4MycCyTmkaETm Omt2gL5eeBW13R081WAOraTMOpmaOVhlNk 614 2M 0.]-11 9813 3813 I 4111 � sees 1:28.8 45= 900 12 e •yrs h4 c 9 5 y 2 a d' W 6 d 1614 Plate C85eN 8:0.0.t1E :OJ-00.9-0 LOADING (V SPACING 2-60 LSI ME. In (bc7 BOM W I'LAlEB GRIP TOLL 20.0 PNmslmrease 135 TC 0.45 Verl(LL) -0.11 2-] >969 240 MT20 2-04/1W TCDL TO Lumoer Increase 135 BC 0.58 Va0(TL) -031 2-] >Bm 180 BCLL 0.0 Rep Stress lner VES \4'B 0.12 Hor20q O.m 6 rVa N9 BCDL 50 Code FSC201QTP12007 (Matra) WNg00888 FT=20% WMBER BRACING TOP CHORD 2,41 SP Not TOPCHORD Staucturel vood sDeat0ing dm*applied or Fly be pWna. BOTCHORD 2,4 SP No.2 BOTCHORD Rigid wish,directly applied or G-1-5 oe bredng. WEBS 2x4 SP No.3 RFACMONS (mhums) sew""t-B (ran.0,141).21533104H8 loan.0.14) Met Hors 241(LC 8) y Met G.Ba49�C 2).2a83825(LC 2))\\ \\\0 8) \\``S II FORCES (ID)-Met.CanD llaet.Ten.-Aa comas 250(Ib)aless exapl wiwn alroxn. \CEN$ l�i\ /� TOP CHORD b3a151O661,3da-112&683.45=112]884,5-8=150BR91 `- BOT CHORD 2-0=88511424,&T=91&1428 MISS 41=1981318,51=3981389,3-1=3911332 ` * / 34869 NDTES (&10) 1)fisand SC 7-1 ;V be08 mphew(3enborel gust) far 1=1 design, insi, 2)GCpi ASCE]-10:VulFl3Gmpb nd!G- Egun)(2). jC-C tp TCDL4.2paf,BCDL=3poll, RSfor sa0.11;4p C:Ercl.. DCpl=06 Q Mte grip D r L::1 60)and!GC Exterior(2)zpne;GC is members and brcee B MWFRS for re.mom ebwm;Lumber STATE OF + Dhat Was as been DOLnedf \ems 3)TNabusaneabeetlengnne mere Od set ead:4 mdtsfonte bednonmrxvnantwimeny offer live leads gle �ORIDP'. 4)•TM1it hese hasthe WWinretlfadan loth M20,Opsf on tM botlancMNin allereae wDereeraiangk380tall by 244 witla sls� Mh Bteetweennicalcnn cnordantlanyolM1eemembers. 5)PmMtle mazbaawl bennabhon(ty others)M thea m bearing pate at missiles of / y/11111111\\\ 8)Zjv mecM1aniwl wnnedion(by omexa)Mtrussm bearing p1eN®pebb MxiNnantling 100 Is uplift atpiMls)etwpl(PIL) 8=145,6258. 8)•Semi-rigid cturNeeke including mad" s an no em fixity ming was used in the wabils and design M is truss. 8)This particular building peW uM re tlrngnW as an intlide signer P rANSI TPI Toe wmbiand a Mdin eomponentmr any particular belying is the reywnndliry M me building rpe tleapme pa ANSI TPI 1 asreferencedeasrby me building eotle. 9)Note,Tress Visually Enginraded Iumberdssgm80n SP, s PE Li mw lumbarNo 341tleaign cess ea per eeita 10)Tmss Design Engirreex Julius Lee,PE:Fbrida P.E.License No.MB6B'.Address 1ID9 Coastal Bey BNtl.Boyrrmn Beam,FL 33435 LOADCASEIS) Standard 8,201: Q w41nMxs-vwry ee.l�p.rml.x areaexoxorFs ax]msaxp lxewora arise aeraacxfe Paa Mqn bay lxmmNalm MTeF¢metlm.]Tx rftw n peaMmN 11mp-ener1Nom,an Br,av ApdivaYM deaegn pemanunana paver awpaream nmmpnmrlxnxpeneitiYry erwuairq aexignx�n wppandmEFn empprary veaprp smary an. ,,g Julius Ise .Il IenMm e�foreen n030aa alhq erenwe on�uYiry pw a ongeue^vepe cngonm <va.1Iaawllry eme N,osad9 ane BLSlt Bmla�np CemPomM Boynton Bean,FL 3AA5 slarylimm 1 ' ren+a9a nuns n wnxg7mo + + M a Up 27 ce &ilvf FeY3wm. L:iemYe.FlaEN ]XYT-akP193n' In FnaSQMC9B3930+5Paaa] 10_BYMOOpICCAYNm1iF/1:yTork-001 BBZnrK_mC(oRL410pE OaZS003COp9t'L W fly[Mj LCAUCASE(S) S MaN 1)Repub[LumMr lmmoe=l 25,Plele Iran 1.25 UnOonn LoaOa(pM Vd 1-5=49.3-5= .M=10 C.na Load.(IE) Ven:3=149(F)9=191(F)I0 (F)11=01(F)12= 7(F)13= 71F714=24(F)15=24(F)10=24(F)17=24fl Q w ve.:ry ane^eenmarera Hers[<orvmes ory rv:s axf wc:—rerex veees[rvce aas o.roa. ei ve pa—tam menene:,.maeeare^�a e.am aevwe^c.: m,.1 e,.np p.a ,.r- .wma.ne.