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Home My WebLink AboutTruss"J This document has been electronicallyt r signed using a Digital Signature. Printed { copies without an original signature must be verifed using the original electronic ! version. Alpine, an ITW Company }' 2400 Lake Orange Drive Suite ISO Orlando FL 32837 ••... •. ,� "1 Florida Engineering Certificate of Authorization Number: 0 27 �� .• •+ Florida Certificate of Product Approval # FL1999 ��1•`�rj�{��=••`., Page I of I Document ID: IVV2408-Z1520084858 P�' 6 r, Truss Fabricator: Accu-Span Truss Conpany Job identification: 13831-Brodock Residence -- Lot 1 D i aimnd Sands J Truss Count: 95 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TP1-2007 (STD) �I_AK Engineering Software: Alpine Software.,Version 15.01. Structural Engineer of Record: The identity of the structural FOR d i d not exist Address; the seal date per section 61G15-31.003(5a) of'the Minimum Design Loads: Roof - 45.0 PSF @ 1.25 Duration Floor - 65.0 PSF @ 1.00 Duration Wind 160 MPH ASCE 7-10 -Closed Notes: s No. 7 f?8fs 1 e l acilqoo t3t`L� a Safi fi� �R 4y�4 as of FAC 1. Determination as to the suitability of these truss components for the structure is the responsibility of the. building designer/engineer of record, as defined in ANS VTPI 1 2. The drawing date shown on this index sheet rust Latch the date shown on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details': BRCLBSUB-STRBRIBR-DEFLCAl1B- 1# Ref- Description 'Drawing# Date 1 24020--A1 16293848 10/19/16. 2 24021--A2 16293851 10/19/16 3 24022--A2A 16293852 10/19/16 4 24023--A3 16293854. 10/19/16 5 24024--A3A 16293834 10/19/16 6 24025; -A4 16293849 10/1.9/16 f 7 24026--A4A 16293850 10/19/16 8 24027--A5 16293827 10/19/16 9 24028--ASA. 16293853 10/19/16 10 24029--AG 16293826 10/19/16 11 24030--.A6A '16293847 10/19/16 12 24031--A7 16293923 10/19/16 13 24032--A7A 16293839 10/19/16 14 24033--A8 16293831 10/19/16 15 24034--ABA '3-PLY 16294062 10/20/16 16 24035--C1 16293895 10/19/16 17 24036--C2 16293897 10/19/16 18 24037--C3 16294061 10/20/16 19 24038--D1 16293836 10/19/16 20 24039-42 16293856 10/19/16 21 24040--D3 16293867 10/19/16 22 24041--D4. 16293833 10/19✓16 23 24042--DS 16293853 10/19/16 24 24043--06 16293870 10/19/1.6 25 24044--D7 16293874 10/19/16 26 24045--E1 16293889 10/19/16. 27 24046--E2 16293892 10/19/16 28: 24047--E3 16293887 10/19/16 29 24048--E4' 16293893 10/19/16 30 24049--E5 16293888. 10/19/16 31 24050--E6 /6293891 10/19/16 32 24051--F1 1GZ93859 10/19/16 33 24052--F2 16293855 10/19/16 # _ Ref Description Drawing# bate 34 24053--F3 16293877' 10/19/16 35 24054--F4 16293875 10/19/16 36 24055--F5 16293840 10/19/16 37 24056--F6 16293876 10/19/16 38 24057--Gl 16293879 10/19/16 39 24058--G2 16293824.. 10/19/16 40 24059--G3 16293625 10/19/16 41 24060--G4 16293899 10/19/16 42. 24061--.G5 16293898 10/19/16 43 24062--G6 2-PLY 16293881 10/19/16 44 24063--G7 16293861 10/19/16' 45 24064--1-11 16294046 10/20/16 46 24065--H2 16294047 10/20/16 47 24066--J1 16293872, 10/19/16' 48 24067--J2 16293846 10/19/16 49 24068--K1 .. 16293880 10/19/16 50 24069--K2 16293885 10/19/16 51 24070-43 16293886 10/19/16 52 24071--K4 16293884. 10/19/16! 53 24072--FL1 16293842 10/19/16 54 24073--FL2 16293828 10/19/16 55' 24074--FL3 16293830 10/19/16 56 24075--FL4 16293858 '10/19/16 57 24076--.FL5 16293835 10/19/16 58 24077--FL6 16293829 10/19/16 59. 24078--FL7 16293857 10/19/16 60 24079--FL8 16293862 10/19/16 61. 24080-41-9 16293894 10/19/16 62 24081-41-10 16293860 10/19116' 53 24082--FL11 16293866 10/19/16 64 24083--FL12 15293832 10/19/16 1 65 24084--.EJ7 16294048 10/20/16 66 24085--EJ5 16293890 10/19/16 idence-Lot 10/20/2016 William H. Krick -Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 # Ref - Description Drawing# Date 67 24086--EJSA 16294049 10/20/16 68 24087--EJSB 16294050 10/20/16 69 24088--EJ5C 16293822 10/19/16 70 24089--EJ5D 16293844 10/19/16 71 24090--EJ4 16293873 10/19/16. 72, 24091--.EJ3A 1.6293883 10/19/16 73 24092--EJ3B 16293845 10/19/16 74 24093--EJ3C 16293864 10/19/16 75 24094--EJ3D 16293865 10/19/16 76 24095--EJ1 16293869 10/19/16 77 24096--HJ7 16294051 10/20/16 78 24097--HRA 16294052 10/20/16 79 24098--HJ5 /6293896 10/19/16 B0 24099--HJ5A 16293841 10/19/16 81 24100--HJ3 16293843 10/19/16 82 24101--HJ3A 16293878 10/19/16 83 24102--HJ1 16293868 10/19/16 84 24103--CJS 16294053 10/20/16 85 24104--CJ5A 16294054 10/20/16 B6 24105--CJ5B 16294055 10/20/16 87 24106--CJ5C 16294056 10/20/16 BB 24107--CJ3, 16293871 10/19/1.6 89 24108--CJ3A 16293837 10/19/16 90 24109--CJ3B 16294057 10/20/16. 91 24110--CJ3C 16294058 10/20/16 92 2411'1--CJ3D 15294059 10/20/16 93 24112--CJ1 16293882 10/19/16 94 24113--CJ1A /6293838 10/19/16 95 24114--CJ1B 16294060 10/20/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR ( 13U31-Brodock Residence -- Lot l Uiamond Sands Jensen Beach, FL - Al Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(A2) 2� o_o 17-6-0 5X6 160 mph wind, 26.30 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 rk 61' rr Wind loads and reactions based on NIWFRS with additional C&C mei�tiet'f design. mow,--�a H = recommended connection based on manufacturer tested capaciti 5, calculations. Conditions may exist that require different connect.' oyes r?'j than indicated. Refer to manufacturer publication for additional. information. .3 y' These support conditions used at bearings indicated (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member. Supported Member Face: (6) 0.131"x1.5" nails Supporting Member Face: (14) 0.128"x3" nails�,`rY� MWFRS loads based on trusses located at least 13.15 ft. from roof edge. 34-8-14 Over 2 Supports 17-2-14 YAu `u I ) _ 0-5-3 T 6-10�12 -+23-0-12 R=1757 U=886 W=8" R=1593 U=794 RL=253/-255 H=H1 �gmuimurearnri, y,`r Design Crit: FBC2014Res/TPI-2007(STD)��i� H• ° .,, PLT TYP. Wave FT/RT=20%(O%)/10(0) 1TY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft. �� AN IT'W COMPANY 2400 Lake Orange Dr., Suite 150 Orlando FL 32837 F, C/�,q jJg 27$ •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � Truss.. ..qulre o creme car In (abrlcatin.. ... 11ing. snlpping, Installing antl ....In, Rafor [ �q Toll chc latest etll lion of DCSI (nulls, ng Co.... nt Safaty Information, by TPI antl WTCA> far --ty pro tI.& PrI [o performin9 enesoafunetlons 1—haIn—llstruchafl provltla temPorabe bracing perhRCSI —, less p.rlyId o=ham yIs�o op chortl shall nova p ��ssrrp��(.. t tl [ al shca[hing antl bot[am chortl s II h e a prvPa 1 , r lT.gltl eel I Ing. Lpc Clo j`•'.'Iawn for permanentulateral reser. Ina or cabs steal I hay. braeing Ins[alletl p%LS sections gD .1 .r _1 j, Qppil.abl e. Apply plates co oven faeaaor tru t.-IdsiYl.n as shown oboe. tl the Joint Daalls, unlc�s .Il .cnervtls.. Rorar to tlrawings 16net f.rss It. — Id place psltlons. a Alpin., a tlivislon .1)1 SW nulltling Compon s Group Inc. shall net b. r.sponslbie for any tlavleilon fro drawing, any rallura etl buile the truss I. —for..... with ANSI/TPI 1, or for hantliing. shipping, in.___ s br..i,6 .T tru= Anoel on this tlnr1AW or towr D•Oe Ilreln0 NIe tln.lnp. Ineleetee ecaptener of prohulenrl u•"etp lneerin0 esPonslbll ley mloly for tho tleslgn shorn. The su Mobility antl use or Uis tlra.ing for any sec uro la N esp.nslblllty of — Rullaiag Daslgn.r per ANSI/TPI 1 5 .2. F.r mars Information 11, thil ,job's ganoral net,. pogo antl ".a. wab altea: ALPINE: iw .al�pl— ......; TPI:-. tpin.t..rg; WTCA: w .sbclneuscry.c.m; ICC: www.Iccsa ro. org i'. • G e• • O. 708 1 ' • - = • ,� t S AT O • [� + • (1 a �� •• •••'� �. 6r l+I •••../�•l• .,,SS�pNA1. �N .1 9�hrr�wl�tli TICLL 20.0 PSF TIC DL 15.0 PSF BC DL 1 0.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF REF R408-- 24020 DATE 1 0/1 9/1 6 DRW HCUSR408 16293848 HC - ENG SCN/WHK SEQN— 813731 DUR . FAC . 1 .25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 ..� 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR r. ( 13k361-brodock Residence -- Lot I ulamond wands Jensen beach, FL - A2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 13.10 ft. from roof edge. 5X6 -- 5X6 sa 160 mph wind, 26.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. These support conditions used at bearings indicated (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member. Supported Member Face: (6) 0.131"x1.5" nails Supporting Member Face: (14) 0.128"x3" nails Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6-8-8 0-5-3 I) — T 3-0-12 4X6(A2) =_ .,, _ _ — _ �. k. 17-0-0 R=1757 U=887 W=8" RL=247/-249 1-0 34-8-14 Over 2 Supports Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 "WARN INGIREAD AND FOLLOW ALL NOTES ON THIS DRANINGI ""IWPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses raaulra axcrama care in fabricating, handling. shipping. Installing and bracing. Refor t aC Porform in chf latest edition of BCsI (Bulltling Component Safo[y InTormaelon, by TPI antl 16TCAJ far safety pra..1 V o 9 ase Nneel'vns. tfostallcanesM1a 11 Provldv cempnd Draein9 per .1,1I Untess nosey ��tap. top chord shall L ve pro arty n tachatl str ctu rel sheathing antl bottom eh 1 shall have n pIn t.ly t o r lgitl coiling. Locations shown r perm nC lacoral r.stralnt of webs shall have bracing Installotl p r, ^ �,T, ecclons 83. B] or B10, as avpplicaDle. Apply places ido vacn fa cvvof err rand pvsitlon as shown abovo IIII III�IIILI~I IIIII��E the Joint Details, unless n d ocM1vrwise. Rafvr cv awings 160A-2 forss antla rd place posi[Ivns. Alpine. a division .f ITW Bulltling Components Grorp Inc, shall n t by responsible Tor any d.viatlon from awing. any fall... eo build the truss in ... f .ncv with ANSI/TPI 1, or for handling, shipping. n AN 17W COMPANY seal laden s bracing .r cr.ss.s. Asoal on thlw draslnW or eovwr paWo Ilst lnW thlw draw I... Indlestas n pta or Pror... l... I wnWlnwwrl rsponslbll lty solely ror the design shown. Tno sultebll icy and use or this area ng ror any acructuro In 2400 Lake Orange Dr., Suite 150 resp.nslblllty .r rho B.Ilding Designer Por ANsI/TPI 1 S.c.2. OdandO,FL 32937 For . Information s this Job s gon .I n s pogo and these web sitar: FL CQ.A 90278 ALPINE: www.a 1pincltw.com; TPI: .tpin— erg; vTCA: . sbclndustry.c ICC: www. iccsafa..rg 16-8-14 H. R=1593 U=795 H=H1 513:r/.N_QTY:1 FL/-/5/-/-/R/ v • 6— ." TC LL 20.0 PSF TC DL 15.0 PSF z BC DL 10.0 PSF �€ BC LL 0.0 PSF •'G�� TOT. LD. 45.0 PSF Eel DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R408-- 24021 DATE 10/19/16 DRW HCUSR408 16293861 HC-ENG SCN/WHK SEQN- 813729 FROM RC JREF- 1W2408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A2A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 5X6 160 mph wind, 26.21 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 13.10 ft. from roof edge. 6-8-8 0-5-3 +3-0-12 4X6(A2) — _ — �,•� — 4X6(B1) zL o_o -0-0 I_ 17-0-0 1I _ I 16-8-14 I 34-8-14 Over 2 Supports R=1756 U=887 W=8" R=1594 U=795 W=4.875" RL=247/-249 . '001111l1rrirrtg0/T„n Design Cr i t : FBC2014Res/TPI -2007 (STD)p PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •� '•El$1j '4 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••WARNINGI •' READ RA NO ALL NOTES ON THIS OUDIN Gi Ar zi ••IYPORTIIYT•• FURNISH THIS ORANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •�•' L • : ' F TC LL 20. 0 PSF REF R408-- 24022 /\ �� AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Tru.... requires a [rem. car, In fabricating, handling. shipping. Installl^g end bracing. R.ror <a Toll [M10 lams! ediclan or DeSI (guiltling Comp .... t Sefoty Inrarma[I.n. by TPI and WrCA, for s,foty prac[i pri . p.h.r. ing 1. h. ➢runctlons. Linstalletr..tall provido mmporan. br.eih. per BCS.l. Unl.ss no[.e otH.T i [.p chortl sha M1a , prop.rly a tach.d ... [ ral shen[M1ing end botCom chord sh.11 M1ay. a properly at�te6a rl gi❑ coiling. L.c dons shown (or perm e"lamral resere int .f woes shall have bracing Installoe S s,etlons Bg. RT or 8 .s o piicabl e. Apply platos t. each racnoof Cross.. e position es shown abov ^^ " 1M10 .loin[ Oo[ails, unlss n toe otM1orwis.. R,r.r to tlrowings 160A-Z Tor s entlartl pia[. positions. Alpino. a division or 1 Sul lding Components Group Inc. shall t bo ro ponsl blo far any dovl,tl.n fr drawing, any Tailor. to build th, cross in conTormanco wi[M1 ANS"TPI '. or for handling, shipping, Installation & bracing .f tr.s�.�. A coal on this drawlnp or eovor papa Ilsting Nis drawing Indicates acceptance of profess M, neeri rosponslblllty solely rar Coo tlm iin shown. Too sultabII My ,nd us, of this drawing for any .true ore Is"[h aspens I bll lty of ua Obl Idl,g gaslen,r p.r ANSI/TPI i sae.2. o. 708 1 _ • S AT O l •a A W a'. /s- •� S �.,;• • ••11••• sue` /„�S/rT�tA` �,.\�t . 4, 0 TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF DATE 1 0/1 9/1 6 DRW HeusRaoe 16293852 HC - ENG SCN/WHK SEQN- 813727 DUR . FAC . 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando, FL 32S}% �, �%ryp pg For mar. Information s [his Job's general n s pogo and these web sites: ALPINE: www.al pincitw.c.m; TP1: www.epinst..rg; WrCA: www.sbclntlusery.eom: ICC: www.leesaro.org AYKM1i 1U/ZU/ZU16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, 13b.51—b!"000CK Kesiaence -- LOIC I ulamono aanas Jensen neacn, rL — AJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. 160 mph wind, 25.83 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. These support conditions used at bearings indicated In lieu of structural panels use purlins to brace all flat TIC@ 24" (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member. OC. Supported Member Face: (6) 0.131"x1.5" nails Supporting Member Face: (14) 0.128"x3" nails Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 12.92 ft. factor for dead load is 1.50. from roof edge. 5X6 = 5X6 5-111-8 0-5-3 yz %/Z 1 3-0-12 5X6 - B2 3X4 - 5X6 = 4X6(B1) _ T 4X6(A2) z�y L 15-0-0 _1_ 5-0-0 _I, 14-8-14 _I 34-8-14 Over 2 Supports R=1757 U=891 W=8" R=1593 U=798 RL=222/-224 H=H1 glittHlttNlfrybdfi��/4 Design Crit: FBC2014Res/TPI-2007(STD) �R"_ PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •a '•El /��' QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. —WARNING I" REM AND FOLLOW ALL NOTES ON THIS DRAWING 4F Iw• $ • TIC LL 20 0 PSF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � ;F � . REF R408 - - 24023 Trusses require t emo ar In fabricating, handling, shipping. installing and bracing. Rofcr t toll ha Incest ediclonaofrBGSIc (Building Component Safoty Infermatlon, by TPI antl WTCA) for safoty p ♦ = r Q. 708 1 TIC DL 15. 0 PSF DATE 1 0/ 1 9/1 6 praeel prl o Per form ln9 cM11, functions. t l nccaellet...tuil Psh—th [emPorary braelho Per SCS.11 Unioss noce0 oclC Ise cop cM1ord shall M1 a properly a to M1 d sc coral .head. ing antl bottom chdrtl shall have a praporl QQQ p�e ` BC DL 10. 0 PSF DRW v V r lgltl ceiling. Loeatl ons snow. far perms ncnt la[eral reseralne of wabs shall M1avc bracing InstalYaat s socclons B3. or 810, as .too cth. Apply plates co cacti faccaof tru i ntl position as shown abdv noo tha Joint Ocialls, unless n tetl Rotor to tlrawl ngs —.1 fors. ands rd _ _ S• S AT 0 ' HCUSR4o8 1 62938s4 a �� NIE .1 oiherwlso. pla[e posltlons. Alpinm, a division of ITW Building Components Group Inc. snail n t ba responsible ft, any davlatian fry ��(a�= BC LL 0.0 PSF HC- ENG SCN/WHK tlrowing, any failure co bulltl CM1e dross In confo rmancg wICM1 ANSI/TPI 1, or for handling, shipping, //�� ••r �� Is- •�- C AN MWCOMPANY Instal le[lon 8 bracing of tr....s. ,c�•.< 1., .. '•••��•• TOT. LID. 45.0 PSF SEQN- 813725 A weal on thls drawing or tovor pagp listing thlw drawing IIIClewtws acceptance of profosslon•1 engineering rosponslbllley mloly for Cho dos lgn shown. The suitability and use of thls drawing for any strueturo Is e!I S 1�I l N DUR. FAC. 1.25 FROM 2400 LAe Orange Dr., Suite 150 respon.lblllty of Vlo Buliding Dos lgner par ANSI/,PI , See.2. 'I�'I�ALmy--�(1�c Mlt�ttl" RC Orlando FL 32837 For morp Informaelon .00 this Job's general n s page and thoso web sites: SPAC I NG 24. 0 " J REF 1 W240B_Z1 5 FL CQA40278 ALPINE: www.alpinolcw.cam: TPI: ..tpinst.org: WTCA:—sbclndustry.cem; ICC:—a.lccsafo.org - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ISa31—nroaOCK Keslaence -- LOL I uiamona Janas Jensen aeacn, rL — ASA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 5X6 160 mph wind, 25.83 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 25.83 ft. from roof edge. - 5-11-8 0-5-3 +3-0-12 4X6(A2) - — 4X6(B1) _ 15-0-0 5-0-0 I 14-8-14 34-8-14 Over 2 Supports R=1756 U=716 W=8" R=1594 U=586 W=4.875" RL=222/-224 ��161iN 11 N 141It rryryfr Design Crit: FBC2014Res/TPI-2007(STD) . H. �" P: k �" PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ••• �Rl�` TY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. /\ �^ _ 1 IIILI�I Ilul\\\v1111 AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando. FL its37 FL COAH027R "'WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ragulro e.1 BCS care In fabricating. hantlling, shlPPing. Ins[alling entl bracing. Rotor c =toll tba latest atlltlon of BCSI (Bulltling Component Sa £oty InformIII— by TPI entl WTCA) for safeey preetie p i a perform ln9 1 ha functlans, tlnstallaanenhall Prhvitlo temporary braein9 Per BCS1. Unless notatl oth I top dh 1 shal I haao properly a tachotl str c rat s ea thing entl boteom eho rtl shal l b— n proporly a h rigid coiling. Loc dons shown for perm t"lacoral rostra lnt of mobs of have bracing InsCalletl p s Chctlons BD B7 or B10, es aopplicebie. Apply placos to each foll of [ru old position as shown abovo tl o a faint Datalla. anless n taU atM1arwise. Rear to Orawinga 160A-Z £ar== tlartl plate Pa=ltlans. A'Pina, a alvl slon of ITW Bulltling Coap.... — Group Inc. shall not bo rosponsiblo for any tlovlatlon frotie drawing. any !allure to builtl tno truss In conformance with ANSI/TPI 1, or for hantlling. ship,ln,. i stallatlon 6 bracing of trusses. Anaoal on this drawing or cover page listing this drawing, Indltatas acc.ptanc. of professional onginwar ing rosp%x. llty sololy for tho doslgn shown. Tho sultablI lty entl use of this drsaing for any strut uro Is N ro,,Ins lb l l icy of — Bul Id ing Doslgna, per ANSI/TPI 1 S..2. Far mo a in£ormaclon s this Jobs gonarol s pogo and these web sltas: ALPINE: www.o l Pl no......: TPI: maw. tpinst.org: WTCA: www.sbcindustry.com: ICC: www. ic...fo.org •• .= �s o 708 1 " S • _ ' • — t S AT O • g �� '�•/� C /s �• 1 .••'+' ' / ��+,��Al. s 64ff �1{111040 `N1 TC LL TC DL BC DL BC LL TOT. LID. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R408 - - 24024 DATE 1 0/1 9/1 6 DRW HCUSR408 16293834 HC - ENG SCN/WHK SEQN- 813723 DUR. FAC. 1 .25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 d' lA' ,nl�nl�n,c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 160 mph wind, 25.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 12.73 ft. from roof edge. 5X6 = 2X4 III 5X6 4X6(A2) - — - - _ — 4X6(A2) z;o 13-0-0 R=1768 U=902 W=8" RL=197/-204 9-0-0 13-0-0 +3-0-12 35-0-0 Over 2 Supports R=1606 U=809 W=8" 5-2-8 J{pCN` e e •ry44 Design Crit: FBC2014Res/TPI-2007(STD) � H. k ',, PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,- TY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. -WAR NING]•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IliPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408 - - 24025 ^ V V �� AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 Trusses raquI's a trem. cola In fabrieating. hantlling, shipping. Instal l In, antl bracing. Rofor t =loll tM1e latest etlltlan of SCSI (Ell ltling Campanane Safety Inrermatlon, by TPI and WrCA) far safetyprn«i�¢ plI o p.rrorm ha these func[I.ns. tlnsielleanenM1all praline temporary brncing par SCS.11 oUn pr pnoted,rly oChdtwls. shal L .. properly a tacM1etl st uc<pral shoa<hing and bottom chard hal shel I 'rat n properly a h'a top rigid r ltti calling. Locations sn.wn for perm t la[cral rascrnlnc or weba shall M1eas bracing Inseoll.tl p 9C5 sa.tlans D3, ails. ..l ns aoppllcthle. Apply plates [o each fa.EA_z eru tantl pesl Lion as showns. bov. tl o the Jaln< Data ..less n cetl aM1crwlsa. Rarer [a tlrewings 16GA-Z roles meare plate paslelo Al pine, a elvi sloe of ITW Dulltling Compon s Group Inc. shall n c be rosponsl blc for any eovleclon fr.tit tl ra..... any failures co bulltl the truss In conformance with ANSI/TPI 1, or for handling, shipping, Inst.11etlon & placing of trusses. A noel on title enrinp or eevor pope Iletlnp NI• tlrerinp. Ineleene eeaDtenee of profeeelonel enLlnNring rosponslbllley solely ror the tloalgn sno.n. Tna sultanlllty ane use of Chic tlrering for any atrue urn Is ttl rsponslbi nay or cn. eel ming Designer par ANSI/TPI 1 saa.z. ' Z 0• i08 i • r • • a O : /�� C •�: (�V C •e 1 V ^�'••.... ...... S ' .l4 � nL �� ` III ��IG�y1M` TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. TOT. LD. 45.0 PSF DATE 1 0/1 9/ 1 6 DRW HCUSR408 16293849 HC - ENG SCN/WHK SEQN- 813143 DUR . FAC . 1 .25 FROM RC Orlando, FL 32837 FL C0.A 90278 Far mar. Infarmatien s this ,fob's g... ra1 1 page and tease wan vitae: ALPINE: ..alpinei [w.com; TPI: www.<pinsc.org: WTCA: . ab.Ind,s y..,.; ICC: www.Ieesn fo.o�g SPACING 24 . 0 " ' J REF - 1 W2408 Z 1 5 1 U/20/2016 r ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - MA ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :133 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(A2) 160 mph wind, 25.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 25.46 ft. from roof edge. 5X6 = 2X4 III 5X6 3X6(B1) 5-2-8 0-5-3 +3-0-12 zo 13-0-0 I 9-0-0 I 12-8-14 (= 34-8-14 Over 2 Supports R=1715 U=727 W=8" R=269 PLF U=104 PLF W=6-0-14 RL=197/-199 Design Crit: FBC2014Res/TPI-2007(STD) H, PLT TYP. Wave FT/RT=20%g(O%)/10(0) 15 ••• 4,;�4 TY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. "WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � •• �� TC LL 20.0 PSF REF R408 — — 24026 Trusses regulra a [soma care In fabricating. handling. shipping. Installing a,a bracing. Refer t =foli tho Iatane edl[lon of BCSI (Bailding Component safety Infarmatlon, by TPI and IPTCA) far safoty prattle prl '' O 708 1 , TC DL 15.0 PSF DATE 1 0/1 9/1 6 ^ o porfa rm lsng thosvafunetlons. tlnstallersuc„all Provltle temporary bracing Per BCS1. Unless noted B t;jh'l Cop .... tl ha,l „ova properly a teahetl str t s„oathing and battam chord shall have a praporly „ ' v V 1 �^ IIILI�I lateral rigidcoiling. Loc ilons shown for e. Apply Alo each of webs sM1oll M1ava bracing Installed p 5 shorn obovo �tl cM1cilons H3, B7 or B10, as applicable. Apply places to each fat oof trusstantl paslcite pea a Joint Datalls. "nlass n tad ath°rvisa. Rafer to Crarings 160A-Z far a antlartl plate pa=Itlans. ° Alpine, division ITW Building Compononts Group Inc. C t S AT O /�� '(��V C BC DL BC ILL 10.0 PSF 0.0 PSF DRW HCUSR408 16293850 HC - ENG SCN/WHK o of shall t bo responslbla far any Eavlatldn irati[ ❑raring, any failure co build Le truss in conformance with ANSI/TPI 1. or for hantlling, sM1ipping, SEQN— 813720 AN ITW COMPANY Instal latian A brating of [Tosses. •�' .••'�' TOT. LID. 45.0 PSF 2400 Lake Orange Dr., Suite I50 A sosl on this tlroln0 or cover psyo Ilating this tlrsring. Indleaba at P-0 of professional anWinaaring rosponsibl lley solely Tor Uo design morn. The sultabllley and use of this drawing for any strueturo Is th raspanslbllicy of uo Bullding;:Slgnar per ANsI/TPI 1 Saa.2. '�SS�0 L Nt ' �f/1 fryTf �t DUR.FAC. 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 Orlando,FL 32837 FL C A90278 Far more infermacian s t„,s Jab's general .—a page and these rob sites: ALPINE: rrr.alpinaitr.com: TPI: rrr. tpinst.org: WTCA: rvw.sbaind--y.cam: ICC: rrr.1ces fa.arg f L lOiNi2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r 13t331-aroaocH. Kesioence -- LOL I uiamona Janas Jensen beach, rL - AJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 2X4 III 160 mph wind, 25.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 12.54 ft. from roof edge. 5X6 4-5-8 +3-0-12 1 4X6(A2) = 4X6(A2) z�y 11-0-0 I 13-0-0 I 11-0-0 ��— 35-0-0 Over 2 Supports R=1763 U=902 W=8" R=1763 U=902 W=8" RL=208/-208 _„�µpuustnua,furgrry. 1 ryy� Design Cr i t : FBC2014Res/TPI -2007 (STD) 'o� ++\P�...•••••:� PLT TYP. Wave FT/RT=20%(0%D)/10(0) 15. ,%M;r �1P}TY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. •'WARNINGI•' READ AND FOLLOW ALL NOTES TO THIS DRAWING] •'IYPORfANi'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408 - - 24027 Trusses r,q"l,, m crcmm care in fabricating, handling, shipping. Installing and bracing. Refer [ and the latest edition o! BCS'(Builtling Component Safety Information, by TPI and WTCA) for safety prat Ii = prl '} p w• Q. (00 1 ; = TC DL 15.0 PSF DATE 1 0/1 9/1 6 o Performing chesevfunctions. Ins[alleanvnhall P--th temporary bracing Per BCSI. Unless noted otho I cop eM1artl shall havm properly at[aehetl s Coral --thing and bottom chord shall have a properly atta e : . • V V rigid ceiling. Laa bens shown far perm i lateral restraint mf webs shall have bracing ins I.I,e pe CS ohs 83. B] BtO, as aopplicaele. Apply places co each laeoaor truss= n0 position as shown abovm e o ; S AT Q ' BC DL 10.0 PSF DRW HCUSR408 16293827 �� IN F C„cti Sr c Jolnc Oc Colt unless n tetl otherwise. Refer to dra .,,,s 1GGA-Z for s antlartl plate posl clans. G - • C� �� BC ILL 0.0 PSF HC ENG SCN/WHK Alpine. a dlvlslon mT ITW Builtling Components Group Inc. shall n t ba responsible far any de.,Iatien from tl rawing, any lallury [o bulltl [hc truss in conformance with ANSI/TPI 1, ar for hantlling, sM1 1pping, .••• ` •.�'•�� m a• - SEQN - 813151 AN ITW COMPANY Instal lotion 6 bracing mT Vusses. A anal chi, drulnp n.elny this drawing. Indleates •••wawa••• `� TOT. LID. 45.0 PSF 2400 Lake Orange Dr., Suile 150 on dr eavor page ¢ pb , or profoalonal •ngln••ring .usp� .1bi11Cy ofI[ha duiIdI,q DI,Ig.sahoI' ANSI/TPlt1b ..2 and usd of this tlrewing Tor any acruc[urg In U /r L[[[1111 /fit , DUR. FAC. 1.25 FROM RC Orlando, FL 32837 FL COA NO 278 For mare infmrmati on s this Job's general n s pogo antl these web sites: ALPINE: www. alpinaiwww. t tw.com; TPI: pinsc.org; Wwww TCA: .sbcindustry.com; ICC: www. I ccsafo.erg SPACING 24.0 " J REF - 1 W2408 Z1 5 i w ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - ASA ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4-SP #2 Dense Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Webs 2x4 SP #3 :W3, W12 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. These support conditions used at bearings indicated (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member. Supported Member Face: (6) 0.131"x1.5" nails Supporting Member Face: (14) 0.128"xY nails Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [101 W4X8 1.25 L 1.50 [291 W4X6 S 1.25 Laterally brace BC above filler @ 24" O.C. (or as designed)' Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 4X6(A2) zE a_o 160 mph wind, 25.08 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.09" due to live load and 0.17" due to dead load. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 25.08 ft. from roof edge. 5X8 = 3X4 = 2X4 III 5X8 4X8L10J H0912 3X4 HUSH Y l,. I ) _ 2X4 III 4X6[291 = 11-0-0 13-0-0 10-8-14 14-6-0 o_B_o 12-0-0 0_8_a 6-10-14 I' 34-8-14 Over 2 Supports >1 R=1757 U=834 W=8" RL=172/-174 R=1593 U=690 H=H1 0-5-3 T 4-5-8 +3-0-12 .o0 "j H ", "k, Design Cr i t: FBC2014Res/TPI -2007 (STD) a°• P•..••••.;� �0-INTY:1 PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15FL/-/5/-/-/R/- Scale=.1875"/Ft. a'WARN I NGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "INPORTANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC ILL 20.0 PSF REF R408 - -. 24028 Truss.s ragalra . trams call In fabricating, handling, shlpping. Installing and br cing. Ro£or t an. I.I tM10 latest ad tl on of BCSI (Building Component Safety I., .... tlon, by TPI and WCA) For safaty praeti. S prl w• o. 708 1 - TC DL 15.0 PSF DATE 1 0/1 9/1 6 o Performing cheao functions. ilnsiallersuc—.11 Crocldo Unless noted o=ha bract h. per BCSIhall top ch.rtl shall M1 v. a Cached tM1ing bottom have DRW HCUSR408 16293853 ///\\\\ properly .g andarY ..n ural sM1 and chard shall a properly a rigid telling. L.eaelons sM1 own for perms neat I t r.lar.str. Intl of webs shall have braeing lnstoltetl po CS : ' BC DL 10.0 PSF �� C„a ions B7. BT or B10. sGs^ ppllcablc. Apply plazas ttl. each f.coaof eru tone position as shown ebova a , c Joint Oatalls. ante tad otherwlsa. Rc£ar to .wings 16OA-Z fors andard plate psi .ns. S AT O /� • t�cF BC LL 0.0 PSF HC- ENG SCN/WHK AN ITW COMPANY A 1pina. a dlvl slon .£ ITW G.Ilding Components G... p Inc. shall n t bo resp.nsibl. for any davlatl.n from awing, any tailors to build CM1a truss in can£.rmancc with ANSI/TPI 1, or for handling, shlpping, �nsiallatlon .I'.� •�• C ' 6 braeing of trass A .e.l on ehl. dra ns or cover Il.tlns thl. Crulns. Indlca— -••.....••• �` SS (G TOT. LID. 45.0 PSF SEQN- 813716 2400 Lake Olmge Dr.. Suite ISO pass ceaptanc, of proro.. lon.l .nslnaarins r.sp.nslblllcy sol.ly i.r th. tloslgn shown. Th. sultabllley antl us. of inls tlrawing for any siructuro Is Naf,/0/V/1� ... p nslbllltyy .f No Bul Itling Oaslgn.r par ANSI /TPI 1 S-2. /• ��tt /A{` 11 T�ADDI lI OUR. FAC. 1.25 FROM RC Orlando, FL 11137 FL C6A N027N Far mar. Information s thls Jabs Gana—s pages and —a wab altos: ALPINE: www..'p,_ tw.c.m; TPI: www.tpinse..rg; WrCA: www. bcln...try....: ICC: www. icesef... rg SPACING 24. 0 " J REF - 1 W2408 Z 1 5 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - A6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 5X6 = 160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. 3X4 = 5X6 3-8-8 4X6(A2) - 4X6(A2) 2� 0_o 2I 0 01 -3 9-0-0 17-0-0 9-0-0 I �5z 35-0-0 Over 2 Supports R=1763 U=1213 W=B" R=1763 U=1213 W=8" RL=182/-182 PLT TYP. Wave Design Cr i t: FBC2014Res/TPI -2007 (STD)•� FT/RT=20%(O%)/10(0) 15. ��,��•..••H:e y N%17,!•'Pf�Y:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. V AN ITW COMPANY 2400 Lake Orange Dr., Suile 150 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] = "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlro ..creme core in fabricating. M1antl1ing, shipping, Installing and bracing. Rofcr t and Lll tM1a latese edition of BCSI (Building Compon nt S—ty Information, by TPI and WTCA) for ..-ty praetl eeSS pri o performing cheat/ lun.[Ions. elnscall arrueh... pr .th teamPnd b. braeln9 per BC51. Unless notM oVhe 1 Cap shard shall h a proporly a ta.hod st [oral sheathing and bo[t .hard shall haves a properly a r igltl ealiing. Locacl ons shown for permanent laiaral restr i i a! wobs shall have bracing ins[allodtpeCS C„ccions 63. B] or B^0, sssn pplicth e. Apply platasd td'acach fat oaf cr stand posi [ion as shown abo o "''333333YYYYYY...••• a Joint Details, u la tetl otherwise. Rolar a wings .— .1 !ar and rd plate positions. {w a A loin[, a division of ITW Building Compon s Group In<. shall n [ ba osponsibla far any davlatian from drawing, any failure to build the truss in confer rman.o with ANSI/TPI '. ror for handling. shipping, (natal lotion & bra.ing of [razzes. A eeel on thl• firer ing or cover pepo Ileting UI• drerinp. Indlcetee eeeeptenee of profeselonrl •nglneerinp rosponslblllcy solely for Uo tlaslgn shorn. Tiw aultoblliey and use of thle drering Tor eny etrutturo Is U asp... lbillty of the Ballding Daslgnar par ANSI/TPI , Sae. 2. • o. 708 1 • r: : 1 • ` : S AT O e • ' + ' C s . ., �� •• .• ' ••••r t••' G�`Ot q Al A ,\ f4 lo1)Ij1� rypOf ( 1 NM TIC LL 20.0 PSF TIC DL 1 5 . 0 PSF BC DL 10.0 PSF BC LL 0 . 0 PSF TOT. LD. 45.0 PSF REF R408-- 24029 DATE 1 0/1 9/1 6 DRW HCUSR408 16293826 HC - ENG SCN/WHK SEQN- 813149 DUR . FAC . 1 . 25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z 1 5 Orlando, FL 32837 FL C(lANO2Tg mar er Far o Inlarmatlan s cbis Jab's gen al n s page and theses web it,,: ALPINE: www alpineicw.<om: TPI: www.tpinsc org: WTCA: www sb<Industry.com; ICC: www.1.... ft. org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13h31-brodock Kesidence -- Lot l Uiamond Dands Jensen beach, FL - AbA ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 Dense: Webs 2x4 SP #3 :W3, W13 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by.ALSC H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. These support conditions used at bearings indicated (H1) = ITW (KC) HDTP26 w/ (2)2x6 SP #2 supporting member. Supported Member Face: (6) 0.131"x1.5" nails Supporting Member Face: (14) 0.128"x3" nails Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] -W4X8 1.25 L 1.50 [32] W4X6 S 1.25 Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 6X8 - 2X4 III 5X6 = 160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.10" due to live load and 0.19" due to dead load. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 24.71 ft. from roof edge. 3X4 = 5X6 3X4 0-5-3 T 4X6(A2) = 4X8001 - UXl4 = 2X4 III 2L 0_o H0912 2X4 III 4X6 [ 32 ] 9-0-0 _I_ 17-0-0 _I_ 8-8-14 al 14-6-0 ofglo 12-0-0 p18ro 6-10-14 j� 34-8-14 Over 2 Supports —1 3-8-8 *3-0-12 R=1757 U=885 W=8" R=1593 U=732 RL=146/-149 H=H1 ' t�putnmrurrrrnnr, Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15 •� '•El /�` QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. 'WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ,� "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O •' �. TC LL 20.0 PSF REF R408 - - 24030 �\ Trusses require c t eme ara in fabricating. h—ling, shipping, Instal —g and bracing. Rotor to fall a latest adit — ofSCSI(Building Comp ... It Safocy Inrarmatian, by TI'l and WTCA) far .afaty practic s prl o Po rmsngllM1osvaTuncclons. tlnstall5rsucM1all provido cemPora rY braein9 per SCSI. Unless prod vtV.J d -P eh.1d M1a Nava pr°parly a CecM1ed tr coral sM1caeM1ing area bottom eM1ord snare M1ava a proporly a rigid coiling. Lvc Clore. shown for parman..t lateral restraint of webs shall nave bracing Installetl S r O. %08 i _ TC DL 15.0 PSF BC DL 10.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293847 a �� AN IT'W COMPANY 2400 Lake Orange Dr., Suite 150 C„cCion^ BBn aeT - 810. as omppllcablc. 1.R — t. to°ash facsa-T tr stand position as shown above ntl a ° Jv C Oat ils, unless n tad othat. Apply Rvfar to drawin s ... of for andard late sic _i AI Ina. ivisi°n of ITW Buildin Com Graa Ina. lgiall [ bo r IblcpPor Pa davla9lan fri p g pononts p °spores any tlrawing. any rai11ra to balid the trans in tenrvrmancv wi[n ANSI/TPI '. or ror handling. shlppin Instal laClon & bracing of trusses. A sosl on tnl• dr•rinp or covor psgo I1stln0 tnl• tln.Inp, Intllcstws seeoptsne° of profs.. lonsl snp lnssrinp rasponslbil lty solely Tor tho doslgn shown. Th.—1-1,111ty and us° of this Erawing for any aCructuro Is N raspvnslb111ty of Cha Bullding Do.lgn°r per ANSI/TPI T Sot.2. _ • S AT O A .f : �• /•�� •°••"•'• S I('/�t N 4�w,,S/ONAL 11tt BC LL 0.0 PSF TOT. LID. 45 . 0 PSF HC - ENG SCN/WHK SEQN- 813714 OUR. FAC. 1.25 FROM RC SPACING 24 . 0 " J REF - 1.W2408 Z 1 5 0""`&,FL 32R37 FL C A HU Vii Far mars information s thls Job's general n . page and these wab .1te.: ALPINE: w,wv.alpinoitw.com; TPI: — tpin .,rg; NTCA: www. bclndustry.cav; ICC: w.w.lccsnfo.org """"""` 1 V/LV/LV 1 V THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SIIRMITTFII RV TRIICC 'MFO ISUSl-brodocK Kesidence -- Lot "I Uiamond Sands Jensen Beach, FL - E4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In'.lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. —2-0-0 — 1 11-0-0 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 14-0-14 Over 2 Supports 4X6 (R) % 2X4 III 3-0-14 4- R=820 U=387 W=8" R=628 U=346 RL=256/-42 H=H1 ej�4��a(n�u{u..mlpbryi jY� ' ` Design Cr i t : FBC2014Re s/TP I -2007 (STD) °-� ��...••••... ,kQr'-,4 PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.'.,�(`f Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING)" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ .'IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • _ TC LL 20.0 PSF REF R408 - - 24048 Trusses r.gulr. a t.... car. in febrl.....9, hanall"a, shlpping, Inscalling ;, brecing. Rof.r t antl 1.11 tM1e latest ctl1 tl.n of BCSI (Bui lei ng Co.... nt Safety Information, by TPI ane WrCA) for safety p... t—Crprl o. 708 1 r; TC DL 15.0 PSF DATE 1 0/1 9/1 6 o pe rCermin9 these functloIy .,)..hail ean.ntall p--th temporary bracln9 Par BCSI. Unless notetl of„e 1 ' DRW HcusRaos iszsassa //^\\\ v V in eM1arI shall Le pr.p.rly a te.h.e ... rural shea�„ing entl bat.m eh.rtl sh. hay. l, pr.perly a<t. r igltl fling. Locatl.ns sh. for porm lateral restraint o£ webs shall M1ave brat ing instelletl pc CS B], B7 DID. : = 0 BC DL 10.0 PSF ctlons or as appllcebl e. Apply plates ho each face o£ tru antl posltlon as shown above . �oln< D.tal .=s na<ee et„.rwl=.. R.f.r t. tlrawing= ,BDo_Z f.r==taneartl plat. pa=Itl.n=. Alpinc, S AT ': BC LL 0.0 PSF HC-ENG SCN/WHK G�J LIJ LI �JI�� a elvlsion of )Tel Bulltling C.mp.nents G...p Inc. sM1all n t be respo..ibl. f., any deviation from tlrawing. any failure t. build CM1. truss in conformance wi<M1 ANS"Tpl 1, or £or M1antlling. .r��et� ` SEQN- 813680 AN ITW COMPANY shipping, Instal lotion & brecing .f trns=s. A 1.11 on ehl, er..lno or e.v.r pop. 11•ting NI, dr..1.0, Indl-8.. pnna..f prof•..Ibn.l "I.••rinW fij�• • •••.n..•••'•��,•a ljil �I V;; TOT. LD. 45.0 PSF DUR FAC 1.25 rsp.nalbl ucy sol.ly for th. tls lgn shoo.. Th. sult.bl Nty nntl us..T ehls d—Ing for eny .Tractor. Is CtI " NA1� 2400 Lake Orange Dr., Suite 150 r.... n InI.:1y .f — B.ntll.g Deslgn.r p r ANSI/TPI 1 sa..2. AMMli11NN� . . FROM RC Orlando, FL 32837 FL COA 90278 . r For more informatl.n s this Job's general n s pogo nntl ths. web =its: ALPINE: www. t www.alpincltw.com: TPI: pinst.org: WTCA: www.sbclndustry.com: ICC: www.l.... f.. erg $PACING 24.0 " J REF - 1 W2408 Z1 5 .t W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k 13B31-BrodocK Kesldence -- Lot I Utamond Sands Jensen Beach, FL - E5 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 2-0-0 10-0-0 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 14-0-14 Over 2 Supports 5X6 - 2X4 III 4-0-14 \'l 4-1 R=820 U=252 W=8" R=628 U=274 RL=158/-41 H=H1 ,�puunmurnrnhrr Design Cr i t : FBC2014Res/TPI -2007 (STD) s�� ,,�P,..••H:. krQ//'�•4 PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. Q��•'QCy 0 TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] ••IMPORTANP• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .• 1.TC ' LL 20.0 PSF REF R408 - - 24049 Trusses ire a item. care in fabrieatin ha— m shi g g. o a requ g, g, .ping, installin a C bracin Refer t n SP'i the latest etli ti.n of DCSI (Builtling Component Safely Information, by TPI antl WTCSI for safety praetiee�pri + 0, l08 1 TC DL 1 5 . 0 PSF DATE 1 0/1 9/1 6 o Performing t eaV functions. C lnsta l lerruchall prh.. ea h. ry bracing per BCSI. Unless natetl oC mti lop th.rd s 111, c properly a Lathed st t.ral sh athing and b.ttem .hard shall have a Properly a per�uCS i 1 ; BC v V rigid Ceiling. Locations shown for .....hant lateral rastralnt .f web= shall h.— bracing installed 8a, B] or B as aapplicohla. Apply places ctlf oath fa6aoof Cru as shown above 33.' S AT O r DL 1 0 . 0 PSF DRW Heuseaoa szssaas �� C„ctions a paint Details, "Iles n teandaposltion etherwlse. Refer to awi-1. far== n rtl plato.osi1—t.•� �et,,� BC LL IL A l.ina, a division of ITW Dd .il h.t g Componen s Group Inc. shop n C be rasponsi bla for any tlevietlon from . .F-/ 0.0 PSF HC-ENG SCN/WHK AN ITW COMPANY th. drawing, any failure to builtl Che truss in confo rmanca with ANSI/TPI 1. or for hantlling, shipping, installation A bracing of t.....I. �(C •►•.,, �••' �� TOT. LD. 45.0 PSF SEQN- 813669 A ne•I on thls dnwing br ebvar pagb Ileting thl• dre•Ing, Indll:.t...emptme. of ProfOSSIOn.l •ngln••ring // DUR . FAC . 1 .25 FROM RC 2400 Lake Orange Dr., Suite 150 r.sp.nslblllty sololy for th. daslgn shown. Th. ..Mobility end use If this dre•Ing fbr eny structure Is NSlO�VAL rsp.nemn lty of tb. D.Ilding Designer par ANSI/TPI vrPl , sa..:. U afRsl/tWttt,ti,R Orlando,FL 32837 FL COA 90278 Far mare infarmatlan s this J.b•s ganaral h s pogo and thee. web www=lies: ALPINE: www.al pincltw.com; TPI: . tpinst.o rg: WTCA: www, sbcindustry.com; ICC:—.l.... ..... SPACING 24.0 " J REF - 1 W2408 Z1 5 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - E6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 2-0-0 1 9-0-0 R=820 U=398 W=8" RL=217/-41 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6 (R) % 2X4 III 14-0-14 Over 2 Supports 5-0-14 R=628 U=337 H=H1 Design Cr i t : FBC2014Res/TP I -2007 (STD) H' PLT TYP. Wave FT/RT=20%(0%p)/10(0) 15. �'i':'e i •,� `FTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI .t ••IWPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ; TC LL 20.0 PSF REF R408 - - 24050 /^\ / \ v/\V AN IT'WCOMPANY Trusses ragalro a trama Care In fabricating, handling, shipping. Inscnll'ng and bracing. Refer to andtall Cha latest edltlon of BCSI (Building Component Sa Tnty Informntlon, by TPI and WTCA) far safety prectice prl o parrorm ing these functlans. tlnscallerrucha ll provido temporary bracing par DC! I. Unless noted ot"a Cop chord shall havo properly a CacM1etl st to rol sheathing ontl bottom ehvrtl shall M1ave a properly a rigid cal I ing. Locations ahawn far permanent literal rescrolne or webs Shan have bracing '"atoned po Bcs sections Ba. B] or B70, as eItcd eble. Apply places co each f16OA-Z far Intl position as shown above ' the Jolnc DoW1is. unless n .il otM1arwise. Refer to drawings 160A-Z for eta"lard plate pealtiena. Alpine, n division of ITW Building Components Group Inc. shall n C ba rcsponslblo for any tivvintlon from drawing, any reliuro Co bulltl cM1e truss In eonformanw wIN ANSI/TPI 1. or for handling, shipping. ins[nllatlon & bracing of Crusses o. 708 1 _ • i - : SAT O 1 /`_ .�•��C /� •. �:` •'•...,,:e••''Gr TC DL 15.0 PSF BC DL 1 0.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293891 HC- ENG SCN/WHK SEQN- 813682 2400 Lake Orange Dr., Suile l50 A noel on thls dnWinp or cover papo I Istlnp thls Cnslnp. Indicates lm upUnae of proTesalonsl engineer lap rvsponslblllty solely Tor Uv design whom. Th.;u lllty and use IT this drawing for eny atructuro Is CII raspanslbinty of tea Dullding Daslgnar per ANSI /TPI 1 soc.2. ��+�lo��` �� `.�"' M N� yf/q�i�l(Pt DUR. FAC.1 .25 FROM RC Orlando, FL 32837 FL COA 90278 Far mare Information s thls Job's general ..-I pogo and Lhasa web sites: ALPINE: s alpinvltw,com: TP1: .-pinor sc.g; WTCA: wvr,. sbclnwdustry.com; ICC: 1ccsa Te.org SPACING 24.0 " J REF - 1 W2408 Z1 5 1 10 20/2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F1 ) THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid di—h- - o i_+_ — +ha+ .,,.,r.+) 2X4(A1) = "�" — 2-0-0 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 61 W3X6 4.25 R 1.50 [19] W4X8 S 2.25 [21] W3X4 1.25 R 2.75 2X4 11-4-0 1 ] III 1 3-4-7 1-10-9 2-0-2 6-3-12 13-6-14 Over 2 Supports R=802 U=217 W=8" R=608 U=219 RL=205/-43 H=H1 .c��gmuuu,ua�fur'ffi, Design Cr i t : FBC2014Res/TP I -2007 (STD) \p`N;..:.�;• k,Q''., PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. i•:' •,l `QTY:3 FL/-/5/-/-/R/- Scale=.375"/Ft. **WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ..11MRTANf•. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f e• TC ILL 20.0 PSF REF R408 — — 24051 care In fabrlcating. hantlling. sM1lpping. Installing antl bracing. Rafar i antl all Trusses rad'tl- eor SCSI oho latest atlltlon of DCSI (DUlltling Component Sa£oty I, by TPI.I. antl WC£or safety praceh p I 0.708 ' " V S TC DL 15.0 PSF DATE 1 0/1 9/1 6 toll,tlon. o porform lh. [hI,— pnetlons. tl .hod srsucnara .l.andary braeing per ...SCSI....n p notetl ott Vp top chortl steal l Lava properly [r t al athing antl battam chortl shall M1 e a properly a a� i S = v V e.—th n for po r lgitl telling. Loc dons sM1own for permaneniul i al rastroin of webs shall Lava bracing Installetl pe BCS CM1ctlpns B3. BT or 810, as aappllcablo. Apply pla[es to oacM1 fa coeof tr st ntl p pl..to as shown ebovo + a .lolne Date ns, unless n tea otherwise. Refer to Orawings ,GOA-Z forss antlartl plate positions. : S AT BC DL BC ILL 10.0 PSF 0.0 PSF DRW HCUSR408 16293859 HC ENG SCN/WHK Alpina. tlivlsion , ITN B..l... Components Group Inc, shall n t be rosponslblo £ any tlevletlon frames tlrawing, any falluro to bulltl In AN ,. for hantlling• �� •�{•N`�•� '• - SEQN— 813602 AN ITW COMPANY the truss conformance with or 1hippin9. Instal laelon i braeing or crosses. .� \`V,� Y.en.N•'•G TOT. LID. 45 0 PSF A w.l on thl. Er.wing or .over pope Iloting thl• Eroing. InCle.t... pG... of Prof e..l...l •n01n••ring eY. SSA . DUR.FAC. 1 .25 FROM RC 2400 Lake Orange Dr., Suite 150 rmsp•nslbllley solely for torn tloslgn shorn. 7Lo aultabllley antl use of Nls tlrewing Tor any strucwro la th responsibility of H,m Dull,ling Deslgnar For ANSI/TPI , Sac.2. �A'IM Y� \t '4�►f% �I�M7� SPACING 24 . 0 " J REF - 1 W2408 Z1 5 Orlodo,FL 32837 FL COA HO 278 For more Information s this Job', 9... roI n s pogo antl .tees. web sites: ALPINE: wow. a 1pinalew. ; TPI: wvw. epinst.org; NfCA: www.sbelntlustry.com: ICc: ww.lcesafm.mrg Inznznu 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 2X4 III 0 2-0-0 < 13-6-14 Over 2 Supports R=797 U=220 W=8" R=605 U=221 RL=205/-43 H=H1 �a„uHDl,unhy, .a►` e 6 H Design Cr i t : FBC2014Re -2007 (STD) \p; PLT TYP. Wave s/TPI FT/RT=20/G(0/D)/10(0) 15. .••••••:. I�l�: I •, QTY:2 FL/-/5/-/-/R/- Scale=.375"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IWPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : : TC LL 20.0 PSF REF R408 - - 24052 Trusses requlro c cram. care In rebric.[ing, handling. shipping. Installing and brating. Rarer t. o tl oil vtlltlon of SCSI (Bullding Campo. nt S.racy Iniormatlon. by TPI ..tl WCA, rar sarety pr.atie.fprl p + U. %08 I = d TC DL 15.0 PSF DATE 1 0/1 9/1 6 o Perrormin9 those functions. cras[allet...t ll provitlo [omPora rY breeln9 Par SCSI. Unless notetl ott , top chord shall Lava properly a Cached [oral sh.a—tr ant boCt.m ah.rtl shall b.ve a properly a po i ..L •DRW v V ... rigid eel I Ing. Locn[lons shown r perm t laevrel res[rolnt of .ebs shall M1ay. bracing installed BCs sac[ians BD Bl or 810, as eopplicth Apply to f16Oaor : • S 0 BC DL 10.0 PSF HCUSR408 16293855 pl.[as cru antl pasieion as shown ebovo ' cM1. Jolnc Dd.... . unless n ochcr.ise. R.Ter co .1,9 160A-Z fors.t—lbi plate py AT t BC LL 0.0 PSF HC- 1...l d—lns. Al pin., a alvlslon of ITW Builtling Components Group Inc. sM1all n e ba responsibl. for any d.vletl.n rrem� -il drawing, nhy failure [m build Cho cross in confo.......I[h ANSI/TPI 1. or for h--ding, shippl, �• ^ . ��' ENG SCN/WHK SEQN- 813604 AN IrWCOMPANY in.tallatlen & bracing .r crosses. 9' die •�•...,. ..•''\G\ TOT. LD. 45.0 PSF A .o.l on antl, Cr— g or cover p.go Ilsting thl. er..ing. Inele.t... pt.nes or pror...lon.l engln..rinW r.sp.n.lbllley volay rar Uo tlaslgn shown. Tho sule.blllty one use oT Nln eraang ror any atructur. Is U •` s o NAIL ,f ,V /1r DUR FAC 1 FROM RC 2400 Lake Clang Dr., Suite 150 rosponslblllty of [h. Bul ld ing D.slgn.r par ANsI/TPI 1 Sac.z, p� 1�q1 . . .25 Orlando FL 32837 FL COA 9027E F.r .... inf.rmatlan . this Job's general n s pogo and th... w.b .leas: [CC: ALPINE: www. alpin.l ew.cem: TPI:--pinst..rg: WTCA: .... sbalndustry.e www. lcesaro.arg SPACING 24 . 0 " J REF - 1 W2408 Z1 5 I • 10 201201 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR ( 13kf31-brodock Kesidence -- Lot l Uiamond bands Jensen Beach, FL - F3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 2X4 III +11-4-0 III 5-1 115 2-0-0 --J EEE 13-6-14 Over 2 Supports. R=797 U=221 W=8" R=608 U=201 RL=196/-43 H=H1 �µ1n3+uUrorNrnnnr• Design Crit: FBC2014Res/TPI-2007(STD)�' H. PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. —WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. -Z �• '! TIC ILL 20 . 0 PSF REF R408 - - 24053 Trusses ....Ir. ....... care In fabricating, han.117. shipping, installing antl bracing. Rofvr io ..V foil a eel ci on of SCSI(RYl itling Component Safety Infarmatlon, by TPI one WTCA) far safety preecl WC_ Ps o. 708 TC DL 15. 0 PSF DATE 1 0/1 9/1 6 o performing 1 h.v. functions. ....h.li a rruchalt Provitiv cemPora ry bracing per SCSI. Unless nptee oCl�es top chartl shall M1 e properly ..... tachetl st cu ral sheaCM1ing antl batiom chortl shall haw a properly a � t� d rigid ceiling. Locations shown for permanent lateral restraint of webs shall Nava bracing In:canoe 7�6C4 _ BC DL 10.0 PSF DRW HCUSR408 16293877 v V Q L pp F sections B3. B] or B10, as oppiicabl e. Apply places co each fI OA f iru tang position as shown oboe ne the Joint Details, unless n tad otbcrwiso. Refer to drawings 160A-L fors: .—.1 Plato patitian:. Alpine, a divl :ion of ITW Building Components Group Inc. shall n t be responsible for any eevlaelon f + .. • S AT O (I BC ILL 0.0 PSF HC - ENG SCN/WHK 11 V AN ITW COMPANY tl rowing, any failure to bade t e truss in conformance with ANSI/TPI 1, or for M1antlling, shipping. installation & bracing of tr.::�:. wI�� • `�/ •.;�( 1 .•v�j TOT. LD. 45.0 PSF SEQN- 813606 A wa on thl. Cr.rinW or ccvor p.Ru I being ebl. Cr.,Ing. Indlwta..tept.nt. of prefo..lon.l .ngl...rl .:Ponslblllcy.sololy for iha tloslgn shown. T. suitobiIIty end us. of this dr.,ing far any structure Is t E' ...1�.1...... �N �S•1Q1Y DUR FAC 1.25 2400 Lake Dran a Dr., Suite UO 6 aspv^:lbllity of tho D.Ilding Designer per ANSI/TPI 1 Sec.2, , Al p npyd�IHtH100 . . FROM RC Orlando,FL 32837 Far more information s this Jab': g..... I . s P.R. antl theta ..b :it.- ALPINE: TPI: . tpi www.alpinvitw.cam: ,g; WCA: try.com; ICC: $PACING 24 0 " J REF - 1 W2408 Z1 5 FL COA N0278 n www.sb.I.d www.iccsafo.org . 1� 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IJOJI—orOOOCN: Keslaence -- Loc I uiamona Janas Jensen beacn, FL — r4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-0-0 1 10-10-8 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6(R) 111 2X4 III 13-6-14 Over 2 Supports R=797 U=236 W=8" RL=169/-42 2-8-6 R=605 U=253 H=H1 4-4415 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(0%)/1O(0) 15 H. ""l," 1 1.. M.. QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNINGI•• READ AND FOLLOII ALL NOTES ON THIS DRAWINGI •r I11PORrANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �•' F '; '=� TIC LL 20.0 PSF REF R408 - - 24054 T.CFccions AN IrWCOMPANY 2400 Lake Orange Dr., Suite l50 Orlando, FL 32837 FL COA N0278 Trusses requlro extrcmo'eare in fabricaeing, handling, sM1lpping, installing and braeing. Rofar [ Ia.b fall a o 708 1 ea lclon of BC51 (Builtling Conponene Safety InTormetl^n. by TPI and WTCA) for safoty prseil �s pr p^rform ing :I,—runcclons. [Installcanenh . psheltlo .D ndary braeing per BCSI. Unless noteE o[ Is cap cM1artl shall haves properly a taehed sir [u al athing antl boiiam chortl shall have a properly aCtl• rlgltl cal l ing. Loc [Ions shown for perm t Idteret ros[ralnc of robs shal l have bracing installed C i Ba, Al - 8 as n—d cable.lsAppiy plates to each facoaof tr...0 nd poslilon as sholvn abov and S AT O 160A-2 for—lbl pla[e pasitlans. c Jaln[ Do[alls, unless n !etl o[belw a Refer to In.. A 1pine, a division of ITW Bulltling Componan[s Group Inc. shall n c po responsible for any deviation it.� �[[��C� Crowing, any (alluro t Wiltl the truss in cenfarmanca wlU ANSI/TPI 1, or far handling. Inippin i seallaeion A bracing of trusses. g Ansosl pn thl• dra,ing or eoybr p�gb Il*tl" "I. d—Ing, Inellest.s scapemu of profeasionsl uiRlnMrl '�aau�N� G� rosponslblllty sololy for tho doslgn sho�,l. Tho sultehlI Icy antl use of "I, d—Ing for any sifucturo Is �? raspenslbility ar ua Build ing Designer par Axgl /,PI , gaa.2. �.,s/Q�p>I, EN,. Far mare Information s thls Job's ganaral n s pogo and � 11 web sites; '""+�+tm(W"�°' ALPINE: www.al pinol—.Com; TPI: wmv-pi—t-rg; WrCA: ..sbcindusiry.cem; [CC: www.iccsafo.org TC DL BC DL BC LL TOT. LID. 15.0 PSF 1 0.0 PSF 0.0 PSF 45 . 0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293875 HC - ENG SCN/WHK SEQN- 813608 DUR.FAC. 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 1 P 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, Isa31-nroaocic Kesiaence -- L.oc I ulamong zanas .Jensen beacn, rL. - rb Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 2-0-0 1 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. ' Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 1_ 8-10-8 ic- 13-6-14 Over 2 Supports R=797 U=257 W=8" RL=143/-41 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15, •11VARNINGI** REND AND FOLLOW ALL NOTES ON THIS ORAWINGI ,}' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .`It Trusses requlro [ eme nr In fib rl eacing, M1antllln9, shipping. In calling and bracing. Rofor to .4 f ba I__ adielon ofrSCSle(Ouilding Componene Safoey In forma elon, bysTPI and WTCA) for safoty praeelims l eanenM1afl provlao comp rY Draelh, pis Unless o a perycarm ing chI,— pncclons. [Instal BCSI. cap a artl sM1a11 Lava properly a 1,M1ed ser to el sM1eotM1 ing and bottom chord hall M1— n praparly CCCCCC��aaaaaaeY "".T rlgltl ailing. Loc [Ions shown for perm t late rel raseralne of wabs shall h ve Dracing Installatla v V �� NFE�Crycclwns B3. BT or B10, as aappllcable. Apply pla[as co each fI Goaaf lrusstand poslcign as shown abov n e Jolnc Ootalls, unloss n tad ocbe rwise. Refer ca drowings 160A-Z for s anda rd place posl[lans. Alpino. a division of ITW Bulleing Cempononcs Group Inc. shall n c bo rosponsiele for any tlevlatlan f�A drswing, nny falluro co bu110 cho truss In confornanco with ANSI/TPI 1, or for handling, Shipping. AN ITW COMPANY Instal melon A braCing of trusses. A wool on dill drill, or cover pwge Ilwting "I. d—ing, Indl—tww @cmptwnu of prof—lelnlr�gln—I ss osponslblllty sD to ly for mo dlgn shown. Tho aulteblllty and use Df tb is draw ing Tor—st turD Is 2400 Lake Orange Dr., Suite 150 aspanslblllty of mo Building Ooslgner p r ANSI/TPI 1 Sot.2. Orlando FL 32837 For mora information s this Jobs gamoral n s pogo ana mass wee sites: FL COA 90278 ALPINE: www.olpinoi[w. tom: TPI: www.[pinsc.org: WTCA: w sb,I.du ry.com: [CC: ..1 ccsa fo. org. 4X6 - 2X4 III H. 4-8-6 R=605 U=272 H=H1 tjWi_'`k QTY:1 FL/-/5/-/-/R/- TC ILL 20.0 PSF 1 TC DL 15.0 PSF BC DL 10.0 PSF • �t1ti �G BC ILL. TOT. LD. 0.0 45.0 PSF PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 24055 DATE 10/19/16 D RW HCUSR408 16293840 HC-ENG SCN/WHK SEQN- 813610 FROM RC JREF- 1VV240B_Z15 A f 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - F6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 12-0-0 1 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X8 - 2X4 III 2-10�15 I. 6-10-8 _I, 6-8-6 I iEE 13-6-14 Over 2 Supports R=797 U=287 W=8" R=605 U=287 RL=116/-40 H=H1 PLT TYP. Wave _ mw,1111111IINlgq,,hny( Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(O%)/10(0) 15 �.• '� �1 ,_TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING] .-IMPORTANT?.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. :`• f TC LL 20.0 PSF REF R408-- 24056 f V a �� AN IT'W COMPANY 2i00 Lake Orange Dr., Suite l50 Trusses roqulra c oma ro In fabricating, hantlltng, sM1lpping. Installing end braeing. Rofar to an} foil tM10 latest etllelon o rBCSI`(Bull tll ng Campanant Safaty Information, by TPI and WTCA) far sofaty praetleQs prl o Pe„cortlmin9 t h aiunocilans. tt.c_ aananhall provith eemporabI braeing par BCSI 11 Unlass notM aLM1yr Iso top c sbnllb a a properly a c atl s.r t ral shoathing and boecom cho rtl sM1all M1ave a properly a rigid elling. Loc I ns shown for perm tuletaral restraint of webs shall havo bracing Installed pS• eetlans BD BT or 810, as o pllcable. Apply places co each faceaof tru rand paslelt. es sM1own abova ntl CM1c Joint 3,117 s, unless n tad —bl'. A. Rafor to drewings 180A-2 forss entlard plats positions. a Alpi... a dl vlslon of ITW Building Components Group Inc. sM1all n t be raspanslb . far eny davlaclon fro awing, any lalluro co build [hc truss In conformances wlW ANSI/TPI 1, or for handling, sM1lpping. �,ristallatlan g braesing of trw==a=. A sosI on this drswing or e,v,r psgo listing this drawing, Indlcstss 8—pears of proM1sslons1 mpinwring rosponslbllley solely for rho tloslgn shorn. Tho sultablllty sntl use of Nla tlrewing for soy structure Is th loop anslbllltY of No Bul lding Doslgnar ,o, ANSI/TPI a Sat.2. �• S. • o. 708 1 z L t I AT O •� •+ � •� C ,.•• ((11 ••��•• -{`� ¢,,A ��t7!• • �'\' {tom "QyIkff"I aA` '"" TC DL BC DL BC LL TOT. LID. 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293876 HC-ENG SCN/WHK SEQN- 813612 DUR. FAC. 1 .25 FROM RC SPACING 24.0 " J REF - 1 VV2408 Z1 5 Orlando,FL 32837 FL COA NO 278 Far mars lnfarmatlan s this Jabs general n s pogo and thasa wesb sites: ALPINE: TPI: www.alpinolcw.com; www.[pinst.org; WTCA: www. sbtindustry.cdm: ICC: www.lccsefe.org 1 q 111 10/20/2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 2-0-0 1 9-6-0 R=820 U=256 W=8" RL=153/-101 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 14-0-14 Over 2 Supports 4X6 ----1 4.5 4-6-14 R=628 U=153 H=H1 3-10 12 -4-0 Design Cr i t : FBC2014Res/TPI -2007 (STD)��,Q� H• �'"'�• PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 y.• 'D '�ly TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. •'WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f TC LL 20.0 PSF REF R408 — — 24057 Tru.ses require o tremo taro In fabricating. M1an❑ling, snipping, Inscolling and bracing. Rotor to and ,.Tr M1latest edition o! BCSI (Bulltling Component Safety Information, by TPI end WTCA) for safoey pro elc� prl p �r • 0• i 08 1 TC DL 1 5.0 PSF DATE 1 0/1 9/1 6 o PeM,rd hI Uh.— pnt[lons. tl nsh'd ....t"rl Provitla [emend ry bracln9 per BCSI. Unless p—ly oUpr Ise cop eM1or❑ s al I properly a tatM1etl [ Teri shearM1 an❑ bottom chord sllal I a pro a I a = f� V L .. r lgi❑ calling. Ls Clons shown !or permanent"Iacoral restraint of webs nM1all M1ava bracing Insta 111 ad P S br.. sactians B3, B] arcBtO, as aopplicth Apply placers to each fac000f cru rand position as mown above ❑ eM1c Joint Details, unto.. n tatl otherwise. Ralar [o ❑.awing. 16OA-2 tars. ..der❑ place positions, n o , = • , : S AT O �„� BC DL 10.0 PSF DRW HCUSR408 16293879 Alpina. a ❑ivi.lan of I7W Bulltling Campanant. GfOPP Ina. shall n [ ba rosponsibla rnr any davlatlan froQ� ❑rowing, any failures to bulId CM1a truss In con to rmanco wi[M1 ANSI/TPI 1, or for h..dling, snipping. • w saw ^/ • Q BC LL 0.0 PSF HC- ENG SCN/WHK SEQN- AN IrW COMPANY Installatlon & bracing e! tresses.. red.•.,(, 1•, .•G�t: TOT. L.D. 45.0 PSF A earl on this drawing or cover Il:tl"g "I. drawing. Indicates �• S 813667 2400 Lake Orange Dr., Suite Ii0 pepb acceptance of professional engineering•etc osponslblllty solely Tor The do.I'n spawn. Ths nultebllMy and ... of this drawing for any structure In h a.ponsl bl l icy err the Bullding Doswgner par ANSI/TPI , Sac.2. . �I ll (`N ��NA•• P�� A9yMdllrfi11I DUR . FAC . 1.25 FROM RC Orlando,FLCOO 32837 FL COA HD 278 Far mares Information s tpI Job's general n a pogo antl ine.; web .Ito.: ALPINE: www.olpinoitw.com; TPI: www.cpinst.org; WTCA: www.sbcln❑uscry.com: ICC: ww.IccsaTo.org W�pO SPAC I NG 24 . 0 " J REF - 1 W2408 Z1 5 ' a • 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k IJuJI-oroaoCK Kesloence -- Loc I uiamona Janus Jensen ueacn, rL - bZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 2-0-0 1 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6(R) 111 4X6(R) III 9-0-0-o-o I I 4-0-14 I 14-0-14 Over 2 Supports R=820 U=263 W=8" R=628 U=169 RL=146/-94 H=H1 �,�(teNnalnuurnrpArrrhy`f Design Crit: FBC2014Res/TPI-2007(STD) �,`�i� H• PLT TYP. Wave FT/RT=20%(0%)/10(0) 15,,E x '�J TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] zs i TC ILL 20.0 PSF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408 - - 24058 Trusses require a Creme care in fabricating, handling, shipping, installing antl bracing. Refer to Toll DATE 1 0/1 9/1 6 the le[ost cd lion or BCSI (Building Compon t Safety In£grmailan. by TPI end 'MCA) for safety prae[Ie prl a 0. 708 i TC DL 15.0 PSF V o perfa rminglt„eaV func[i ons. tlnstallarrucc ralpsoeitle [emPn ra rY bracing Par BCSI. Unless notetl oCh$$YcccrwJis.c _ cop chartl shall h c properly a taeh.d s[ u „ thing a d bott m [hard shall have a properly a $•� BC DL 1 0 . 0 PSF rigid calling. Locations shown for porm....1 laterelares reins o{ webs steal l have bracing Installed p ECS, 8 DRW HCUSR408 16293824 �^ sections B3, B] - 8 as o plicablc. Apply plates dr.—g.i16OA-Z tru [antl position as shown above tl a •. S AT ' IILI~I the Joint Details, anlass n tad at„a rwise. Refer to logs 160A-Z fors andard plate positions. • '' BC LL 0.0 PSF HC - ENG SCN/WHK Alpine, a division of ITW Building Components Croup Inc. sh t be responsible far any d—Hon fro • - drawing, any failure to build the truss In conformaneo with ANSI/TPI 1, ar for handling, shipping. • P- •- (� CC AN ITW COMPANY Installation & bracing of �c�.•.< �„ 'G`a TOT. L.D. 45.0 PSF SEQN- 813665 A .e.l on this do g or covor p.go listing th I• dr—I.g. Indlt.t.. actspt.nt. of prof... lon.l glnwrinp ..u.. rospons ibllley sal. ly for the dos IOn sham. Tho sulta1111ty end use of this tlre.ing far any ser uro Is "D Al-,ss�oii•t DUR . FAC . 1 . 25 FROM RC asp... iblllty of Cho Bulltling Ooslgnar per ARSI/TPI 1 Sec.2. 'U 2400 Lake Orange Dr., Suite 150 -rr+roWNHiNiWlaiF` Orlando, FL 32837 Far mare informs=Ian - this Jabs a ... r.l n a pogo and mesa web aIt,,: TPI: tpSPACING 24. 0 " J REF - 1 W2408 Z1 5 FL COA k0278 ALPINE: www. a 1pinoi tw. com; ins r9; WTCA: www. sbcl dJry.c ICC: www.iccsa ie.org ' t j 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 12-0-0 - 1 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [151 W2X4 1.50 R 1.25 4X6(R) 1/1 4X8 4.5 = - --3] 7-0-0 I 5-0-0 I 2-0-14 14-0-14 Over 2 Supports R=820 U=295 W=8" R=628 U=234 PLT TYP. Wave RL=119/-66 INN/lll�//W/WL Design Cr i t : FBC2014Re s/TPI -2007 (STD) M;• leg FT/RT=20/D(O%)/10(0) 15. Imo' '1•:' ,� •, QTY:1 H=H1 FL/-/5/-/-/R/- Scale=.5"/Ft. V LF mot•, IIIIF AN ITW COMPANY ••WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses rec quire o t eme are in fabrieaeing. hinsta andling, shipping, lling and bracing. Refer to antl�ell latest edition o£rBCSI(Builtling Component Safety Information, by TPI antl WTCA) £or safety practice= pri o Per£erm in9 tM1ese iuncti ons. tlnstallerruchall provitla CemPora ry bracing per BC51. onl ass noted ocha e� tap chortl shall M1ave properly a Cached sc cural shcaCM1ing antl bottom eh 1 shall haw a properly a r lgitl c ding. Locations shown for pc rmanent lateral restraint g£ webs shall have bracing installetl pe BCS thtCions B3. B] or 810, as aupplicablo. Apply places to each £aceao£ tru [antl Ppsit Ian as shown above - a Joint Details, anless n led otherwise. Refer to tlrawings 160A-Z farss aneare plate pa=Itlpns. A 1pinc, a tlivi sion of ITW Building Components Grvup In<. sM1all n t be responsible for any deviation from awing, any £allure co builtl the truss in <onfo rmancc with ANSI/TPI t. or £or handling, shlpping, natal laden a bracing of tresses. ; o. 708 1 - 7 i = : S AT ��` L,£ j•/�) •�•`'�V C- • a • vv • ..,,..••• �y� TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 1 5.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R408 - - 24059 DATE 1 0/1 9/1 6 DRW HCUSR408 16293825 HC - ENG SCN/WHK SEQN- 813661 2400 Lake Orange Dr., Suite 150 A se•1 on thle dnrinp or cover page I letlnfl NIw drolnp, Indle•bw •eeepGne• of profr••len•I Mglnrrring rosponslbllley solely ibr the tloslgn shorn. 7ho auleeblllty antl use of Nls drawing for any structure Is £1i responslbl lIty of the Building Designer per ANSI/TPI T Sec.2. �� js`(1111' Al �„� ,t+� Y'V i�4. \ �'l�Fdl�1lMyiW�1�`� OUR. FAC. 1 .25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z 1 5 Orlando, FL 32837 FL COA 90278 Far mars in£ermatien = this Jobs general n = page and - web sites: ALPINE: TPI: www.alpinaitw.com: www. epinst.arg: WrCA: waw.sbcindustry.com; ICC: www.1 ecsa fv. erg I r 10202016 T P THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 12-0-0 R=820 U=202 W=8" RL=95/-39 5-0-0 4X6 = 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W3X8 2.50 R 1.25 [12] W3X4 S 1.25 14-0-14 Over 2 Supports 2X4 III 9-0-14 3X4[12] R=623 U=38 H=H1 2-2-8 2- H. Design Cr i t : FBC2014Res/TPI -2007 (STD) M H PLT TYP. Wave FT/RT=20%(O%)/10(0) 15r 4TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. v V AN ITWCOMPANY **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FEAURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses Ira a creme taro in febrieatln handlin s 1 In Instaliln antl breein Refer to '"doll raga a g. 9• ^ PP g. g o tM10 latest etli lion of 8C51 (Builtling Component Safety Information, by TPI and WTCA) for a£ety practicoQ pL�rgl a performing tM1esa functions. tlns_d arru:_ prh.. temporary bracing Per SCSI. Unless noted other a� top chortl sM1al I havo properly a taehetl st rural sheathing antl bottom chortl steal I M1ave a properly a rigid ceiling. Locations sM1 for permanent lateral restraint of webs shall have bracing Installed pa BCS onus 83, B7 or 810, as aopplicable. Apply places to eacM1 faceoof tru to ntl position as shown abovo 6 a the Joint Details, unless n tetl o[hcrwise. Refer to drawings 1GOA-Z fors. andartl Plate passtions. Al pin a division of ITW Builtling Components Group Inc. shall n t be responslbla far any tleviation frames'� ing, any failure to bailer CM1e trans in conformanm with AN,. err far hantlling, sM1ipping, Ins tal letlon & bracing of trusses. p 10.708 1 q i , : �� O • ; A : j! •�. ��r �� •(1.~e/•......r.• r•G, TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LID. 45.0 PSF REF R408-- 24060 DATE 10/19/16 DRW HCUSR408 16293899 HC- ENG SCN/WHK SEQN— 813659 2400 Lake Orange Dr., Suite 150 A ee.I on thle dn=' or eovor p.po Il.tlnp t I. tl—M. Indlt.t...ecoptme. of prof... lon.l &bgln..rinp rospon.lblli<y sololy Tor tno d.slgn shorn• Tho sulteblllty and use of thls tlr.ring for eby strueturo 1. eh rospanslblllty err — Bunding Daslgnar par ABSI/Wl 1 S-1. 4!QN At �N \ AL \\\\ �'/�MeregmWN11W1 OUR. FAC. 1 .25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando, FL 32837 FL COA H0278 For mars information s this Job's general natal page and those web =Ito=: ALPINE: TPI: www,alpincitw.com: wow. tpinst.org; 'MCA: www.sbcintlustry.cam; cc: Iwww.Iccsafo. org 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G5 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC #1 hip supports 3-0-0 jacks with no webs. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [151 W3X4 2.25 R 1.25 4X8 - 4.5 F-- r_-�3X4(A1) I 2X4 III L-EE2-0-0 I, 3-0-0 _L I_ R=950 U=444 W=8" 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0.psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 3X4 - 4X8 - 6X8 = , 3X4[151 - 2X4 III --1 4.5 3X4(A1) L<2-0-0 13-0-0 I 3-0-0 19-0-0 Over 2 Supports R=950 U=444 W=8" 1-5-8 +11-4-0 '\ �� p{fg111tNq/llplg/,4 Design Cr i t: FBC2014Res/TPI -2007 (STD) gyp` ,,...e;• kp f PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. 1� r:*� •. QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. v V AN ITW COMPANY "WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Z Trusses creme care In £abrieatin handlin shl require c g, g, pping. installing antl braeing. Re£cr to andColl otlition of SCSI (Building Compon nt Safety Information. by TPI antl WrCA) Tor safety Practicep�prl o Pe rcorming Chesea£unetlons. t Install aanentall poh—th temporary bracing pernBCSI. Unless notetl oth Cup d — shall M1avu Properly a taehetl ,A torsi sheatM1ing antl bottom chortl s II have a Properly a r _i ailing. Loc 11 10 shown for perm lateral rescChlne of webs shal l have braeing Instal letl pe BCS sections B3, B] Sr Inl as aupod thlo' Apply plates co og £ac^oof for stand position as shown above ' the Joint Detail unless n tea otherwise. Re£cr to tlrawings 160A-Z antlartl plate pasl[ions. Alpine, tllvlslon of ITW Bulltling Components Group Inc. —11 t bo responsible £or any tluvlatlon irem� E raw ing, any £allure to —Id — truss In conformance wl th ANSI/TPI 1, or for handling, shipping.••• Instal iaclon 8 bracing of tresses O 708 1 i g t 5 AT O ,DRW !A� •�� /� ' �r •� ..... . ••'•�y� TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF REF R408 — — 24061 DATE 1 0/1 9/1 6 HCUSR408 16293598 HC - ENG SCN/WHK SEQN— 813790 2400 Lake Orange Dr., Suite 150 A seal on this d— III or cover peg* Ilotlng [Ills dr—Ing, Indleetes eemptsnee or prof—slenot engln»rinp rospon.lhlllty solely Tor [ho tloslgn shorn. Tho sultebll lty antl use or this d—I.I; ror any structure Is th respo-1,11lty or the Bulltling Deslgnor per ANSI/TPI 1 Sec.2. f-A , sSNA4E� �P` �! iN\1 7( LM/II7N1ptp DUR. FAO. 1 .25 FROM RC Orlando,FL 32837 FL FL COA k0278 For more informntian s this Job's Doll— notes page and theses web it — ALPINE: vmw.al pineltw.com: www. tPinst.org; WrCA: ICC: www.sbclntlustry.cam; www.ieesa£e.org SPACING 24. 0 " J REF - 1 W2408 Z1 5 101TO 2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - G6 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 6.67 TC- From 72 plf at 6.67 to 72 plf at 12.33 TC- From 72 plf,at 12.33 to 72 plf at 19.00 BC- From 20 plf at 0.00 to 20 plf at 19.00 BC- 1592.67 lb Conc. Load at 1.40, 3.40, 5.40, 6.60 7.60,15.60,17.60 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X8 - 3X8 - 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 160 mph wind, 24.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W3X6 S 4.00 [ 61 W3X6 3.25 L 1.25 [101 W6X6 3.25 R 3.00 [111 W4X6 2.25 L 3.75 [201 W3X4 S 1.25 [221 W3X4 2.25 R 1.25 [231 W3X6 S 3.25 4X6 - 3X6(A1) - 4X6(R)[111 III 3X4 - 2X4(A1) - 3X4[201 - 3X6[231 III 1= 7-10-0 CIE 7X8 = 6-0-0 >1, 5-2-0 _I I, 6-8-0 _I_ 5-8-0 _I_ 6-8-0 I R=2476 U=1307 W=8" 19-0-0 Over 3 Supports - R=1474 PLF U=770 PLF W=6-0-0 R=1590 U=776 W=8" Design Crit: FBC2014Res/TPI-2007(STD) r+��M H. key' PLT TYP. Wave FT/RT=20%(0%)/1O(0) 15A-M.- �•111,61 . in11TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. **WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ yi --IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O � TC LL 20.0 PSF REF R408 - - 24062 Trusses requires c creme care in fabricating. h-dling, shipping, insealllng antl bracing. III- to andWfo 1: M1e odition of BGSI (Bui Ioln9 Component Safety InfarmaCl on, by TPI antl WTCA) £or safoty pra¢titd} pri O 0 708 1 = TC DL 15 . 0 PSF DATE 1 0/1 9/1 6 o Per£ori in9l1thosoh- functions. tlnostall¢rsu t- Provitl¢ i¢m- ry bracing Per SCSI. 9nlessnnotetl och wlso top chortl sha I M1ave properly a tac„ed sir total s„eatM1in9 antl bottom chortl shall „ova a properly a t • € V ,'oil c¢i ing. Locations s„own T r pe,sopply lat¢ral restrains of webs shall have bracing i stalled pe BCS ; BC DL 10.0 PSF DRW HCUSR408 1 6293881 1 �^ coil in 63, B] or -1 as .too cable. Apply plates to each £ac¢ of - tantl position as shown above a [„c Tulnt Dciails. unless n tetl ocM1c rw isn Re£cr to tlrawings 160A-Z fors= antlartl plat¢ p¢=Itle- S. AT O �` • [� = BC IILJ�JI Alpine. a tllvislon of ITW Builhmg Cempon¢nts Group Inc. sh.11 not a esponsible for eny tl¢vlatlon froS tlrawing, any £ailuro to build t„o truss in conformance wit„ ANSI/TPlbl. rot for M1antlling, shipping. �, .�• ter€ ` V �� LL 0.0 PSF HC- ENG SCN/WHK SEQN- 813734 AN ITW COMPANY Instal lotion A bracing of trusses. •e.., 'G�� +° TOT. LD. 45.0 PSF A Seel on tole drming or eovor peg* I leting thle arming, Indleetee eedpuner of prof.. l onel -Minting ¢spbnsl blllty solgly for tho tlosl9n s„omn. T„e sultnbility end use e£ tole erer[no fPr eny strticture Is t„ -i,onslbillty of tnu Building Designer ANSI/TPI , Sec. 2, y\`V QNA� V'`�� Wi,,,��HiW1 DUR FAC 1 25 - FROM RC 2400Late Orange Dr.,Suite 150 per . . . SPACING 24 . 0 " J REF - 1 VV2408_Z1 5 Orlando, FL 32837 FL COA 90278 For or, Information so. this Job's general It., pages and thee. w¢b si tee: ALPINE: wwx.olpincitw.com; TPI: . cpinsc.org; WTCA: . bcintlustry.com; ICC: www. . itos.f.g 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT !LOADS F, DIMENSInNSI cORiu mirn RV TDIICC LICD t IJUJI-brodock Kesidence -- Lot l Diamond Sands Jensen Beach, FL - G7 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC #1 hip supports 5-0-0 jacks with no webs. 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X8 = 2X4 III 5X8 4.5 4.5 2=2-8 5X8 — 3-0-12 2X4 III 2X4 III 3X6(A1) - 3X6(A1) L<2-0-0 �-J IE2-0-0 3I L 5-0-0 _I, 9-0-0 I 5-0-0 �L- 19-0-0 Over 2 Supports R=1448 U=1056 W=8" R=1448 U=1056 W=8" �µqulmnlrNnrnryi Design Crit: FBC2014Res/TPI-2007(STD) H• PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.�� p'�w-��♦�r ,��TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNINGI"' READ AND FOLLOW ALL NOTES ON THIS DRAWING] y� "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ 1 TC LL 20.0 PSF REF R408 - - 24063 Trusses .equlrc c trema care in Pabrlwting. M1antlling, shipping, Installing antl bracing. Ro£or t andlr�fell o. 708 1 " iha latest etli tie. of SCSI (Builtli ng Component safety Information, by TPI and WTCA) for safety praetiedi prl a o performing I h functions. tlnescallersucM1all p—.th teH— ry bracin9 par .1I h.venless notetl oih h� top nh°rtl shall have properly a taehetl set rural shca[ning antl bott m chortl snail M1 properly a M1 S • TC DL 15.0 PSF DATE 1 0/1 9/1 6 //^\\\ rigin wiling. Locations -hewn f r pa......t lateral restr t If webs Shan have bracing installetl p BCs n € BC DL 1 0 . 0 PSF DRW HCUSR408 16293861 V 1 sections B3. B] or B10, as aepplicablc. Apply plates to cecM1a1ac^eof tru te^tl position PSOSsnbwn above a `• the Taint Data n s, anless . —d otharwisa. Rafcr to drawings 160A-Z fors- nary Plata itlan s. S rLT O , r v T1 L^ �,�, IIILIr-JI IIILr��' Alpine, a tlivi-ion of ITW Bulltl ing Componants Group Inc. -h t be responsible for eny tlevlatl on front tl.awing, any failure co build the truss in conformance wit. ANSI/TPI 1, or for b..dling, shipping. Ow �� .r s(�/ ssy 1 V BC LL 0.0 PSF HC- ENG SCN/WHK AN ITW COMPANY I canacion & bracing IfIIa,,,,,,p 'Gr: TOT. LD. 45.0 PSF SEQN- 813108 Anaael on this drawing or cover pago I[.ting this drawing. Indlestos s,=pt,nco oT profs.. ionsI snglnoerinp 2400 Lake Orange Dr., Suile 150 rosponsl bllliy solely for the tlosign shown. Thu sult°bll lty Intl use of thls drawing Tor any structure Is th rosponsl bl llty oT tna Banding Designer par ANSI/TPI 1 See.2. / µ{ �� '�1 " DUR. FAC. 1.25 FROM RC OrIv..do FL 32837 FL COA 90278 Far more information s ehis job's general n s page and the-1 web it — ALPINETPI: : www.alpincitw.cem: www. tpinst,org: WTCA: ICC: ..i.... www.sbclntlustry.com; fe.org SPACING 24 . 0 " J REF - 1 W2408 Z1 5 1 1' 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1,5b31-broaOCK Keslaence -- LOL I uiamOna Janas Jensen beach, FL - H1 Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x6 SP #2: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.11" due to live load and 0.21" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 25.02 ft. from roof edge. Laterally brace BC above filler C 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 0-4-0 9 2X4(D8R) (++) - This plate works for both joints covered. 160 mph wind, 25.02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6(R1) Di 3-7-0 I 0-8-8 3-0-1 3X6 (++) III 3X4 (B1) 8-8-0 7-8-0 1-9-0 0_5_ 12-0-0 1-5-0 0_9_0 16-4-0 Over 2 Supports I R=753 U=282 RL=105/-89 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 "WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI i ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C Trusses regui rc c t ... arc in fabricating. handlsnipping, installing antl bracing. Refer [o ..4 a laces[ edition ofrBCS Ic(Building Component Saf.ty Information, by TPI antl WTCA) for safety praetie1 v V o P—re ing these iunccions. tlnsiallerrucM1all Pr... temporary bracing per SCSI. Unless noCed Ft, Cap chortl sM1all L— properly a [achetl st [ural sh aching e d bo[t.m chord shall _ a properly a rigiI c ing. Locations shown for pe Apply la[e rat . "'hint of w bs all M1avo bracing InsCalletl p ��d eetionsl6a, B] or 810, as applicable. Apply places to each faceoCf Cru tend pass boon es snown above CM1c Joln[ Details, unless n d otherwise. Refer to drawings 160A-Z f.rss Gard place positions. Alpine. a tlivision of ITW Building Components Group Inc. shall n .sponsibl. f r any tleviaCion from awing. any failure c uila t russ In con formanca with ANSI/TPIb1, r.r for handling, snipping, AN ITW COMPANY i scat leti.n A bracing .r [russ.s.t Anpoal on thls drawing or covor page Ilatlnp Nla drawln0. inale.to..ceopt.no, of profes.len.l an[Inaorl osponsl... ty sololy for th. aslgn shown. Tho su. tabillty and use of cols drawing for any strut ur. Is 2400 Lake Orange Dr., Suite 150 rasp... blllcy of the Bulldl.g Doslgnor par ANSI/TPI 1 S-2. Orlando, FL 32R37 For nformn tb �s job's gen al s p.g. and Chas. web sitar: FL COAW27R ALPINE: www...Pincilcw.c.m t TPI s www. [pi.—o'g; XCA: www. b nd1.try. .; lee: www.iccsa f..org t 1 R=750 U=282 H=H2 H; k TY:1 FL/-/5/-/-/R/- TC LL 20.0 PSF 08 1 •• s TIC DL 15.0 PSF O BC DL 10.0 PSF air w�� BC LL 0.0 PSF ..... G�� TOT. LD. 45.0 PSF A DUR.FAC. 1.25 003101 SPACING 24.0" Scale=.5"/Ft. REF R408-- 24064 DATE 10/20/16 DRW HCUSR408 16294046 HC-ENG SCN/WHK SEQN- 815179 FROM RC JREF- 1VV2408_Z15 (13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - H2) Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP #2 Dense: :T3 2x6 SP #2: Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads - --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 7.00 TC- From 1 plf at 7.00 to 1 plf at 10.33 TC- From 72 plf at 10.33 to 72 plf at 16.33 BC- From 20 plf at 0.00 to 20 plf at 2.17 BC- From 20 plf at 2.17 to 20 plf at 7.04 BC- From 0 plf at 7.04 to 0 plf at 10.29 BC- From 20 plf at 10.29 to 20 plf at 14.17 BC- From 20 plf at 14.17 to 20 plf at 16.33 PLT- 64.48 lb Conc. Load at ( 7.04,25.98) PLT- 21.01 lb Conc. Load at ( 8.67,25.98) PLT- 137.79 lb Conc. Load at (10.29,25.98) BC--193.10 lb Conc. Load at 7.04 BC--311.10 lb Conc. Load at 8.67 BC--307.10 lb Conc. Load at 10.29 PLB- -18.90 lb Conc. Load at ( 7.04,23.60), (8.67,23.60), (10.29,23.60) Laterally brace BC above filler cd 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). _ 0-4-0 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (++) - This plate works for both joints covered. 160 mph wind, 24.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others J Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [111 W2X4 S 2.25 [121 W3X6 S 1.75 6X6 = 4X6(R) N 2X4(D8R) 3X6 (++) III 3X4(B1) 7-0-0 3-4-0 6-0-0 1-9-0 0_5_ 12-0-0 1-5-0 0-9-0 i< 16-4-0 Over 2 Supports I R=589 U=793 H=H1 R=587 U=748 H=H2 PLT' TYP. Wave Design Cr i t : FBC2014Res/TPI -2007 (STD) FT/RT=20%(O%B)/10(0) 15 1 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "•WARNINGI" READ AND FOLLOW ALL NOON 7H15 DRAWGI "IMPORTANT'" FDRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �} '•. TC LL 20.0 PSF REF R408-- 24065 ^ Trusses ....ire c creme taro in fabricating. M1andlin9, shipping, Installing antl bracing. Rofcr to a foil • p iM1c latest edition of BCSI (Building Componone Safety Information, by TPI and WTCA) for safoty praeti$s pr 0 70Q o Performing [cap ry bra�in9 Per BC61. Unless natod otF Is TC DL 15.0 PSF DATE 1 0/20/1 6 V I T. Lap l HIE E III AN IT-W COMPANY 2400 Lake Omnge Dr., Suite 150 Orlando FL 32837 FL COA k0278 1 h pr.p.rly [leccallorructa11 rates cite cap chord shell have properly a t het se u h othing antl bottom cM1ord shall have a properly j� tl rigid telling. Locations she n for pormano.. I rat restr i t of web shall hay. bracing installed r�C� ections B3, B] - B10-1 Ssnaoppli cable. Apply places to each face of <russ...d post it,shown . .. a tl -1- [he .loins Retails antes teJ ache rwise. Refer to tlrawings 160A-2 for s antlartl plate paaltlens. Alpine, a division of ITW Building Components Group Inc. shall not bo respansibl. Tor any tlevia .. f jJno tl rowing. any failure [o build tho truss In eanfor.... with ANSI/TPI 1, or for handling, shipping, instal lotion & bracing of crass.=. dnring, Intllbae..blmpt.neo of gf.r .lone .nLln..rl A eea Ib [Ill. lulu lnp or p.go I leClnp Th. osponslbility sololy Tor ZrCho design shown. 7bo sultabllley end use oT thls dre.ing Tor any serve uro Is espansiblllty of the Dullding Designer par ANSI/TPI 1 Sea. 2. For mar. information s this Job's g... r 1 s page and theso web sites: i tp1 TPI: ALPINE: www.alpin.itw.com; www.n org: W CA: vnvw. sbclndustry.com: ICC: www.ccsafo.org �_ - s �T O ' '}� (Z �V •. ( rr .� �'•n• ••-`� v.a• GLty ri N h ``_dp yKtD„tom"`'"' BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 45.0 PSF DRW HCUSR408 16294047 HC- ENG SCN/WHK SEQN- 815177 DUR. FAC. 1.25 FROM RC SPACING 24.0" JREF- 1 W2408 Z15 t ' 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 13831-Brodock Residence -- Lot -I Ulamond Janos Jensen Beach, FL - J1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X8 - 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 1 4.5 2X4 (A1) = 2X4 III 3X8 - 3X6 III 5-0-0 _1_ 5-8-0 12-6-14 Over 2 Supports 1-10-14 2-2-8 R=584 U=212 R=573 U=228 RL=66/-27 H=H2 H=H 1 �glaurtlHgr°rrrr.J Design Cr i t : FBC2014Res/TPI -2007 (STD)"" PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1 l• �, °''4 QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI SH READ AND FOLLOW ALL NOTES ON THIS DRAWING[ ..IMPORTANT..FGRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •+ TIC LL 20.0 PSF REF R408 — — 24066 Trusses ..qulro a tremd care in fabrleating, handling, onipping, installing and bracing. Refer to aq fell c ed lilon of BCSI cBulltling Component Safety Information. by TPI and WTCA) for safety prd,.t t s Ps • — 0. 708 t TC DL 15.0 PSF DATE 1 0/1 9/1 6 o Performing.. h. funct ly Install a rruchall p-oath C, nd ry braeing per BaVSl.avenless nocetl o R�tl top 'r sha c properly a to cM1ed st i rat—ld.ing and bottom chord shall M1 a properlyluld r ccl I ing. hL...Clons s d ntfar permanenC"I a Coralr ralnt of webs shall h c braeing Instal IcS +tnotDetails. BC DL 10.0 PSF DRW HCUSR408 16293872 v V tlons 81. B7 er BIG, as appll— o. Apply plates toee,In face of Cru and post Clan as shown and unless noted otnorwlse.Refer to drawings IGGAo_2 forstandard plats pasltlans. ponen s p esponsi ans p Inc. adivlslan of ITW BuIItlIn Cam Grou Inc. shall n t be r ble far ticvlatl _— /L T O + ' i (� BC LL 0.0 PSF HC-ENG SCN/WHKAI tlrawing. any failure t Id tne e russ in conformance wI[h ANSI/TPI 1, or far handling, M1IPpIng. W � '•;c( SEQN— 813251 AN ITWCOMPANY i stallat- A braeing of trp..e.. rr r''``��r, TOT. LD. 45.0 PSF Aneo+l on thl+ tlr+rinp or cover p•pd Iletln0 Chl+ tlr+-ing. Indle•i++ +ccoptmc+ of prof+u lon.l +npin++rl osponslblllty ..Idly for the dos lgn shown. The sulteblllty and use of [hIs Bran ing far eny structure Is ••++n+.+'[ Gi \ DUR FAC 1.25 FROM 2400 Lake Orange Dr., Suite I50 o.ponslblllty of the Bullding Dvslgner par ANSI/TPI I Soc.2. iss�QA, L 1'y� \\ yi ,d . . RC SPACING 24. 0 " J REF - 1 W2408 Z 1 5 Orlando,FL 32837 For mere infermatlen s tbls Jabs general n s page and these wno .Ite.: ipinse.org: WTCA: ALPINE: 1pinel ICC: TPI: "'� n+l '" FL COA k0278 www. a cw.com: www. ..sbelndusery.eom: www.leesafc.org 4 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SIIRMITTFn RV TRIICS MFD 1J8J-I-(3rodock Kesldence -- Lot l Diamond Sands Jensen Beach, FL - J2 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II,, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 3.00 TC- From 36 plf at 3.00 to 36 plf at 12.57 BC- From 20 plf at 0.00 to 20 plf at 3.03 BC- From 10 plf at 3.03 to 10 plf at 12.57 TC- 109.34 lb Conc. Load at 3.03 TC- 56.73 lb Conc. Load at 5.06, 7.06, 9.06 TC- 72.10 lb Conc. Load at 11.06 BC- 74.40 lb Conc. Load at 3.03 BC- 42.71 lb Conc. Load at 5.06, 7.06, 9.06,11.06 (J) Hanger Support Required, by others (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [101 W4X8 S 1.25 [121 W4X6 S 1.75 [131 W2X4 S 2.75 2X4 III 4X6(R) [121 III 3X4(A1) 2X4 III 4X8[101 - 2X4[131 III L 3-0-0 _�_ 9=6-14 - 12-6-14 Over 2 Supports R=702 U=390 R=612 U=383 H=H1 H=H2 Design Cr•i t : FBC2014Res/TPI -2007 (STD) H. ""�•,, PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 1 . M•.�3� ''4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. •'WARNING]•' READ AND FOLLOW ALL NOTES ON THIS DRAWING) •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .`'�� ••• TC LL 20.0 PSF REF R408 - - 24067 Trusses regu l re a tromo care In fabrlca[Ing, M1antlling, shlpping, Installing and braeing. Rorer to a toll M1e latest edl tlon of BCSI (Bulltling ComPanenf Safety Information, by TPI and WTCA) for safo[y praetl o. T08 1 TC DL 1 5.0 PSF DATE 1 0/1 9/1 6 v V o performin9 these functions. tlostallersucM1all Provltle temPore ry braeing per BC51. Dnloss nofeA oS�es Is x cap chord shall have properly a CacM1ed sir tural sheath Ing antl bottom chortl shall have a properly a d rlgld cei ing. Locations shown f r permanent lateral restraint of webs s 1l ha�e braeing Installetl IsO' • BC DL 10.0 PSF DRW BeusRaoa lszsseas �� sections 63, BT or B^O. sssnopPllcabl c. Apply plates to each fac^oof ror sea ntl post tlon as sM1aw^sabov tl S AT O the Jul nt Det ils, u Ic tad ItM1crwlso. Rofer to drawings 16OA-2 r andard Plata Pesltlg BC LL 0.0 PSF HC- ENG SCN/WHK AI Inc. a divl slon of ITW Buildln Cum o on s Grou Inc. shall t bo r p g p n p esponslbla for any tlovlo[Ion f tl rowing. any failure to build the truss in conformance w1 LM1 ANSI/TPI I. or for handling, shlpping. AN ITW COMPANY inatal Iatlen g braeing of trusses. '•.�l ,.� ` `� TOT. LID. 45.0 PSF 1 `�� r SEQN- 813807 A se•1 .b thle tlrArinp or cover p•pa I btlnR this 1-bl R. Ina ld•br IFa I,nir or prerrselonAl •np ln••rl fi ••A •,u••• rosponslblllty solely Tor No doslgn ahovm. Tno su lteblllty antl use oT Uls tlrering for eery strutturo Is 'c •• ��\jU ponslbillty of the Bullding Designer per ANSI/TPI 1 Soe.2. 'I ss��NAL �` a DUR . FAC . 1.25 FROM RC 2400 Lake Orange Dr., Suite I50... �` Orlando,FL 32837 For mare Infermatlon s -is Job's general notes pogo and these web sites: ARMWIWIR'� ICC: TPI: FL COA NO 278 ALPINE:SPACING 24 . 0 " J REF - 1 W2408 Z1 5 m. - pinol tw. com: www. tpinst.org: WTCA: www.sbelndustry.com; www.1 ccsa io.org 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x6 SP #2 :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). * PROVIDE VERTICAL SUPPORT AT END OF MEMBER. �L 0-8-3 4X6 3X4(B1) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others (J) Hanger Support Required, by others MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 2X4(A1) 5-9-14 6-9-0 0-4- 9-2-0 -10-11 1-3-5 � 0-10-11 �— 12-6-14 Over 2 Supports R=578 U=151 R=579 U=157 RL=79/-91 H=H2 H=H1 '0WImlH ITM, Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •! ••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • �, ••INPORiANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a creme care In fabricating. handling, shipping, Inscalling and bracing. Rofor to foil //�t `� ^ CM1a la[ese cdi clan of BCSI (Building Component Safoey Informatlon, by TPI end WTCA) far safety proetid s pri r 0. ( O v V o performing . n functions, tlnscallersvchall provide lg teary breelh, per BCSI. Unless Paced o 2 Ise cop chortl shall M1 a properly a Cached str t rat sheathing a— bottom chortl sh.. have a properly rl ti ceiling. M1.1 DID. 1 shown for .. Apply pltorol rescra lnt of fobs shall M1ave bracing Installed .S �� ecclons B3B] Sr B10. as^ ppliccbly. Apply places [a cacM1 fat^ of era end position es shown above e S AT the .Joint Oecail amass cetl o herwise. Rorer eo dr,fings 160A-Z forsstandard pla[a posltlens. A 1pinv. a division or ITW Bulltling Components Group Inc, shall t bo raspo..lbla for eny deviation 11 .. A awing. anyfallura to build the [russ in eanformnneo with ANSI/TPI 1, or for hantlling, shipping. AN ITW COMPANY Instal lati on & bracing of crussos. • �` A .d.l on thl. drill, g or toes p.ge 11-Ing thl. dr.Wing. Indle.tirs a pt,nee of pref...Ion.l engi—ir ng �s �......• rasp nslblllty IT"IBuilding deesge steep' The ultahl I IIt2 and use of enln drefing for any serueeurb In tM1 �i4 ON h 2400 Lake Orange Dr., Suite 150 J�J Y N i� Orlando, FL 32837 Form o Information s this Jabs 9.....I n s pogo end those feb slt,s: JM�I FL COA 90278 ALPINE: www. dipl—I ew.tom: TPI: www. epinsc.org: WTCA: ww.sbeindusery-es; lee: faw.l.... fo.arg "4 '/.:' .QTY:1 FL/-/5/-/-/R/ ` "• - 8 �,,.��'io*`� L,t TIC LL 20.0 PSF 1 TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF DUR.FAC. 1.25 SPACING 24.0" 2-10-6 Scale=.5"/Ft. REF R408-- 24068 DATE 10/19/16 DRW HCUSR408 16293880 HC-ENG SCN/WHK SEQN- 813647 FROM RC JREF- 1VV2408_Z15 4 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x6 SP #2 :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). * PROVIDE VERTICAL SUPPORT AT END OF MEMBER. 4X6 = 3X4 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) \"l 5-9-14 6-9-0 0-4 -10-11 9-2-0 -10-11 1-3-5 �E 12-6-14 Over 2 Supports R=577 U=151 R=580 U=157 W=8" RL=79/-91 H=H1 JgnumatNrrrno- Design Crit: FBC2014Res/TPI-2007(STD) Tom'- a�° %i� H. s PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 . �.! '•El /y QTY:1 FL/-/5/-/-/R/- ••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3 •'IMPORTAN17— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Is TIC ILL 20.0 PSF Trusses require c tram. car, In fabricating, handling, shipping. installing entl bracing. Refer t fll tM1c latest ea leion of SCSI (Building Compon.nt Safety Information, by TPI antl WrCA) f., safety pro I Fri r S7 1 0. T�$ TIC DL 1 5.0 PSF ca per min" these functions. Ins allots shall prowl tle temporary bracing per ecs1. Unless no<eOtot wise ,p aM1�neC sM1a�l M1av, Property atUchetl structural sfteaotnl�nag and b.tt.m sM1all M1... a pr,periY ac a /1 r� /�Ll(f�ILIJ uM1,rtl rigid c Il ing. Locations shown for permanent lateral re [taint of webs sh.11 have bracing installed $ s B3. B7 or B10, as applicable. Apply plates t h face of tr antl position as shown above d , tnetJ, in t D.tails, unless n,ted ,th,rwisa. Rafar to drawings 160o_Z f,rsstandartl plat, p,sltl,ns. Alpine, a division of IMID uilding Compo...ts Group Inc. shall let be .so .. iblo for any tlev (a[lon fr s BC DL BC LL 10.0 PSF 0.0 PSF LI Crewing. any failure C. buld the truss in e.nlo rmanc, with ANSI/TPI 1, or far hentlling, Shipp ing. w •. R I• .' C AN ITW COMPANY i stailatian & bracing ,f tr.... Ansoel do Ilaeing thls drawing. Indle—s �c�••.�• 1 • •�G�l� ' •"'••' TOT. LD. 45.0 PSF on thls q or cover pogo a—pesneo of prof.sslonsl snglnsarina r,sponsibl llty solely Tor Cho des lgn sh,an. The suitability end use of this drawing Tor sny structure Is eh Gf4�yIyS1+�1V AL� DUR. FAC. 1.25 2400 Lake Omn eDr., Suite 150 .sp•n,lbnity of ue Bullding Deslgnor per ARSI/TPI 1 Sec.2. `�t� r�N6MNM'w1 SPACING 24. 011 Orlando FL 32837 For m.rc inrermati., s his Job's 9... ral n s peg, and these web sit,,: ALPINE: TPI: tpinst. MCA: ICC: FL COA 90278 www.alpinoi[w.com: www. erg; www. sbclntlusery.c.m; www.iccsafo.org Scale=.5"/Ft. REF R408-- 24069 DATE 10/19/16 DRW HCUSR408 16293885 HC-ENG SCN/WHK SEQN- 813649 FROM RC JREF- 1VV2408_Z15 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I, 132531-[irodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: Bot chord 2x6 SP #2 :132 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set i11313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located'at least 30.00 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). * PROVIDE VERTICAL SUPPORT AT END OF MEMBER. �L 0-8-3 3X4 4.5 F_- 4X6 4X6(R) II/ 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.09" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4.5 2X4(A1) `J 1 2-2-8 4-0-14 3-6-0 5-0-0 0-4- -10-11 9-2-0 -10-11 1-3-5 12-6-14 Over 2 Supports R=577 U=197 R=580 U=197 W=8" RL=55/-67 H=H 1pum/nnBNrnn, ff H. Design Crit:,FBC2014Res/TPI-2007(STD) �+' M PLT TYP. Wave FT/RT=20% O% /10 0 15 4 ° (°) ( ) ••! '•f/ yQTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. **WARNING['* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOING,THE INSTALLERS. r' TC LL 20.0 PSF REF R408-- 24070 Trusses roqulrc o treme care In fabrlcat,ng, hantl,ing, s pping. Installing antl braeing. Refer to toll latest etlltlon of BCSI (Bulltling Component Safety Information, DY TPI antl WiCA) far sa (etY Prectlnos prl r 0. 7O8 1 _ TC DL 15.0 PSF DATE 1 0/1 9/1 6 o performing these functions, ilnos d ar...hall psh..thl—ide .g ddary brae, n9 Per ellBCSUnless noietl oCHSr Ise COP chartl shall have Properly a C pe st turel shcatM1ing antl bottom c ord shell M1ava a grape .yam'• rigid ceiling. Locations shown f r permanent lateral resiralnt of webs shall M1avo braeing ,nstalletl 'BCS _ • _ ' BC DL 1 0 . 0 PSF DRW HCUSR408 16293886 v V �� NF ryctl In B3. B] or 610, $5s^applica Dl e. Apply places to ea cM1 face of for sG ntl position as sM1awn abovntl a [ o Jo C Oatalis udle tad otho.wise. Rater to drawings 1GOA-Z fr antlartl Plata positions. 3333'L$"LL _ S �� O • 1 • @ £ •. BC LL 0.0 PSF HC- ENG SCN/WHK Alpine, a tlivision of ITW Bulltling Components Group Inc" shall not be rasponsible for any tleviat,an frQ9 draw,ng, any fall.!. to build the truss In conformance with ANSI/TPI 1, or far M1 ddling, 'hippin g A • (v P- •. SEQN— 813651 AN ITW COMPANY inswl lotion & bracing of trusses, •. •c�, •.<,.••„ 1•w G��1� TOT. LD. 45.0 PSF A ..•� en thl. gror.ln r aaY. R o r pig. 1l.tlnp -1. Crr.l.g. Intl le.C... ap..... of profe..lon.l .npin..rin espo sIblllty Iely for Cho tloslgn shorn. The suitability end use oT this dre•Ing Tor any structure Is N S�ONAL E�t� DUR.FAC. 1.25 2400 Lake Oran eDr., Suite 150 ..Fin lblllty of the Dullaing Des,gner per ANSI/TPI 1 Sec.2. "it" FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 Orlando FL 32... FL COA W011S For mere Information s this Job's general s page and these web site=: ALPINE: wvw.a,pine, tw.cam: TPI:—.tpinst. org: ;CA: w sbclnd.stry.com: ICC: www.l....re.org 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - K4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W1, W7 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. #1 hip supports 3-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). (++) - This plate works for both joints covered. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 4X6 = 2X4 III 4X6 = 3X4 = 4.5 4.5 1-5-8 -02X4 III 3X8 = 2X4 III W7 +11-4-0 3X6 (++) III 2X4(Al) = 3X4(**) = 2X4(Al) 3X8 (++) III 2-0-0 --:�J L<— 2-0-0 3-0-0 7-6-0 3-0-0 1-3-50-10-1 9-2-0 0-10-1 1-3-5 13-6-0 Over 2 Supports R=726 U=351 W=8" R=726 U=351 W=8" Design Cr i t: FBC2014Res/TPI -2007 (STD) ``el i'11:. k;�o,,/� PLT TYP. Wave FT/RT=20%D(O%D)/10(0) 15 s ft 03Y 'c TY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. Q **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ 4 '-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $ v •` TC ILL 20.0 PSF REF R408-- 24071 Trusses requlro o trcmo a re In £abrleating. M1antlling. — pping. Ins 111.g antl bracing. Rofar to aN .all tM10 latest etlltlon of SCSI (Building Component Safoty InfomatI— by TPI ontl WTCA) for safety prat 1 s prl l BC51. Unless braelh. o. T08 1 TC DL 15.0 PSF DATE 1 0/1 9/1 6 o po rform n9liM1esoafunalons. tlnstallsrsuchall Provleo temporary per P":y o2, I Cap chores she have properly a [achetl tr [oral sheathing antl bottom chartl shall haves a praporlY' r1g1d coiling. Loe el ons shown for permanenC lateral rostra lnt of webs shall haves breeI., Installed C BC DL 10.0 PSF DRW HeusRaos 1s2s3aaa v V sections 8D. B] er B10.sss^ ppllcth o. Apply placos to oath fac000f tru C ntl posi[lon as sM1ownsebov antl a tM10 Joln[ Details. unla tetl otherwlso. Refer to tlrawings 160A-Z forss andare plate position Alpina. eivlsl o. of 1 W B.Ild mg Compon s Group Inc. shall n t bo rosponslbla for any Uavla[lon T ; S �T O s�. I� BC LL 0.0 PSF HC - ENG SCN/WHK 91n awing, any Failures co build cho truss Ineeonformanea with ANSI/TPI 1, er for hantlling, shlppin g �, .�.• SEQN — 813634 AN ITWCOMPANY Inscallaclon & bracing of trusses. 11. • TOT. LID. 45.0 PSF 11 .e.1 on thl, dr.wing or eovor p.go Il.tlny III. d—InW. Ineleat.—pt.nce of prof...Ion.lw.G`a r.spon.Iblllty s.I.ly for Ue tlos1'. sho.n. Tho sulteblltty and use of chls are.ing for env aVutturo Is U * Vs/ �` DUR FAC 1.25 2400 Lake Orunge Dr., Suite 150 rosponslblllty of the Bel lding Deslgaef par ANSI/TPI 1 See.2. fp�b ♦� y `� ", �Q . . FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 Far mars Information s this ,Job's genera s pogo and these web spas: 1pinalew.eom; www. tpinst.org; WTCA: ALPINE: TPI: ICC: I FL COA 90278 www.a . sbelndustry.eom; www. eesofo.org b f 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSInNS1 cIIRMITTFn RV TRIICC MPD ( 1St33"1-l5rodock Kesldence -- Lot l Diamond Sands Jensen Beach, FL - FL1 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 :W2, W13 4x2 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC^ Truss must be installed as shown with top chord up. 0-3-0 7- 30" Typ. 6X8 = 3X4 10-4-4 2X4 III 4X6 - W=3X4 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.30" DL: 0.33". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 16" 3X4 - 2X4 III 4X6 -1-8 3X4 = 6X8 - 0-3-0 �� III%\11111111 101 01� 6WMMM 14q, him 2X4 III 5X12 = 5X8 = W=3X6 = 5X6 3X4 - 3X6 III 1 2-7-8 _1_ 4-1-8 _1_ 12-6-12 3-8-5 �T= 5-7-7 6-6-1 fE 19-10-0 Over 2 Supports R=1285 W=3.125" 3X4 - 2X4 III 5X12 -5-15 R=1285 W=3.125" 0-3-12 1-8 12 Design Cr i t : FBC2014Res/TPI -2007 (STD) �.r PLT TYP. Wave FT/RT=12%e(O%)/10(0) 15 ••03Y 'y QTY:18 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARN INGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p : •- � ` TC LL 40.0 PSF REF R408 - - 24072 Trusses reauiro a [ ama taro in Tabricat,ng, hantlling, sM1 .tin., Installing antl braeing. Refer to an> 'fall [M1c IatesC edition ofrBC51 (Bullaing Componene Safo[y Information, by TPI antl WiCA) far sa£oty practi s pri r o. 708 1 - TC DL 20.0 PSF DATE 1 0/1 9/1 6 v Provith [emPorary bracing por BC51. Bnless noictl o Per form i ng11heseaLunoctlanyW tl.Ch_ et tut- top chord sM1a have properly a iacM1etl ser [oral shoa[M1ing antl bottom c ortl sM1all bava a properly a rigid ceiling. L.. 1 ns ho n far porm t lateral restraint of webs snare nave bracing lnscanatl die BC DL 5.0 PSF DRW HCUSR408 16293842 V /�/1/JJI IIJI \\\f B3. BT or B10. assapP11-11. Apply plates co each Tece of tru antl post c,on as shown abov d o laict�uint Dctal ls. unless naiad atharwise. Refer to drawings 16OA-Z forsstantlard plate Pa=Itlan=. tAl $ AT O ' BC LL 0.0 PSF Ll e pin a tlivisi on of ITW building Componc s Group In shall n t ba esponslbl¢ Tor any Ceviation do ror D' s [.��G _V HC - ENG SCN/WHK AN ITW COMPANY Tailuro t . I I d the truss in conformance with ANSI/TPI t, Tor hantlling, shippl ng, insce�9etaon & bracing o trusses. ••�/ •{ 1 .•f�J�'�fi¢ TOT. LID. 65.0 PSF A .o.l on thl. dr .lnW or dovor p.go Il.tlnp Chas d—l.g. Indl......ceopime. of proT...lon.l .nWlnNrlI re-*** •••...... SEQN- 813773 asponsiblllq sololy for tnd tlaslgn shown. T.. suit.bll My end use oT ihl. dra. ing for any structure I. th dsponslbl llty or the Bullding Designer ANSI/Wl 1 Sea.2. pl ONAL ur NA DUR FAC 1.00 FROM RC 2400 Lake Orange Dr. Suite ISO Por t` . . Orlando FL 32331 FL COA NO2T8 Far mare infor..tian s tM1is Jabs general n s pogo and the.. wan .Ito.: ALPINE: www. alpine, tw, tom; TPI: www.tpinst.org: WTCA: www. sb—dustry.eom; [CC: www.ieesaid.org "`a""1t"'IT SPACING 24 . 