The URL can be used to link to this page

388 11TH ST - TRUSSES OFFICE C0PY This document has been electronically signed using a Digital Signature. Printed copies without an original signature must o R��'�'® be verified using the original electronic j gtsIuw Alpine, an ITW Company ,�,,�w,A "^�. BP# 02e517_0/(4 2400 Lake Orange Drive Suite 150 Orlando FL 32837 �p,M L- BF, 1 [ingineering Certificate of Authorization Number:0 27 \,. at,f DATE a f r3 1 Florida Certificate of Product Approval#FL 1999 a�\...�\yGE NSC Page I of 2 Document ID:I W4C408-Z 1318132955 -.i �' :�� SIGNED Na.70�61 t Truss Fabricator: Accu-Span Truss Company �r Job Identification: 17002-/Cohen Res idence -Epic Custom hones -- 388 11 H 104 SS1VEETOA '� � -1.- (17002-/Coher Truss Count: li Model Code: Florida Building Code 5th Edition (2014) �Q *.:4"..0R19., Truss Criteria: TPI-2007(STD) r'tsl�(� �''�"••'': c\ Engineering Software: Alpine So ftware,Vers i on 15.01. 4 ONA Structural Engineer of Record: The identity of the structural EOR did not exist as of 44'r444,4111 Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 130 NPH ASCE 7-10 -Closed Notes: 09/18/2017 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust match the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As show on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: BRCLBSUB-CNNAILSP-STRBRIBR-DEFLCAMB-RIGINSRT-14015EC1-GBLLETIN- # Ref Description Drawing# Date # Ref Description Drawing# Date___1 1 05033--A01 17261391 09/18/17 34 05066--F02 17261351 09/18/17 1 2 05034--A01A 17261393 09/18/17 35 05067--F03 17261364 09/18/17 3 05035--A02 17261390 09/18/17 36 05068--F04 17261330 09/18/17 4 05036--A03 17261389 09/18/11 37 05069--F05 17261360 09/18/17 5 05037--A03A 17261396 09/18/17 38 05070--F05A 17261416 09/18/17 6 05038--A04 17261384 09/18/17 39 05071--F06 17261344 09/18/17 7 05039--A04A 17261395 09/18/17 40 05072--F06A 17261409 09/18/17 8 05040--A05 17261383 09/18/17 41 05073--F06B 17261425 09/18/17 9 05041--A05A 17261394 09/18/17 42 05074--F07 17261420 09/18/17 10 05042--A06 17261382 09/18/17 43 05075--F08 17261339 09/18/17 11 05043--A07 17261376 09/18/17 44 05076--F09 17261341 09/18/17 12 05044--A08 17261363 09/18/17 45 05077--F10 17261369 09/18/17 13 05045--A09 17261415 09/18/17 46 05078--F11 17261355 09/18/17 14 05046--A10 17261337 09/18/17 47 05079--F12 17261359 09/18/17 15 05047--A11 17261375 09/18/17 48 05080--F13 17261358 09/18/17 16 05048--Al2 17261403 09/18/17 4981--F14 17261357 09/18/17 17 05049--B01 17261392 09/18/17 50 05082--F15 17261362 09/18/17 18 05050--B02 17261356 09/18/17 51 05083--F16 17261346 09/18/17 19 05051--B03 17261353 09/18/17 \52 05 .4--F17 17261366 09/18/17 20 05052--B04 17261347 09/18/17 ; \e i %T:"�\$t8-S 8 17261361 09/18/17 21 05053--B05 17261345 09/18/17 \�.�p o��`t°"ee O$8A-F1 17261405 09/18/17 22 05054--B06 17261410 09/18/17 . 40 s° 00g0P( 7-4'II 17261331 09/18/17 23 05055--B07 17261399 09/18/17 y��G s�+�Q4.a�0el Q��Pu5!....o.$ 17261399 17261402 09/18/17 24 05056--B08 17261367 09/18/17) °Q o\°c�.4 o0 a41 �'' :9-711A 17261387 09/18/17 25 05057--001 17261417 09/18/1 0� Q�, 00°. ar i tJ 1509 3 $t' 17261354 09/18/17 26 05058--001A 17261338 09/18/17`ors- 0\1 0-AF?,�\ . 17261348 09/18/17 27 05059--0O2 17261401 09/18/17`00t. °�'a 6�.