�uers�:wE n�vaigaaea,9^wppa^Ma.m apo.,�:,m:%��,ammw�,a:::�a,.,^e::a�ryrnmw�emv e.a�e::.,.::e: ^e mo,:, a.aw,:ameme�.: I,memcers w,n � 01^wp, g da,g :pew^am, aum a,re .Iulea Lee FE. enB elmmverae ,ry M wee r:pomAiLly a 11 W Cm¢lel BeY apmM uei u� a.a: :mit pu:iry e�ne.v,essasane ees:t eune:rq canpam:n 9e}lllWl BeeM,FL 33935 Sakry'io re n n o.emenw ^�,eae ��p n or on am wn bmW a'r aee amuu, oOe Mae Jn s. enIWO nuns ne klpXapxm rpw Job Ressmmce o BBew FlnlFmm. Jvfwmyb.Fl9]IM WCYTaPP]OIRMnw .3LyOxl ..D.CNdC 0MO5 I ID_BMIpOpICcvBY VlmlTyeOYToaedb%PwE5Hu3Ly0yeS6vm W wDpiDa0Cl4FFOB0[MI 618 &18 Scale 115.5 2a4 II sea II 4 5 90913 YM II 3 2a II 3 T1 N B3 82 sf1 J y B1 Y 98 e 3N = sys II 2N II w II 3w II I LOADING (mh SPACING 2-0-0 C& DEFL in (dc) Wed Ud PLATES GRIP TCLL 20.0 Psska Ina . 1]5 TC 0.22 V"LL) We - nre a MT20 2441190 TOOL ].0 Worse,I.. 1.25 BC 0.13 Ve1gTy We - we 888 11 0.0 Rep Searle 1. VES VJB 0.10 Hom(TL) -0.00 6 We We BCDL 5.0 Cods FBC2010VTP12MV (Matruh Weight 33 Is FT=20% LUMBER BRACING TOPCHORD 3114 SP No.2 TOPCHORD Structural wood sisealhin,directly apssied a(00 ol purams, BOT CHORD 2x4SP het excess end aeNmis. WEBS 2x4SP No.3 BOT CHORD Rigid ceiBtq dial,ft"pssled or 6-0d m trading. OTHERS 2x4SPNo3 REACTIONS All beentps 61-8. Ile)- Mat Hom Ia (LC 8) Mat Uplift All ussM loo lborlematpbN(s)1,8,8,7exmpt9 129(LC 8) \ V�\``SIS--`• �r y,' Mai All raaceons2M to wlessartpm intal 1.8,T mp19=348(LC 2) �s V 4r FORCES Pe)-Mac CoaprtAac Ten.-Anrow2W(lb)wlmmmss nMorn. •'' 10ENSEC'-.`�N i WEBS 2-9=3271336 NOTES (911) * r D 34888 - 1)WNd ASCE 7-10;Vub=139nph(}semtd gush Val=101nil,TC121-=4.2ps(BCOL=3.0Pf,h:24ft;Cel II;Exp C;Eno,., GCpr0.18;MWFRS(envedpe)atd C-C Extenm(2)z a:GCbrmarmbemandfatcen S~RS forreecdoneaM1oxn;LumWr =� ,.,,/.g,•a vl.r` DOL=1.80 plass grip DOL=1.80 .Ifll�!/Y'x1—L 2) Truss dmlpmd for wind loads in Me plane of Me bum only. For surds exposed M MW hicmlel M Me face),see Standard Indull [(� Gable EM Details an applicade.cr moaull qualMad buidM,dosgner as per ANSI?PI 1, STATE OF 3)Gable requires mnfMums bolroa Mad beemg. 4)Gable scads spaced x114-0 ce. �ORIO• 6)TThisMt truss hasItlbeeeeWoaMcwfotl rraans elotllccAM24.M01don' eMimtlnm cmMurtealaeieaewlecre arecumige3 Otadlbl2-0-0wldar /,,,,ONALW�G` 7)Provide meManpcal mnneMon(by oMers)0Was M bearing place capable a wiMsiarding 10015 uplm adjoint(s)1.6,8.7 except Gt=Ib)9=129. e)'Semi-n,d pitUaeaks it ludpng beels'Mareer end fixity nadel was used in the ani and design ofthat Was 9)This sanufactured product is designed as an individual Wilding maponens. The stionUityand use of MIs mtnponmtforany parualar building is the responsiGlity 0 M buiding designer per ANSI TPI 1 as relerenrad by Me budding rude. 10)Note:Vmuallygraded Iua4 signMon SP,mmwm new Iua OBegnvaluesasper SPIE. 111 Truss Deapr Engirea'.Jukus Lee,PE:Fonda P E.Oran No.34889'.Address:1109 Coastal Bay BNd.Boynron Beall,FL 33435 LOAD CASE(S) Standard 6,201: Q w xa.w«4ren�pw.m.a,weaFwo xores ox rxrs axo txawm care.x9F9x9xcerasEaxrmearoa5 use 0.apn v.141nua mlyvM MnA wXrcticn.rba eespp l:enM mb.ypp.npabrs Mo+n,aril r.nn . rv. Apwie+eep dneman w,.manrers.m pmpa,lnmrpzenn nrmmpm.itl.,wpunuann of Wlle�ry ar.gnm..v. anwmw emlgn.r.6ao.y flan wpgn elinemeuaixee menmers mly. M nnrybvyu eWllp Euenp mnavu bYIR/glle Julu[Lee PE. ue reywetillry dtlre 5u ltinq eevpm.Go ni quaaw reymiry 1108 Coomal Bay flbl vaea coaimwimm1mgeee d61o19 c,nwX A V1P10mIny Crbm.059<9 vnE aC511..Id..o Component BgntOn BMCb.FL 3%35 9vlely�lnla v5111..o Wn Nae.umaeerle. 