0 " J REF - 1 W2408 Z1 5 k lr • 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I00J1-DrUUQIUK KU�IUBrIGC -- LUL I UIUMUnO JanU5 Jensen Deacn, rL - rL.c Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Creep increase Webs 4x2 SP #3 factor for dead load is 1.50. Lumber value set _"13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-3-0 I 5-7-8 -� 16" � 5-2-4 30" Typ. 5X6 =_ 3X4 - 3X4 - 3X4 - 3X4 - 5X6 =_ 0-3-0 11 +0-3 12 1-8 12 1 X3 III 4X8 - 1 X3 III 1 X3 III 4X8 = 1 X3 III 1— 2-7-8 I 6-4-12 I 2-7-8 EE 12-2-0 Over 2 Supports R=787 W=3.125" R=787 W=3.125" PLT TYP. Wave �gtalnnluunn£gr Design Cr i t : FBC2014Res/TPI -2007 (STD) FT/RT=12%(0%)/10(0) 15 1 1.• 4•., 3� ''% QTY:3 FL/-/5/-/-/R/- Scale=.5"/Ft. '*WARNINGI"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 40.0 PSF REF R408-- 24073 • ^ V V 1 �^ �� IIILIrJI AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando FL 32837 FL COA H0278 Trusses requl.. a cremes Dora In fabricating. handling. shipping. Installing and bracing. Rofar t arail cho IeCost oditlon of BCSI (Building Component Safety Informailon, Dy TPI end WrCA) for sa racy pracel✓Zs pr o pe„iormin9 1 h.. funcelons. etoseallcanenea to erh..th .g ..dab. b1aein9 per BC51. Unless noted oc>� Is cop c or0 sM1all have properly a ca p. se cural othing and bottom ehh,I shall M1avo a properly a d rigid cal I Ing. Locnclons sM1awn r perm c of restraint IT rebs steal I have bracing Installed ,�C' sections B3, B] or B10, os a plicabl e. Apply plotas to dacM1 faeao f t stand posl[lon as t,:ns'bov d the .hint Detal I.. anlass n tad atM1e.v ise. Rafar ca drawings 160A-2 forss andard Plata position Alpine, a tllvlsion of ITW Building Components Greup Inc, shall n e Do respond Dle for any deviaelonne drawing. any fnlluro co build cha truss in tonfo r......Ich ANSI/TPI 1. or for handling. shipp instal laden b bradng If tra=sa=. A .s.1 on thl. drawlnp or cover p.Wo 11•ting NI. drawing, Indicate...—pt.nt. of prof...lon.l—gin..rl aspon.Iblllev solely for Log tloslOn sno.n. Tnv sulevblllcy end use of cols Gracing Tor any sCructurb Is vspensibliley of No Dullding Ooslgner par ANSI/Tpl 1 Sod.2. Far more Inror..tion s M1is Job's general s pogo and eM1ese web sites: ALPINE:—a.dlpinel ca.cem: TPI: w tpin,t..rg; MCA: www. I,duscry.co.; ICC: emw. Iccsafe.erg • 0 708 ,I • _ _ �� O •• ��C♦Z • -V •.�•(i •'',is • ..n a.t•' • Cr` `""��n+rp"" TIC DL BC DL BC LL TOT. LD. 20.0 PSF 5.0 PSF 0-0 PSF 65.0 PSF DATE' 1 0/1 9/1 6 DRW HCUSR408 16293828 HC - ENG SCN/WHK SEQN- 813748 DUR . FAC . 1 .00 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z 1 5 t . 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ( 132S31-t$rodocK Kesldence -- Lot "1 Ulamond bands Jensen beach, FL — FL-3 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2, T4 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W2, W13 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-3-0 10-9-0 30" Typ. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.34" DL: 0.38". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 19.25" 3X4 - 3X4 4X6 = 2X4 III W=3X4 - 2X4 III 4X6 1-8 3X4 •I Ii—i�'�� I�WrAAft-%-I� 2X4 III 5X12 = 3X4 = 5X8 = 3X6 III 5X6 W=3X4 2-7-8 _I_ 7-1-8 4-9-7 'T1_2_5 f 10-0-10 Ez 20-6-0 Over 2 Supports — R=1329 W=3.125" 3X4 = 5X12 = 2X4 III 10-2-12 3-11-6 0-3-0 0-3-12 1-8 12 R=1329 W=3.125" Design Cr i t: FBC2014Res/TPI -2007 (STD) y>o%0 M H• PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 1 M. '' ,QTY:3 FL/-/5/-/-/R/- Scale=.375"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISX THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. _'% .• � `• : TC LL 40 . 0 PSF REF R408 — — 24074 V AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 Ori ndo.FL 32837 FL COA 90278 Tru redlti . cramp car. in fnbri.ating. M1antlling. .M1l.Ping. Ins[alling ape )rating. Rafar t. , fall aelcion of BCsi (Bui itling Compon nt Sa laty Inlormatlon. by TPI ape WTCA) for safacy Praeto rs pr a perfo rm ing thasoa (unctions. tfos[all eanen)all Pravitlo cemPora ry brecln9 Per BC51. Unless nCtce tea Is Cop chore shall M1a . prop.rly n [acM1etl st [ ral snaaching nntl bottom eh.rtl sM1all have a prop.rly y� tl rigid calling. Lac tuns spawn r perm talat — rastralnt or w.bs snail have bracing Ins allay *d orV810, es aoppllcable. Apply places to aach I...offor end position as shown ebo .ntl • c Joint Occalls. unless n toe otM1crwise. R.far to drawings 160A-2 loran aneare plate position= AI Ina. n Olvlsi.n or ITW Balidin Com p g panents Group Inc. sM1.11 n t b. resp.nsibla for any deviation f!'� drawing, any rallura to balid Che trans in ...forma... .Itn ANSI/TPI 1. or !or ha.tlling, shipping, ins[atLeion & br.eing of tr.sse=. A soal on this drawing or ....r pogo listing "Is drawing. Indicates accapcen— of professional •npinssrl sponsiblI solely for the dasign Mown. Tho sUltebility and us, .f this drawing for any structur) Is osponslblllty or Uo Ban dibg Ocsigner par ANsI/TPI 1 say.2. For .... Information s I. this J.n's g.n.r.l s p.ga and th.s. w.b sit.=: ALPINE: www. a 1pin.l tw. — TPI: . tp1n-..rg; WTCA: www. sbclndustry.c.m; ICC: ..I .... r..org • U 708 ,� _ _ O [- a 4Z; �. ^� • r, , �(� Yws.,•w•• Gi� lS'�j`1 t EN '4,rp Q� AL V oat TC DL 20 . 0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LID. 65 . 0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293830 HC- ENG SCN/WHK SEQN— 813749 DUR . FAC . 1.00 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 • ' 1 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I6Ci31-OrocOCK Keslaence -- LOL I uiamona Janas Jensen beach, FL - rL4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense :62, 64 4x2 SP #2 Dense: Webs 4x2 SP #3 :W2, W16 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Calculated vertical deflection is 0.56" due to live load and 0.52" due to dead load at X = 12-7-6. 0-3-0 30r� 7X8 = 3X4 = 12-8-12 4X8 = 2X4 III + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.56" DL: 0.59". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up 16" W=3X6 - 3X4 - 2X4 III 3X4 10-9-0 2X4 III 4X8 - 3X4 - 7X8 - -- NEI� W-M- EMhE MM M �]Ellhha� C Qi �� 2X4 III SS0919 = 6X10 - W=H0312 - 3X6 III 6X10 = 3X6 = 2X4 III 3X6 - 4X6(R) III W-H0312 - SS0919 2-7-8 9-1-8 12-6-12 3-7-8 6-8-4 4-5-2 9-6-14 N,! < 24-10-0 Over 2 Supports 0-3-0 0-3-12 1-8 12 R=1610 W=3.125" R=1610 W=3.125" PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) K' � Fj, Wave FT/RT=12%(O%)/10(0) 15 1 1. 4•,, 3� ''% QTY:10 FL/-/5/-/-/R/- Scale=.3125"/Ft. —WARNING I " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 40.0 PSF REF R408 24075 .'�� • � - - Trussos roqul re o creme care in fvbricating, hantlling. sM1lpping. Installing and bracing. R.fvr to 4 folI he latest cditlon of BLSI (B.ilding Component Se£ecy In£ormatlan. by TPI .,.E WTCA) for safoty practil�s Pr o. 708 1 TC DL 20.0 PSF DATE 1 0/1 9/1 6 ^ o Perrormin9 these funcp—y Instalierrucha iH Provitlo ng ndary bracing par BCSI•even less p—ly BtIDv Is _ cop cM1ortl sM1all havo properly a Lathed st t ral sM1va[h ing entl botivm chord shaft h a properly iiC rigld eolling. Lo .[ions s.awo £ar pvrmanvnt"1 feral rosValn[ of webs sM1all have bracing msem letl 7�C' : _ BC DL 5.0 PSF DRW HCUSR408 16293858 v V �� svctivns BD B] orc-1 s o pl icablo. Apply places co oa�h facovof tr steandoposition os t'.. oboe e tl tM1c Joint Ovtolls, ..loss n lea otherwise. Rafar to tlraw(ngs 160A-Z ro�nn d .d plate Pesiilans. Alpino, a tllvl sl on of 1T Building Compon s Group Inc. shall n t by responslblo for any eevlatlon i n S AT O (I� � BC LL 0.0 PSF HC- ENG SCN/WHK AN ITW COMPANY drawing, any foil..^ to build the truss Ineeonformonco wicM1 ANSI/TPI 1, or for ...Cling, shippl.g. ,. instal r W�r� • • w •. latlon & bracing of t..==e=. A ,.• tt�1�T `•e `�i TOT. LD. 65.0 PSF SEQN- 813770 _ 2400 Lake Omnge Dr., Suite 150 noel on "I, drewing or c,v,r pegs Iletlng eh is drnning. Indlesbs acceptance or profeanlohni englnesrl rosponsibllley solely. ror tho design shown. Tho s.ltablI Ity end .so of ehls drewing ror eny structure In ^sponslblll[y or the B.lid Ing D—ig... par ANSI/TPI 1 Sac.2. F e.,es•• l 4 ws�0 AL %.�' `a,, DUR. FAC. 1.00 FROM RC Orlando FL 32837 Far mare information s tMs J.b's g... — n s pogo and thaae web alias: ALPINE: — TPI: www. tpinsi.org; WTCA: ICC: Iccsafo.arg 11,ft iNIW'tI� SPACING 24 0 " J REF - 1 W2408 Z 1 5 FL COA H0278 .-pi— ...: www. sbcind.stry.1— vww. . I r • 10/20/2016 r 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-3-0 If 8-1-8 30" Typ. 6X6 - 3X4 - 3X4 - + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: ILL: 0.20" DL: 0.22". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. K-M 4X6 1 X3 III 2X4 III- 3X4 6X6 - 0-3-0 _1 — +0-3.12 1-8 12 1X3 III 5X10 = 3X4 = 3X4(R) III 4X12 - 1X3 III 2-7-8 R=1025 W=3.125" 10-0-12 15-10-0 Over 2 Supports 2-7-8 R=1025 W=3.125" Design Cr i t : FBC2014Res/TPI -2007 (STD) H• PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 y.• "il'Q/TY:11 FL/-/5/-/-/R/- Scale=.5"/Ft. V �� ,�, IIII rr=�J AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlmdo,FL 32837 FL COA#0278 "WARNINGI"• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru sas require a Creme oars in fabricating. hantlling, shipping. Installing end bracing. Refer t fall lest etlition of D.' (Ruiltling Compon nt Safoty Information, by TPI antl WTCA) far safety pre tic prl o pehoorming 1 M1 eafunctialy Installeanen—. Provitlo tamps ra ry bracln9 Per SCSI. Unless notetlaoeM1yr Ise top c rtl shall" eve properly atteehetl st iu ral sM1ca[M1ing antl bottom chord shall have o properly a rigitl ceiling. Lot bens she far perm t lateral restraint of w bs shall have bracln9 installetl P 'fig. sections 83. g] or D10,555^oppli cabl e. Apply plates to ng fac0oif taro tantl position es shown above d the Joint Details, .1 . Cetl oiM1er. A Refer to tlrewings 160A-Z fors and rtl place post [l ons. n o Alpine, a tlivision of ITW Duiltling Componen s Group Int. shall n esponsibla £ar any tleviatian rrog. tlrawing, any failure to builtl YM1a truss In conformance wiN ANSI/TPlbl.ror for hantlling, shipping, Instal latlan A bracing of trusses. A sorl on Lhlr tlrrrinp or cover prpo IlaClnD this tlnrinp, Intl lerGr reoptmer of proTerrlonrl rnR lnrrrin rosponslblllty sololy for iho tloslgn shorn. Tllo sultabll lty ens use of this tlraring Tor any atruetura Is ih rasponslbi my of ua eallaing Oeslgnar par Axs vTPl ] saa.z. Far mars Information s this Job's general n s page antl these web sitar: wow.al ALPINE: p—itw.cam: TPI: www. tpinst.arg: WTCA: www.sbcintlustry.com; ICC: www.lccsafo-rg ,• .` • 0. 708 • _ • /� : • �Q� . •1 •••��••• F pl t °'44, NQ TIC ILL 40. 0 PSF TIC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 65.0 PSF REF R408 — — 24076 DATE 1 0/1 9/1 6 DRW HeusRaos lszsssss HC- ENG SCN/WHK SEQN- 813751 DUR. FAC. 1.00 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 10/20/2016 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-3-0 6X6 _1 30" Typ. 8-1-8 3X4 - 3X4 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: ILL: 0.19" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 16.75" -7-8 1 X3 III 3X4 = 3X4 6X6 - 0-3-0 —1 _T_ +04 12 1-8 12 If 1 X3 III 4X10 - 3X4 - 1 X3 III 4X10 - 1 X3 III I_ 2-7-8 R=982 W=3.125" 9-4-12 15-2-0 Over 2 Supports 2-7-8 _I R=982 W=3.125" Design Cr i t : FBC2014Res/TPI -2007 (STD) H• PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 x '�'F/ 4�TY:9 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING I" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3T IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� TC ILL 40.0 PSF REF R408 - - 24077 Tresses require o Creme taro in rabrieaeing, ba ndling, shipping, Installing and Gracing. Rofer [ an£gll cM1c latest edltl*" or BCSI (Building Component Safety Informaclon, by TPI and WTCA) for sa£oty pro tice prl 8 • 0. 708 TC DL 20.0 PSF DATE 1 0/1 9/1 6 o Perfa rming [ eaV functions. tlnstallerrucM1all Provltla team— ry braein9 Per OCTI. Unloss notetltoeh8r yis,a COP chor0 shallhh a properly a tacM1etl st [oral sheathing and bottom eM1ord shall have a properly a ,•�y rigid ceiling. Locations shown for permanent lateral restr i t ar webs shall have bracing Installed pBGS = ' • i BC DL 5.0 PSF DRW HCUSR408 16293829 V ��Q NR sections B3e B] or H10, Ss^ pplicable. Apply plates to each facaoor [or sY nd posltlon as shown above tl tM1c Joint Ootails, unI cad oth.rwlse. Refer to drawings 160A-Z £ ..lord place positions. o t S AT 0 BC LL 0.0 PSF HC ENG SCN/WHK Alpine, a ivision of ITW Bu ding Componen s Group Inc. shall n t I. responsible far any devlatien rrom drawing, any failure to bulltlitM1c truss in conformance with ANSI/TPI 1, or for handling, shipping. ,(� - SEQN- 813752 AN IrW COMPANY inscal laden 8 bracing of trusses. /�'� ��< , •f��G� Is • •• •�\ ••Du aa' TOT. LID. 65.0 PSF 2400 Lake Orange Dr., Suite 150 A Doal on this draw or eovor WWo Ilat ing this drawing, IndleaNs Deapemea of profaaalonal anW lnwrinp rosponslblllty sdloly Tor Cho design shown. The sultablllty and use of thls drawing for any atrutturo asponslblllty of Cho Bul lding Designer per ANSI/TPI 1 Sec.2. �(� [[11 4' Q L v,`, '¢ �r�+��r111hIW�tM' DUR . FAC . 1.00 FROM RC 0r1ando FL 12837 FL COA W0278 For me a information s thls Job•a general n e page and these web sites: ALPINE: www.el pinolcw. com: TPI: www tpinst. org: WTCA: www.sbcindustry.c ICC: www. i ccsafo. org SPACING 24 . 0 " J REF - 1 W2408 Zl 5 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, iauai-aroaocK Kesiaence -- L_oc I ulamona Zanas Jensen aeacn, rL - rL/ Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 0-3-0 5X6 1L 18.75" 5-7-8 30" Typ. 3X4 = 3X4 - 3X4 = + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. -7-8 3X4 - 5X6 = 0-3-0 L _T_ +0-3 12 1-8 12 1 X3 III 4X8 = 1 X3 III 1 X3 III 4X8 = 1 X3 III 1— 2-7-8 _I_ 7-0-12 Ic 12-10-0 Over 2 Supports R=830 W=3.125" 2-7-8 _I R=830 W=3.125" Design Cr i t : FBC2014Res/TPI -2007 (STD)\H• PLT TYP. Wave FT/RT=12%(O%)/10(0) 15 y.• 'Ql� J1TY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. v V �� AN ITW COMPANY 2400 Lake Orange Dr., Suite 130 •'WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAMINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T russ.s requl.. . tremc car. In fobricating. M1ontlling, sM1lpPing, Instailing Ina bracing. R.f.r to 4'.1l m. lacost ctl,111 of BCSI (Builtling C.mponent So racy Infor..tlon, by TPI entl WTCA) Tor sa£.ty preetl.e prl o performing chaso funcclans. tlnseallerrucc rl provleo cemPo ro ry brocin9 Per BCSI. Unless nocetl oCh�r Isp cap mare Shan havo properly a [acM1etl s[ u of shonthing me bottom chord Shan hove a proporly a rigitl col ling. Locatlons shown far permanent late rat restraint of webs shall havo bracing Installed p BCS secti.ns BD B] or 2 as o placable. Apply plates [. oath faceeof tru tone position as shown above ne cM1c Joint Oc[alls. ..lass n tctl ..bl.. A. Refer to to ..cgs 16OA-z fors ea re plate positions, o Al pins. a Ulvlslon or ITW B.iltling Components Group Inc. shall n t b. rosp... ibl. Ter any d.11,tion from• d rowing, any fall... to .ui le chc cross in conform.... with ANSI/TPI 1, or Tor h dli.g, shipping. 1 atallatl.. a braei.g or t..sse=. A^adsl on this dr,sing or cover paps listing NI. drawing, Indicate. seteptanee of profs.. loner engineering r.sponsiblllty solely for the dos l Go whom. Tno sultahlI lty entl use of [his drsaing for any structure la eh .sponslbllley or H,a Building Designer per ANS I/Tpl 1 Soc.2. .` • 0. 708 �L�' • /� _ • AT O a /� (� c� Is •� C ��•.. 1•,,.•t: aan ,s / `S'S�0 A�.\ TIC ILL 40.0 PSF TIC DL 20 . 0 PSF BC DL 5 . 0 PSF BC LL 0. 0 PSF TOT. LD. 65.0 PSF REF R408 — — 24078 DATE 1 0/1 9/1 6 DRW HCUSR408 16293857 HC- ENG $CN/WHK SEQN— 813753 DUR.FAC. 1.00 FROM RC Orlando FL 3278 FL COA H0276 For more inform: TPI s M1pl Job's general ..to, page and th.sa web aitea: ALPINE: www.nl pi n.itw.com: TPI: www.epinst..rg; WTCA: www.sbclnaustry.com; ICC: ewv.iccsaT.. erg fI�1pRlD SPAC I NG 24 . 0 " J REF - 1 W2408 Z1 5 I r 10/20/2016 THIS OVJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 13233i-E5roa0cH: Kesiaence -- Logy I ulamono Danas Jensen beacn, r-L - rLa Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T1, T4 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :131, 135 4x2 SP #1 Dense: Webs 4x2 SP #3 :W2, W19 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 0-3-0 T 30" Typ. 6X8 = 3X4 4X8 = 15-0-12 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.61" DL: 0.61". See detail DEFLCAMB1014 for camber recommendations. Trusses to be spaced at 16.0" OC maximum. Calculated vertical deflection is 0.61" due to live load and 0.57" due to dead load at X = 15-0-2. 16" 3X4(R) III W=3X4 5X6 = 5X6 13-3-0 IMobIll! is I 131 2X4 III 5X12 = 3X4 = 6X10 = 4X6 = 4X6 = 6X10 - 3XW5= 2X4 III W=3X4 - 5X12 = W=3X4 W=H0312 1_ 2-7-8 _1_ 4-1-11 _1_ 6-11-13 _I_ 8-9-0 6-7-12 J F 4-4-4 -1 1-9-8 F 4-8-8 11-3-8 -T 2-8-8 —1-4-3-8 �I 29-8-0 Over 2 Supports R=1283 W=3.125" 0-3-0 -L +12-9-0 T 90 R=1283 W=3.125" Note: All Plates Are 3X6 Except As Shown. a30111'1111UnreptTf]f,I" Design Cr i t: FBC2014Res/TP I -2007 (STD) a{�^ itii� H.+,,� PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 ,•� '•El /�'4 QTY:6 FL/-/5/-/-/R/- Scale=.25"/Ft. is I 131 2X4 III 5X12 = 3X4 = 6X10 = 4X6 = 4X6 = 6X10 - 3XW5= 2X4 III W=3X4 - 5X12 = W=3X4 W=H0312 1_ 2-7-8 _1_ 4-1-11 _1_ 6-11-13 _I_ 8-9-0 6-7-12 J F 4-4-4 -1 1-9-8 F 4-8-8 11-3-8 -T 2-8-8 —1-4-3-8 �I 29-8-0 Over 2 Supports R=1283 W=3.125" 0-3-0 -L +12-9-0 T 90 R=1283 W=3.125" Note: All Plates Are 3X6 Except As Shown. a30111'1111UnreptTf]f,I" Design Cr i t: FBC2014Res/TP I -2007 (STD) a{�^ itii� H.+,,� PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 ,•� '•El /�'4 QTY:6 FL/-/5/-/-/R/- Scale=.25"/Ft. •'WARNINNISH BEAU AND FOLLOW ALL NOTES ON THIS DRAIN GI •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •' �. i TIC LL 40. 0 PSF REF R408-- 24079 �\ 1 �^ IIILJMJI AN ITWCOMPANY 2400 Lake Orange Dr. Suite li0 Trussos require a creme care in iabricaeing, handling, shipping, Installing antl bracing. Refer to Toll [he laeost edielon of SCSI (Building C,mponene Safcey Informaelon, by TPI antl WTCA) far safaey prattIJ. prl o perform ln9 ches, Nnatians. t l nstalleanenbarl psbeldo cemporor braeln9 per .11 Unless noe,e ItlCrwlsa top chore shall hav, properly a tathetl s[ [ al a[bing ant bottom chord shall bava a properly �y rigid dolling. Lo nclons sbawn for perm [ul,[ — r,s[raIn of webs 1M1all hav, bracing insealled 1@c5 seeelonsore610, as aepplicabla. Apply pla[,s t, each faenaof eru [antl position as shown abound o [ha .hint D-11 , ""lass n tad atharwise. Rater to drawings 16OA-Z farss aneare place posieions. ��jjj Al Pin,. a divlsion of ITW Building Components Group Inc. shall t b, responsible for any deviation fr� drawing, any f,iluro co build - truss in conformance wi tJ, ANSI/TPI 1, or far handling. shipping, inst,llaeian B bracing of crosses. A •o•I on thla drawing or eovor page Ilating NI• drawing, Indlcatal ac,aptan,a of profaaalonal engineering••w„•w• rosponslblllty sol,ly for th, doslgn shown. Tho sultablI lty antl use of this drawing for any structur, Is N as,.nslbllity of [h, Building Designer par ANSI/TPI 1 S-2. r o.7.08 1 _ • ,+a _ . �� O a _ : • F • c �f •r ��• �_ 1 ,,.•Gyc1e* - S�II(y(gl. f TIC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LID. 65.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 T6293862 HC- ENG SCN/WHK SEQN- 813786 DUR. FAC. 1.00 FROM RC ' Orlando FL 32837 FL COA H0278 Far morn +nrarma[TPI s his 3ab•s ganoral n a png, and [h,se web ,Iles: ALPINE: www.nl pl n,i[w.c,m: TPI: www.tpl nst. ,rg; WTCA: www.sbcl ntlusery.com; ICC: w_.Icesafo.org IN""IWIw` SPAC I NG 1 6 . 0 " J REF - 1 W2408 Z 1 5 1 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL9 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2, T3, T6 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense :132, B3 4x2 SP #2 Dense: Webs 4x2 SP #3 :W2, W21 4x2 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 0-3-0 V T 30� Typ. 7X8 = 3X4 = 4X8 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: ILL: 0.71" DL: 0.70". See detail DEFLCAMB1014 for camber recommendations. Trusses to be spaced at 16.0" OC maximum. Calculated vertical deflection is 0.71" due to live load and 0.66" due to dead load at X = 15-9-14. 16" 15-10-8 -I !� 13-11-4 3X6 = W=3X4 = 3X6 III 5X6 = 2X4 III 4X8 = 3X6 III 3X6(R) III W=3X4 2X4 III 5X6 = 3X4 (R) III 3X6 = 3X4 = 7X8 - T6 2X4 III 1 OX12 - y� 6X10 = W=H0312 W=H0312 = J 6X6 = 6X10 - 3X4 = 2X4 III 3X4 - 5X6 = 3X6 III 1OX12 = 3X6 III 0-3-0 -L +12-9-0 T80 1_ 2-7-8 _1_ 6-5-7 _1_ 4-8-1 _I_ 8-0-0 _1_ 8-10-12 J f 3-11-10 10-8-2 � 12-1-1 1 3-10-15 '1 31-2-0 Over 2 Supports R=1348 W=3.125" R=1348 W=3.125" Design Crit: FBC2014Res/TPI-2007(STD) 400-19 H. "ny,� PLT TYP. 20 Gauge HS,Wave FT/RT=12%(O%)/10(0) 15 _•! '•El / 4 QTY:3 FL/-/5/-/-/R/- Scale=.25"/Ft. "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAAINGI •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 40 . 0 PSF REF R408 — — 24080 v V AN ITWCOMPANY 2400 Lake Oran a Dr., Suile I50 Orlando FL 32837 FL COA 90278 ary in robrica.ing, hendling, shipping. Installing and bracing. Rotor to roll Trusses require c t SCSI latest v clan ofrBC51`Ceuilding Campanonc SarotY Inrormatlon, by TPI and WfCA) far rotary precisnr s pri o Pe rformin911M1esoa funeclons. tlnsealleanenha l l Provloe eemporab. braeing Per SCSI. Unloss noted oClC rw lse iaP chord —. .... P-1—ly a iacM1etl st uctural sheathing antl bottom chard shall haves a praporIy r lgitl calling. L.. ti ons shown for porm t lot...I restraint or webs anal I r— bracing Instal :21 ceceioin B3. B] o. Brt asnaopplicable. Apply ploeos to - taco of [or tend position as shown ebov nd a ho Joint Octails. unless tad oCM1orwise. Rarer to Drawings 160Ad iorss andartl plates posl4ons. A 1pino, a tlivision of ITW Building Componancs Group Inc. —.1 not ba rosp... Ibla for any dovl.tlon fr6J drawing, eny failure [o build the truss In conformanco wlcM1 ANSI/TPI 1, or for M1antlling, sM1lpping, inatallatien A braeing of tras=as. A ...1 on this dr.•Ing or cover p.go II.ting thl. d—Ing. Indio—..edpt.ne. of prof...lon.l •ngln..ring rospons lbllity solely for the doslgn sM1o.n, Tho sult.blllty old use of this d_Ing for any .erue ury Is N asponslblllty of the Bulldln. DasIg—r par ANSI/WI 1 S-2. Far more inrarmaci an s this Job's general n s pogo and Uaso web sitar: ALPINE: www.alpinoitw.cam: TPI: www.cpinsc.org; WrCA: www.sbclndus[ry.com; ICC: www.lccsa In. or. r 0. 708 1 _ : — _ % S AT O : ��•'� •. • Q .1. •r ,�C 1 •.•G�yo� .............. `\_ fST �IQ�1J�L `�tt 4%Yr '�fIN/r11L1< TC DL 20 . 0 PSF BC DL 5 . 0 PSF BC LL 0.0 PSF TOT. LD. 65.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408/6293894 HC - ENG SCN/WHK SEQN— 813783 DUR . FAC . 1.00 FROM RC SPACING 1 6.0 " J REF - 1 W2408 Z1 5 10/20/2016 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.22" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 16" 8-1-8 30" Typ. W=3X4 0-3-0 6X6 = 3X4 = 3X6 = 2X4 III 2X4 III 3X6 = -10-4 3X4 = 6X6 = 0-3-0 1 12-9-0 1-8-0 2X4 III 5X10 - W=3X6 = 3X4 - 5X10 - 2X4 III 3X4 = I, 2-7-8 I 7-1-8 I 7-0-12 EE 17-4-0 Over 2 Supports R=1123 W=3.125" R=1123 W=3.125" ��p1i1111 N l of ff r frn f///! Design Crit: FBC2014Res/TPI-2007(STD) H. Hf� ` Ny/ �N•� �/��TY:8 PLT TYP. Wave FT/RT=12%D(O%)/10(0) 15 •3 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j` : • �= TC LL 40.0 PSF REF R408 - - 24081 /� Tru sos regal'* a creme acre in fabricating. M1antlling, .M1ipping. Installing and bracing. Refer t anyL'l.II the latest .di clan o! BCSI (Builtling Component Safety Informnclon, by TPI antl 'MCA) £.r safety pl--I,g% prl o. 708 1 TIC DL 20.0 PSF DATE 1 0/1 9/1 6 o p.r r...... tees. !unctions. [ Inscall.rsu— 11 p—ldo temporary Dr—Ing perhBCSI.acUnless natal ltre I chord shall have pr.porly a —hed str tural sM1natM1ing and b.tt chortl s all M1 . a Properly a h ps . - ' "Oldcoiling. Locations sM1own for permanent lateral rasvalnt a( webs Shan M1avc bracing installed t, = BC DL 5.0 PSF DRW HCUSR408 16293860 �^ see[ions B], BT or 010.sss^ pplicable. Apply places to c.cM1 fa coeaf eru ... position as shown above d o th. J.— D-11,. anla t.d .thcrwisa. R—r to dr.wings 16DA-2 lerss Card plate ps ltl.ns. __ : C /tT O ' \7A f'11 '``�, BC LL 0.0 PSF HC-ENG SCN/WHK IILI�I Alpine, a division or ITW Building Campo... s Croup Inc, shall n t bo responsible £or any d—I.t— frotit drawing, any fnllurc to build tM1c truss in conformance wI ANSI/TPI 1, or for handling,—pping, A,, C { vv AN IT"WCOMPANY Installation 6 bracing .! trusses. /�•.a •�'(V ^ •,..a • ..•'G�� ' TOT. LD. 65.0 PSF SEQN- 813756 2400 Lake Orange Dr., Suite 150 A aoal on this drawing or cover page Il.e ing Nla drawing. Intl leata..eapune. of prof...lonal .nginwrinp rosponslbl llty solely for the daslgn shown. The sultablI lty antl use of this drawing for any struatur. —,,onslbl l lty or cno Ballding Designer ,or ANSI/TPl 1 S-2, f �ONA � DUR. FAC. 1.00 FROM RC Orlando, FL 32937 FL COA H0278 For m.r. in-r—i.n = his J-b general • p.g. antl than. web sites: ALPINE: TPI: www.alpincicw.com: www. epin t—g; MCA: ICC: www. sDelndustry.eom; www. Ieesa To. erg SPACING 24. 0" JREF- 1 VV2408 Z15 lUfLU%LU16 TNIC nwr DD[DADtn COnu—1011-13 IRIDIIT /InAnt a. nl 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL11 ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and b Top chord 4x2 SP #2 Dense ridging recommendations. Bot chord 4x2 SP #2 Dense Deflection meets L/360 live and L/240 total load. Creep increase Webs 4x2 SP #3 factor for dead load is 1.50. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-3-0 If T 20.75" 5-7-8 30" Typ. 7-8 5X6 = 3X4 - 3X4 - 3X4 - 3X4 - 5X6 = 0-3-0 —1 T 12- -0 1-8-0 1 X3 III 4X8 - - 1 X3 III 1 X3 III 4X8 - 1 X3 III L 2-7-8 _1_ 7-2-12 13-0-0 Over 2 Supports R=841 W=3.125" 2-7-8 J R=841 W=3.125" Design Cr i t : FBC2014Res/TPI -2007 (STD) . ° �1, H, k /y PLT TYP. Wave FT/RT=12%(0%D)/10(0) 15 �•' 3'A//4 TY:3 FL/-/5/-/-/R/- Scale=.5"/Ft. �^ IIILI~I AN ITWCOMPANY 2400 Lake Orange Dr_ Suite150 Orlando, FL 32837 FL COA 90278 "WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FYRN ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c tremor care in Pabrieating. M1andling, shipping. Installing antl bracing. Refer t =Toll the latest cd Iti,n or DCSI (Builtling Componanc Sefacy Information, by TPI antl WTCA) far safety Pra tic p c [o performing these functions. tlnstallerrucha raterovitle temporary bracing Per BCSI. Un lessnnoteticotttjH; oP <„erE shall Nava properly a ta<„etl s[ [u s„catM1ing anE bn[tgm <M1ertl s„all have n properly a M1 ,'old ceiling. Locations sM1,wn for Parmanant I — r,straint of webs shall Nava bracing i stalled P BCS Cryctl.,. 'D Bi or B10, as eapplicth Apply places to ._thi.g facaof tru C ntl position as shown above Gtl a a Joint 'Dot i.ls, un sass n tatl otherwise. Rafcr to I... gs 160A_Z pars anoartl p,aca post eions. A spine, a tlivision or ITW Builtling Campin _ Group Inc. shall not be responsible far any eeviaeion Profit awing. any failure co builtl [he [russ in conformance with ANSI/TPI 1, or for M1antlling, shipping, �rristallatian A bra<Ing of Crassaa. A seal on thla tlra.lnp or cover page Ilstlnp Nle dn.ing. Indle.Loa .eeept.ne0 of profou Ion .l .nglna.ring rosponsibi llty salaly for eh, doslgn shwn. Thor sbleability antl use of this d...Ing for any siruceure Is N rasponsibII:ty of th, Building Doslgnor per ANSI/TPI 1 So..2. Far mar, Information s t— job's general n s page and theses .eb sitar: ALPINE: www.aIpi— — ...; TPI: wvnv. tpinst.org; WiCA: www. — ndustry.<om; lee: www.lccsaf,.org '• �,.� U. %08 , i - t. S : S AT O ' `. �• : •��C .. , a.•'G��, au wa . ''d{y�� a " TC LL 40.0 PSF TC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LID. 65.0 PSF REF R408-- 24082 DATE 1 0/1 9/1 6 DRW HeusRaos iszsssss HC - ENG SCN/WHK SEQN— 813757 DUR . FAC . 1.00 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z 1 5 k 1U/2U/2U16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - FL12 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved-1/30/2013 by ALSC 2-11-14 I 24" Q-11-14`I f � 29.875" TYP• 3X6 III 0-3-0 3X6(R) III 3X6 III 3X6(R) III 1X3 III 3X4 = 1X3 III 3X4(R) III I6-0-0 Over 2 Supports R=386 W=3.125" R=386 W=3.125" Deflection meets L/360 live and L/240 total load. factor for dead load is 1.50. Truss must be installed as shown with top chord up. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=12%(O%)/10(0) 151 "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require o t "me ar in fabric acing, M1antll ing, s"Ippl"g, installing and bracing. Refer t antl ho latest "tl ition ofrB. (Build'ng Componanc S.foey Information, by TPI antl WrCA) for safety pro 1—t. 151 V c performing 1 h.V functions. clactellsr race rate raviae �ea— ry bracing per BaVSIh— less noeetl Dyne cop cbortl shall M1 c properly a t M1 d c sheathing antl bottom e-1 shall h n properly a 1 rlgitl telling. Locacians shown for pe rmanentul res i t of webs shall M1 e bracing inscalledtpe �^ ctions B3. B] or B10.SSsnaoppll cable. Apply plat col drawaeb fae000f tru tend posi [ion as shown eb e IIILI�I [he Joint Deealls, ante cetl otbc rw isA Refer a logs ... I forss antlartl plat" posi tl ons. S Alpine, a division oT ITN Bulldl.g Components Group Inc. sM1all n t b" responsible for any d.—tion from ing. any failure [o build iM1e truss in conformance with ANSI/TPI 1. or for h..dt ing, shipping, AN IrW COMPANY instal tail on a bracing or trusses. A se.I on till. d,, lnW or cover p.po II.tIng thl. Cr.rinp, Indl,ll—pt.nee of prora.•Ien.I Ingin—li "sp"nslblllty sololy for the tloslgn shorn. Tn" su ltability end usa or [hid drering Tr any aRYcturo Is 2400 Lake Orange Dr., Suite 150 rasp ... Ibnity ar -Y. Building 4s..... per ANSI/Tpl 1 Sec.2. Orlando, FL 32837 For Inform tie. s this Job's goo al I,s pogo and th"sa web sites: FL COA 90278 ALPINE: www.alpi—tw.com; TPI: www.tpinst.org; WTCA: www.sbcintlustry.tom: ICC: www. Iccsafo.org r- H p'1� ;rY:9 FL/-/5/-/-/R/ TC LL 40.0 PSF 0.708 1 - TC DL 20.0 PSF S AT © BC DL 5.0 PSF ,�` t •�,'�k,`` BC LL 0.0 PSF S`•••••• N�`�, �Np� TOT. LD . 65.0 PSF DUR.FAC. 1.00 y, �„Hrnta�' +►`"�a�� SPACING 24.0" increase Scale=.5"/Ft. REF R408-- 24083 DATE 10/19/16 DRW HCUSR408 16293832 HC-ENG SCN/WHK SEQN- 813758 FROM RC JREF- 1VV2408_Z15 1 1 � r, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (13631-brodock Residence -- Lot -I Ulamon❑ Janos Jensen beach, rL - Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W3 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.42 to 72 plf at 6.58 BC- From 4 plf at -2.42 to 4 plf at -0.42 BC- From 20 plf at 0.00 to 20 plf at 4.41 BC- From 20 plf at 4.41 to 20 plf at 6.58 TC- 226.00 lb Conc. Load at -2.42 Wind loads and reactions based on MWFRS with additional C&C member design. 3X6[41 4.5 r- 3X4 3X4(Al) = I I 3X4 2X4 [31 III 3X6[61 2-5-0 "1 2-3-0 Negative reaction(s) of -330# MAX. (See below) from a non -wind load case requires uplift connection. 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 31 W2X4 S 2.75 [ 41 W3X6 S 1.25 [ 61 W3X6 2.75 R 1.50 Provide ( 2) 16d common nails(0.162"x3.5:: toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=21 Rw=27 U=59 5-8-12 2-5-8 -6-12 6X6 - :;�3-0-12 4-5-0 2-2-0 6-7-0 Over 3 Supports R=1363 U=1113 W=8" RL=245/-27 R=-330 Rw=308 U=172 2-111-8 W ` H Design ' Cr i t: FBC2014Res/TPI -2007 (STD) �°�� ,,\P...e•••::.;�,pf PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. `B�•'� a •%0_4jY:3 FL/-/5/-/-/R/- Scale=.375"/Ft. //^\\\ V V a �^ IIILJ�I AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 ••WARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING) ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c t ... are In fabrica[Ing, hantlling, shipping, Installing antl bracing. Refer to antl ell chc later[ coition o&rBCblc (Builtling Componene Safety Information, by TPI antl WrCA) for sa Tety prac[Ice9 p o perrorming iM1eseafunceions. Clnstallsrsuchall Pr .th temporary bracing per BCSI. Unless p-ly oihe cap chortl shall have properly a Cachetl Cr Mural sheatM1ing antl bottom ehortl shall M1ave a properly a to a r ig i0 cell ing. Loc tl ens shown for pe rmanenC IeCeral res[ra int of webs shall have bracing Installetl po CS cryc[ .I Ba, B] or B10.sss^ ppllcable. Apply plates to eacM1 raceo-Z cru to ntl position as shown above a c JoInC Details, unit tetl oChcrwl sA Rarer to tlrewings 160A-Z farss antlartl plate posltlons. y n Al lno. a tlivisien or ITW Builtlin Cem G... Inc. shall n t be r iblo far tloviaclon &rem ' p g Ponecon n ospons ans tlrawing. any &allure co builtl the russ In ro rme ce wi[D ANSI/TPI 1, or far hantlling, M1lppl ng, (natal latien bracing If irw==ea. A wal on thle d-Ing or cover page II.ting NI. (hewing, Inelleetee ee=pt,nee of profe..lorlal "glneering for rosDonslDllley solely the tloslgn shown . The sulteblllty antl um of ehla tlreeing for any atr ure la U responslbl l icy of Hie Building Doslgner Per ANSI/TPI 1 See.2.�IrrNIaM /gyp • 0. 708 1 • S AT O /� . /t-/ 1 •r •�� '�,Fe'' ••......•••' G� ,� l� f kkttJJA�L\ �i'' /a,y rylw �� TC LL 20.0 PSF TC DL 15.0 PSF BC DL 1 0.