�1 0925- Fa ,�\ 17261349 09/18/17 28 05060--0O3 17261398 09/18/17t0* <0 05Nl3-¢26 / 17261421 09/18/17 29 05061--004 17261418 17261350 09/18/17 30 05062--001 17261342 09/1$117�� QkccO 63-'05095--FSa2�ti<,�6 17261333 09/18/17 31 05063--D02 17261388 09/i 1 ' 0 64 0504 5,. ". 17261414 09/18/17 32 05064--D03 17261404 09/1.1 QQOJ�Cp p 65 05097--F30 17261429 09/18/17 33 05065--F01 17261386 09/18 PQ �PQQpp ••. 05098--F31 17261334 09/18/17 9 This document has been electronically signed using a Digital Signature. Printed 4 copies without an original signature must+ j be verified using the original electronic ( / version. ' Alpine, an ITW Company e,,,.,�/^""'u""' J 2400 Lake Orange Drive Suite 150 Orlando FL 32837 `�f" I T /�",(y v Florida Engineering Certificate of Authorization Number:0 27 •. V Florida Certificate of Product Approval#FL1999 t' .'• �'CI ' '� 4� Page 2 of 2 Document ID:I W4C408-Z 13 1 8 1 3295 5 No.70�61 ti is Fabricator Accu-Span Truss Company d[ +' Job Identification: 17002-/Cohen Residence -Epic Custom hones -- 388 11 H S7VEET a� 17002-/Coher Truss Count: 104 'Q � � � Model Code: Florida Building Code 5th Edition (2014) d :• ORt0'../ 0. • Truss Criteria: TPI-2007(STD) '';A's(� ""•''� Engineering Software: Alpine Software,Version 15.01. 4.Ssf, BONA Structural Engineer of Record: The identity of the structural EOR did not exist as of rrtws Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 130 MPH ASCE 7-10 -Closed Notes: 09/18/2017 1. Determination as to the suitability of these truss conponents for the William H.Krick structure is the responsibility of the building designer/engineer of -Tntss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must retch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: BRCLBSUB-CNNAILSP-STRBRIBR-DEFLCAMB-RIGINSRT-14015EC1-GBLLETIN- # Ref Descri'tion Drawing# Date ;_# _ Ref Description Drawing# Date 67 05099--FTG02 17261335 09/18/17 1100 05132--CJ08 17261340 09/18/17 68 05100--FTGO3 17261412 09/18/17 101 05133--HJ01 17261374 09/18/17 69 05101--FTGO4 17261422 09/18/17 102 05134--HJ02 17261336 09/18/17 70 05102--FTGO5 17261378 09/18/17 103 05135--HJ03 17261168 09/18/17 71 05103--FTGO6 17261365 09/18/17 104 05136--HJ04 17261419 09/18_/17 72 05104--G01 17261413 09/18/17 73 05105--G02 17261428 09/18/17 74 05106--G03 17261380 09/18/17 75 05107--G04 17261427 09/18/17 76 05108--605 17261408 09/18/17 77 05109--G06 17261385 09/18/17 78 05110--007 17261165 09/18/17 79 05111--G08 17261377 09/18/17 80 05112--G09 17261371 09/18/17 81 05113--G10 17261423 09/18/17 82 05114--H01 17261424 09/18/17 83 05115--H02 17261352 09/18/17 84 05116--H03 17261343 09/18/17 85 05117--H04 17261381 09/18/17 86 05118--E101 17261373 09/18/17 87 05119--EJO1A 17261397 09/18/17 88 05120--EJO1G 17261407 09/18/17 89 05121--EJO1GA 17261400 09/18/17 90 05122--EJ02 17261332 09/18/17 91 05123--EJ03 17261411 09/18/17 92 05124--EJO3G 17261406 09/18/17 93 05125--EJ04 17261379 09/18/17 94 05126--CJ01 17261372 09/18/17 95 05127--CJO3 17261370 09/18/17 96 05128--CJO3A 17261426 09/18/17 97 05129--CJ04 17261166 09/18/17 98 05130--CJ05 17261368 09/18/17 199 05131--CJO6 17261167 09/18/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A01 ) Value Set: 136 (Effective 6/1/2013) 130 mph wind, 28.