2F0 R T E ' 3013 SUMMARY REPORT Job.4te raternber Name Reaeft lcannwtsoiutlon !—Co.nawnft ,BM1 I Pas 2 Pisco(s)1 3/C x 16"1,9E Kcrollam@-V- 1011412014 8:49'.49 AM eungamrrer Forte v4.6,Design Engine:V6.1,1.5 BFS JobAte 19N)77261W gar at gararer�ldream Page 1 of 2 August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 DO 0 MTek Intlimtries,CheaterlieN,MO Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert T-Brace/I-Brace MTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size I Nail Size Nail Spacing for One-Pty Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Plys Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x8 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2,8 I-Brace Nails Brace Size for Two-Pty Truss Specified Continuous kB Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WE2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace T-Brace/I-Brace must be same species and grade(or better) as web member. NailsLuo' 6 r vOebRIDP••' Nails �IIff 1109 COASTAL BAY Web--II-Brace BOYNTON BC,FL 33435 Neils .JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP 'O DO OR MiTsk Indwri s.Ormslerfieltl.MO Page 7 of 7 NOTES: 1.TOE-NAILS SHALLFULL DRIVEN AT AN ANGLE IL 45DEGREESBE RI EN THROUGH BER AND AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND �u EXIT END DI BACK TANCE,EDGE ISTN E, MBER AND SEND AS SHOWN. 2.THE END DISTANCE,EOGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MITek IntluslNes,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SVP DF HF SPF SPF-S z� .131 BB.p BO.fi 88.9 MA 59.7 p .135 99.5 85.6 142 72.6 83.4 VIEWS SHOWN ARE FOR .182 108.8 89.8 86.0 84.5 >3.8 ILLUSTRATION PURPOSES ONLY 2 .128 74.2 67.9 58.9 57.6 50.3 .131 75.8 69.5 60.3 59.0 51.1 SIDE VIEW ry .148 81.4 1 74.5 1 64.6 1 63.2 1 52.5 9 NAILS NEARSIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. F77NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16tl NAILS(.162'tliam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load tluratim increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)-291.5 b Maximum Capadry ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30-TO 60° VARY FROM 30°TO 60° 30c TO 60° x.00° 45.00° 45.00' ♦ V`411S 15.117'/// U CENS *'• N 34869 - 0 6/22C/21 ![fes STATE F 2 IIIIIIx 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MITek Industries,Chesterfield,M O MNfMUM WIND SPEED-REFER TO NOTES O AND ORE MAX MEAN ROOF .30 FEET MAX TRUSS SPACING-ING.2 N'O.C. CATEGORY 11 BUILDING �OI�oI` EXPOB SURE B Pr C LJ V�JLJ ASCE)-10 DURATION OF LOAD INCREASE:1.64) MITsk Industries,Inc. DETAIL G NOT APPLICABLE FOR TRUSSES TRANSFERNG DRAG LOADS(SHEM TRUSSES). ADDITIONAL. CONSIDERATIONS BY BUILDING ENGINEER/MSIGNER ARE REWIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131'X3S'TOE NAILED. B-BABE TRUSS,REFER TO MITEK MUM DESIGN DRAWING. C-PURLINS AT EACH BASE MUSS MINT AND A MA%MUM N'O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH(21 Cl31'X3.5•NAILS EACH. D 2X_X4'-0'BLAB,SMEANDGRADETOMATCHTOPCI DOF PIGGYBACK MUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWSOF 0.131'%3'NAILS®4'O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR MY PGGWACK SPAN,OR 2.WIND SPEED OF iia MPH TO IN