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF REF R408 - - 24084 DATE 1 0/20/1 6 DRW HCUSR408 1 6294048 HC - ENG SCN/WHK SEQN- 815166 DUR. FAC. 1 .25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Z 1 5 Orlando,FL 32837 FL COA 90278 For mere information s this Job's I,... al n s Pago antl these web sites: ALPINE: www.alpincl cw. tom: TPI:--pins[.org; WrCA: www. sbcintlustry.cem; ICC: waw.l....fe.org ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=137 U=138 R=87 U=19 �— 2-0-0 —� �— 5-0-0 Over 3 Supports R=426 MOO W=8" RL=189/-24 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. "WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] ••INPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a eeme arc In fabricating, M1antlling. shipping. Installing and bracing. Rorer to and he latest edit)on o. .Sl(Builtling Component Safety Information, by TPI and WTCA) far safety p.aet—SI V c Performing chase £uncalons. ilterrucM1all provitloetampare ry b— chard per DCSall Unless notetl o_ top cM1ortl shall M1ava properly attached st halal sheathing and bottom chortl shall Ilavo a properly a 1 rigid ceiling. Locations shown far permanent lateral r hraint of webs shall have bracing ins[alletl p UPI ^ r� r.� s ctions BD B] or B10, s aapplicahl e. Apply plates t each fac^oof trusstantl posielon as shown above a IIILJ�1 I� \\\\VV��III the Joint Details. unless n tee caM1le.tsar Rarer co drawings ....1 for s anea re place positions. 1 Alpine, a tlivisian of ITW Building Components Group Inc. shall t be rospensible for any daviatlon from' drawing, any £ai lure to builtl the truss In conformance with ANSI/TPI 1, or for handling, sM1ipping. AN IT'W COMPANY instal lotion & bracing of erusses. A aoal on this drawing or tovor pogo llstlnp this drawing. Indicates accapt—, of profsssloal anglnearll rosponslbl lity solely for the design shown. 'rho salCablilty, and use of this drawing for any structure Is 2400 Lake Orange Dr., Suite 150 rasponslblllty or the Banding Deslgnor Par ANSI/TPI 1 Set.2. Orlando, FL 32837 Form o inrarmation a,, thl� Job's general natal page and Uasa web sites: FL COA NO 278 ALPINE: www.elpinaitw.com: TPI: www. tpinsc.org; 'MCA: a— sbcindustry.com: ICC: www.Iccsafe.org V *4-11-12 2-2-8 3-0-12 26 FL/-/5/-/-/R/ TIC LL 20.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 24085 DATE 10/19/16 DRW HCUSR408 16293890 HC-ENG SCN/WHK SEQN- 813049 FROM RC JREF- 1VV2408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kijuj I—oroaoCK Keslaence -- LOL I Ulamona Janas Jensen aeacn, rL — Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 61 W3X4 S 1.25 [101 W4X6 S 3.75 3X4[61 4.5 F 3X6 III 3X4(A1) 2X4 III Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 5.00 BC- From 10 plf at 0.00 to 10 plf at 5.00 BC- 589.30 lb Conc. Load at 1.40 BC- 752.90 lb Conc. Load at 3.40 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-2-8 H 9 +23-0-12 4X6(R) [101 III 5-0-0 Over 2 Supports R=898 U=870 W=8" R=855 U=570 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) 410 M H. PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 •� '•E /��4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. ••WARNINGI•• READ AND FOLLOW ANOTES ON THIS DRAVINGI "IMPORTANT" FURNISH ALL THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •' `• O ! : TC LL 20.0 PSF REF R408 — — 24086 v V L�� AN IT'W COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA NO 278 Trusses requlra axerem. care In fabricating. hantlling, shlpping, Installing antl bracing. Rafe, t. on Toll eel=Ian of SCSI cnulleing Componene Safety InTormaClon. by TPI antl WTCA, far ,af.ty pr...l PrI a per£. rml ng [hssaafunetions. t l oche 1.1 eanenc Ia arhv t" temporary brae1n9 Par BC51. Unless rly otNS.wise cap ch.rtl shall have properly a Ca a scr c.___IT_.al sh.ncM1ing ane Cotton cI-I shall have a properly r lgie c.11ing. L.c tl.ns sM1..n far perm .e .I shall have bracing Instellatl �S see[ .I- 83, B] ar 010, sassnaappli cabl a. Apply pintas to .ach face of tru tang position as ItI.n ab.v�ntl . the J.Inc D.calls unlo tetl .tM1erwise. Re— [o eraarings 160A-2 farss aneartl plate p.,itl.na. Alpine, a elvisl.n of ITW fiulltling Components Group Inc, shall not be responsible £or any tl.vlatl.n frI♦� tlra.ing. any fall... co build the truss In conformance with ANSI/TPI 1, or far haneling, shlpping, Instal laden & bracing .T tr...— A w.I .n thl. er** or cby.r p.p. Il.ting thl. erulnp Ihele.t.. ¢ pu....T prof�..l.n.l .npin..T1.9• rosponslbllley solely for ch. easlgn shoo. Th. aulteblllty antl us. of [his am log for .ny atr.ctur. la respond b... ty .f — Bulleing [$s]gner par ANSI/TPI 1 S-2. For mare Information s chl, Jab', g... ral notes page ane chose veb sloes: ALPINE: wwv.alpinaltr.eom: TPI: .-pinst..rg; WTCA: — sbelntlustry...; ICC: wra.iee,a£o..rg r O. 708 1 _ ' • ,+• S AT O � �� . w Qj % /�- •� .c�.• .<_ 1 e •�T ••��••• S R '"A�i`r iU AL t�' kHWNI"' TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF DATE 1 0/20/1 6 DRW HCUSR408 16294049 HC - ENG SCN/WHK SEQN— 815181 DUR. FAC. 1.25 FROM RC SPAC I NG 24. 0 " J REF - 1 W2408 Z1 5 , / 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5B) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W3X4 S 2.50 [101 W4X6 S 3.75 0-5-8 2X4 III 4.5 F__ 4X6(R)[101 4-8-0 Over 2 Supports R=932 U=873 W=8" R=788 U=499 H=H1 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 4.67 BC- From 10 plf at 0.00 to 10 plf at 4.67 BC- 587.36 lb Conc. Load at 1.06 BC- 750.42 lb Conc. Load at 3.06 160 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Cr i t: FBC2014Res/TPI -2007 (STD) a lm F{. •El PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �•! '/ ' QTY:1 FL/—/5/—/—/R/— Scale =.5"/Ft. "WARNING I•• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, S •' S. •a ! TC LL 20.0 PSF REF R408-- 24087 V 1 �^ IIILI�-1 AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Trusses require a eme are in fabricating, handling, shipping, installing and bracing. Rofer to roll the latest etlitlon oTrBCSIe (Bull di no Component Safety Information, by TPI and NTCA) for saroty pr... i s pr1 o Porformin9 1 -v functions. tlnscalle U.-ll provide cemPorary braes h. per BC51. Onless notetl ��IGrwlse Cop chard steal l L— properly a tachetl .o. Loral sM1cathing and bottom c10 shal l haves a proporly rigid callinT.g. Locations shown for porn C lace ral rescra lot or webs shall Nava bracing l t.11etl S sections 83, BT or _I as aopplicable. Apply plates to each faceeor cru rand position as shown —Ind to 1...i 16not fors antlartl plate positions. the .hint Octa ns, unless n tea atha rwisa. — Gr.., A 1pino. a tli vision of ITW 'd th ng Components Group Inc. shall not be responsible for any tlovintlon fr tl rowing, any failure to builtl [M1e truss In conformance with ANSI/TPI 1, or Por hantlling, shipping: installation A bracing of tresses. A se•1 on MI, drawing or eovor p.ga listing this drawing Indlt.ta. pt.nt. of Prof.. lon.l .ngln..r lop rr"Pesponslblllty orl— BuildingdDn gne�o,or ANSI/TTPI 1b .2 end use or this drawing far any struewro Is tli a. T08 1 _ • r .. • O , •L A • (v c P•- •� C ,e�•.i ,,.•1 •••"••a 1� Si(�p'AL 'tiA/fMNfl11 TC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 45.0 PSF DATE 1 0/20/1 6 DRW HeusRaoa lszsaoso HC — ENG SCN/WHK SEQN— 815183 DUR . FAC . 1.25 FROM RC SPAC I NG 24.0 " J REF — 1 VV2408 Z1 5 Orlando FL 32 FL COA H0278 78 Far mars informs this Job's general s pogo and Lhasa web spas: ALPINE: w.w+. alpincicw.com; TPI TP1: www. tpi nsc. org; WTCA: wvnv.sbclntlustry.cam; ICC: www.lccsafo. org I 1 10/20/2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5C ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-5-8 C 4.5 F 2X4(Al ) _ 4-8-0 Over 3 Supports R=222 U=131 W=8" RL=127 160 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=150 U=154 4-11-12 2-2-8 R=89 U=27 3-0-12 Design Crit: FBC2014Res/TPI-2007(STD) �` H• r�4� PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �.! '•fl /°'4 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "•WARNINGI•" READ AND FOLLOW ALL NOTES TO THIS DRAWN GI 4 --IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1• TC LL 20.0 PSF REF R408-- 24088 Trusses require ....... care in Fabricating, handiing, shipping, ins III'g antl bracing. Refer co fall tho la[est c...... of BCSI (Duiltling Component Safoty Information, by TPI antl WTCAI far safaty pro tins a pri r o. t'08 1 TC DL 15.0 PSF DATE 1 0/1 9/1 6 cperforming thn.V functions. tinstallerruc„all provitiv tempora rY bracin9 Per DC51. Unless noteEtoilGrwise ap chord s„all h e properly a IrM1atl se [oral shoat„Ing entl bottom c ord shall „ova n proporly �.I�,.• rigitl ceiling. Locations sM1pp, for pormApply lateral rostra lnt of webs sM1all have bracing Installetl 'd ' BC DL 10.0 PSF DRW HCUSR408 16293822 �� ry tlons 8D .i s. BID, sssn pplicablo. Apply plates to each face of tru tentl position as shown abov ntl o e Joint Details unle Refer to drawings t6— farss lard plate py _ _ • • S �� O •. BC LL 0 0 PSF HC - ENG SCN/WHK ,Il ]'g C.iso. d-1ns. a tlivision of ITW Building Components Group Inc. shall not be responsiblo for any tlpping.on £rQ9 �@ A j} �• . AN ITW COMPANY ding. awing, any failuro [a build the truss in confarmanco with ANSI/TPI 1, or For handling, shipping. ° stallatian & bracing of —...... Is- •J� C ,p • .1 .•G`c�? TOT. LID. 45.0 PSF SEQN- 813095 2400 Lake Orange Dr., Suite 150 AneoaI on thl, drawing or cover pogo Ilating this drawing, Indlaat.a attaptan of profea.lonal wnglnaar ing rosponslbl llty saloly For Cho Coal:. shown. Tho sultablIIty and use of thls drawing for any structure Is th asponsibi l My of tt,a Dnar al lding Dasigper ANSI/TPI 1 Sac.2. •••"•••' 1 �rI f sS1Q�AL ��.[ 4+T� DUR. FAC . 1.25 FROM RC SPAC I NG 24. 0 " J REF - 1 W2408 Z1 5 011-1161, 32837 . FL COA N0278 For more information s this Jab', general 1— pogo and thosa web sl tea: ALPINE: www.elpinvitw.com: TPI: www.tpinst.org:_WTCA: www.sbcintlustry.com: ICC: www.iccsafo.org MMYHI 10/20/2016 c � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ5D ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W3X4 S 2.75 [101 W4X6 S 3.25 3X4 4.5 r- 3X4[51 III 3X4(A1) 2X4 III 4X6(R) [101 III � — 5-0-0 Over 2 Supports R=1040 U=534 W=8" R=707 U=326 RL=98 H=H1 Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 5.00 BC- From 20 plf at 0.00 to 20 plf at 5.00 BC- 702.09 lb Conc. Load at 1.06 BC- 584.42 lb Conc. Load at 3.06 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2-2-8 11-4-0 PLT TYP. Wave Design Cr i t : FBC2014Res/TPI -2007 (STD) FT/RT=20%(O%)/10(0) 15 nlr4 ,0 0 H, r ••Q3Y '4 CITY: FL/-/5/-/-/R/- Scale=.5"/Ft. 4 V - I� \\\\VVII 11 �� r� ,.� AN ITWCOMPANY 2A00 Lake Orange Dr., Suite 150 Orlando,FL 32837 FL COA #0278 --WARNINGI-- READ AND FOLLOW ALL NOTES ON THIS DRANINGI --IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. yy� : •• �= Trusses requlrc extreme care In fabricating. hantlling, snipping, Instaliing and bracing. Refer t oaMoll later[ etlition oT GCSI (Building Compen nC Safa[y InPormation, by TPI antl WTCA) far safety prat I pri o. 708 1 G o Performing 1I,_fun.P. .y. tlnscalleanant.rl provitle temporary bracing Per GCSI. Unlass nocetl Y Is top cM1ortl shall M1ave properly a iacnetl st to al snee[M1ing antl bottom chord shall nave a properly d r lg itl telling. Lac bans shown Tor perm t lateral restraint of webs shall nova bracing installed e : ; sections 83, g] or B10, as aappl tcabl e. 'sApply plates to Caen fae^vof iru tdntl posi[lo'n ns shown abov ntl e S AT O the Joint Details. nless n cetl oche rw a Refer to Drawings 160A-Z fors na rtl place positions. Alpine. division of ITW Roilning Campanen s Group Inc. shall t be responsible f any devia[lan frgm .: �� drawing, any failure to builtl CM1e truss In conformance with ANSI/TPI 1. ar for hantlling, shippi, installation & bracing of tra=.es. g' ••• 1 . �' A oral sn enla dnrinp pr tour- pogo Ilsting NI• draring, Indleaba aeeaptane• or prpfa•slpnal —ginaarin •�� ••....••• .G`� C rosponslblllty solely for eho Cosign shown. Ths su leeblI lty and urn or this drawing rar any structure Is U-sS"ONAl. E� espanslbn lty ar tna Rullding Design- ,or ANSI/TPI 1 Soc.2. s/ % �tl� For more Information s this Job's general n s page antl these web sl[as: r�MAg�1aMiW�� ALPINE: www.aipinaitw.com; TPI: www.tpi—e-rg; WTCA: www. ecintluscry.com: ICC; www.iccsafo.org TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R408 — — 24089 DATE 1 0/1 9/1 6 DRW HCUSR408 16293844 HC- ENG SCN/WHK SEQN — 813814 DUR . FAC . 1.25 FROM RC SPAC I NG 24. 0 " J REF - 1 W2408 Z1 5 1 1 10/20/2016 s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k 13tl3"I-t$rodOCK Kesldence -- Lot I Ulamond Jands Jensen beach, YL - EJ4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 T = recommended tie connection based on manufacturer tested capacities and calculations for vertical reactions. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.00 to 72 plf at 1.00 TC- From 36 plf at 1.00 to 36 plf at 4.54 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 4.54 TC--135.57 lb Conc. Load at 1.03 TC- -54.31 lb Conc. Load at 3.06 BC- -76.52 lb Conc. Load at 1.03 BC- -13.24 lb Conc. Load at 3.06 Wind loads and reactions based on MWFRS. These support conditions used at bearings indicated (T1) = ITW (KC) E24 w/ Unavailable. Supporting Member Fasteners: (4) 0.128"x3" nails Supported Member Fasteners: (2) 0.131"x1.5" nails In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 3X4 sa 4.5 �- 0-8-8 �- +11-4-0 3X6 (++) IIII 2X4(A1) - R=139 U=184 2-0-0 - 1 1-0-0 I_ _I_ 3-6-8 _I �- 4-6-8 Over 2 Supports R=261 U=380 W=8" Design Cr i t : FBC2014Res/TPI -2007 (STD) pr``°" j�1 H ,��„ PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 6r ••03Y 'k QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. ••WARNINGI•• READ AMD FOLLOW ALL NOTES ON THIS DRAWINGI ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru...: raaulro a trams care In fabricating, handling, sh1ppl.g. Insta111ng antl bracing. Rafar t a,4 .all ,.Trlatase edlllon of SCSI (Building Compon nt Safety Infarmatlon, by TPI antl WCA) for safety prat 1 s prl o Performing thos ofunctlons. tlnstall-I sha`1 provitla temporary bracing por BCSI. Unless ..-d oto Is top c-rd shall 1, proparly a .ached st to al sh..thing antl bottom chard ...11 have a proparly a ,N�tl rigid coiling. L.. .Ions shown for Perm t lateral ros ,a of webs sha11 M1 °a bracing installed 76c •� •; �, "= o. 708 1 _ _ TC LL 20.0 PSF TC DL 15.0 PSF BC DL 1 0 . 0 PSF REF R408-- 24090 DATE 1 0/1 9/1 6 DRW HCUSR406 16293873 V �� AN ITWCC)MPANY _ 2400 Lake Orange Dr. Suite I i0 Orlando FL 32837 FL COA 90278 eeCi ns B3. B7 or B10, as a pllcable. Apply places to oath Taco of tru [antl position as shorn oboe d ° cha Joint Da[ails, unless n tad a.h... isa. Rafar 1. dra.Ings 1GOA-Z fang andard plats pa.itian.. A 1pino. a division of ITN Building Camps... Croup Inc. shall not ba rosp...ibld for any davlatlan f an drawing. any fvllurc t build cM1c truss In coots rmancv with ANSI/TPI 1, or for handling. shipping, Installaclon b bracing of tru..a.. A •0•1 vn thl• drilling or c...r p•ga I bting tills dr•.Ing. Indld•t•• ¢ pt•nu of prdf•oipn•I •ngln••rin rosponslblllty sololy for Cho daslgn sM1a.n. Th. .ulcabi lity .nd use of this dra.ing Tor any ntructprd osponslbl l lb of U Bunding Daslgnar par ANSI/TPI 1 Sot... Far mars information s this Jabs g..... l s pogo and t„c.a .ab .its.: ALPINE: www. a 1pincicw.c°m: TPI: www. tpinsc.,rg: WTCA: www. sbclnd..try.com; ICC: www.iccsa org ; S AT O • i (� lC j W ,�. ••.,� 1 .•t�1� �••....••. s/s/R G� y(� . NAB v Nt1 Aqp +p d"�"'q"" BC LL 0 . 0 PSF . TOT. LD. 45.0 PSF HC - ENG SCN/WHK SEQN- 813245 OUR. FAC . 1.25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Z 1 5 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13P33-1-brodoCK Kesldence -- LOL l Ulamona bands Jensen [Seam , 1-L - tJ3A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 (Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for_10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 2X4 = 4.5 - - 0 3X6 (++ III 2X4(A1) 2-0-0 —� 1-3-5 _10-110-10-0 3-0-0 Over 3 Supports R=359 U=193 W=8" RL=98/-38 (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCp'i(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. � gJ=39 R=34 Rw=44 U=18 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 "WARNING(" READ AND FOLLOW ALL NOTES ON THIS DRAWING( •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 r tt £ Trusses require eztremt care in fabrieaCing, handling, shipping. installing one bracing. Refeet latest cei t,.n of 8C51 (Builtl,no C..Pon nt Safety Information. by TPI eno WrCA) for safety praeti s .— cemPneae brmci par Unless not: o performsng11 n he e11 at cop chartl ha properly a t a scr t r sheathing a ott chortl shall have a properly Gy h_efunecions. t£ochelleane rigid calling. Loc bons shown r perm n talaterovlae al restraint of webs _I. have bracing installed i V c„cti ons B3, B] or 111. as .applicable. Apply plaits a each faceaof tru tang posi aloe es shown . n c Joint Details. unless n tee otherwise. Refer to .wings 180A-2 £arss .neartl plate posi tuns, LM Alpine, a el vi site of ITW 8uileing Components Group Inc, sM1ali n [ be responsible ror any tlevlatl on f1�m drawing, any failures to Haile cho truss to conrormanct with ANSI/TPI 1, or ror handling, shipping. y AN ITW COMPANY installation & bracing or tresses. l A coal on this tln.ln* or cover pap* Iiatlnp Chia d,..I.g. Indleabs metep—ca of profaaal... I enginaarl rosponslblllty sololy for e% dodge shown. The sult*bll ity end use of thls d—Ing for any structure Is 2400 Lake Orange Dr., Suile 150 responslbl l Ity of — Bul lding Designer per ANSI/TPI 1 Stc.2. Orlando, FL 32837 For m t information s this Job's general n s page and theso web sites: FL COA 90278 ALPINE: www.alpinti tw.com; TPI: tpi.st rg; WrCA: wwx.sbcindustry.c ICC: wvnv. iccsafo.org H. .,.,y .708 1 %T 0 : Q WA1. NG� QTY:5 FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.25 SPACING 24.0" 1-5-8 Scale=.5"/Ft. REF R408-- 24091 DATE 10/19/16 DR►N HCUSR408 16293883 HC-ENG SCN/WHK SEQN- 813627 FROM RC JREF- 1W2408_Z15 1, 1 w. t 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ3B ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 4.5 r 1 2-0-0 —1 3-0-0 0J '3-supports R=359 U=263 W=8" RL=133/-29 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=57 U=58 4-2-12 1-5-8 'rr23-0-12 R=43 Rw=60 U=24 Design Cr i t: FBC2014Res/TP I -2007 (STD) yt•``°" ' ( i'�, /,'�,'� PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �f ••q3?T�'% QTY:25 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : • •• ; TIC LL 20.0 PSF REF R408 - - 24092 _ �?+� Trusses ..qulr. v ir... car. In fabrlcaCing, hantlling, shipping. Installing antl bracing. Rorer t orb fell the latest adltl.e or SCSI (Building Ceep.... t Sarety Information. by TPI a.tl WTCA) rer aaf.ty practl P" o .........nor vr rorming c„ase runctlsons. provltla temporary braeuss par SCS.11 unless noteO oe s Is r o. T08 i TIC DL 15 .0 PSF DATE 1 0/1 9/1 6 tlnsta ruchall rigia d„ortl shall have properly a taehotl st carol s„eatM1ing and bo[tom chard Shal shall M1... a properly a C rigid tolling. Locations shown Tor permanent IaCarel restro lnt orwebs shall M1avv bracing InsCalletl 7�C - BC DL 10.0 PSF DRW HCUSR408 16293845 f V IIILIII=�IIIIJrJI I� \\\\VVI�1�1 eeclons B3, B7 o. BnI a eappllcIth Apply Plotvs t och faea of er to a Positlan es shown abov tl o cho Joint Datalls unless n ee herwlse. Rorer to tlrawings 160A-2 for s antl. rtl place poslilons. 't S AT 0 f BC LL 0.0 PSF HC-ENG SCN/WHK LI AN ITW CC PANY A 1pine, a tllvl sl on of ITW BUilding Components Group Inc. s„all no[ be responsibl. for any tlevlatlon f qn tlrawing. any !allure to build the truss in ...forma... wl t„ ANSI/TPI 1, or for hantlling, sM1lppin g'.•G�`i�,p$ s• [.� V InsCalletlen A braving of A s.sl on thIn drewing or cover pogo listing thls drvwing, lbdicatss seupisncs of professional englnserin w•••n.s••• TOT . LD . 45.0 PSF SEQN - 813061 r.spobslbI Nty solely r.r — design -o— The sulteblllty and us. oT this draang far any atruvtur. In th ANSI/TPI f l ffy!!ONAL DUR FAC 1.25 FROM RC 2400 LA'e Omnge Dr., Suite 150 r.sponslblllty .f the Sol ldl.g Dos lgnar pvr 1 See.2. . . SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 For mory information s this Job's go oral ral n s page and these web altos: TPI: WTCA: FL COA N0118 ALPINE: www. olpi..I iw. tom; wuw .tpinst. erg; www .sbcindustry.vo.; ICC: www.lvcsa r... rg %( 10/20/2016 w F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -IJUJ I-brooOCK KeSiaence -- Lot I Ulamono Janos Jensen beach, t-L - tJJU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 4. 5 F_ 1-5-8 rn �Ai +11-4-0 2X4 III 2X4(Al) Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 3.00 BC- From 10 plf at 0.00 to 10 plf at 3.00 BC- 579.83 lb Conc. Load at 0.40, 2.40 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. w 3-0-0 Over 2 Supports R=762 U=252 W=8" R=643 U=218 PLT TYP. Wave H=H 1µlriureitnn�nr'iryi Design Cr i t : FBC2014Res/TP I -2007 (STD) yet �M H. FT/RT=20%(O%)/10(0) 15 �•• .e�i. 3Ye�',QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "IWP01(TANT" FURNISH THISDRAWINGDRAWINGAND LTOO ALLOW CONTRACTORSCONTRACNOTES TORSIIS INCL DIINGGTHE INSTALLERS. L •• y B TC LL 20.0 PSF REF R408 - - 24093 /\ �� NIEihctl.ns AN ITW COMPANY Trusses require t eme ar in iabrleating. M1a_y"I , sM1 tI,g, in Talli.g antl bracing. Rotor t r'f.11 tho latest ctlici.noofrBC51a(Buileing Compon nt Safety Information, bysTPl antl WTCA) for saf.ty praetie¢ Pr o Perf.rmsng thesea`unoctions. tTachalleanenta la erovlea iemp^rab. brecin9 Per BCSI. Unless n.tetl BCM1S-wl cn.rtl M1all have properly a c ee str rural sheathing a a bottom chortl s 11 ,lava a prapvrly "`JjM1�e rigitl coiling. Lac i ns shown r perm t al restraint .T w bs mall nave bracing instelletl yBCS B3, BT or BtG,55snaopplicable. Apply plates tea each fac.o-Z truss tang post boon as shown above 6 o e Jeint Details, unle tetl otherwise. Refer co .wings 1GOA-Z far== aneartl plate psitl.ns. Alpine. a eivisi.. or 1M Build[— Components Gr.up Inc. shall n .,spans.... T any tlevlatlan fr.tit awing, any r dart to builtl the truss in canf.rmance with ANSI/TPlbt, rar far M1aneling, snipping. �natallatlan &abraaing aT tress.=. 0. 708 1 ,TC • . _ f ' =DRW S S AT O • , '/� % �� •f 'tom/ .�• v .��. .. ,•,,,,.••'G�� DL BC DL BC LL TOT. LD. 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF DATE 1 0/1 9/1 6 HCUSR408 16293864 HC - ENG SCN/WHK SEQN- 813825 2400 Lake Orange Dr., Suite l$D A *oel on this t*v tlrerinp or *r threrinp, I.M..te. ptenc. of prof...1p 1 .npineering rosp.nsl bility sololy for tho tlpep* Ioslgn Tns sul mownl.ting is * . tebllity antl use .i ants tlrorinR for any structure is to rspo^sinlllty oT th. Bulltling Bs I...r par ANSI/TPI 1 Svc.2. , S '4*', DUR. FAC. 1 .25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Z 1 5 _ Orlando FL 32837 FL COA H0278 For mo . inform.=... s tM1 Job's 9.....I s pago ane then1 web www.s pas: ALPINE: alpinoi =.atom; TPI: www. tpi,,t.,,g; WTCA: www. sb—d—try.ca.; ICC: www. l.... f.. org I ( 10/20/2016 j, ! THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ3D ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. �- 2-0-0 -1 13 0-0 Over 3 Supports,,,,f R=454 U=358 W=8" 1 RL=98/-38 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.00 to 72 plf at 3.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.00 BC- 139.23 lb Conc. Load at 1.06 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=72 U=61 12-6-0 1-5-8 R=43 Rw=56 U=23 11-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/1O(0) 15 •'WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] " HIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlro extreme < re In fabrleating, M1andling, s"IPPing, InsCalling antl bracing. Rafor [o end tho latest etllClon of SCSI (Building Component Safety Informaclan, by TPI and WTCA) for sa£oty practic4, ^ o performin9 Chose functionsµ o=h@i lac[all orruchall provltle temporary b— n9 Per DCSI. Unless top cM1ortl sM1all havo properly a t hnd st turel shca[hing antl bo[[om c ord shall nave a properly a t P"ly r lgld <etling. Locations sM10 n for permanent lace rat rostralne of webs shall have bracing InsCalletl p v V sections rl . B] or .10, as aoPP'ieablo. Apply places to eacM1 f16OA-Z tru C nd post [ion es s"own above �^ tha Joint Details, unless n [etl o[horwlse. Refer to tlrawings 160A-Z fors_ anOa rtl place positions. IILIrJI Alpine, a division of ITN Buildln Components Group Inc. shall n t bo responsible for any deviation frw drawing, any failuro to build the truss In conformance with ANSI/TPI for handling. shipping. AN IT'W COMPANY installation & bracing of trusses. A m•1 on thl• dr•wlnp or Boyar p•pd listing Tthl• d—li,lO. Ii,di—tw• •etbP' oT prof• clonal wgin— osponslblllty solely ror eho tloslgn shown. Tho sultablllty and usa oT Chla Crawing for any structure 1. 2400 Lake Orange Dr., Suite ISO asPonslbl my or the Rullding Daslgnor par ANSI/TPI 1 Soc.2. Orlando FL 32837 For more Inform tlon s this Job's genarel n s pogo antl these web sites: FL COA 90278 ALPINE: eww.alpinoli com; TPI: www. tpinst.org; WTCA: www. sbcindustry.eom; ICC: www. iecsafe. erg H. ;t/nyQTY:1 FL/-/5/-/-/R/- `� TC LL 20.0 PSF TC DL 15.0 PSF s BC DL 10.0 PSF BC LL 0.0 PSF •N �,; TOT. LD. 45.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 24094 DATE 10/19/16 DRW HCUSR408 16293865 HC-ENG SCN/WHK SEQN- 813805 FROM RC JREF- 1V`V2408_Z15 10/20/2016 1 � ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - EJ1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 4.5 F__ 2X4(A1) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=-119 Rw=121 U=146 0-8-8 11-9-0 � 11-4-0 R=-48 Rw=59 U=63 2-0-0 1-0-0 0 er 3 Su ports R=411 Rw=423 U=305 W=8" RL=61/-37 '.n �V F • • „h�Pv4i Design Crit: FBC2014Res/TPI-2007(STD) ,�, PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 •1- 8 Aj,�P&�/TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. —WARNING I** READ RA FOLLOW TO ALL ONTR ON THIS DRAWING •'IYPDRTANF`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,' TC LL 20.0 PSF REF R408-- 24095 !� V AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Trusses require u t ... are in fabricating, M1antlling. snipping. Installing and bracing. R.— to r'fall latest edition ofrSC51`(B.Il d i ng Component Safety Information. by TPI and WrCA) fur safety pracCic� Pri o Performing these functions. tlnstallerrucnall ps—t tempo ra rY br.c mcin9 Per"oil Unless nocM otM1dYh to Chord snai l nave properly a — p. st to I. shaathing and not h.I s n na.,e a properly a M1� rigid calling. Locations shown for permanent lataral restraint oP webs`sM1all M1avo bracing Installetl PfiCS ryccioin Bn, ll�.: or ..l as aopplicthle. Apply pl.Yas tdo each f16DA-Z for stand pass tian as shown above �d o o .hint Details. unless n tad otherwise. Refer to .wings t60A-Z Tr andard plate P.sitiens. tAlpine, a divl scan of ITW Building Components Croup Inc. shall n c ba rosponsiblo for any d-1.tion frolic awing. any failure co build Cho truss In conform.... with ANgI/TPI I.or for handling, shipping, ° stallaUan b brad. of trss.a. 'nad•I on this tlsra•ring r eova e p m r p•po 11•tlnp NI• dr•rinp, Indle•t•• • apUnc• of prof••slon•I •npin••rinpSS�QNALE� ospdnslblllty laly Par ch. tlosIS. snare. Th. s 1-1 1My and usa of this dr.ring To, any structure Is [h ... ponsib Lllcy of tea N.ndl.g Doslg..r por ANSI/TPI 1 Sed.2. O' 706 . ! U � ' i • _ = t S AT O ; t,� • �� •�. ((f�CQ ••`. v F .••G�� ,•••'"•••• �4 � ,r�` 4ryy IW rp ' TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. L.D. 45.0 PSF DATE 1 0/1 9/ 1 6 DRW HCUSR408 16293869 HC - ENG SCN/WHK SEQN- 813239 DUR . FAC . 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 _ Orlando FL 32837 FL CQA 90278 For or. information so, this Job's general . s p.ga and th.s. wob it,,: ALPINE: www.alpincicw. cam; TPI: WfCA: www.tpinst.arg; www.sbci.duscry.com: ICC: www.I.... fo.org 1 10/20/2016 l � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kijbi l-broaOCK Kesidence -- I -Olt I ulamond wands Jensen beach, FL - HJ7) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set '11313" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.83 to 71 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -2.83 to 4 pif at 0.00 BC- From 2 plf at 0.00 to 2 plf at 6.77 BC- From 2 plf at 6.77 to 2 plf at 9.84 TC--108.58 lb Conc. Load at 1.41 TC- 113.47 lb Conc. Load at 4.24 TC- 236.39 lb Conc. Load at 7.07 BC- -26.47 lb Conc. Load at 1.41 BC- 191.97 lb Conc. Load at 4.24 BC- 74.06 lb Conc. Load at 7.07 0-4-0 12-9-15 160 mph wind, 24.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 6-9-4 3-0-12 9-10-1 Over 4 Supports R=250 U=382 W=10.564" R=510 U=347 W=11.314" R=43 U=11 _+_25-8-9 2-5-5 R=118 U=73 +3-6-12 +23-0-12 2-111-5 Design Crit: FBC2014Res/TPI-2007(STD) H �� .•� PLT TYP . Wave FT/RT=20% O% /10 0 15 . �� d•P' ( ) ( ) 1� •,� $TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. / \ v/ \v �^ IIILI�rI AN ITW COMPANY -WARNING ISH READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IWPORTAHr•• FURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, F Trw.... ..quit. c ..... tare In fabricating. M1antlling, shipPing, Installing antl bracing. Refer t and aI1 tbo latest etlltion of BCSI (BUilding Componen[ Safety Information, by TPI and WTCA) for sarety praetleeg•prl o performing these functions. tlnstallurruc 11 pr-lde tamp .... y bracing per BCSI. Unless noted otha o� tap tnord shall have properly a c h-d st tureI sheathing and bottom chortl ,h l have a properly a rigid ceiling. Locations shown far permanent lataral restraint of webs snail M1avo bracing Installetl pe BCS actions B3, BT or 810. as aopplltabla. Apply plates [o each raceaof tru [antl post {Don es sM1own above the Jalnt Dttai Is. wnlas= n ttd atM1arwl=e. Refer to drawing= ,BGA_Z war== lard Plate position=. A spina, a tlivislon of ITW Building Components Group In<. snail n C bo responsible any deviation from drawln9• any failure to bulltl [he truss In conrormanea with ANSI/TP6 ,. or far M1entlling, sM1lppin h stal lotion & bracing or trusses. g :• _ �. o. 708 1 _ : •• • • _ i - t /� • f: ¢ ^' t' '•• • `�V ••• .wu •• (''� �(1 •+ TC LL 20 . 0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 45.0 PSF REF R408 - - 24096 DATE 1 0/20/1 6 DRW HCUSR408 1629 HC-ENG SCN/WHK SEQN- 815168 - 2400 Lake Orange Dr., Suite 150 A noel on th is tlr•w In r eovo I la In NI. tlr«In In01ea.. .e g o r p•go g g• oopt.nco or proreaulon.l «gln«r In rosponslblll<y solely ror [no tloslgn shown. Too sul-blilty end use or this drawing Tr any structure is U raspohslblllty or ttla 8.1 Iding Ooslgnar per ANSI/TPI , Sea.2. v .� s`Q� ^` •�.� A Ipf$!I{�pIW�A�`N DUR. FAC. 1.25 FROM RC Orlando FL 32837 FL COA 90278 For mare Informs=tan s thls Job's g.n... I n s page and tnaaa wab site=: ALPINE: www.alpinai tw, com; TPI: www. tpinst,org: WTCA: www, bcindustry.com: ICC: wmv. l.... ro �. erg SPACING 24 . 0 " J REF - 1 W2408 Z1 5 111 (13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ7A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS III DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x8 SP SS Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -3.93 to 81 plf.at -1.10 TC- From 64 plf at -1.10 to 177 plf at 2.61 TC- From 17 plf at 2.61 to 124 plf at 8.73 BC- From 6 plf at 0.00 to 10 pif at 2.61 BC- From 5 plf at 2.61 to 34 plf at 8.73 TC- 226.00 lb Conc. Load at -3.93 3X4[3] 3.18 1 4X6(A2) [4] I1, 3-11-3 —11— 2-7-4 —� Negative reaction(s) of -289# MAX. (See below) from a non -wind load case requires uplift connection. 160 mph wind, 24.32 ft mean hgt, ASIDE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT-[[, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE No SIZE [ 3] W3X4 [ 4] W5X6 3X4 6X8 2X4 III LATERAL CHORD SHIFT BITE S 1.25 S 2.00 6X6 R=117 U=115 +5-8-9 2-5-5 +3-6-12 +3-0-12 5-8-0 3-0-12 8-8-13 Over 3 Supports R=1530 U=1684 W=11.314" R=4/-289 Rw=455 U=0 2-111-5 H Design Cr i t: FBC2014Res/TPI -2007 (STD) H. PLT TYP. Wave FT/RT=20%(O%)/10(0) 15. 1�'�'�:' •,� `QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING " READ AND FOLLor ALL }iDTES ON THIS DRA�INGI •"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : : TC LL 20.0 PSF REF R408 - - 24097 //^\\\ V �^ r� ,.E 1 IIILJr-1 I \ II u \\\JI AN ITWCOMPANY 2400 Lake Orange Dr, Suite 150 Trusses require a creme care In fabricating, handling, snipping. installing ana braeing. Re£er Yo and olt CM1a IaCest etll tl on of BCSI (Building Component Safo[y Informaeion. Dy TPI end WTCA) for safeey pracelcag�p i a per£ormsnglthesea`un—p-1, -ta-1, cop <M1artl ha M1avc proseshyo a [ecbad sC rural shaa[Dicg a .Rom cI..I sI, I bava -properly a o� eananhall provitla temPnaabry Drac ing Per all Unless peed oCh 41C rigid calling. Loc for perm t lateral res hint or webs shall have bracing Installed pe BCS secCions B3tl :TIs,nB .sssnand eablo. Apply plates to ...M1 f160A-F Cru taa^tl position es shown abovaro C 0 tna .lain[ Data n s vole [ce a[M1arw lsa. Rarer to Drawings t60A-Z farss na ra ware pasitlans. Alpine, a oT ITW Building Campon s Group Inc. sM1all t ba rosponslble for any deviation I. 4h d..w ing, any £allure Co build th, truss inaconformance wi [M1 ANSI/TPI ror handling, shipping, installation A bracing or trusses. A .o.l on ChI. draw or eo— pigs II.tlllg this drawing. Indlo.to..aaapt.... oT profw.lon.l wglnwering raspansibiiity sololfor Chogtloslgn shown. The suitability and usn of this drawing rar any scrDccure la U ra i,I.sibllicy of thy. Bm ldm Oeslgnar par ATh' "I 1 See.2. p 0. 