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 14.13 ft. factor for dead load is 1.50. from roof edge. 5X6 = 3X4 # 3X4 5X6 5X6 4- 6r- - 6�� r 11- -4 (a) (a) r 6 2X4 III 2X4 III 1-5-5 (a) (a) 1 ) fml * 22- -12 4X6(R) nl 5X6 - 5X8 = 5X6 = 3X6 m 3X6(A1) l<9>1 20-0-0 _I _ 22-2-5 ,J < 42-2-5 Over 2 Supports R=1704 U=151 R=1871 U=158 W=5.25" RL=199/-211 H=H 1 *HHintfnnufhr Design Crit: FBC2014Res/TPI-2007(STD) 4+4 M Ha "' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 1.3P,y'; � k�/�" TY:7 FL/-/5/-/-/R/- Scale =.1875"/Ft. "IMPORTANT** —WARNING!" UR ISH THIS MRA IFNGLTOWALLLL NOTES ON INCLLUDING THE INSTALLERS. " �s TC LL 20.0 PSF REF R408-- 5033 Trusses require extreme arc In fabricating. handling, snipping. Installing and bracing. Refer to an o e ho latest edition fBC51`(Building Component Safety Information, byTPI and WTCA) for safety Dracu t fp, a o•708 r 1 x TC DL 7.0 PSF DATE 09/18/17 o performing ha c av functions, l "structural provide temporary bo bracln9 dor BCSall unless noted occ , • _ to chole anallhh o Pons she attached t eras lateral re restraint and better mere shall have n•properly BC DL 10.0 PS F lisle tolling. Locations shave/or permanent lacerti react I t or webs anon hese bracing installed Cs 1 , DRW HCUSR408 17261391 ,4^ sections B3, B7 or B10. as applicable. Apply plates to each face of trusstang position as shown above a a II [FIN I a t-27,::.7.0:::::-.. he Jelnt Betalaa. 7:-7,-.-:::°:::7::.._::: nless n tee etnerwine. Refer to 7—:::.:6°:-:.:-:.:.":::::::::-.7:,:'::::; raanga 16°::rataneare Disc.Pesltlen, t S AT O 414.V. BC LL 0.0 PSF HC-ENG LP/WHK / I \VI I rawino .y f In or Ibu Bd the g usspononca orman Isn t bo rosdonalhan ror any epping,m rraG : •f a/VbCF Ing. any r o bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, ^Ie e�'w�:a♦a• `/Ar ♦ AN ITW COMPANY drawing, nation b c.aciny of trusses. /♦ �4 a TOT.LD. 37.0 PSF SEQN- 877266 A seal on this drawing or cover pegs listing this drawing. Indl captence of pro?sss lural engineering F4$ •. •a, a ,• responsibility solely for the eealgn shown. The suitability end use of this drawing for any structure le the I A'/l 2400 Lake Orange Dr..Suite 15(1 re'P°"sibiilcy or the Building Designer par ANSI/TPI 1 Sac.2. rh M'yiaM~AL ..Y. DUR.FAC. 1.25 FROM JB Orlando,FL 32837 For m is Job's general notes page and those web sites: 4 FLCOANO278 ALPINE: www.alpinel'te cosclTPI'waw.tpinst.crg: WTCA: waw.sbciraeustry.cea: ICC: sec Itteare.org William H.Krick Lic.Number 70:615PAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - AO1A ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 28.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent live load. areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 28.25 ft. factor for dead load is 1.50. from roof edge. 5X6 3X4 o 3X4 5X6 1 5X6 6r 11- -4 (a) (a) 6 3X4 0 2X4 III 2X4 III (a) 1-5-5 1 I r " ��' 22- -12 4X6(R) III 5X6 - 5X8 = 5X6 = 3X4 m 3X6(C6) 3X6(C6) 02 20-0-0 _I_ 22-2-5 J 42-2-5 Over 2 Supports Dl R=1754 U=15 R=1819 U=12 W=5.25" RL=199/-211 H=H 1 pwommirl.,4 Design Crit: FBC2014Res/TPI-2007(STD) \\ H. k w. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 0,4:;.\0f0�VIQTY:3 FL/-/5/-/-/R/- Scale =.1875"/Ft. ••WARNINGIe• READ AND FOLLOW ALL NDTES ON THIS DRAWING, j' N ,'cam TC LL 20.