MPH WITH A MINIMUM PIGGYBACK SPAN OF 12X. E-FOR WIND SPEEDS BETWEEN 126 AND 10 MPH,ATTACH MITEK 3M 20 GA MIOI PLATES TO EACH FACE OF TRUSSES AT C T O.L.W/(4)0.131•X t 8 PER MEMBER.STAGGER NAILS FROM OPPOSING FACES,ENSURE OS'EDGE DISTANCE. MN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EDUSTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nelldn PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. BLAB CONNECTION PER EMSNOTE D This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3%620 GA NaeOn PLATES TO Coast only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48'O.C.W/(4)0.131'X 1.5•PER MEMBER. permanent blazing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE O.S EDGE DISTANCE. refer to SCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTENDTHROUGH FOR LARGE CONCENTRATED LOADS APPLIED \\\SVS S-Ir. BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: �� OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE MUSS �J�'uCENgE'�F�A MUST MATCH N SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL =*: *� 2) TRUSS SSEMBLY 2R MIS OF FACE 31 N 3,tggg TRUSS 2SEMBLYWITH SC BTO EACH FA EOF %3'I NAILS - SPACED 4'O.C.FROM EACH FACE. (SRM AND GRADE TO MATCH VERTICAL WEBB OF PIGGYBACK AND BASE TRUSS.) MINIMUM 2X4) W` 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM Q 3 9 12 (L ` CONCENTRATED WAD OF4000 LBS(01.15). REVIEW STATE OF BYAATER�IFTFIEEDI ENEER IS REQUIRED FOR LOADS �i� '•. ORIQP,:' \�� 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF LOADMUSTPIGGYBACK BEAPPUTRUSS DBOTH BASE TRUSS. 5) CONCENTRATED IOjj THE PIGGYBACKAND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC FL 33435 FEBRUARY 114, 2020112 Standard Gable End Detail SHEET 2 ` L LJLJ OMITet eauavias.chemnMm.NO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" ox. uVu� HORIZONTALBRACE NB DIAGONAL BRACE SPACED 48'O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4) MiTBk Industries, Inc. ROOT Sheathing- COMMON WIRE NAILS AND ATTACHEDTO BLOCKING WITH(5)-I00 COMMONS. V-3" Mez. i IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEEWARCHTECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE URLIN WITH TWO ted NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 1B0 NAILS EACH.FASTEN PURLIN \ TO BLOCKING W1 TWO 1 W NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1P3 points \ \ SUPPORTING THE BRACE AND THE TWO TRUSSES Kneaded \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING \ TO TRUSSES WITH(2)-IW NAILS AT EACH END. \ ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-100 COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OFTHE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 100(.131'X3')NAILS SPACED B'O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-101 NAIL ALL MEMBERS WITH TWO ROWS OF IM 1.131'X 3-)NAILS SPACED W O.C.(2X4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS BROWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYEDSTUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPppppppT HHE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE L as)T11E LIWC7ffWN IN THIS DETAIL IS FOR THE VERTICALSQI�Y. ,K 7�� ..•GENS •'CCC NOTE:THIS DETAIL IS TO BE USED ONLY FOR / ` *;' STRUCTURAL GABLES WITH INLAYED D ',, STUDS.TRUSSES W RHOLIT INIAYED _-U ,T,� T,I' TILDE 3/29/1 III DS ARE NOT ADDRESSED HERE. !W� Lu 0• 12 ;• (V� STATE OF SSTANDARUSS / '�� :FLORIOP.