708 1 ' ,j '.•� ; B _ ' = : g AT 0 ✓ ( �� .�� Q' �:` •..•.,..•'\: �ps'r�ON Al. M �� rLFgM1M TC DL 1 5 . 0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF DATE 1 0/20/1 6 DRW HCUSR408 16294052 HC - ENG SCN/WHK SEQN- 815170 DUR . FAC . 1 .25 FROM RC Orlando, FL 32837 FL COA 90278 For more inrarmatian s this Job's general n s page and theca web sites: ALPINE: www.al pinaicw.com; TPI: www tp,. . g: WTCA: www.sbcinduscry.c ICC: ..I<csaro.arg SPACING 24.0 " J REF - 1 W2408 Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSION-) sIIRMITTFn RV TRIICC LIFR 13b:51-brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ5 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-0 3.18 1 (Al)' = 160 mph wind, 23.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 4-11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. �— 2-9-15 7-0-2 Over 3 Supports R=441 U=379 W=10.564" R=225 U=231 4-11-9 2-2-5 R=69 U=0 3-0-12 M H PLT TYP . Wave Design Cr i t : FB T/RT 20%/ O% /100 0 (STD) 15 H. ( ) ( ) 1� •.}��QTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. **WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWING] •'IWPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . ; TIC LL 20.0 PSF REF R408 — — 24098 Lr-�--� r� Ilu� Ire\ II \\\JI AN ITW COMPANY Trusses ire a trams earn In fabricatln . h—l' s I g an g. requ g Ing, „ pping. Installn tl braein Ra£ar t an x Fli ce ition or BCSI (Building Compon nt Safoty Information, by TPI ad WTCSI Tor sa£oty pro cticeg•p I [opperformin9 thesoacunoctl on s. InstalleanenM1all p__h temporary bract n9 d av51 bra8n less notetl oc„ chore shall „eve properly attacnetl str Loral -heat„ing one botC m eM1artl „all „ a a properly a rlgitl telling. Loc I ns shown for perm [ latoral restraint of webs shall „Icing Installatl pe BC$ sections B3. BT or 810, as aopplicable. Apply plates to eat„ raceoof tru tantl position as shown abavo ' [„e Taint Dctall-. unit-- n tctl of„crwlsc. Rarer to crowing- 160A-Z fors- antlard pla[a position-. Alpine. o eivl-ion of ITW Bulleing Components Group Inc. shall n [ be responsl bra for any tlovlatlon from tl rowing. any failure to builtl [M1e truss In conrormanea with ANSI/TPI 1. or (or hantlling, yM1lpping, Installation & bracing of vussc-. ; 0. 708 1 a �• ' = e = L CJ. AT O ; A .�% w�� /�� `, �@ ..,,..• • a" TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF DATE 1 0/1 9/1 6 . DRW HeusRaoa lszssass HC - ENG SCN/WHK SEQN- 813055 2400 Lake Orange Dr.,Suite 150 A noel on this drawlnp or cover page listing this drawing, Indic—, a,=pt,n,, of prorseslonal "0'neorinp rosponsiblI t' sololy ror tho tloslgn snore. Tho sulteblllcy and use or this drawing ror any structurb Is [n —ponslblllty of — Bulltling Doslgnar par ANSI/TPI 1 Sec.2, \\\\ i�N A1. r[ mP` DUR . FAC . 1.25 FROM RC Orlando FL 32837 FL COA 90278 Far more Information s this Tab's general n s pogo antl t web ww -Its-: ALPINE: — pincit —.; TPI: vmmi. tpinst.org: WTCA: www.sbcindustry cos; ICC: www.lccsa ro-rg SPACING 24. 0 " J REF - 1 VV2408 Z 1 5 Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ( 13631-Brodock Hesidence -- Lot 1 Uiamond Sands Jensen Beach, FL - HJ5A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.200' Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.83 to 81 plf at 0.00 TC- From 64 plf at 0.00 to 88 plf at 0.41 TC- From -0 plf at 0.41 to 115 plf at 7.01 BC- From 4 plf at 0.00 to 5 plf at 0.41 BC- From 0 plf at 0.41 to 32 plf at 7.01 TC- 44.00 lb Conc. Load at -2.83 0-4-0 3.18 3X6(C6) = 3X 2X4(C6) 160 mph wind, 23.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2-9-15 5 7-0-2 Over 3 Supports R=418 U=422 W=11.314" R=196 U=188 4-11-9 2-2-5 R=63 U=0 'YY23-0-12 Design Cr i t : FBC2014Res/TPI -2007 (STD) tea' \P� IM•e,,,„; PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.E M."' TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. Irigid V IIILJ�1 III\\\\VVII III IIJJ AN ITW COMPANY 2400 Lake Orange Dr., Suite l50 '•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c t eme arc in fabricating, M1antlling. sM1ipPing, installing ana bract ng. Refer to a1 .11 l..... .aitian of.... .... eing Componene Safeey Information. by TPI ana WTDA> f.r safaty praati.ai pri o performing t e,V fun.[ions. It-- noccallerrucna ral11 psocitle temp^ra ry braein9 Per BC51. Unless nocea ootjzt CapcM1ortl sM1all"h c properly a t M1Pa st to b at._ ani botom eM1ora sna11 M1avo a properly attgC ceiling.Lpermaeralest al ofebs lnavebracinginstalled p�^IrI�seceions B], B] or 810, as aappl ieabl o. Apply plains to eacn fIoDA-Z eru t^tlsition as sM1own ab oG o tno Jain[ Datails. an bass n [aa atM1a rw isa. Rafcr [a drawings 160A-Z fors tla rtl Pla[o pasi[ians. Alpine, a division of ITW Building Components Group Inc. snail n esponsible for any d-ia[lon drawing, any failure to builtl [M1. truss In conform.... -h ANSI/TPlbl. ror for handling. shipping, i stal lotion & bracing of truss.s. Anee.l on ehl• ar•rinII or cover p•0. Iletln0 thl• drying, Inalea- •e=pt•n,, or proro••lon•I •npin-Ing rosp...lb111ty soololy for tn. aoslg8nso`o�' ANS;��'t'OIII.2 end usb ar tnls araring mr any sCructurn Is u responslbllit r H,. Bullaing Oast C' NI : ^D 0 1Q$ 1 = ♦ e Q A� O , • v /1 •� 1 V ••,,,,,•• 'G��p' N !f � Q AIL �_a1N�t R„" TC LL 20.0 PSF TC DL 15.0 PSF DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF REF R408 - - 24099 DATE 1 0/1 9/1 6 DRW Heusaaos iszsssal HC - ENG SCN/WHK SEQN- 813100 DUR. FAC. 1 .25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando, FL 32837 I FL COA 90278 For mar. infarmatlan sI. this Job's genaral n s pogo ana thus. web sl[s: ALPINE: TPI: www.alpincitw.com: www. tpinst..rg; WTCA: ICC: wvw.sbcintluscry.c.m; www. Ic... r..org A ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - HJ3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.83 to 81 plf at 0.00 TC- From 0 pIf at 0.00 to 68 plf at 4.18 BC- From 0 plf at 0.00 to 19 plf at 4.18 TC- 44.00 lb Conc. Load at -2.83 160 mph wind, 23.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 3.18 R=53 U=123 0-4-0 � 1-5 5 4-2-9 23-0-12 R=3 Rw=44 U=0 'rr + 2 4(Al ) 2-9-15 4-2-3 Over 3 Supports R=284 U=479 W=10.564" Design Cr i t : FBC2014Res/TPI -2007 (STD);�; PLT TYP. Wave FT/RT=20%(O%)/10(0) 15.��'�••.'.•.•� TY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. ^ V �^ r� ..� IIILI�I I \ II luf \\vll PW ITW COMPANY 2400 Lake Orange Dr.,SuileIi0 Orlando, FL 32837 FL COA 90278 ••WARNINGI'• READ AND FOLLOW ALL NOTES TO THIS OUDIN GI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' Trusses require c trams care in £abriea[ing, handling, shipping, Installing and braeI.,. Refer to an4.1 tho lest sc edition or BCSI (Building Component Saf.ty Informa[lon, by TPI and WrCA) for sarety prae[iedj pri o performing tM1.seafunecions. lchelleanenca Provitla remand by tr bracing per .13BCSI, aUnless not ly etc hi cap chortl shall M1avo properly art. d st to ral sheatM1ing a ott chord rtl shall have a properly rigid cell ng. Lac tuns shown (or perm t lateral ras rainc of webs shall haves bracing installed pBCs eet ions 6D B] or B as o plieable. Apply plates to it faeeoir Cru tentl pasieion as shown abova r, o the Joint Details. unless n tetl otherwise, Refer co ings 1 .1 fors and rtl plate posi[ion s. Alpine. a divisien of ITW Building Components Greup Inc. s 11 n esponsiblo far any dawiatlan rroa� ing, any failure to build [he [russ in conformance with ANSI/TPlbl. ror for handling, shippl,g. �nsCal laiion & bracing of [ruse=. A ewl on thl. drawlnp or e..or -go I"""o NI. drawing, Indloatoo aecapt.nc. of profo..lonal .npinwrinp osponsiblllty sololy for Cho doslOn shown. Tho sultablllty and use of thls drawing for any strut uro Is U 1asponslblllcy of ch. B.IIding DasIgn.r per ANSVTPI 1 Sed.2, Far mar. Information s this ,job's ganaral s page and thasa web ai tes: ALPINE: www. IIpinei tw.eom: TPI: www.[pinst.org: WTCA: www. sbeindus[ry.eom: lee: wvnv.leesafo. org . :IF �. 708 Ni 1 . i = 1, AT O • I'� _ • ^ti , ,�� .• �kr �C •. � ...,,,,,,,.•G� � f4�.' 1 rry� n { + ` TC LL 20. 0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF REF R408-- 24100 DATE 1 D/1 9/ 1 6 DRW HCUSR406 16293843 HC - ENG SCN/WHK SEQN- 813069 DUR . FAC . 1.25 FROM RC SPACING 24. 0.1 J REF - 1 W2408 Z1 5 w r lU/LU/LUlb THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IS253I-broaOCK Kes10ence -- LOr I uiamona Janas Jensen beach, rL - HJ3A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.83 to 81 plf at 0.00 TC- From 0 plf at 0.00 to 68 plf at 4.18 BC- From 0 plf at 0.00 to 19 plf at 4.18 TC- 44.00 lb Conc. Load at -2.83 Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 2X4 0-4-0 3.18 3X6(++) III 2 4(A1) 2-9-15 (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1-.50. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162110.5"), toe nailed at Bot chord. I- 1-9-4 - 1-1-2-12- I -1-2-2 - I 4-2-3 Over 3 Supports R=284 U=363 W=10.564" R=51 U=87 0-1 -5 R=4 Rw=28 U=0 12-5-13 +11-10-0 1-5-5 +11-4-0 H Design Cr i t : FBC2014Res/TPI -2007 (STD) Ica %� •,,..,,; PLT TYP. Wave FT/RT=20%(O%)/10(0) 15..M.-F, Ryu IWO1. TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. V 1 �^ IIILI�I AN ITW COMPANY -•WARNINGI-- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI # -'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R Trusses rvquira e L eme aro in fabrieaCing. M1antlling. sM1ipping, installing antl bracing. Refer to an64 oil latest etllcion ofrBCSlc (Builtling Component Safety Information, by TPI antl ffCA) far safety proeeie� pri o Performing chase funcci ons. tlno h- arruchalla C--th ng .fiery breei ng per BCSI.r finless noceA oCM1 i tap cM1ortl shall have properly a t hatl st to rat sM1 aCM1ing antl bottom c artl sM1all have a properly a M1 rig itl con Ing. Locations shown f r permanent t rat restraint of webs M1all have b acing Instailetl pv BCS sections BD i or B10. as aappli cabolo.IsAppl y plates to ,g f16GA-Z tru Cantl posieion os shown abovo the faint Details, anlass n tetl ath rw a Rvfer to eraw togs 160A-2 fors antla rtl plate Positions. Alpine, a sion of ITW Builtling Components Group Inc. shall n c ba responsible for any tlaviation —A ❑rowing. anylfoilure to builtl the truss in conformance w1 CM1 ANSI/TPI 1. or Par hantlling. sM1ipping, InsCallatlon & bracing of trusses. i b O 708 1 = = i . = • v /i [�_' ^%, AR a •(�f� nc, . V I^� .,-• • G�� TC LL 20.0 PSF TC DL 15.0 PSF BC DL 1D .0 PSF BC LL 0.0 PSF TOT. LD . 45.0 PSF REF R408 - - 24 1 01 DATE 1 0/1 9/1 6 DRW HeusRaoa 7azssa%a HC - ENG SCN/WHK SEQN - 813625 2400 Lake Orange Dr., Suite ISO A seal on tnlw drying or c,v,r pwge Ilsting this tlr,wing, Inele-tos a, ptlmce eT prefesalon.l wnWlne,r Ing rospvnslblllty sololY Tor the tlaslgn shown. Tnn sulteblllty antl use oT eM1ls tlrering rar any structure Is N respana bu lty of - Bulltling Doslgnvr par ANSI/TPI 1 Svc.2. �/�i�A�-',�� 4/:I/ W.II�R1W1�! DUR . FAC . 1 .25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Zl 5 Orlando FL 32837 FL COA H0278 Far my InPormatlon s this Jab s gvnaral n s pogo antl these web ALPINE: wvrvi.alpincI cw. tom: TPI: www.tpin— —g: WTCA: www. sbcintlustry.cam; ICC: www.=Ica=: iccsafv.vrg 1 u/20/2u 16 � y li THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( "13b3"1-brddock Kesldence -- Lot -I Lliamond bands Jensen [Beach, FL - HJl ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-0 3.18 2 4(A1) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 0-11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5" toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"�, toe nailed at Bot chord. R=-81 Rw=55 U=0 11-8-130-8-5 11-4-0 --F- R=-63 Rw=45 U=0 �— 2-9-15 1-4-4 Over 3 Su orts R=294 U=199 W=10.564" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=2C%(0%)/10(0) 15 —WARNING I •• READ AND FOLLOW ALL NOTES ON THIS DRAWING 3. —111PORTAN'r— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c t eme ar In fabricating, 11n011ng, shlpping, Installing — bracing. Refer t —091 he latest otli tien efrBCslc(Builtling Component Safety Information, by TPI one WTCA) Tor safety praetleyT 11 V o Pa rfo rmi .11,aV funccianswntrostall__tta ra l ps aloe t, _d ry bracing per BCSe CS —I. Unless P—y ottao top cM1ortl sM1a M1 e properly a each etl st to F thing ant bottom chore shall have n properly a M 1 rigie ceiling. Locations she r permanent latera lares[r i t of webs shall h v b acing Installed pl �^ e<eions B3. BT - —1 as o plictht Apply places tlf oath f16OA-Z oar seantl position as shown ebcve IIILIrJI cha Joint Details. unless n potl otherwise. Refer co swings 160A-Z T antlartl place positions. Alpine, a tlivision of M D.iltling Components Group Inc. shall n esponslola Tor any dtviation —1 i ng, any failure to builtl the truss In conformance with ANSI/TPlbl, tpr Tor handling, shipping, AN ITW COMPANY instal lotion & bracing of trusses. A soil on this tlrrrinp br cover pspo Ilstlnp Chls tlrrrinp. Intllutar reuptsner eT proTrsrlonIs rllp lnrrr li rospons lbillty solely Tor eho tloslgn shorn. Tho sultsblllty end use bT this drering Tor any str—r. Is 2400 Lake Orange Dr., Suite 150 rosponslbinty mT the Bul lding Designer par ANSI/TPI 1 Sec.2. Orlando,FL 32837 For -ore informs this ,job s general n s pogo ant these web sits: FL COA N0278 ALPINE: www.,Ipinoi tw.com CTPI swww.tpl—t. erg; WrCA: www.sbcintlustry.tom: fee: www.Ic—fo..rg H. ,3,. ``QTY:1 FL/-/5/-/-/R/- TC LL 20.0 PSF 08 1 TC DL 15.0 PSF BC DL 10.0 PSF Qr BC LL 0.0 PSF 1 .••'��' TOT. LD. 45.0 PSF DUR . FAC . 1.25 AL. E� �t p OWN SPACING 24:0" Scale=.5"/Ft. REF R408-- 24102 DATE 10/19/16 D RW HCUSR408 16293868 HC-ENG SCN/WHK SEQN- 813241 FROM RC JREF- 1VV2408_Zl5 1 10/20/2016 .t � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kisust-broaOCK Kestaence -- roc I utamona zlanas Jensen beach, t-L - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 pif at -2.00 to 72 pif at 5.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 4.83 BC- From 20 plf at 4.83 to 20 plf at 5.00 Wind loads and reactions based on MWFRS with additional C&C member design. ++ STRUCTURAL FASCIA BEAM REQUIRED. SUPPORT AND CONNECTION DESIGNED BY OTHERS. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). R=116 U=110 RL=199 2X4 III 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. 3-1-12 1-8-4 0110 7-0-0 Over 4 Supports R=625 U=557 W=8" R=9 U=19 +4-11-8 1-8-8 +23-6-12 -+-23-0-12 +2-4-0 R=-138 Rw=137 U=71 2-2-8 Design Cr i t : FBC2014Res/TPI -2007 (STD) �.�+.I-A, H .. PLT TYP. Wave FT/RT=20%(0%G)/10(0) 15 ••• 3 ltj� TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. v V �� AN 17WCOMPANY 2400 Lake Orange Dr., Suite 1SO ''WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses roqulro c [ emo ` ere In fabrlceting, handling, shipping. Installing and bracing. Refer to n Z£oll edition oofrBCSI(Building Component Safety Information, by TPI antl WTCA) for safety prectie3 pri noted BCS to pchord ha theseaYun—p—ls. tlnstallsrsu<hall Psheath temporary brmcln9 per all Unless properly aothdFwl top chord shall have properly a [achetl tr t ral sheathing and boct chard shall M1ava a praparly "Ca rigid c iling. Lac i ns shown for per mananenlateral restraint of webs shall haves bracing Installed p BC sacYlons B3NFE�, B] or B10, as eppllcebl o. Apply plaits to each fallIfcru tantl Iasi tlon as itawnsabovo Gtl o CM1e Jolne Details. uNoss n tad otherwise. Refer to drawings 160A-Z fors andartl Plata Paaitlen Alpine, a tllvI, an of ITW Building Compon s Group Inc. shall n t bo responsible for any tl-1-1 on frotit drawing, any fallurt co bulltl Che cross Ineeonformanco with ANSI/TPI t, or for handling, shipping, Ins[allatlon S braeing of trusses. A seal on thl• draw or cover pap• Ilst lnW this drawing. Indlean• aedpnnc• of prefe••lon•1 M[Inw•rinp resPons'bllliy solely fur the tloslgn shown. The suitability and us, of thls drawing far any strut bra Is eh raspans lllty of the Building Designer per ANSI/TPI l Sec.2. •• yp 0. 708 ' S • € = t S AT O •/�� •r •(�/ Cr' w � ` 1 • �V f• .,,,,,,\,,. �� ., �S/p Al A� . .t (gf�`�{AL TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF gC LL 0.0 PSF TOT. LD. 45.0 PSF REF R408-- 24103 DATE 1 0/20/1 6 DRW HCUSR408 16294053 HC - ENG SCN/WHK SEQN- 815128 DUR . FAC . 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 _ Orlando, FL 32837 FL COA N0278 Far mars Information _I this Job's ganaral ne<os page and those web sites:•'�W ALPINE: www.aipincicw.cam: TPI: www. tpinst.,rg; WTCA: www.sbclndustry.com: ICC: — iccsafo.org 10/20/2016 ` �, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kia+ssl-aroaocK Keslaence -- LoL i ulamona aanas Jensen beacn, rL - GJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. R=58 U=56 24-11-12 1-8-8 R=6 U=0 +23-6-12 -+-23-0-12 2X4 III 2-0-0 1 3-1-12 1-8-4 �— 5-0-0 Over 4 Supports R=348 U=249 W=8" RL=189/-24 R=209 U=163 W=8" 2-2-8 Design Cr i t: FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,- 3 /° TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. **WARNING]** READ DWG FOLLOW ALL NOTES ON TNIS ORAYGI •'DRAWING IY•• PGRTAHTFURNISH THIS TOOALL CONTRACTORS CTOTORS INCLUDING THE INSTALLERS. TIC LL 20.0 PSF REF R408-- 24104 v V I L^ IIILI�rI AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 3278 FL COA k0278 Trusses ragvirI —1-1 care in fabricating, hantlling, shipping, installing one bracing. Rv£vr to en foil eelcion If BCSI (Building Component Safety Information, by TPI antl WTCA) for sa roty precti c'''444 pri o pe rformin9 1 2 functi°ns. tlnstallersuchal la perovitl° temporary bract n9 Par BC1 Unless nocetl oLh10'wY top chortl shall have properly a tachetl str Loral sM1eathing one bottom c10 shall M1ave a properly a M1 v rigie <eiling. Locations shown for permanent I c ral rescrainc of webs sM1all have bracing Installetl p 8G$ ections 60 B] or B as o Placable. .. R plates tm each cacao f trusstantl position as shown above V. �M1a Tnint Gatails, anlass n the otherwise. R°far to erawinga t60A-Z far = antlare plate pn=lilons. ° Alpine, a division of IT Builtling Components Group Inc. shall n i be rospmnsibly far any tlaviation r,, t awing, any failure to builtl CM1m truss In conformance with ANSI/TPI t. or far hantlling, shipping, n ta sllation & bracing of Crosses. Amwl on thif erwrinY or cbvrr'pfpo Ilrtlnp Nle tlnrinY. Intllewgr wewPbner of Drorrrsleml rnpinf.rinY r—ponsiblllty sale ly for thn ayslggnns _r ANSI/TPI ib lSlel°e2 gntl use If Uls tlrering for eny strue uro Is tti esppnslbn ley or tna can eing Dosl Far lIpi,ci c�! �omat TPI .e'i st-9;C WrCA: wam,.sti inn. y om ice siwcwwC.1ccsara.ar, ALPINE: www.a P � P 9� o, TOg 1 _ _ f a f t S AT 0 `, J. �� •f .f f v,y •"� G` (� f pws+ TC DL 15.0 PSF BC DL 1 0 . 0 PSF BC LL 0.0 PSF TOT. L.D. 45.0 PSF DATE 1 0/20/1 6 DRW HCUSR408 16294054 HC - ENG SCN/WHK SEQN- 815098 DUR. FAC. 1.25 FROM RC SPACING 24.0" JREF- 1W2408 Z15 I 10/20/2016 � f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. iIbobI-uroaOCK KesIOence -- Lot I uIamona Zanos Jensen beach, I-L - Value Set: 13B (Effective 6/1/2013) ITop chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bat chord. 4.5 r I ... 2X4 (A1) _ - 2X4 III (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 24.33 ft. from roof edge. R=179 U=85 4-11-12 1-8-8 —1 23-6-12 R=68 U=12 23-0-12 2-2-0 2-10-0 5-0-0 Over 3 Supports R=237 U=70 W=7.999" RL=74 ' Jy�µPllUgrll/gflN„gy,,y�i Design Cr i t: FBC2014Res/TPI -2007 (STD) �P;ti::•••• ' ,kiQ�%,4 PLT TYP . Wave FT/RT=20%(O%) /10 (0) 15 . •'� f3;T1(:1 FL/-/5/-/-/R/- Scale = . 5"/Ft. **WARNI NG I** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ' •' IMPORTANT*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •rS TIC LL 20.0 PSF REF R408-- 24105 Trussas �s �} p • O. 08 DATE 1 0/20/1 6 require e t eme arc In febrlcating, handling, snipping. in talIIng end brae.... Refor to antl'�oli tna lot st adition *1 OCSlc(Bulldi ng Component Safety In£<rmaclon. bysTPl'ane WTCA) far safety Prac[.Ce9 Prl 44 ( A TIC DL 15.0 PSF o pe r form ln9 cheseafunctlons. m rY bracln9 per BCS1. Unless noted oihe I cap eanentala provltle s DRW HCUSR408 16294055 v V clnstall < ore sM1al l nave properly a tacnee . t ral ... .ing ane bottom chh.I shal l haves a properly a . nd rlgld"colling. L.s tions shown for perm sera restrain[ of webs snail M1ave bracing Instaltad pe eCS : : = 0 BC DL 10.0 PSF r� �1 n �� \ II� lul \\�JI cclons B3, 13 or B10, as applicable. Apply placeslco each face of cru and posltlon as shown above a the JoI"t Detal ls, unless noted ......lee. Rafer to tlrawings 16OAA-Z farsstand—d pl fe posltlon.. y a S AT •� BC LL 0.0 PSF HC-ENG SCN/WHK LLL////�Ju��JI I IL—JLI Alpinc, a dI, is la. of ITW B.IIdi.. Lampa..... Group In<. shall n t ba resp,.,i hies £ any da�latlan £ramp tl rowing, any failure to build tha truss In conformance w1 SM1 ANSI/TPI 1, or for handling, shipping, .�A� �,►��k+ �(C '•••.....••'' AN ITW COMPANY instal IaClan 8 bracing a£ tra..a.. A thl• drawing or cover I.ating this drawing, Indicates G��apa TOT. LD. 45.0 PSF SEQN— 815096 asal on p.g• acceptant& of pref•eelsnal anglnearing raspans.bl I smaly ror Sha doslgn ..own. Tno su.e•bu Icr ane use or this Brewing far env structure .a en •� SlQNA1. responslblllcy of cha Building Deslgn.r ANSI/TPI 1 Sec.2.f11Rf:IfM� DUR . FAC . 1.25 FROM RC 2400 Lake Orange Dr., Suite 150 par SPACING 24. 0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 Far .... Informa[ian s this Job's g..... I notes pages and th... web sites.: TPI: WTCA: FL COA 90278 ALPINE: www,alpin.icw,com; www. tp.nst,org; www. sbelndustry.csm; lee: www. i cesafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - CJ5C) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) 2X4 III Lzz1-0-01i 3-2-0 1-10-0 5-0-0 Over 3 Supports R=314 U=127 W=8" RL=74 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 24.33 ft. from roof edge. R=123 U=66 +4-11-12 1-8-8 —1 23-6-12 R=46 U=12 *3-0-12 2-21-8 Design Cr i t : FBC2014Res/TPI -2007 (STD) �,��•..•••• , kQ`''4 PLT TYP. Wave FT/RT=20°/G(0%)/10(0) 15. ��•'Q�i ' /0-69,Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft. n L////TLTTu III IIL—JL1 AN ITW COMPANY 2400 Lake 0=ge Dr., Suite 150 ••WARNING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � Trusses ..quire . frame care In fabricating. handling, shipping, Installing and bracing. Far— to and all -a '—at eeicion of BCSI (Building Component Saf.ty Inf.rmation, by TPI and WTCA) for saf.cy practice IF, Pe.fo rmingliM1ese functions. ilnstallerspan.l I erovitle CemPorary bracing per BCSI. U...— notetl oche i top chord sha 1 have properly a —h— sir aural sheathing and bottom c — shall have a properly a to e rigid telling. Locations s .n (or permanent 1 t a restraint of webs shall 1,eve bracing Installetl pa CS " s B3, BT or 110, as applicable. Apply pl.teslto each fat. of tru and position as shown above a th. Jai— Dedtails, unless .—d otM1crwisa. Refer to tlrawings 16OAA-2 forsstandartl place positions. ', o Al pino. a ;visi.n of ITN Baild ing C.mpanents Grepp Ina. s 11 n t b. r^spansibl. ror any tleviation f.am tl.awing. any £allure to build th. truss in conformance with ANSI/TPI 1, or Par handling. shipping. instal lati.n . bracing .1• tru.s.a. A .owl on chid drwwinp or eovor gwgo II•tlnW NI• tlr•w lnp. Indlon. wcapewnu of prof••w lonwl alpin•wrinW rosponsibilley sololy for Cho d. 1gn shown. Tho sult.blllty .nd us. of ehls dr.wing far onY sVueture Is th ^sp.^slbnlcy .r tn. Bulltl In. Os lgnor par ANSI/TPI 1 Sa..2. �• '2 w• o. 708 1 • r; • • • /� !� /� • \ c .• I�� •�•�� ...... •p f ONA1. �tNP !%m�rtp1 H1 TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0 . 0 PSF- TOT. TOT. L.D. 45.0 PSF REF R408-- 24106 DATE 1 0/20/1 6 DRW HCUSR408 16294056 /1�� HC— ENG SCN/ WHK SEQN- 815094 DUR . FAC . 1.25 FROM RC Orlando FL 32837 FL COA 90278 Far m... inf.... ti.n s this Job's genoral s Fag. and i w.b 51tas: ALPINE: . alpinolcw.c.m: TPI: www.tpi—t. org; WrCA: www.sbcintlustry cwww.ic .- ICC: c—fa.o.g SPACING 24 . 0 " J REF - 1 W2408 Z1 5 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR -I3253"I-brooOCK Kesiclence -- Lot l Ulamond bands Jensen beach, FL - W3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 4.5 1 �— 2-0-0 — 1 13-0-0 Over 3 Supports,,,,I R=359 U=263 W=8"'EE RL=133/-29 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=57 U=58 24-2-12 1-5-8 R=43 Rw=60 U=24 3-0-12 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%D)/10(0) 15 '•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses rogulr* extreme car* in fabricating, Fandling. shlpping. Ins— 11"g and braeing. Rarer to ontl etlltlon of SCSI (Building Component Safety Information, by TPI ontl WTCA) for :*lacy practi—S f V o pe rPorml- these Functl*.y tln—d er ruchesll provltle temp^ra rY bracl n9 Per .12 Unless notetl Itop dM1ortl shall have properly a iacM1*tl st toI sh r1stg a e bottom chortl shall °ova a properly It - ,laid rolling. Locations M10 n for p*rmanen! lateral reslre lnt or w hell have braeing Installed pe �^ s*cclons 0D BT ' B10.sss^opplicabl o. Apply places co each facvoCP oar stand posltlofn as shown above 88 IIILJ�—I !hc Jolnc Occalls un lc tee vthc rw lso. Refer to tlrawings .GOA-Z r anea rtl platy p*sltlons. Alpine, a dlvlslon of ITW Bullning Components Group Inc. shall n esponslble T any dev latl on from tlrawing, any failure to build the truss in conformance with ANSI/TPIb1. ror for handling, shipping, AN ITW COMPANY Instal lotion s bracing of tr*::*s. A wa on this d—Ing or °over p•g. Il:ting this drowing, Indic—s stapwne. of Prof.sslonsI .nelns.rl rosponslblllty solely Tor Cho design shovm. The sultebllity ontl us° oT thls tlra.Ing for any :true urs I. 2400 Lake Orange Dr., Suite 150 respo^slblllty of — Building assigner per ANSI/TPI 1 s*e.2. Orlando, FL 32837 For * In(ormaelon s this Job's general It,, PISI and tees* web sites: I FL COA #0278 ALPINE: wx^a.alpincltw.com: TPI: www tpinst.org: WTCA: www. sbclneustry.com. ICC: www. I ccsafo.org H. �}jY:13 FL/-/5/-/-/R/- its TC LL 20.0 PSF 08 TC DL 15.0 PSF O BC DL 10.0 PSF BC LL 0.0 PSF •,,'�<v� �••'••�� TOT.LD. 45.0 PSF AL DUR. FAC. 1.25 SPACING 24.0" Scale=.51'/Ft. REF R408-- 24107 DATE 10/19/16 DRW HCUSR408 16293871 HC-ENG SCN/WHK SEQN- 813051 FROM RC JREF- 1VV2408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l Isusl-broaOCIC Kestaence -- L-Or I uiamona Z)anas Jensen Beach, rL - GJ"SA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.556' Lumber value set "136" uses design values approved 1/.30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 2-0-0 --gt-'--p 3-0-0 Over 3 Supports R=431 U=322 W=8" RL=133/-29 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=4 Rw=52 U=57 4-2-12 1-5-8 R=28 Rw=55 U=25 'rr23-0-12 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru... requlro v t amc ar in fabricating, ha'Iing, shipping. Installing antl bracing. Rof r — : cn. Iat.st edition IfrBCSlc(Building Campo. c Safety I-.. ... elon, by TPI antl WrCA) for safatycproeei e.6 I /\ Po r forming thus. funnptions. ra ry bra`- Per BCSI. Unloss not' ott tl h." Cop cM1a rtl shall have properly a tech.tl st ural snl antl boeeom chortl shall havo a properly aeea a ooccvmpo man.ntpla er.. rigitl tail ing. Lgcatlo s shown for per c al res— of webs shall have bracing insialletl po I.tl L�� f. s coons B3, BT or B10, s aoppli<able. Apply plows t ach fac000f c -antl position as shown above , CM1c Jolne Dotails, unless n cetl otherwise. Refer co drawings 160A-2 forss antlartl pieta posielons. A 1pinv, a tlivisivn of ITN Bulltling Component, Group Inc. shall c bo rcsponslble £or any tlavlation frde dl.—g. any (.tiara to build thv truss in conform.... with ANSI/TPI 1. or Tor hantlling, hippi.g. AN ITW COMPANY instal lacion & broth, or tresses. A .oa mn thl• dN.Iny or 1 r pay. I la ny thl. ar.riny Inme.b• •,open,• br prora•lon.lr�tgln..r ll vsponslbll ley soli' Tor Cho ..sign shown. Tho suitability .ntl use or I.ar..l.y ror any se uro la 2400 Lake Orange Dr., Suite 150 rosponslbl I iey or — BulIElna Ooslgner por ANSI/TPI 1 Soe.2. Orlando, FL 32837 For information s his Job's g.. al n s Pagv antl chess w sl ces: FL COA 90278 ALPINE: www.alpinoi[w.com; TPI: www. tpinsc.org; WTCA: www.sbClndustry.com; ICC: www.lccsafo.org H, 1 FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 24108 DATE 10/19/16 D RW HCUSR408 16293837 HC-ENG SCN/WHK SEQN- 813091 FROM RC JREF- 1VV2408_Z15 0 e It THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (-I.SbJ-I-brodOCK Kesloence -- Lot I uiamono Janas Jensen beach, rL - UJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. ++ STRUCTURAL FASCIA BEAM REQUIRED. SUPPORT AND CONNECTION DESIGNED BY OTHERS. R=198 U=149 RL=143 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=195 U=189 +4-2-12 1-5-8 _+_23-0-12 5-0-0 Over 3 Supports —� R=54 U=5 W=4.002" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 —WARNING]" READ AND FOLLOW ALL NOES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requires atereme taro In fabricating, haneling, shipping. Install Ing and bracing. Rafar to a e the latest atli[lon oT BCSI (Building Component Safety Information, by TPI and WTCA) for safety Practle.I pc rforming thasv fri—p ns. pr notee o tampora ry brac�n9 Pcr 111 ///\\\\ tlnscallvrsu t— .thid. hrVUnlass Cop cM1are shall have praparly a tachetl str t rest sM1vaChing one bottom chore shall h e a properly a . rigid calling. Loeatlans shown for permanent lateral rvstry. lnC of webs shall h vy. acing installatlt I V s co ons B], B] or B10, as aopplicablc. Apply Placers Cdo oath rac000i tr posit ivon as shown �� Cane Cho Jolne Oocolls, unless n tee otherwise. Rafar to swings 160A-Z forss aneare place posiClons. . �� Alpine, a tlivlslon of ITW Buileing Compon s Grvup Inc. shall n e bo rasponsibto f r any devletlon Tram drawing, any fy.11uro c build t russ In confo rmanco wl tl, ANSI/TPI 1. or for handling, shlpping, AN IT'W COMPANY instal lacion a bracing of trussy.s.t A cowl on thl• drwwing or covor pwgo Ilwting NI• drww lnp. Indlewtw0 in—Ptanew of profwawlonwl wnglnwwrl' rosponsibl llty sololy ror thy. doslgn --. Tho sultablllty end use of thin draw Ing for any aVORuro Iw 2400 Lake Orange Dr., Suite 150 raspanslbinty y.f thy. Building Doslgnar por ANSI/TPI 1 sao.2. Orlando,FL 32837 Far o Information s his Job's gon a1 nIt,, pago and thoso web sites: FL COA 90278 ALPINE:—,.alpinoi tw. tom; TPI: — epinse.org; WrCA: www. sbclndustry.cam, [CC; www.lcesofo.org H�k'Qi �r`QTY:1 FL/-/5/-/-/R/- TC LL 20.0 PSF 08 1 TIC DL 15.0 PSF w BC DL 10.0 PSF BC LL 0.0 PSF ATOT.LD. 45.0 PSF t"° DUR. FAC. 1.25 SPACING 24.0" Scale=.511/Ft. REF R408-- 24109 DATE 10/20/16 DRW HCUSR408 16294057 HC-ENG SCN/WHK SEQN- 815102 FROM RC JREF- 1VV2408_z15 1 It 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kI D0 -CIr000c1c RE'.SIOenGe -- LOL I uiannon❑ Janos Jensen beach, rL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"),.toe nailed at Bot chord. 2-0-0 1 IE 0-0 Over 3 Supports >l R=359 U=263 W=8" RL=133/-29 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=57 U=58 4-2-12 1-5-8 R=43 Rw=tiO U=24 3-0-12 Design Cr i t : FBC2014Re s/TPI -2007 (STD) gyp` w.... PLT TYP. Wave FT/RT=20/D(0%)/10(0) 15.•: •, QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. "WARNING I** READ AND FOLLOW ALL NOTES ON THIS DRAWING •"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •'.T TC LL 20.0 PSF REF R408-- 24110 //�\ / \ / V 1 IIII III�IIILJr--�1 III\\\\`VILIIIi IIILI�=r- IIJJ AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 Trusses require a Yreme care in fabricating. hantlling, shipping, Installing antl bracing. Rorer to antl�oll eM10 latast edi ciao of BCSI (Building Compon nt Safety Information, by TPI and WrCA) for safety praeeiC.W prl o Pe rfp rmin9 YM1<s< functions• c _1"11.lipanenhall Pr .thid, .q ra ry brasin9 Per BCSI. Dnlass noted ach o91 lop °Hare snali have Pr— -. a [ached s t rai ahcathing end bnttam chord sh. n bava a Properly rigid ceiling. Locaclons shown r perm tulateral restraint of web shall haves bracing InsCa11e0 pe BCS B3, B] or ""I as aopplicabl e. Apply plates to cash facn of crusstaandaposition as shown above G o the .lain[ Details, unlass n tad atha rwise. Rafar tp drawings t60A-Z for s d re place positions. Alpine, a tlivisian oP ITW Hulloing Companencs Group Inc. hall t ba responsible far any tleviaeion Prom'r tl swing, any failure to b Id the truss In epnfornancp with ANSI/TPI ,. or Par hantlling, shipping. installation a bracing arptrussps. A se.l on this tl.. g or dovor p.go Ilstlnp th 1• .Irw lnW. Ina le.N. seppt.ne. oT profws.lon.l englns.ring respgnslblllty solely for oho tleslgn shown. 7ho su lteblllty end use of this era.Ing Tor any structure Is N ...pens 1.1 l ley or In. Bulltl log Designer per ANSI/TPI 1 S-2. 