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 5034 Truwsow ,• r edition of Safety Information. TPI WTCA fors.fet ror[ o.708.1 to Y by ) n`rattle prig. i TC DL 7.0 PSF DATE 09/18/17 chord shell true rl sheathing ngwand ry tom chord dor RCS,. Unless a as stn , cop more anvil novo properly attached. al lateral ming.nt bottom cbhal shall have a Properly t rigid coiling. Locationsshownror permanent latera rea[ranc or.Dos when have bracing Installed P BCs: BC DL 10.0 PSF DRW HCUSR408 17261393 .4^ �Q` xtlon^18J, 87 orngl0.wssnopplluble. Apply Places[o ee h race`fro at ne position as Mon above e e II J I o JOn c Decal le, applicable. Rorer,es to eacba,BOAof r PLon ps shown . �a SI S AT e 0 e $ -y t, BC LL 0.0 PSF HC-ENG LP/WHK I tAI PI«, a ria ao r IA Bulla,g Co.ponon s Group Int. sbaln rp rap«alone Ion any eevletl«fro CwB�: �� ' • ��/�'4 .Ing. any fbllora co belle[no[ruga nn conror.ance wrtn AHS,/TPI 1,`or ror naneling. whipping. oo^ t` �•ll TOT.LD. 37.0 PSF• AN ITW CO MR4NY eimcalnation b brecing of trusses. Is veva('� A seal on this Crewing or cover P.B. listing this droning. indicates ae..ptance of pr.f..slonel engineering •,,s C v`� S EQN- 877269 responsibility solely for the design slow,. The w1.1)1 i icy one use of this Crewing for any structure 1•the 2s. /ONAL`. 0 responsibility of the,Bullring Designer per ANSI/Tel 1 Sec.2. g1y M l��tgltt` DUR.FAC. 1.25 FROM JB 2300 Lake Grange Dr..Suite I5O Orlando.FL 32%37 Tor ae - Ion Rob a genorel n .fogs.ne three nob FLCOA#027% ALPINE. w .slpinolltw coo: TPI~won.cvbmv pinsc.org; wrCA: w .scluny.co.. ICC, n..iccesfe.or PACING 24.0" JREF- 1W4C408 Z13 ' w B William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A02 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 27.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense :T3 2x6 SP #2: psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 13.98 ft. factor for dead load is 1.50. from roof edge. 3X8 III 5X6 5.--.-.5X6 3X4 011 13 /' r 6 3X4ft 5X6 5X6 10-1 -3 tt (a) (a) ., 6 2X4 III 2X4 III — (a) (a) 1-5-5 L I — -- -4-12 r1 4X6(R) III 5X6 = 5X8 = 5X6 = 3X6 = 3X6(A1) L.1sgi I— 18-9-12 2-4-8 —I, —I— 21-0-1 J Ec 42-2-5 Over 2 Supports =1 R=1704 U=150 R=1871 U=158 W=5.25" RL=187/-200 H=H1 ,swooMininwNrrr y` Design Crit: FBC2014Res/TPI-2007(STD) kNIrs •••••:,k,j': PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. `Q6rK�$1�E}'..-1`0TY:2 FL/-/5/-/-/R/- Scale =.1875"/Ft. ••WARNINGI•• READ ND FOLLOW ALL NOTES ON THIS DRAWING! ••IIFORTANT" FURNISH THIS DRAWING TO ALL CONTRACTONS INCLUDING THE INSTALLERS. i _ TC LL 20.0 PSF REF R408-- 5035 Traew%rogairo• em. are In f.rltaing, handling. Mlpp,ng. n tel Ing and b atllp. R.r.r to.nd alio.; 0.708.1 - TC DL 7.0 PSF DATE 09/18/17 no edition ofr BCSl (Bonding Component Safety Information. by TPIand PICA) forsafety practice prier* Ting ose o pchordtshall havaC unctions. Installers structural rl provide sheath ton POC ry tomc bracing per BCSall e a pr noteperly att. elk , cap c shall have Pr oporly etc u al abet tb lrp end bottom chord shall have•Properly t R rigid ceiling. Locations shorn for permanent 1 1 restraint or webs all have bracing Installed po C6 BC DL 10.0 PSF DRW HCUSR40a 17261390 l sections G3. B7 or BIG. as applicable. Apply plates to each face or cru and position as%bawl ahoy.a+ S AT a O - ._ 11,-)1]N I ; the,tint Detalla. unlet%noted otbornlae. Barer to draeing%,6DA:2 ror,tendard plat.poaleV n` fr •"�4,Qf BC LL 0.0 PSF HC ENG LP/WHK Alpl no, a dl Yl tion of ITW Building Campononts croup Inc. Mal rwt ba responsible ror any d on �.VA. C drew lrg, any!ailuro oc ro.sn:.irass In conformance rlth ANSI/TPI ,. or far bend ung, shl ppirq. `�A. .