•' C1 BASLE T 1109 COASTAL BAY BOYNTON BC,FL 33435 TECHNICAL BULLETIN April 2010 by weyarhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)111 Fasten erType Hanger Wood USP WS Sim on SDS Beam Configuration Type Screw Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE l31 3W 1635 2,870 4,305 5,740 2040, 4,080 6,120 8,160 3-ply 1e/." (5%"BE TOP RI 36ff 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3W - - - - - - - - 31/a"+1%., (51/."Beam) _ TOP p1 3X" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3Ya"Ha/." II FACE 31A" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (SY."Beam) TOP 0) FACE 721 6"11 1,055 2,110 3,165 4,220 1,360 2,720 4,080 1 4 ply 1'/." (7"4-ply 1%" TOP 731 6'^" 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE PI 3%" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+ 3%" 6.s, 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7" Beam) TOP 12) 3W 640 1,275 1,915 2,550 905 1,815 2,720 3,625 6"111 705 1,405 2,110 2,810 905 1,815 2,720 3,625 ly 3'/"' FACE 6"1n 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 IT'B (7"Beam) TOP 121 2-ply1%"+3/ FACE IT'Beam) I � TOP 761 6"1m 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 FACE741 6"1e1 1,055 11 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP74j 6"(e) 705 1,405 2,110 2,870 905 1,815 2,720 3,625 51/."+1%" FACE Ai(7"BeamTOP PI 3'h" 1,915 3,825 5,760 7,655 2,720 5,440 8,160 10,880 ) 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallai PSL and Microllame LVL,but are not recommended for Timbe-Strande LSL. Page 2 of 8 CONTACT US a 1.888.iLevel8(1.888.453.83581 a www.iLevel.com �WryMieeueer,ILewl,Mvdlm.Parellam,TmEeStreM eM Tns Jast x raplGereO haEemaNs an0 F.Ie etrs]enwM W NtlyeTesner NR.02010 WryMammv NR Company Nl i✓ghn reeenN. TECHNICAL BULLETIN April 2010 hv Wc, Bulletin TB-300 Table 1,2A,2B General Notes • Connections are based on NDSe 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof toad wnditions, where code allows. • Rotational effects should be considered for 7'wide beams loaded from one side only. • Capacities shown for face mount hanger conditions am based on 16cl common(0.1 62R x 31/2n)nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the Level Trus Joisfe Beams, Headers,and Columns Specifiers Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details '/2"bofts-'A."a ma)dmum holes 14"bofts-'.Aa"a mammum holes Lead holes not required for wood screws Conc.Load Conc.Load M Com.Load Conc.Load o EQ I EQ (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Ta—tt—enn Pattern Pattern M ge— in am Depth: Min. am Depth: Min.Betarn Depth: d=7Wfor W a boft d=9W for W a bolts d=11 W for/V a bolts d=9Y. for U."o bob, d=W for-/V a bolts d=16"for%"a bolls Conc Load Nailed Connection Detail *STAGGER NAILS TO PREVENT SPLITTING 16d Sinker(typ) Typ (0,148"x 3Y.", LL 6 Nail P a 1 PT th 12 Nail a e�� 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US - 1.888.iLevol8(1.888.453.8358) �.!Levelxom M�..ft.F.i.