0.708 1 • _ q S i • • AT, A % jw ^� r� t�,�w'P' •. `w Y....... !r S „yf/ Q\N\ TC DL 15 .0 PSF BC DL 1 0.0 PSF BC LL 0.0 PSF TOT. LD . 45.0 PSF DATE 1 0/20/1 6 DRW HCUSR408 16294058 HC- ENG SCN/WHK SEQN— 815100 DUR. FAC. 1.25 FROM RC Orlando FL 32837 FL COA , IS Far more Information s is Job's general s page and [hasp web =,Wes: ALPINE: www.alpineitw.com; TPI: www [pinst.org; 'MCA: www,sbclntlustry.com: ICC:—,.1.... fe.org SPACING 24 . 0 " J REF - 1 W2408 Z1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (Ib6b1-tsr000cK Kestoence -- Lot l Ulamond Jands Jensen beach, FL - CJ3U) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design -values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.00 to 72 plf at 3.00 BC -'From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.00 TC- 69.00 lb Conc. Load at -2.00 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6X6 2X4(**) III 3X6 Negative reaction(s) of -356# MAX. (See below) from a non -wind load case requires uplift connection. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 160 mph wind, 23.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 23.58 ft. from roof edge. R=-356 Rw=277 U=238 _+_24-2-12 1-5-8 —1 +23-0-12 R=-77 Rw=81 U=60 LI-2-0-0�-12-0-08 13-0-0 Over 3 Supports R=901 U=756 W=8" RL=104/-29 �� uulu rn�niq�,r Design Cr i t : FBC2014Re s/TPI -2007 (STD) PLT TYP. Wave FT/RT=20/B(0/D)/10(0) 15. 1�3`: fE •, QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI a —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, � �' TC LL 20.0 PSF REF R408-- 24111 Tru r.quir. c item. care in fabricating. M1antlling, shipping, Installing and bracing. Rofcr t and.11 the latest otl ion of BCSI (Building Component Safety In for..tlon, by TPI and WTCA) for saf.ty practice? p i w: o. 708 1 • - i r. TC DL 15.0 PSF DATE 1 0/20/ 1 6 /^\ / \ o performing tM1.s.afunctions. Llnstall.anenM1all Provide YcmPorery braein9 PerhBCsl. noted iop chord sM1allM1aveproperlya tachetl str total sheathing and bottom chord s IIveproprtySrigld L^B3aIn,55^pplicable. aUnless ceiling. Loc Lions shown for perm L lateral rostra Int of w.bs shell have br clog Installed plBCS Applypoo£ tru Lantl p.si[lon as shown above. a DeLalls, a le Led Refar to drawings 16— £orss andard plate Positions. - } �� O i BC DL 10.0 PSF DRW HCUSR408 16294059 - IILJ~1 inInG C.lso. Alpine. a division of ITW Building Components Group Inc. shall n t be responsible £or eny deviation from' M1 0, �/� ^� •.� �r BC LL 0.0 PSF HC - ENG SCN/WHK AN ITW COMPANY drawing, any failure Lo build the truss in ...forma....Ith ANSI/TPI 1, or £or handl Ing. shipping, 1.1lotion A bracing .£ t....... •r• �Ep •-.....•••''G�� °' TOT. LD. 45.0 PSF SEQN- 815142 A^.o.I on this dr.ring or e,vor p.g. II.ting thl. dr.rin., Indicat.. a—pt.ne. of prof—Ion.l .ngln..rin E� DUR. FAC. 1.25 FROM RC 2400 Lake Orange Dr., Suite 150 rosponsiblliey sololy r.r tho d_.G. ahow,l. Tho evltabllley and u . oT thl. dralring rot eny scruebaro Is tb responslbi llLy or = Dbllding W,Ign.r per ANSI/TPI 1 S-2. ' , NA �� 'g£/grBDIMN1W1ptMc0 SPACING 24.0" JREF- 1 W2408 Z15 _ Orlando FL 32837 FL COA 90278 For mot. information a this Jobs g... ra s pag. and these web www. tsits: ALPINE: www.alpin.i tw.com: TPI: pinst.org: WTCA: ..sbclndu t1y..om; ICC: vn.v. I .... ...rg } A, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 10001-DFUUUCK Ice51aence -- LDL I uIannuna Janas Jensen [$each, I-L - L:JI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B11 uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d"common nails(0.16210.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. PLT TYP. Wave AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 r FL COA NO 278 1 A 4.5 2X4(A1) 160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=-119 Rw=148 'V - 0-8-8 3-5-12 _T_ 3-0-12 R=-48 Rw=71 U=53 �— 2-0-0 — 1 1-0-0 Oifer 3 Su ports R=411 U=386 W=8" RL=79/-33 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(O%)/10(0) 15 •'WARNINGI'" READ AND FOLLOW ALL NOTES ON THIS DRAMINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses r,quiro a tram. care in Tab ricat ing, handling, sM1 ipping, Installing and bracing. Refer t at�sf :he latest .tlition oT SCSI (Building e..,, . nt Safaty Information, by TPI and WTCA) for safety pra ti .o performing tM1ese functions. Installers shall provide temporary bracing per BCSI. Unl.ss n t d 'cap chortl shall have properly a 1h.d structural sheathing and bottom chortl shall havo a properly Igltl ceiling. Locations shown Tor permanent lace rat rests ln2 of webs shall havo bracing cainstalletla ctlons B3, B] ar B10. as applible. Apply plates to each Tu os ace of irand pition as shown ebov n '.he Joint Details, unless 1—Idothe rw iso. Refer to drawings 160A-Z forssiandard plate positions. Alpine. a division of ITW Building Componen[s Group Inc. s 11 not be rosponslble for any deviation fsd awing, any failuro to build tho truss In conformanco with ANSI/TPI 1, or for handling. shlpping, nstallatlon & bracing of trusses. oal do thl• dnWing or cover pap• Ilatlng "I. draring, Indlcatas acdptanco or prgfaaalonsl anglnaarl sponslblllLy solely Tor the doslgn shown. Tho suleablllty entl use oT thls drawing Tor any stru.turo Is asponslblll[y of U Bul lding Doslgnar per ANSI/TPI 1 Sad.2. For more Information s tM1 job's general n s pogo and these web sites: ALPINE: www.al pinei[w.com: TPI: w tpin .Irg; WTCA: www.sbclndustry.com; lee: www. iccsafe.org H. .tM _' QTY: 31 FL/-/5/-/-/R/- F •••�I TC LL 20.0 PSF 1 s S TIC DL 15.0 PSF BC DL 10.0 PSF D t�Q BC LL 0.0 PSF .••G��1�ffi TOT.LD. 45.0 PSF �a• DUR.FAC. 1.25 SPACING 24.0" 10/20/2016 Scale=.5"/Ft. REF R408-- 24112 DATE 10/19/16 DRW HCUSR408 16293882 HC-ENG SCN/WHK SEQN- 813053 FROM RC JREF- 1VV240B_Z15 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - CJ1A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8, DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4.5 2X4( 1) R=-207 Rw=253 U=248 Negative reaction(s) of -207# MAX. (See below) from a non -wind load case requires uplift connection. 160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 3) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.16211x3.5"), toe nailed at Bot chord. 0-8-83-5-12 _ 3-0-12 R=-56 Rw=78 U=64 -2-0-0 --9L'-_-P 1-0-0 0 er 3 Su ports R=495 Rw=541 U=515 W=8" RL=83/-39 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(0°/D)/10(0) 15 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. —WARNING [•' READ AND FOLLOW ALL NOTES ON THIS DRAWING[ .� "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , •� : TIC LL 20 . 0 PSF REF R408-- 24113 Trusses raq"lr, I— eme care in fabricating, M1antlling, shipping. Insealiing antl bracing. Rofar to oNu toll — me latest edltl an of .CSI (Building Compon n[ sa re ty Info ... tI an, by TPI one WrCA) far safety praetlgC 0. 708 o Pe r formin9 1 h...funeci"ns. tfoI.scai anenhafl pravleo Cemparary bracing per BC51. Unless noted at s Ps S cop cM1brtl shall M1ave properly a cachaeis t al shcaChing antl baCtam chore shall have a properly d Hold calling. Lac Hans shown r par. t"lateral rastralnt of webs shall have hracing instollad *Ca s = TIC DL BC DL 15.0 PSF 10.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293838 v V Illl��r' AN IT'W COMPANY 2300 Lake Orange Dr., Suite 1$0 Orlando, FL 32837 FL COA 90278 .I or 110, as aapplicahle. Apply places to e1,g fac0Aof eor cane position es shown oba antl tna �alnt Dotal ts. "nlass n tetl ati,arwlse. Rofar to crowing. 160A_Z far== aneare plate pasltlans. Alpina, o tllvlslon of ITW Builtling Components Group Ina. shall n t bg raspbnsible far any davlatlan fs drawing, any failure to builtl the truss in coniormanco with ANSI RPI 1, or for hantlling, sM1ippin9. installation A bracing of crosses. A weal on thl. era or I— page II.ting "I. drawing. Indleato..eeop—ce of prof... tonal mglnw.rl rnsponsib., ty solely Ter Clio design shown. Tnn sultebllley one use or "is drawing far any struc[uro la ...;o,,Ibl llcy of Cho Outiding Designer Par ANSI/TPl T Soc.2. For moro Informatlan s this Job's general n s pogo and these web site: ALPINE: www.otpinoltw.com: TPI: www.tpIns ..rg; WiCA: vavw. sb,I,du ry.,.,: ICC: war . i....fa.org • . S AT O �V . az if ``��; �(�• '.Awu was• • •�il ss1Q �N �4{1fAL d„ `"'"n Ha""'� BC LL TOT. LD. 0.0 PSF 45.0 PSF HC-ENG SCN/WHK SEQN— 813093 DUR . FAC . 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kisusi-uroaocK Kesiaence -- L_oc i uiamona aanas .Jensen ueacn, t-L_ - LJ1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. ++ STRUCTURAL FASCIA BEAM REQUIRED. SUPPORT AND CONNECTION DESIGNED BY OTHERS. 160 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=131 U=110 4.5 0-8-83-5-12 3-0-12 2X4 (A1) - R=14 U=1 R=138 U=75 ++ 2-4-0 RL=88 T 13 0-0 Over 3 Supports j Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%D)/10(0) 15. "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requor. a r— ory in iabricaeing. handling. shipping. Installing antl bracing. Rvfar t nr / ^ the Intost edition ofBCSlc(Building Comp.. ne Saf.ty Inlornatlon, by TPI antl MCA) far safety praetI o pv r loan ing thosoafu"It lons. l ncM1clinanenhall Pr—thl eonpor.I, b— Per BCS1. '.less noted ot5a t cop chord shall ha.. properly a Gi e t t rot .M1aa[hing antl bolt.m eh hg. shell haw a properly ttt��t��$$..nnaaaac� r ogle evlling. Loc loons shown Tor per tulaot.. r.slralnt If webs shall hew bracing Instnlled 1 v V n C„ctions 83. B] or B1o. s —PP'' ,It, Apply places c ach T16OA-T lr tH.d position as shown ebav n a Joinc Datnils, unless n tetl otherwise. Refer to tlrowings 160A-Z farss ea re place positions. L�� N,�, IIII��rJi AN ITW COMPANY Alpine, a division o! ITW Building Components Group Inc. shall n t bo r.sp.nsiblo for any d-1.1,111 f*,E d rowing. pray (allure [o build the tress In conform.....IW ANSI/TPI 1. or for hantlling, shipping, instal Iaeion A bro.ing of trusses. A wool on thle drawing or coverpage ItaIng "is drawing, Indleatel a,mpt,nc, of profaawlonal anglnawrl sponslbi i ity aololy Tor — a iGn shown. Tho sultablI Poy and us. of this drawing for any structuro Is 2400 Lake Orange Dr.,Suite 130 spanslbl l icy of — But Wing Dosigner por ANSI/TPI 1 S-2. Orlando FL 32837 For moro Information s this Jo s '..oral n s pogo and N.se web sl[os: FL COA NO 278 ALPINE: www.alpinoitw.com: TPI: www.tpIn org; WTCA: w.wv. sb.induscry..om; ICC: vnrw. Iccsnfo.org H. .."I"" 4,a�3Q/''f4 QTY:2 FL/-/5/-/-/R/- F '. TIC LL 20.0 PSF 08 1 TIC DL 15.0 PSF - BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF DUR.FAC. 1.25 ALE�;•�` SPACING 24.0" 0"10 Scale=.5"/Ft. REF R408-- 24114 DATE 10/20/16 DRW HCUSR408 16294060 HC-ENG SCN/WHK SEQN- 815107 FROM RC JREF- 1W2408_Z15 10/20/2016 • CLR Reinforcing Member Substitution T-Reinforcerlent This' detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. rspecified on a truss design but On alternative web L-Reinforcement or reinforcement method is desired. L-Reinf. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. . Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Rein-P. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(K) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (>1.k) Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 100 (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab T-Reinf. L-Reinf. /� /1�� 17g L///`/ILIII O IILII�\\VVI II AN ITW COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 63043 4 --WARNING!-- READ AND FOLLOW ALL NOTES GN THIS DRAWING! ewINPORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`{ Trusses require —treme care in fabr!Cating,.handling, shipping, installing and bracing. ReFer to a-0 follow the latest edlt!on of HCSI (Huulalng Component Safety by a or pad SHCA) for safae_Aj. practices prior to performing these functions. Installers shall provide temporary bracing per HCSI• Unless noted otherwise, top chord shall have properly attached structural sheathing and button e—d shall have a properly attached rigid ceiling. Locations shown for pernanent lateral restraint of bdr shall have braPing installed per HCSI sections H3, H7 or H10, as applicable. Apply plates to each F. c� of truss and osition as shown above and on the Joint Details, unless noted othernise. Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITW BuildingConponents Group Inc. shall not be r esponslble for any deviation f'{p this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, in tollotton 6 bracingof trusses. A seal an this drawing or cover page listing this drawing, indicates acceptance of professional engineering respunsiblity solely for the design shown. The suitability and of this drawing For any structure is theresponsiblity of the BuildingDesigner per ANSI/TPl I Sect. far —re informotion see this job's general notes page and these web ws csaFe. ALPINE: a w.olpineitw.coni TPI; www.tpinst.org; SHCA: w w.sbeindustry.orgi ICC: w or9 `• �\ '• �• '� • �I ? p ', : y _ • pT ^ w F'1 V �. • r�fj £ O �• v ��n~•••..., �•••s•` '�,�� /,t7 / �� t `• /p �r�j „"V I` 16 'bfq '�Pf l `. U TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT. LD. PSF REF CLR Subst. DATE 10/01/14 DRWG BRCLBSUB1014 DUR. FAC. SPACING 1 10/20/2016 F � a, NOTE: Details (2) 1001 COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE: IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (3) lOd COMMON_ (0.148'x3') NAILS OR O (4) 10d BOX/GUN 28'x3.0') NAILS r\i 0 2x6 (MINIMUM) STRONGBACK, RESTRAINED AT EACH END. STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20'1 20' to 30' row (at center of span) 2 rows (1 at each 1/3 ohts) 30' to 40 3 rows (I at each 1/4 point Over 40' Space rows at 10' O.C. points) �,J ATTACH STRONGBACK TO BOTTOM CHORD W ►All scab -on blocks shall be a minimum 2x4 "stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 "stress graded lumber," No -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0" O.C. (max.) ► The terms "bridging" and "bracing` are sometimes mistakenly used interchangeably, "Bracing" is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, "Bridging," particularly "strongback bridging" is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce "bounce" or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ITH n°nnl�lmm�f (2) t110 - 3' SCRE4� a, STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES" `P.w..H;,k�"'%�.,� --WARNING!-- READ AND FOLLOW ALL NOTES UN THIS DRAVINGI ••• � �y TC LL PSF REF STRONGBACK ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to follow the latest edition of RCS7 (Building Component Safety Information, by TPI and sBCAI far safe • U 708 TC DL PSF DATE 10/01/14 practices prior• to performing these functions. Installers shall provide temporory bracing per BCSI.� Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom c have • BC DL PSF DRWG STRBRIBR1014 v V Q [] �� I\ jj shall o properly attached rigid ceiling. Locations shown for permanent lateral restraint of w= as applicable. Apply plates to each fa H7 or Details, shall have bra pCIngost ins t.I s per BCSIand sections the of truss and position os shown above and on the Joint Details, unless noted otherwise. _ = • _ •. SAT 0 BC LL PSF I�LIII�\\\\I�JI� AN ITW COMPANY Refer to tlrowings 160A-Z For stontlortl plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be re sponsble for any deviation frQ+� this drawing, an Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 9. : `� • tt�IIVC Q •• TOT, LD. PSF Y 9• PPimg, installation S bracing or trusses. + •w;�V. /C� w�•wwu A seal on this drawing or cover page listing this droving, indicates acceptance of professional w.w,•• DUR. FAC. 1.00 13723 RlverporlDrive engine �ing responsibility solely for thedesign shown. The suitability of drawingSuite QA' At Al. 200 Aand TPI for o structure Is the responsibilit of the Buildin ➢es( 1 Sec.2s g A�'�` N's r fN0 16 SPACING Maryland Heights, M063043 For n re information s e this job's general notes page and ,these web sites+ ALPINE: w w.olpineitw.co,; TPIe—Apinst.org; SBCA: www.sbcindustry.orgi ICG www.iccsofe.org 10/20/2016 If Commentary Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: • Helps to ensure level ceilings and floors after dead loads are applied. • Facilitates drainage to avoid ponding on flat or low slope roofs. Deflection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) ------------------------------------------------------------------------- Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers and other long spans that can appear to "sag," • Avoids "dips" in roof ridelines at the transition from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) ------------------------------------------------------------------------- Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations, ut11111Nu y��j�w•H.."',� ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! 3 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. °'` • zi v% REF DEFLEC/CAMB Trusses require e.trem, core in fobricoting, handling, shipping, installing and bracing. Refer to the latest edition of BCSI (Hullding Component Safety Information, by TPI and SHCA) far safe$ practices pricer to performing these functions. Installers shall provide temporary bracing per HCSIyT Unless noted otherwise, top have �� U %08 DATE 10/01/14 DRWG DEFLCAMB1014 v V chord shah properly attached structural sheathing onto bottom mar Shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of — • • ., �l jlI Q II—� O IILIII�\\V\l.11l IIL�� J or DRIC,et as applicable. Apply plates to each f shall hove bracing installed per HCSI sections the of truss and position as shown above and on the Joint ➢etoils, unless noted otherwise. • t •j [) AT O III Refer to drawings 160A-Z for standard plot, positions. O f1 • AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for deviation f this drawing, any Failureto build the truss in confornance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. w /w- ••j. < 1 wf 1/ t /C� \ ••�\� 13723 Rivelport Olive A seal on this drawing or cover page listing this drawing, indicates acceptance f professional ,engineering responsibility solely farthedesign shown. The suitability and use of this drawing ww'r•` /f 1(J� ^'' SUlle 200 For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ' � ILL v,1 16 Maryland Heights, MO 63043 Form information a this job's general notes page and these web sites: ALPINE: w w.olpineitw.con; TPI see SBCA: w w.sbcindustry.org; ICC: w .iccsufe. org 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ( 13831-brodocK Kesidence -- Lot "1 UlamonO Janos Jensen Beach, FL - A7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Negative reaction(s) of -318# MAX. (See below) from a non -wind load case requires uplift connection. 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT Ii, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [12] W4X8 S 1.25 [16] W3X10 2.50 R 1.25 5X6 = 4X8[12] - 2X4 III 5X8 = 5X6 2X4 III FF=R T 2X4 III 4.5 4.5 (a) 3X4 = 4X6 = 5X6 - 3X10[16] = 5X6 = 3X4 - 3X4 = 3X4(A1) - — 3X6(A1) z-0-o IE alE 7-8-0 alE 27-4-0 �12 0 �I 7-0-0 I 21-0-0 I 7-0-0 35-0-0 Over 3 Supports R=165/-318 Rw=185 U=235 W=8" R=1229 U=838 W=8" RL=156/-156 R=2392 U=1596 W=8" 2-11-8 �3-0-12 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%G(O%)/10(0) 15 �•. as /4 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING) ,� "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O• TC LL 20.0 PSF REF R408-- 24031 Trusses requlro c creme c... In fabricating, handling, shipping, I —[ling entl bracing. Refer c toll latest atlition of GCSI (GuiIE[ng Cvmpvn nt S.fety Information. by TPI entl WTCA> for s.f.ty pre tit prl ovpvrco rmin9 these func[ions. tlns[alleane�na`I provitlo temporary bracing pvs jCSl.r Unless noceOeetl- 1 e cop chortl sbal [ M1nv. properly . tvehetl sV [u .I sM1catM1ing entl boom cM1ord M1nl l nay. a properly t rigitl oiling. Locations shown for perm t l.[vral t.h t%Int of webs shall M1 ve b .clog Installetl $ a. T08 1 _ I = TC DL 15 .0 PSF BC DL 10.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293823 v V ANE LM AN IrWCOMPANY 2400 Lake Orange Dr., Suite 150 10 thn J.in B3. G7 .r Ini as a plicablo. Apply pl. <es to ..eh faccoof cru C ntl posi tlon os shown above no . e Jo c D.Cnlls. unless n eetl ocborwisA Rof.r to drawings —.1 forss nrda ra piaxv poll Clans. Al piny, a tlivislon of ITW Dulltling Components Group Ina. shall t bo rvsp...lbly far any dovlation fr6y tl row log. any fellurc co build CM1v truss In confo rmancv wIN ANSI/TPI 1, or for M1entlling, shl Aping, Ins[a[[acion b bracing .f trass.s. A eesl on thls drawing or cover pips listing this drawing. Indlestss —p-no. aT prof...lansl soglnssring rospons jollity eo[.ly for iho tloslgn shown. T/lo sulceblllty end use of tJ,Is drawing for any atruccura Is th vsponslbi llty of Vie Gal I'dOvsigner per ANSI/TPI , Soc.2. _ S AT • - . /� ��(F I'�- •�• C ,c�,'•..<_ 1 , .•G��' •�•"••• S �I N %ffl �IQ'Y ALNo BC LL 0.0 PSF TOT. LD. 45.0 PSF HC- ENG SCN/WHK SEQN- 813147 DUR . FAC . 1.25 FROM RC Orlando, FL 32837 FL COA 90278 F.r more inform.tion s v thls Job's general not,. page and these web It,,: al ALPINE: . p—itw.com: TPI: www.tpl—t—g: WTCA: www.sbcindustry.com: ICC:—.iaas.fo—I SPACING 24.0 " J REF - 1 W2408 Z1 5 Mrs � ... ..... ... .... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I, 13b31-t5ro00CK Kesicence -- LOr l ulamona JanCls Jensen beach, I-L - A7A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: Webs 2x4 SP #3 :W6, W8, W15 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [121 W5X8 1.50 L 1.25 [131 W4X6 S 1.25 [251 W3X4 2.25 R 1.25 [341 W4X6 2.50 R 1.50 Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 5X8 = 4X6[13] = 3X4 3X4 4X6(A2) _- bAULIZI — - "' z� o_o SS0919 160 mph wind, 24.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.23" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.49" due to live load and 0.95" due to dead load at X = 15-2-0. MWFRS loads based on trusses located at least 12.17 ft. from roof edge. 3X4 5X6 = 3X4 - 5X8 4.5 2-1 -8 34L 3X4[25] _ �23-0-12 H0912 =4X6[34] _ 'I' 2X4 III 4X6 (A2) 7-0-0 21-0-0 7-0-0 14-6-0 0 o_g_o 12-0-0 _6_8 7-3-8 35-0-0 Over 2 Supports R=1768 U=941 W=8" R=1606 U=818 W=8" RL=120/-128 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) y*``� H, '''k Wave FT/RT=20%(O%)/10(0) 15 �s '•03Y QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. 'WARN INGI H READ two FOLLOW ALL NOTES TO THIS DUDIN GI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` •• e v t TC ILL 20. 0 PSF REF R408-- 24032 1 Trassas r.g.ir, a trema ear. In labriea[Ing, hantlling. shipping. Installing antl bracing. R.I., t .,4 fall th. lat.st .dill," of BCSI (Builtling Component Safety Infor.aeion, by TPI antl MCA) for sarety prated s Pri r + o. T08 1 TC DL 1 5.0 PSF DATE 1 0/1 9/1 6 o p. r roan in9 thus. functions. shall Prh_ tempera ry bract ng Parnotedt i DRW HCUSR408 16293839 clns[eli. cop dhortl shall L... pr she —tat.hall he,Unless st ..Coral rhea— antl brie.. ch 1 s all h c n proper ate i j�E r igld ceiling. Locations shown for per..... t lateral restraint of w.bs shall havo clog Insialletl 7� = BC DL 10.0 PSF v V �� NM sacclons B3. 6T or B10, as oppllcabl e. Apply places co each facoeof tru and position as shown abov antl . the Joint Details. Bolas n e,tl ..bla. A. Raf.r to tlrawings fee. 16OA-Zof truss andartl pia[. PasiGens. Ponen P ospons any Alpine, a division or ITW B.Ildin Com is Grou Inc. shall [ be r Ibl. rrr deviation r P ; S AT O BC LL 0.0 PSF HC- ENG SCN/WHK AN ITW COMPANY yo t tl rowing, any fallow. [o bulltl�cho truss in .onTormanc. wl t1, ANSI/TPI 1, or for hantlling, shipping, Instal Ia[l.. A ....log f �� j � TOT. rf truss.=. A seal on this drawing or listing thls drawing. Intl l acceptance .•fr1�' .�' •e•en •w••• ` L.D. 45.0 PSF SEQN- 813133 - cover pogo d,Cas of professional englnssrin rosponslbill[Y s.lrly Tor Cho dual,. M.wn. Tie ..1-bllity and usr of this drawing far any structure is tll (` I rrNG *s"UN A1. DUR FAC 1.25 FROM RC 2400 Lake Omnge Dr., Suite 150 rasponslbl l lty .f Cho Oal lding Doslg.ar par ANSI/TPI 1 5ee.2. I dC`' . . SPACING 24 0 " J REF 1 W2408 0,1a1o,FL 32831 For mar. InTor.atlrn s this Jrb's g...ra1 n s page and thee. web sites: FL C AN027R ALPINE: wwx.a.plod es. tom: TPI: ..tpinsc.org; MCA: www.sbc industry....; ICC: www.lccsafe—, . - Z1 5 — .a, IL 1 U/2U/2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - AS ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :61 2x4 SP #2 Dense: Webs 2x4 SP #3 :W4, W6 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4.5 5X6[11] - 3X6[17] SS0712 = 4X6 [ 15 ] = 2X4 III T2 Negative reaction(s) of -452# MAX. (See below) from a non -wind load case requires uplift connection. 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. #1 hip supports 5-0-0 jacks with no webs. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W5X6 S 1.25 [151 W4X6 S 1.25 [16] W4X6 S 1.25 [171 W3X6 2.50 L 1.25 [191 W4X8 1.75 R 1.50 [291 W3X4 S 1.25 5X8 = 3X4 - 3X4 - 5X8 �— M 6�X4 III 5X6 7X10 - 3X4 - H0510 2X4 III 3X6(A1) 4X6[16] 3X4[29] 4X8[19] 1,2 ,O IE 7-8-0 BI 27-4-0 5-0-0 _1_ 25-0-0 �E 35-0-0 Over 3 Supports R=-452 Rw=221 U=0 W=8" R=3873 U=2409 W=8" 4.5 2-2-8 �3-0-12 4X6(A2) 12-0-° 1 5-0-0 _1 R=1700 U=1119 W=8" PLT TYP . 20 Gauge HS ,18 Gauge HS , Design Cr i t : FBC2014Res/TP I -2007 (STD) t+p' jtf � H Wave FT/RT=20°/B(0%)/10(0) 15r ••q3?'�/'�ti QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••WARNINGI SH READ AND FOLLON ALL NOTES ON THIS DRAtINGI ••IYPORTANi•• FORNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • � ' TC LL 20. 0 PSF REF R408-- 24033 Truss.s r,qulre c Creme earn In Tabrica[Ing. I.— Ing, shipping, Installing and bracing. Refar to arm Toll l.t.st coition of SCSI (Building Component Sa l.ey Inrarmati.n, by WI and wrcA3 !.r aaraty pra.tola pri o performing lunctl°ns. a rruct°11 Provido bracing per OCS.11 Unless notetl C Is r O.708 1 c TC DL 15.0 PSF DATE 1 0/1 9/1 6 tlnstall 1 h. top eM1ortl shall Lava properly a faehetl st oral shoathing ant bottom chord shall M1r.. . properly a "g and rlg d calling. Locatlans shown for permanent la[arol rcsVaint ai webs shall Lava braeing Installotl �C a = BC DL 10.0 PSF DRW HCUSR408 16293831 L V O r� p �� Ire\ II� AIlfl \\\IJI sections 83. BT or BID, as aappli—I.. Apply plates t. each face of tr...sand position as shown abov a ° th° .hint Data ns. unless n tad ath.—is.. Rafar to drawings 160AA-Z faanaard plat. pasltians. Alpine, a division of IT11 Bulltling Comp°n°nts Croup Inc, shall n t La rospanslbl. far any doulatlon f • 1. • S AT O �j l._ r BC LL 0.0 PSF HC - ENG SCN/WHK COMPANY tl rowing, eny Tailor. t. build the truss In conforms nc. wiiM1 ANSI/TPI 1, or for handling, shipping, ' �• •� _V AN ITW Inst.l lati.n S bracing .f tres=.a. A tln,ing II•ting ehl• dN�lnp •.�� .•�: •••wll TOT. L.D. 45.0 PSF SEQN— 813145 2400 Like Orange Dr., Suite 150 ao•1 on thl• or eoyr P•g• Ina le•N• •capune• of proi•••lan•J •ngln••f In r.spons lbllIW solely far the tloslgn shown. Th. aultablllty and use of M I a drawing far any structure Is ih i,anslb°e. l l lty IF ". Building D.slg..r par ANSI/TPI 1 S2. .+•• ,yyG {/NA� t� DUR . FAC . 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 _ Orlmdo,FL 32937 FL COA 90278 Far m... inf°rmati.n s this ,J°b•a g.n... I n s pogo and _1 w.b ALPINE: ..alpinci tw. com: TP1:—p—t.org: WCA: www.—ndustry.com; ICC: ww.lccsafo. erg ` • 10/20/2016 (13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - ABA 3-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense •T2, T3 2x6 SP SS: Bet chord 2x6 SP #2 :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :WB, W9, W18, W19, W20 2x4 SP #2 Dense: :W10 2x4 SP #1 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads -- --(Lumber Dur.Fac-1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at 0.00 to 72 plf at 5.00 TC- From 36 plf at 5.00 to 36 plf at 13.00 TC- From 72 plf at 13.00 to 72 plf at 30.00 TC- From 72 plf at 30.00 to 72 plf at 35.00 BC- From 10 plf at 0.00 to 10 plf at 15.17 BC- From 20 plf at 15.17 to 20 plf at 27.17 BC- From 20 pif at 27.17 to 20 plf at 35.00 TC- 362.25 lb Conc. Load at 5.04 TC- 137.36 lb Conc. Load at 7.09, 9.09,11.09 TC- 346.17 lb Conc. Load at 29.96 BC- 156.27 lb Conc. Load at 5.04 BC- 86.99 lb Conc. Load at 7.09, 9.09,11.09 BC- 854.77 lb Conc. Load at 12.94 BC- 788.00 lb Conc. Load at 29.40 BC- 151.97 lb Conc. Load at 29.96 Calculated vertical deflection is 0.67" due to live load and 1.25" due to dead load at X = 15-2-0. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). Laterally brace TC below filler @ 24" O.C. (or as designed) Including a brace on TC directly above both ends of filler (if no rigid diaphragm exists at that point) SS0712 - 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bet Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 160 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.14" due to live load and 0.25" due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent.live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [111 W3X4 S 1.25 [131 W5X8 1.25 L 1.25 [141 W4X6 2.00 L 1.50 [23W3X4 1.75 R 1.25 [351 W4X6 2.50 R 1.50 [361 W5X8 1.75 R 1.25 5X6 - 4X6[351 4.5 5X6 - 4X6[141 = 3X4[231 = 3X8 - 2X4 III 4.5 3X6(A1) = sx4LIII - aauala 2X4 III 5X8[131=3X6(**) III 2X4(**) III 2X4 III 3X6(A1) *3-0-12 � 5-0-0 _I_ 25-0-0 5X8[361 I 5-0-0 J I 14-6-0 o f8 io 12-0-0 a r$ ro 7-2-0 =I fE 35-0-0 Over 2 Supports R=2956 U=2841 W=8" R=3158 U=2985 W=8" 2-21-8 Note: All Plates Are 3X4 Except As Shown. PLT TYP. 20 Gauge HS,18 Gauge HIS, Design Crit: FBC2014Res/TPI-2007(STD) ,fir` Oy H, Vt Wave FT/RT=20%(O%)/10(0) 15 *•q3Y 'y QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. "IMPORTANT" FURNISH EA PO**WARNINGI** RD AND FOLLOW ALL NOTES ON THIS DRAWINGI TXIS DRAWING TO ALL CONTRACTORS INCLUDING TXE INSTALLERS. +� ' : • •• TC LL 20.0 PSF REF R408-- 24034 Trussas roquiro o tremo cars In fabricating, handling, shipping. installing antl bracing. Rorer to or Tall o. T08 1 tho letosc od ician of BCSI (Bullding Component snfaty Informaclon, by TPI one WTCA) for sbracy Pracotls pri r f' o [M1eso functions. tG�vporary bract BC51. Unloss TC DL 15 .0 PSF DATE 1 0/20/1 6 Pnrformin9 tlnstallersucM1all provitln ng Par noeetl C is [op chord sM1all M1ava proporly a tachetl ser tural sM1aathing antl boe[om chard shall Nava a proporly a r,�tl rigid calling. Laa^tlans shown for permanent latarol rostr - of wobs steal l haves bracing Inseallad 7�C A BC DL 1 0.0 PSF DRW HCUSR408 16294062 v V �� actions 83, B] ar B1O, as applicable. Apply plazas to oacM1 Ta woof for antl posiilon es shown ebav ntl a [ho Joine Oc[ails, unions n tatl otherwise. Rofar to tlrawings t6OA-Z lorsstontla re plate posltlons, a Al pine, a tlivlsion or ITW Ballding Camp^nanta Croup Inc. shall lot ba rosponsiblo for any davlatlan r • iJ AT F BC LL 0.0 PSF HC- ENG SCN/WHK y� awing, any failure to bulltl tM1a trans In conformances with ANSI/TPI ,, ar for hantlling, sM1lpping, �� : •� AN ITW COMPANY Instnl lotion & bracing of erussas. ff!///r, ` • •.y�,� •••••su TOT. LID. 45.0 PSF SEQN - 81 5220 A sbsl on chi• eruing or cover psgo II•ting ehls drsrlrig. Inelestes sae•pesnes eT prof•u lend snpins•rin rbsponslbillty oolblY for No tlmlgn shown. Tho sultablllcy ene usb br this erering for any hcruccurp Is th •••• �s/s/r�� C� DUR FAC 1 25 24O0 Lake Dmnge Dr., Suite l$D ^sponslblllc f late Bulleing Doslgnar per ANSI/T l , Sec.2. *r {/ �w Q . . . FROM RC Orlaado,FL 32837 For mar. Inrarmation s this Jabs genaral ^alas pages one theses wab altos: gjmpf°""'� SPACING 24 0 " J REF - 1 W2408 Z1 5 FL COA HO 278 ALPINE: TPI: www.al pinaltw.com: www. tpinsc.org; WrCA: www. bclntluscry. com; [CC: www.IccsaTo.org . -11,, • 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. tinji-orooOCK Keslaenee -- LOL I ulamona Janos Jensen beach, rL - 61 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. reI 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC Q 24" OC. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X8 = 2X4 III 4X8 = 9-0-0 i�E 23-0-0 Over 2 Supports R=1211 U=617 W=8" RL=158/-158 +11-4-0 Lz::2 - 0 - 0::.j 7-0-0 _I R=1211 U=617 W=12" Design Cr i t : FBC2014Res/TP I -2007 (STD) H � . PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 -•• '�/��`4,TY;1 FL/-/5/-/-/R/- Scale=.25"/Ft. f� V �� NM AN ITWCOMPANY 2300 Lake Orange Dr., Suite 150 Orlando,FL 32837 FL COA 90278 —WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] yT "111PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlro v ernme core in fabricating, h—di ing, sM1 1pping, Inscolling and bracing. Re tar t Zfoll latest ndltion or BC51 (Duiltling Component Safety Inrormatl on, by TPI and WTCA) for safety pro tic p I o verrorming ihasaa runctions. tlnchn nnannnna n provltlo evnpora ry brae ing per gLSL avenless notoo coih�'w lso top cno rtl sM1nll M1nve properly a [a a st aural sM1caiM1ing and bottom chortl shall h a proporly a h r lgid calling. Loe clans sM1own for perm C Intaral roseralne of webs shall havo bracing Installatl p BCS C„ccions BG, 07 or 610, ns eopplicabla. Apply Tlatns a —l"g raconor cru i position as I.n abovo tl o a Jolnc Octails, amass n cad otherwise. Ra or to wings 160A-Z fors lord plaza pen elen.. Alpine, a tlivision of ITN Builtling Components Group Inc. all n t bo responsible for any tlevletlon fretiC drawing, any failuro to build Cho truss In conformance wIN ANSI/TPI 1. or for handling, shipping. installetlon 8 brocing of tra..n.. A so.l en NI. dr.Ning or cov.r p.Ro Il.ting NI. dr..ln9. Indies"..eupUne. bT proT...lon.l lllnwrin rospons lot nee solely Tor Uo Eoslgn sho_. W. s..Ubl nl yl and ... or chin tlrewing for any .er ere In N rvsponslblllty oT the B.1. ding Dnsign— per ANSI/TPI 1 Sec.2. For mare Infermatlen . this Job•, goner.) nets. Page and -.So web .len.: ALPINE: www. a 1pinoicw.com; TPI: www.tpi—t —g; Wwnw TCA: .Sb.Indu ry.00 : Icc: www.lccsafo.org ' �s' 6. 