< •,'i 7,.... *, TOT.LD. 37.0 PSF • AN ITW COMPANY Instal letion B bracing (t...........4›, A wool on Chis drawing or over page listing tots drawing, InO1c•e•••oe.pt•ne•of pror,••len.l •ngln••ring •�ul PON A1 [ S EQN- 87 7069 o•pona blllty solely for the design shown, The sulUblllty and use or Ch1.drawing for soy structure 1•the •M oIrflh• w op"�N e► DUR.FAC. 1.25 FROM JB 2400 Lake Orange Dr..Suite 150 responsibility or the Building Designer per ANSI/TPI 1 S.a.i. NrNRr/gH,MM , Orlando.FL 32837 Far mora inrar.et too I%,that ganar.1 r %p.ge. tM1aaa.eb FLCOA NO 278 ALPINE: mwo.sipIoelo.cam: TPI'www cpinst.oro: WTCA: www.nbcindootm y.ca : ICC, ww.Icosafo.org William H.Krick Lic.Number 70 61SPAC l NG 24.0" JREF- 1W4C408_Z13 O9/I S2U 17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A03 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 27.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :B3, B4 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 13.73 ft. factor for dead load is 1.50. from roof edge. 5X6 - 5X6 s 3X4 0 3X4 0 5X6 6 r (a) 5X6 0 (a) (a) 1111111111Prs B 9-1 -3 2X4 III 2X4 III '_ (a) (a) 1-5-5 _L Y f 63 64 * 22- -12 4X6(R) III 5X6 - 3X4 = 5X8 - 5X6 - 3X6 = 3X6(A1) 19-1 I! 16-9-12 -J., 6-4-8 ,I_ 19-0-1 J F< 42-2-5 Over 2 Supports R=1701 U=153 R=1860 U=161 W=5.25" RL=168/-180 �tAttt,N It l INfI IN I/Ir H=H1 ,�dT �A H .,,yr Design Crit: FBC2014Res/TPI-2007(STD) $�\\,,\Q`...•••.'..�iQ`':4 PLT TYP. Wave FT/RT=O°%(0%)/0(0) 15. Y3`QS'K�3,1I}'e�OC}TY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. '•WARNINOI" READ AND FOLLOW ALL NOTES ON THIS DRAWIMGI y3 ••1! TC LL 20.0 PSF REF R408-- 5036 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Truems ropulro° o.° er n fabricating, Hanel mg. Nipping. Imteil�ng.na bre<Ing. Re.er to ena '""I "8.1 - TC DL 7.0 PSF DATE 09/18/17 0 otliclon orrBcsl"(ep ueing co.pononc s.racy Inror.etlon, by TPI ane wicq ror e.racy pr.cclte prion �� parror',ng tM1oeaV runctl°ne. clec`ollarrucc'aloe vlao coepor.ry brat ing por BCSl.recnlose nocotl o ce o • • - top c ell M1 °pr°porly.c M1 a c u M1 etM1ing ane botcaw c ore eM1ell b •propor ly a tt gle":a Ing. Lwalene,ne.n ror e,trant pr.pba sM1.,I M1.ve b Ing ,net.,lee`pe GB BC DL 10.0 PSF _� '�0��N ; CaBa. 4,a�ppl It,bl°o. eApply pia°alt° °f,t,ne � aT 1 O . DRW HCUSR408 17261389 ° ° t Dpt I tea gt9 r Rorer tp ereange,AGA_= .nee plate Pp.IU.ne. % I<<�� BC LL 0.0 PSF HC-ENG LP/WHK I Al p�no, s tllvl,Ion of ITN Bullaing Co.ponon is Group Inc. ell Hoc o osponelblo/ any eovletlon rraw 4v.„0„'••. , ,'.•• tlre.ing, any rsiluro cob le o cruse In<onror.enco ::ANSI/TPI:,, or for M1enel�ng. eM1l :., I• • AN ITW COMPANY .netel lat.on U bracing oftrusses. F' ••••'�••. � TOT.LD. 37.0 PSF o:eal onl`hlety di-swing dr:ing<r cover design listing this ;:drawing. Indlemtey and ::.co:: of...o...la ony structure `�'r/ONAI '1 X SEAN 877260 24(Nl Lake Orange Dr.,Suite lSn responsibility or the Building Designer per ANSI/TPI 1 Sec.2. rTYN MMIHM0TIdt OUR.FAC. 1 .25 FROM JB Orlando.FL 3'$37 Enr.nrn �nmr.e Ion I,/ob,gunnra n ,pogo.ne cnoe°.ob 4 FLCOANO278 ALPINE a...elpinolc..°p.cTel 0 . 