��d�W CXIOW�NR C�.As TECHNICAL BULLETIN March 2010 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllam°LVL beam supporting a 2-ply Microllam LVL beam on one side and floorjoists from the other side. The floor joists apply a 500 pit load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) F1%"x l / 3-1'W x 14" Microllam®LVL Beam, Flush on forated Face Mount Hanger with 5,000 lbs Reaction "LVL14" Floor Joists @ 24"o.c., Typ. h - ____________ r Partial Framing Plan Page 6 of 8 CONTACT US" 1.888.iLevel8 (1.888.453.8358) "wwwJLevel.com AWtyBWW,ileM,MivdNm,Vrely ,T..S.".MI—JoitarersysmeGtreE —..Fa re61,WmxkNWyT aNR® NR Lm .1 n" �r_Trr7I IrMtIU \llf% AI 0111 1 CTI `I LM Forte MEMBER REPORT ' Level, Floor Flush Bearn ) son.w � 3 PIECE($) 13/4"x 14"1.9E Microllam®LVL PASSED ovm9 Le�pm ,; IZI 1 p All Onren—sane Hor-Orval Dmmng is COncspuml Design Results Actual g Laci0an idb ReMil LDF Syslem:Floor Member Reaction Abs) ]59502' 7809 Passed(97%) Member Type:Flush Beam shear(m) 683701'5la- 13%5 Passed(49%) 10 Building Dae:Residandal Mamurd(Fl-0s) 25215 Q 4'11]R• 36387 paoud(0%) 10 Building Code:IBC Uva Load Dia.in) 03%QT1 f3N6' 11409 Pmed(U491) -- Design McModoux,:ASD Total Load Deo_rn) 0456 0] 1]B• 0]33 PassM(1f386) • Dellectwn niters:LL BA60)a,d TL pXd(B. • Desgn ias fts assume a fully braced Fm4ow wive a1 compression edges(top aM bo0ua)are proWy braced W provide iteral sordid,. • Bnung{LuJ:NI wmpression atlges OW and botlan)must be braved at 1J'15116'oh unless detailed ofierwisa.Proper adachment and posdioning of lateral brad,,Is required m acnreve member slab111y Supports Taal AvaliabW RayvAad Su'w Raacdool(Ibs) Accessaka Bearing aumma Baamlg DeWIF IRoofl Suva 1-SNdwa1-Sprain Pme Rr 3.5P 3.50' 1 340' 1W 759551010 B1,u, 2 Studwall Spruce Pne Fir 3.50' 350' 1 2.33' 1164 1 4 04 5 1 0 10 BWckmg Blooms Paeb are assumed to any no loads.'pphetl d."above Mem aM Me N Wad is applied m Me member bong d"ned. Loads Loueon Tab., Deed Floor Live 11.0 Live Snow Comments wmn MTal 0.001 hmrl.rea-1251 I1.15l 1 Uniform(PSF) Oto 15' 1' 1000 4000 00 a 0 10 Ploor 2-P.M(o) 4' NIA 1000 4000 0 a Location Analysis SMar(MN Manent(Ft—No) C.Actual l Alloired l LDF AcnM l Aaased i WF 1 3 1 603511396510 1 191661 M3871.p IBOLTS LER OF HANGER 2 5 1 39112569109 1 2521513630]/1.0 IBOLTS RIGHT OF HANGER FOnB"SOlfwarC OM etw .100 NdiS uu,n E 01090221 AM '. /Levels Fode"v1.1,Design Eyna:\'680.1 page 1 al l Page 8 of 8 CONTACT US• 1.888.11-evelB(1.888.453.83581.1Mww.iLevel.coln AWryerNNaM,l1K,MpglY Pamllem,rl MBo-eM eMr sJus,are maumredum...eM Fve¢abeMiWkayUyNOeNdn NR CMIOWelemeum NN(anpsry AlldoltreMVM. JULIUS LEE PE. RE: 671405- 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity Project Name: 671405 Model: Ouadplex Lot/Block: 28,27,26,2 Subdivision: Oceangate Bldg. N Address: 109,113,117,121 Ocean Gate Drive City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010ITP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet.The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 19918417 F11 5/17/015 2 119818418 F1351 The truss above y MiTek Indusnesa nc.treferenced direct supervisionsion based on the pve been preparedarameters provided by Builders FirstSource(Jax). �J.• NSF *; Truss Design Engineer's Name: Julius Lee _ ; 869 My license renewal date for the state of Florida is February 28,2017. NOTE:The seal on these drawings indicate acceptance of % O .(1 STATE OF professional engineering responsibility solely for the truss •` _� components shown. The suitability and use of this component RloP. ' for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Chapter 2. r r r I i i i I I wfay 17,2015 1 of 1 Julius Lee JM Tnu Tuve TyP 01v vH ImtH9 6]1b5 F11 bsTnu 2 BJbvFIN9wiu. 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