7110 . 11J0 1 / g t S AT O �� f '['�V CQ .� 1 �` .. •'G� 'c N , I �'+ •• •' ' 't `'4~ff Al TC ILL 20.0 PSF TC DL 1 5.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 45.0 PSF REF R408 - - 24035 DATE 1 0/1 9/1 6 DRW HCUSR4013 1 6293895 HC - ENG SCN/WHK SEQN- 813684 DUR. FAC . 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 II_ & lU/LU/LU10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - C2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X8 2X4 III 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. 4X8 A r _1% �2-0-0_ �2-0-0: 5-0-0 ,I, 13-0-0 _I_ 5-0-0 _I I EE 23-0-0 Over 2 Supports _I R=1211 U=618 W=8" R=1211 U=618 W=1211 RL=130/-130 2-2-8 Design Cr i t : FBC2014Res/TPI -2007 (STD) H. ,� ¢+ PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 ,�' 3�/n`Q,TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. "WARNINGISH READ AND FOLLw ALL NOTES ON THIS DRAWINGI - .-IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20. 0 PSF REF R408 - - 24036 !�///^\\\V a AN ITW COMPANY 2400 Lake Orange Dr., Suite ISO Trusses 11qu11. a t — care In fabrlee[Ing. handling, shipping, installing and bracing. Rofer to ..J; I l the latest etlitlon of BCsI (Building Compon n[ safoty Information. by TPI and WTCSI for safety praetih I i o Perfoormi n9 [hose func[lons. [Ins[allaanenhall provide .G _d�ry 111e1n9 Per BC51. Unless no[ed o`h0'wl sap onartl dhoti na�a properly a tachetl st rural shca[hing and bot[um eM1urd sM1all M1ave a prop_ a hV rigitl c fling. Locations sM1own for perm t lateral restraint of webs shall Lava bracing Installetl p ecs sections 63, B] , B4O, as aopplieable. Apply plates to each faceooi [or Id"tl position as shown above d a the Joint Detail unless n [ed o t.. isA Rerar to drawings , If f Plato posi[la, Alpine. a division of ITW Building Components Group Inc. shall n [ be responsible far any de�latio. froti[ tlrawing, any failur. to build the truss in conformance with ANsI/TPI ,, or far handling. shipping. inswl laeion cing or trusses. &bra A oe.l on [hl. dnwlnp or eovor p.ya I1.tlnp thl. dnwln0, Indld.t...cc.ptmw oT proT...lon.l MRInNrinp rosponslbl l ity sololY for Uo 'Deign shown. The su leeblllty end use IT to is drew ing for .ny structure Is eh respansiblllty of ". Building Oasignor par ANSI/TPI 1 Sac.2. o. T08 1 : __ { t S AT O ,�.� .a: ��Cf w. . tip_ . G`�1 !• (t �. a � fT'O• -�� f U 1N `N[`,F� of/ IW TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF DATE 1 0/1 9/1 6 DRW HCUSR408 16293897 HC- ENG SCN/WHK SEQN - 813686 DUR . FAC . 1.25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 FL COA 90278 Far mar. Inr.... tian s chis ,jnW. ge ...I s pogo and th.s. wob sIt..: ALPINE: wvnw.alpinoicw.com: TPI: www. tPinst.org: W,CA: www.sbcintlustry.com; ICC: www.iccsafa.arg A l U/LU/LU 1 o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ,13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - C3) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC #1 hip supports 3-0-0 jacks with no webs. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [101 W4X6 S 1.50 [191 W4X6 S 1.25 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X8 = 3X4 = 2X4 III 5X6 = 6X8 4.5 4.5 2 *(A *1 1-4-0 4 4II X1) XI6 L:::2-0-0:�J �2-0-0:�J I. 3-0-0 _I_ 17-0-0 _I_ 3-0-0 ,I 23-0-0 Over 2 Supports _I R=1114 U=511 W=8" R=1114 U=511 W=12" �!!4 Design Cr i t : FBC2014Res/TPI -2007 (STD) ....;� k,Qf PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) 15. t�l�' •. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. /\ 1 IIIJ�I A �] L^ � N IE AN ITW COMPANY •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •'IWPORiANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses ire a t — arc in '.—Cahn antllin s I in instbllln and b aein Refer tb antl oll raga x r c g. M1 g, h pp g, g r =• chc latest edition of BCSI (Building Componan[ Safo[y Inlorme[len. by TPI antl WiCA) for afa[y prae[IeeS prl p Perform 1'9 iho.a functions. [ Insta llarsuchall provido [emporery bracing par BCSI. Unla.s notad mth L1G [oP chord .Fall haves properly a tach.d sir total shaathing antl bottom chard shall haves a properly a oat rigid tailing. Locations sM1bwn for perma nenC lateral restraint of webs shall havo bracing installed pa BCS Ch. J ns BD 8] or B10, as aepplicebll Apply places to oath faceeof iru [and posltlon as shown above ' Ch. Joint Details. unto.. n petl c.M1erwisA Rofar co tlrawings .C. .1 fors. and rtl pieta post [ions. Alpine, a tlivisian aP ITW Building Components Group Inc. shall n [ bo responsible far any davla[lan tram% drawing, any failure ca builtl the Yruss In conformances with ANSI/TPI 1, or for handling. shipping• M1 instal lotion & bracing mf trusses. D ' U. 7O8 '_ q AT O • , =" A� + •� (`4✓Q A • .• 4 '�••..n.w '•G`t�' TC LL 20.0 PSF TC QL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF REF R408 - - 24037 DATE 10/20/16 DRW HeusRaos lszsaosl HC - ENG SCN/WHK SEQN- 815225 2400 Lake Orange Dr., Suite 150 A —,I an this Cr..11 nO or tovor p.pa Il.tlnW tb 1. Cr.ring. Inalea— aeeapian,, of rare an .n=1n.•rinp rasponslblll[y sololy for eho daslgn sho.m. Tha suitablI lty antl use of thla tlrar Ina for any .true orb 1, eh rasp°n.lblll[y or u,g Dultdlag Ooslgner par ANSI/TPI ] SaC.2. t`.SIQ��` �! 4 F \�\ N1A DUR. FAC. 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 FL COA H0278 Far mare inrormaclen . this Jabs ganaral n . pogo and [ha.a wesb site.: ALPINE: www.alpincitw.com: TPI: cpins[.org; WTCA: www. cindustry.c ICC: ..i.... fo.grg ' - - 10/20 2016 ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - D1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 61 W4X6 4.75 R 1.50 6X8 2X4 III 11-4-0 III 5-2-8 3X6(A1) 2X4 III 5X6 (R) L-C2-0-0 13-0-0 _I_ 7-2-14 3-6-0 —1-1-9-0-1-2-0-2 —1— 12-11-12 20-2-14 Over 2 Supports R=1106 U=343 W=8" R=918 U=411 RL=197/-43 30g3114101 N,11U,/„ os x H Design Cr i t : FBC2014Re -2007 (STD),1% s/TPI PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15. 1� t: •. QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARN INGI*•READ AND FOLLOW ALL NOTES TO THISINCLUDING ••INpaRTAN!•• FURNISH THIS ORANING TO ALL CONTRACTORS INCLDDING THE INSTALLERS. �' TC LL 20.0 PSF REF R408-- 24038 Trusses requi.. c tremo cars in fabricating, h ndling, sM1ipping, installing and bracing. Refer t. and '.II th. latest ealcion of BC51 (Builtling Component 5afaty Information. by TPI and WTCA) for safety praetlee= p�yrpl w: o. 708 1 TC DL 15.0 PSF DATE 1 0/1 9/1 6 / \ o P.rcorming 1 oso functions. t ..h.11 at...t... I ah..do c.mpnrarY braein9 Par BC51. Unless notee oVha e@I tapcM1ortl sM1allhM1ave properly a tachvtl at to sheatM1ing a e I-- chord ah 11 M1ava a properly a i ; BC v/ \V 1 �^ IIIIJ�I rigid tiling. Locations shown f r permanent I rstraini of webs a..iI ha.. bracing in-tanetltpe Bey sections B3. B] or B10, as aopplicabl.. Apply plateslto e g fat oof iru tantl position as shown ab e ' the Joint D.tails. .nless n tvd athcrwise. Rafe, to tlrawings 16OA-2 fors- .nd.rtl pl.ta pesitienw. Z S AT O : , DL BC LL 10.0 PSF PSF DRW HCUSR408 16293836 pon s Croup Inc. s all n t be rosponsibl. far any d.viation from Alpine eivlsion of ITW Builtling Com00 drawing, any failure co build the truss inecanfa rmance wIthhANSI/TPI 1, or for handling. (� �. a 0.0 HC- ENG SCN/WHK SEQN- 813235 AN ITW COMPANY s pping. i -tal lati.n 8 prating .f tr.--e-. sic •...., �••'\� TOT. LD. 45.0 PSF _ Ansoal on thls drawing or eoyor page Ilating thls d...Ing, Indlcstsa se ptancs of profsasl coal anglnw lop rosponslblllty sololy for tho doslgn shorn. Tho sul[ebllity entl usa oT ihla tlr.rinB for any structuro Is U �4 �0N A•^ `�\1 'off DUR. FAC. 1 FROM RC 2400 Lake Orange Dr., Suite 150 resp.n-lblllcy .f th. Building Doslgnar por AxSIRPI 1 S.e.z. rMn 1pM► .25 SPACING 24 0 " J REF 1 W2408 Z1 5 Orlando FL 32837 For mo info ... tion - this J.b's general s paga and the-e wob -ita-: FL COA 90278 ALPINE: www..lpin.itw.com: TPI: www.tpinst —g; WTCA: wrw.sbcindustry.com: ICC: www.iccsafv. org . - 10 20 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1ijb3-1-brOCIoCK Kesicence -- LOr I Ulamona aanos .Jensen beacn, FL - UZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 71 W4X6 4.75 R 1.50 [15] W4X6 2.00 R 1.25 [16] W4X10 5.37 L 2.25 [22] W3X8 2.50 R 1.25 [23] W3X4 1.25 R 1.75 Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 3X6(A1) = H0912(++) _ L<2-0-0 4X1O[16] = (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6(R) % 2X4 III 3X4(R) [231 III 11-0-0 ,I, 9-2-14 3-6-0 =-1-9-0—Ic2-0-2--12-11-12 Ic 20-2-14 Over 2 Supports _I R=1106 U=364 W=8" R=918 U=427 RL=171/-42 4-5-8 11-4-0 Design Cr i t : FBC2014Re s/TPI -2007 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20/D(O%)/10(0) 15. 1� 7•: ��, QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. a NF� LM AN ITW COMPANY "WARNING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.A. Trusses require a t eme are in fabricating, naneling, snipping, installing one b acing. Rofer to ane-oll nc etlition ofrDCSlc (Duiltling Component Safety Information, by TPI one WTCA)rfor safety practice¢ 1p,. coperformingiM11, functioly tlnstallersuchall Provieo tvmPorary bratin9 pergC51. llnless no<ee ot✓� ep ebbre shag l nave properly a taahae sir =oral shearnmu ana bottom more shal l nova a properly a rigie telling. Locations sM10 n for permanent late rai restraint of webs sM1all M1avo bracing Installee pCS see[ions B3, RT or D,O. sssnaoppl lcable. Apply plates co each Pacvoof iru tone position as shown above =M1e Joint DC[ails, unle tee otherwise. Refer [o erawin s ,GOA-Z iorss antlare late sitlons. g p pa e Alpine, a eivi sion of ITW Duf1IIIg Components Group Inc. snail n t be responsible for any tleviecion tram awing, any failure to builtl the Ith ANSI/TPI i. or for naneling, shipping, inscallacion acing of trusses. & bracing o. 708 1 -_ = i Y = �� O •r��cy� ��• ft • •�� •qa•„s... •"' TC LL 20.0 PSF TC DL , 1 5.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LID. 45.0 PSF REF R408 - - 24039 DATE 10/19/16 DRW HCUSR408 16293856 HC-ENG SCN/WHK SEQN - 813233 2400 Lake Orange Dr.,Suile 150 A peal on thin Erarina or tbvbr pope Ilating thla Era.ing. Ind IC-8 —pt — or prefaaalpnal n101n••ring rospons:bility solely rer thb deal'. shown. Tho su ltablllty ana use of Uls drar in9 for any strueturo Is ti, rosponslblllty or — Du11AIng Daslgner per ANSI/TPI , See.z. S N A� �t gRlIIMH{Wyp DUR . FAC . 1.25 FROM RC SPACING 24.0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 FL COA N0278 Far mare information s this Job's general s pogo one theca web =Ito=: ALPINE: www.a 1pincl tw.com; TPI: www, tpi nst.org; WfCA: www.sbcineusery.com; ICC: www. l ccsafo.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, izozi-aroaocK Kesiaence -- Loc I ulalnono aanas Jensen ueacn, rL - us Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 4X6[15] —,,4X6(R) Ill H0912(++) _ 5X6 (R) \\\ 4.5 F— V -J -a 5 57'� 4X6[6] _ 4X10[161 3X6(A1) _ L<2-0-0 (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 61 W4X6 4.75 R 1.50 [151 W4X6 2.00 R 1.25 [161 W4X10 5.37 L 2.25 [221 W3X8 2.75 R 1.25 [231 W3X6 2.50 R 1.75 2X4 III 3X6[23] 3-8-8 3X8[22] = 3X6 III 9-0-0 _1_ 11-2-14 3-4-7 �1_10_91-2-0-2 — 12-11-12 >� 20-2-14 Over 2 Supports R=1106 U=387 W=8" R=918 U=439 RL=144/-41 H=H1 Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%D(O%)/10(0) 15.E l�•.' �� TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. /\ 1 �^ IILIrJI AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 —WARNING] " READ AND FOLLOW ALL NOTES ON THIS DRAWING] a ..IMPORTANT..FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. _ Trussos rogulr. ....... c ama ory In labricating, M1antllln9. shipping. Instolling and bracing. Refer to anr,ll chc In[ese n olrBC51`cBalltling Component Safa[y Infarnatlan. by TPI and WTCA) !or safety prav[le'� p I o Pchord ha cheso lunctlons. trnstaltorsucM1all provlda tanporory 11111n9 Per BCS1. Unless notiM oCh -wlpo tap chord shall hove properly a tachetl s[r [ural sheathing and Eoetom eho rtl shall M1ave a proparly a " rigid ailing. Loeatlons shown !or permanent lateral restrain[ of wah shall have bracing Ins[alled p BCs soc[lans BD B7 or 8n es aopplicthn—I..Apply pla[os to each fac oof truss.. d ,d pl t. as shown abovo 4 o cho Joint Dotells, unless n tetl Deno.. a Refer [o drawings IeDA-2 fors anaa ra plate positions. Alpine. divlslon o! ITW Building Compon s Group Inc. shall lot ba rasponslot. far any devlaelan frees drawln ras g, any fnllpro [o builtl cho t s In con(o rmanco wl[h ANSI RPI 1. or for hantlling, sM1lpping. Inseallo[ivn & bracing of [.asses. A eoel en tble tlnwlho or cover peoe Ilet lnp NIe tlrew lno. Intlleetee eedDtenee of profeeelone lrlmtuolDaerl"o rosponslbl l lty sololy for tho doslgn shorn. Thv eultablllty and use of this drewing for any se ro Is th responslbillty of Cho Building Daslgoer par Axsl/TPI 1 Soc.2. . y 0 708 1 C = : _ ' i S AT O a ,� •r '�� •1 ' . tj . �' ..• G� ,^r At /��Y �/'�Y �' �[\ 4*'l+febnlw� TC LL 20.0 PSF TC DL 15 .0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD . 45.0 PSF REF R408 — — 24040 DATE 1 0/1 9/1 6 DRW HCUSR408 16293867 HC - ENG SCN/WHK SEQN — 813269 DUR. FAC. 1 .25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z 1 5 OrlxndD,FL 32g37 FL COA k0278 Fer mars infarmatlen s this J,b•s ganaral not., pogo and `base web sitar: ALPINE: www.al pinvl[w.com: TPI: www. ipinst.org; MCA: aww.SbclnEustry.com; :CC: www. 1—ft-9r 1 11111� rl 10/20/2016 ( 13831—Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL — D4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W4X6 4.75 R 1.50 [19] W4X8 5.25 L 2.00 [21] W3X4 2.75 R 1.25 Laterally brace BC above filler @ 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler (if no rigid diaphragm exists at that point). 6X8 H0912(++) _ 5X6(R) \\\ 4.5 0-3- 5 57. TJ- 4X6[6] _ 7 4X8[19] �(Al L,zE:2-0-0 IE 7-0-0 3-4-7 T 1-10-9 T 2-0-2 (++) - This plate works for both joints covered. 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 3X4 = 4X6 _ 2-11-8 (a) *11-4-0 3X4 [21 ] 3X6 III 13-2-14 12-11-12 I< 20-2-14 Over 2 Supports R=1106 U=418 W=8" R=918 U=450 RL=118/-40 H=H1 PLT TYP. 20 Gauge HS,Wave �ptM,ansulnraf,+,r'�a Design Cr i t : F13C2O14Res/TPI -2OO7 (STD) ta� �8 ��!!.eH; k,Q''%•,� FT/RT=20%(O%)/10(0) 15.E 1.9 TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. //�\ / \ /�\\\ 14 �� ,� IIII1�� AN ITW COMPANY 2400 Lake Orange Dr., Suile 150 '"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlrc extreme care In fabricating, hanaling, sM1lpping, Installing and bracing. Rear to anaaloll the latest colt... of RCS] Cfiulloing Component Safety ].format..., by TPI a.tl wrcA, rar safety prate a. prl o porform ing these functlans. tlactallerruchall provltlo temParary braeln9 Per BCSI. Onless notetl ott h� tap chord shall have properly a t has st Cure. sheathing ana bottom cM1ortl shall havo a properly a ngla ccI l Inge Locations shown far Parmanc.t lateral restral.t o£ webs sh.' I Haut breeing installetl p WCS LhcYlons 63, RT or B10, $5s^oppl.cabl a. Apply plaits tltf Ia 9 tattoo£ ire Cana position as shown abovo tl a . Jo..t Deta.ls, unl tad atne rwlse. Refer to aw, ngs t6— forss a..lol Plata pslilan=. Alpine, a division oP ITW DuIltling Components Group Inc. h AN n t be responslblo for any aevlatlon iron drawing, any faller. to builtl th. truss In canto rmanca with ANSI/TPI 1, or for hantlling, shipping, Instaliatla. & bratl.g .f tr"==e=. A eoel on thl. dre.ing or eov,r pi Il.tlnp thl. an.lnW. Inelp.t.. eec.pt.nc. of prof.e.lonel •npinNrinp rosponslblllty solely for the tl.slWn shoe.. 7ho sulteblllty antl use of this tlre.ing for any structure Is th rasponslblllty of — Wulltling ooslg.er par ANSI/TPI T Sea,2, y rye 7108 '� ^,� i ? F • • 5 AT O • = ^A" • L. �•• ` ..� f V .f`� IQ Lr/O(yg. �\ a„ NA11UD�p, W TC LL TC DL BC DL BC LL TOT. LID. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R408 - - 24041 DATE 1 D/1 9/1 6 DRW HCUSR408 16293833 HC - ENG SCN/WHK SEQN- 813264 DUR . FAC . 1.25 FROM RC SPACING 24. 0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 FL COA H0278 For mart I.f.rmati.n = thls Jobs g..... I n = pag. ana those w.b . a lspas: ALPINE: wwwpinoltw.cam: TPI: www. tpinst..rg; W CA: www. bclntlustry.com; [CC: www.ic—f. erg r 1 �� 61 10120/201 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - D5 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS :62 2x6 SP #2: Webs 2x4 SP #3 :W8 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.00 to 72 plf at 5.00 TC- From 36 plf at 5.00 to 36 plf at 7.60 TC- From 72 plf at 7.60 to 72 plf at 20.24 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.03 BC- From 10 plf at 5.03 to 10 plf at 7.60 BC- From 20 plf at 7.60 to 20 plf at 20.24 TC- 362.25 lb Conc. Load at 5.03 TC- 137.36 lb Conc. Load at 7.06 BC- 156.27 lb Conc. Load at 5.03 BC- 86.99 lb Conc. Load at 7.06 BC- 706.92 lb Conc. Load at 7.60 7X10 sa 3X4 1) = 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE (101 W3X6 2.50 R 1.75 [161 W3X6 2.75 R 1.25 [171 W4X6 2.75 L 1.25 [181 W4X6 2.50 R 1.75 [211 W3X6 S 4.50 2X4 III 3X6 [ 161 = 4X6[181 = 3X6[211 III LeE2-0-0 5-0-0 ,I. 15-2-14 IE 20-2-14 Over 2 Supports R=2001 U=1356 W=8" R=1345 U=838 H=H1 ��uu(mnrurrr,„nn�,� Design Cr i t : FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=20%D(O%)/10(0) 15.E •.' �•• ��P' TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. f V IIIL.I�I AN ITW COMPANY ••WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ..IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlro c tremo care In fabrlcating. M1antlling. sM1lpping, installing and braeing. Rvfor to antlaloll latest etlltlan of BCSI (Bulltling Component Safety I.,...a- , by TPI antl WTCA) far safety prae.le PrI o Performing mesa functlonsW t lnstallerruchall prowl- temporary bracing per BCSI. Unless ..too othIhf top <h.,d s 11 nave properly a tachetl st tural eM1cat "g antl bottom chortl snail have a praporly attns ahe n for par mane..laBC 83BT or 810. ss^ ppllcablc. Apply plates .a a.cn fac000f tru Z.-Id plot. as 11. abovetl o the J... odi-i , an la tea otherwise. Rofcr to arawings t6- Porss tl rtl pwte pesltlana. y A 1p I. , a y sion of ITW Bulltling Components Group Inc. shall n t bo responsible Par any tlevlatlon £ron% 1 tlrawing, any lallury to bulltl tM1v truss In con£ormancc wltll ANSI/TPI 1, or for M1entlling, sM1lpping, Instal lotion & braeing of truasaa. e' y 708 1 O = = • 5 Al' O • �, • v : �� r I/''►♦ • (. A.••y/` , • V� /sF ..,,,,,... G�� TC LL TC DL DL BC ILL. TOT. LID. 20.0 PSF 15. 0 PSF 10.0 PSF 0. 0 PSF 45.0 PSF REF R408 - - 24042 DATE 1 0/1 9/1 6 DRW HCUSR408 16293863 HC- ENG SCN/WHK SEQN - 813816 2400 Lake Orange Dr., Suite I50 A seal on ehl• Eruing or cover page listing this tlrswing, Intllestss seesptsno, of proTuslonal sngln-Ing rosponsl bllley sololy for tho Coslgn shown. Thv sultebllMy antl usv of thls drawln Tor any structure Is th responslblllty of t. Bulltling Oos lg..r For ANSI/TPI , Bee.z. g ' s " DUR.FAC. 1.25 FROM RC SPAC I NG 24 . 0 " J REF - 1 W2408 Z1 5 _ Orlando, FL 32837 FL COA N0278 For mare I--... I.. s this jeb•e 9... ral n s paga antl thee. web a pee: ALPINE: www.al pinal.w.cem: TPI: tpinst.org; WTCA: www. sbclntlustry.c ICC: www.lccsa £o.org ' 1 .1 )ni?nnnu THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1-1-Dr—um RCJ I UCIIGC -- L L 1 u l amunu aanu5 Jensen neacn, rL - UO Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead .load is 1.50. 3X4(A1) LE�2-0-0 5X6 = 3X4 = 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5-0-0 _I_ 15-2-14 20-2-14 Over 2 Supports R=1100 U=466 W=8" RL=95/-39 2X4 III 4X6 R=916 U=458 H=H1 Design Cr i t : FBC2014Res/TPI -2007 (STD)'�•�. H . PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 �•• 3Rl` TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ^ V 1 �^ IIILI�I AN ITW COMPANY 2400 Lake Orange Dr., Suite lSO Orlando FL 32837 FL COA 90278 ""WARNINGISH READ AND FOLLOW ALL NOTES ON THIS CLUDI NGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a creme care In £abrlcating, M1antlling, shlpping. Installing and braeing. Refer i rToll !hc latest .tlitlon of BCSI (BUlltling Compon nt Sa£eiy InTormaelon. by TPI antl WTCA) Tor safety Pra !Ie¢ p I o pnrco rm ing the—p—ls. t l nstall ce^Uehafl prowlth ,g end.ry brad n9 Per SCSI. Unless notetico<h@1xl top eM1ortl shall have properly a Yaehetl sY !u al sM1catM1ing antl bottom chord shall M1ava a properly aCCie rlgitl el I Ing. Loc tlons ..... for perm ... lateral rstralnt oP web s 11 1,— braeing Installed p BCS tool.'- B3. B] - B10 — . pplltable. Reply plates to each facaoaf —u and rd pi..n as shown above d . the.lain! Oclalls. sole !etl atM1erwlse. Refer !a tlrawings 160A-2 far s antlartl Plate pnsltlons. Alpine. a tlivlslan of ITW Bulltling Compon.nls Group Inc. shall net be responslbla far any deviation Profit d rowing, any (allure !o nu11d the truss in conformance with ANSI/TPI 1. or for h.ndling, shlpping, i ea11ae & braeing .T trusses. Anne.I en ehl, or..ing ed cs or page Iletln "1. dr..1n Indicates ac osponslblllcy sgloly Tor iho Cosign sM1arn.° The sultebl°ic end use of Nls'tl� .io rTaf'wnongtl ang lnaarin` Y g Y dueture Is h ro P nsmnity or a Building Daslgner pee ANSI/TPI 1 See.2. Far mar. Information s this Job's 9... ral 11te, page and then. web ICC: 51tes: ALPINE: TPI: www.alpincltw.com: www. tpinst.odg: WTCA: www. sbclndustry.c.m: wvw.lecsaro.org ,' : ,. O T�8 1 . +i • g' t S AT O : t.� r �� (�/ .� 1 .f V /C l •p• �•••..,. G� . I 4— � �� " TC LL 20.0 PSF TC DL 1 5.0 PSF BC DL 1 0.0 PSF BC LL 0.0 PSF TOT. LID. 45.0 PSF REF R408-- 24043 DATE 1 0/1 9/1 6 DRW HCUSR408 16293870 HC - ENG SCN/WHK SEQN- 813614 DUR. FAC. 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 r , 0 10/20/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (, 13i531-t3rodock Kesidence -- Lot -1 Diamond Sands Jensen [Beach, I-L - U7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bot chord 2x6 SP SS :132 2x4 SP #1 Dense: Webs 2x4 SP #3 :W12 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 plf at -2.00 to 72 plf at 3.00 TC- From 36 plf at 3.00 to- 36 plf at 7.60 TC- From 72 plf at 7.60 to 72 plf at 20.24 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.03 BC- From 10 plf at 3.03 to 10 plf at 7.60 BC- From 20 plf at 7.60 to 20 plf at 20.24 TC- 109.34 lb Conc. Load at 3.03 TC- 56.73 lb Conc. Load at 5.06, 7.06 BC- 74.40 lb Conc. Load at 3.03 BC- 42.71 lb Conc. Load at 5.06, 7.06 BC- 642.64 lb Conc. Load at 7.60 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [101 W3X6 2.50 R 1.25 [111 W3X4 2.50 R 1.25 [121 W3X4 1.25 R 1.50 [181 W3X4 1.75 R 1.25 [191 W3X6 2.50 L 1.25 [231 W4X6 2.50 L 1.25 [241 W4X6 2.25 R 1.75 4X12 - 3X4[11] = 3X4 = 2X4 III 3X4[18] 6X10 - 4X6[24] 4.5 FR T 1-5 8 �11-4-0 �g� 2X4 III 3X6[10] = SS0712 3X6[19] = 4X6[23] - 2X4 4X6(A1) = 3X4[12] _ LE2-0-0 3-0-0 _I_ 17-2-14 20-2-14 Over 2 Supports R=1644 U=837 W=8" R=1185 U=576 H=H1 ��µalllulmrrinrny„ M ' Design Crit: FBC2014Res/TPI-2007(STD) �•��` PLT TYP. 18 Gauge HS,Wave FT/RT=20%(O%)/10(0) 15 TY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. "WARNING]•• READ AND FOLLOW ALL NOTES ON THIS DRAWIRGI •' IWFORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• � TC LL 20 . 0 PSF REF R408-- 24044 Trusses require a e emt era In rabrieaeing, M1andling, shipping, Insea111ng anC bracing. Rarer to anq}roll locos[ ce fan rrBCSlc(BuilCing Campo. nt Safety Inrormatlon, by TPI antl WTCA) rar sarety pra.ti.e. pri (~•• o. 708 i = TC DL 15.0 PSF DATE 1 0/ 1 9/1 6 /\ aeperfo rm ingi[heso functlans. tlnstallsrruchaln Proclaa temporary braein9 Per fiCSI. Unless noecC oachd-w ise cap chortl shall have properly a [achetl t t rat s aining antl bottom eh,rd sM1all have a Propa 1 H • ' = BC DL 10.0 PSF DRW L� rIgIG calling. Locations show. for permanent"I tarsi restraint of webs s n11 no bracing Instal etl p RCS sections BU .i or 810, as spplicaele. Apply plaits to cash f16DA-Z for [antl position as shown about C a [M1e .hint Details, unless n tetl otherwise. Refer to tlr.wings 160A-2 forss antlartl Platt paaltlena. Alpin., a tlivision of ITW Bullaing Components Group Inc, nail n t bt response bit for any Covlatlon froti[ S S AT O : /� BC LL 0.0 PSF HCUSR408 16293874 HC - ENG SCN/WHK Crowing, any failure co buIltl [h. truss in conformance with ANSI/TPI 1, ar for hantlling, shlppin g .�• `,�/C SEQN- 813827 AN ITWCOMPANY Inscallatlan & bracing of tra.=e=. .��.' •.,,,,,,,,,.••fir TOT. LD. 45.0 PSF A ss•I on this tlrsring or .over pails listing this drawing, InCle,tss •capt•neo of prof,sslen,l angln•,ring S DUR . FAC . 1.25 FROM RC 2400 Lake Olenge Dr., Suite 150 r..Panaiblllty sololY rar the Caslgn snore. Tho suitability and us. orenla Oraring for any _ru.tura Is ib rosponslbl I Ity or tnt Dul IUIng Dvslgner Per ANSI/TPI 1 Sac.2. ♦N ,44'rI/�� SPACING 24. 0 " J REF - 1 W2408 Z 1 5 011010 FL 12837 FL COA g027R r Far mere Information s this Jab's g...... n s pogo antl th.s. web altos: ALPINE: www.alpinoitw.com; TPI: www.tpl,,[ rg; WTCA: - sbcintlustry.com: ICC: www. It... ft.org e _ 4 1V/LV/LV10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 13831-Brodock Residence -- Lot 1 Diamond Sands Jensen Beach, FL - E1 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP Or wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 5- 2-0-0 J 14-0-14 Over 2 Supports R=820 U=222 W=8" R=628 U=229 RL=211/-43 H=H1 PLT TYP. Wave tuMaunnuurtw,hr Design Crit: FBC2014Res/TPI-2007(STD) rah _ gIM H. FT/RT=20%(O%)/10(0) 15 ••• B�/�`,TY:11 FL/-/5/-/-/R/- Scale=.375"/Ft. "WARNING] " READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a� '• : TC LL 20.0 PSF REF R408 - - 24045 /\ 1 �^ NIF IILI�1 AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA #0278 Trusses require cutrema care In £abrleating, haneling, sM1lpping, Inscalling entl braeing. Rorer to `roll the latest etllelon oT BCSI (Bulltling Cooponant Sa TetY InTormaclan, by TPI antl WTCA> Tar sa Testy practic� prl o pvrformlhe these run,,.rns. [Install v rruchall Provlth tomPorab1 braeing per BCSI. Unless notetl vth�wlso top thor0 shall Lava properly v rer p. st tural sheathing vntl ofCtam chord shall haves a properly att h rigltl telling. Locativns shown Tar permanvn< lateral restraint or webs shall have braeing I.stalletl P S Cheelan^ BD B] or B4O, as o plleab r Apply places co cash faesoo£ err C ntl posit losn as shown above tl a 0 .la t Daea�ls, nlass n <atl atLa rwlsa. Refer to Erawinga 160A-Z fares antlarE plaeo peal [Ions. Alpine, a Ol vlslon of ITW Bulltling Components Group Inc. all a be rospons ibly T any tlaviation rrotit tlrawing, any (allure to bulltl the errs In eonrvrmancv wlth"ANSIRPI ,. or far hantlling, sM1lpp(ng. lostallacion b braeing of trusses. A I soson thls tlrswlnp or *,or page Ilsting "J. Crewing. InElestes •eeopesncw of profoselon•1 englnoorinW rosponsl 1 llty sololy for eho tloslgn shorn. 'rho su leeblllty entl use of tM1ls Crewing for any strut uro la tL responslbi l ley or tha Bulltling Dollgnar per ANSI/TPI , Svc.2. For more information see this ,job's general n s pogo antl these web alto•: ALPINE: vn.�w. a 1p1relcw.com: TPI: www tpl.st.,rg; Wwww. s TCA: bcintlustry.c www. I ICC: ccsafv.vrg � 1 U 708 115.0DATE : __ • ' _= S S AT 0 // �� • `(PVC •• f l .•••V` •" �7 S(/ A "44/fr � "' TC DL BC DL BC LL TOT. LID. PSF 10.0 PSF 0.0 PSF 45.0 PSF 1 0/1 9/1 6 DRW HCUSR408 16293889 HC - ENG SCN/WHK SEQN- 813673 DUR. FAC. 1.25 FROM RC SPACING 24 . 0 " J REF - 1 W24O8 Z1 5 A • lulLulluib THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k-IJb3-I-t3roc1oCK Kesioence -- Lot -I Ulamoncl Janos Jensen beach, rL - tZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set l•1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. • Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 4X6 KMl`•l 5-2I-8 2-0-0 --J L 13-0-0 20 i41 14-0-14 Over 2 Supports R=820 U=228 W=8" R=628 U=242 RL=197/-43=H1 Design Cr i t: FBC2014Res/TP 1 -2OO7 (STD) PLT TYP. Wave FT/RT=20%D(O%)/10(0) 15. �1�`� U1ti111 J/t11Np�f��,y, as` �,��,..••H: ,�iQ'''�� •'� t� ' ;��P}�Y:1 FL/-/5/-/-/R/- Scale=.375"/Ft. v V 1 d L^ IIILI�I AN ITWCOMPANY ••WARNINGI •' READ /WD FOLLOW ALL NOTES ON THIS DRAWINGI a ••IWPONTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses raqulrn a eme are in fabricating, handling, shipping. installing antl bracing. Refer to and aI1 edition I, SCSlc1. ding Component Safety Information, by TPI antl WTCA) for safoty practi..S pri o Performing 1 h.v functir., tlnscallersucM1all Pravitle temporary bracing Per SCSI. Unless noted oche i� Cap chord shall M1 e properly a tachad sir coral sM1catM1ing antl bo[eom cM1ortl shall have a properly a rigid ceiling. Locations sho n for permanent lateral restraint of webs shall havo bracing insealletl pc eC5 the Joint Details, unless tetl otherwise. Refer co drawings 160A-Z f antler rtl Plato pasiti ons. saetlons B3tl B] ,. B10, asnaapplicable. Apply Places [o each f16DA-Z [dr stand posits. as shown aboveraa Alpine. a ivision of ITW Building Cempanen s Group In—sM1all "It be responsible for any tlaviation f m drawing. any l ilurc co build iha truss in canto rm.... with ANSI/TPI 1, or for hantlling, shipping. installetlon & bracing of trusses. '� w• 0. 708 1 — � '�' : r • r ; S AT O . • �• '�kf �• . .f •••-••;•••••G�� TC LL TC DL BC DL BC LL TOT. LID. 20.0 PSF 15.0 PSF 10.0 PSF 0.0•PSF 45.0 PSF REF R408-- 24046 DATE 1 0/1 9/1 6 DRW HCUSR408 '16293892 HC-ENG SCN/WHK SEQN— 813677 2400 Lake Orange Dr, Suite 150 A so•1 on this tlrswing or eovor p•po Ilsting thl. drawing, Indldatos sdeept.nea of -professional mgInw 1 dsponslblllcy Boldly for t.. Eosign shown. Thd sul tablllty antl user di this drawing for any ecru ur. is th rasp... I..lity of tba Banding Oaslgnor par ANSI/TPI1 sec. 2. I,,* j tN,l sroi�Ai. � �]R/4g1nM{WI1�� DUR . FAC . 1.25 FROM RC SPAC I NG 24.0 " J RE F - 1 VV2408 Z1 5 Orlando, FL 32837 FL COA #0278 For more information s this Job's gonara s page a thaso web sites: ALPINE: www.a.Pinci[w.com; TPI: www.tpinsc.org; ;CA: --Ind ICC: www.iccsafc.org -. r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T3i53-I-[SrocIoCK KeslOence -- LOL -I Ulamond wands Jensen beach, 1'L — E3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. ZX4(Al ) LIEE2-0-0 L. r R=820 U=234 W=8" RL=184/-42 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TIC @ 24" OC. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6 - 2X4 III 12-0-0 _ i _2-0-14 14-0-14 Over 2 Supports R=628 U=254 H=H1 Design Cr i t : FBC2014Res/TPI -2007 (STD) as• �,�..••••.:. PLT TYP. Wave FT/RT=20%(O%)/10(0) 15�0_0;rY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � Trussos require a emc era in fabricating, M1antlling, s"Ipping. Installing and bracing. R.— co .,of.,, etlitlon o rBC51`(Building Compon nc Sa lety Informatlan, by TPI antl gTCA) !or safety praeeleo4"prl to o Pahold ng [haseafunctions. br per SCSI. Unless notetl o=he l� Pr.0 doh,,th + p • Q. 708 1 .� ' TIC LL 20.0 PSF TC DL 15.0 PSF REF R408-- 24047 DATE 1 0/ 1 9/1 6 DRW HCUSR408 16293887 v V ///---��r1 ^ f� rl1. III II� I^` II� /�/J I Iu=J IUI \\vll AN ITW COMPANY 2400 Lake Orange Dr., Sidle 150 tlactal ananhall "g Irdary hold hold s"a.I Lava properly a t M1atls total .M1. ..tg ant bottom cM1 1 steal l bava a properly a t cS rigid ailing. Loc [Ions shown !or perm t lateral rescralne of webs shall bava bracing inscslletl p CS [ions 03. B7 or BIG. as applicable. Apply platers to each later of tr end position as shown abo— cha Joinca0ocnils, unless nocetl oche rvvise. Refer co tlrawings i60Ao-2 for seantart place positions, y o Alpi tivislan of ITW Ba tin Cam Graa Ina. s all n t ba r Ibla rot davlation from ' p g Ponencs P es Pans ens drawing, any failure co bulid'[h. toss i confer.....In ANSI/TPI 1. or for handling, shipping. Instailatien b bracing of ..ease=. g A .eel on tills drvIng or cover p.go Il.ting thl. dr..ing. Indicates .ee.pt.nc. of profws.lon.l ggln..rJ. rosponslbll ley solely far the tleslgn shown. The sultabillty and use or Ill, Is drs.ing for any set uro la ih rospunslbl l icy of the B.I Id ing Dos IS— par ANSI/TPI 1 Sac.2. 1 • : S AT ' ' . /� • c .A •f' C ` JC'� •...,,..•••''�t f,S�ONAL- �1 R/rybl lylM BC DL 10.0 PSF BC LL 0 . 0 PSF TOT. LID. 45.0 PSF HC — ENG SCN/WHK SEQN — 813671 DUR . FAC . 1 .25 FROM RC SPACING 24 . 0 " J REF - 1 W2408 Z1 5 Orlando FL 32837 FL COA 40278 t t Far mars information s this Job's general s page ant ehesa web =etas: ALPINE: www,alpinolcw,com: TPI: www, cpinsc.org: WTCA: www. sbclntustry.cam; ICC: www.lccsa la.org