'RCA: W ... pinet.org; CA: re .ebcl. uecry.co. ICC, '..bi.lcceere.org William H.Krick Lic.Number 70:6 SPACING 24.0" JREF- 1W4C408_Z13 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - AO3A ) Value Set: 13B (Effective 6/1/2013) (J) Hanger Support Required, by others Top chord 2x4 SP #2 Dense (a) Continuous lateral restraint equally spaced on member. Bot chord 2x4 SP #1 Dense :B3, B4 2x4 SP #2 Dense: Webs 2x4 SP #3 In lieu of structural panels use purlins to brace all flat TC @ 24" :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' oc. 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. 5X6 - 5X6 sz Is 3X4 3X4 5X6 65X6 1-01( 9-1 -3 (a) (a) P. —1 6 illp 3X4 0 2X4 III 2X4 III (a) • 1-5-5 1 Ili - B3 642- -12 3X4 = 5X6 = 3X4 = 5X8 = 5X6 = 3X4 - 3X6(C6) 3X6(C6) 0{ 2 16-9-12 I 6-4-8 I_ 19-0-2 E 42-2-5 Over 2 Supports R=1146 R=1187 W=5.25" H=H1 �t TTlNutINplrrlrNrgtr Design Crit: FBC2014Res/TPI-2007(STD) .0°6p, H. �r�r� PLT TYP. Wave FT/RT=0%(0%)/0(0) 1541 �1,431i, _OQ"1/ {QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. is"WARNINGI'• READ AND FOLLOW AU.NOTES ON THIS DRAWING! w ..IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �• TC LL 20.0 PSF REF R408-- 5037 Trusses require extreme caro n fabricating, handling. snipping, installing and bracin . Refer to a p, '= TC D L 7.0 PSF DATE 09/18/17 ne edition of BCSI (Building Component Safety Information, byTPIand WTCA) for safety protein sfprl 0.708.1 o performing shalt oat 1properlyWattacheell sts shall ructural ral Me:m provide th temporary bracing dor all Unless noted o o , top chord ahall properly attached M1 d c u MeM1irp end bottomcc chord shell Mve I a properly e ed gid tel Ing. Locations ane pere.nent 1 "re teed t of rebs ell have br.ding installed °'Been BC DL 10.0 PSF DRW HCUSR408 17261396 A IF . Rho Join BT or unless ted cable, Apply otherwise. Rotor es toto ldr each faceof truss and plateion as stions, n I Cqd o T w O s I t• o Joint Details. wlo cod och Rofor co drawings 180A-Z forstandard pisco poslclons.above ��_yyyr�ttt sections a division of ITN Building Components group Inc. mail not bo responsible for any d Var Cn rc BC LL 0.0 PSF HC-ENG LP/WHK ung, any failure to build Rho truss in conformance with ANSI/TPI 1, or for handling, shipping. •a.I•/ '' `• r• f a AN ITW COMPANY installation a bracing of tresses. /C� ` ,aa•�.*. TOT.LD. 37.0 PSF SEAN- 877254 A seal en this drawing er cover pope listing this drawing. Indlcatee acceptance of profess lon.l engineering •ae•u••• responsibility solely for the design show,. The cul tabs l icy and use of this drawing for any.true urs Is Si.responsibility of the Building Designer per ANSI/7P! 1 sec.2. 'S8`SOON ALS,• DUR.FAC. 1 .25 FROM J B 2401 Lake Orange Dr..Suite in ;EgrwNNtl - Orlando.FL 12037 For more ALPINE: www..ipine�'tv.con[TPlsrwee this ap,Jon's RICA.notes ...nxgr,du[thane mea..iec:arrr.leea.rq.ory �¢PACING 24.0" JREF- 1W4C408 Z13 FL COA No 278 Villiam H.Krick Lic.Number 7086N — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A04 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 13.48 ft. factor for dead load is 1.50. from roof edge. 5X6 ; 3X4 - 5X6 5X6;00•00.°°°°°°°°°. X6 5X6 . 6r- st (a) (a) AP 61, 8-1 -3 2X44:••••••••003(:°)/' X4 III (a) (a) 2X4 III 1-5-5 = (a) (a) _L c _422- -12 M T 5X6 m 3X4 m 5X6 - 3X4 m 5X6 m 3X6 m 3X6(A1) L9 14-9-12 I 10-4-8 I 17-0-1 42-2-5 Over 2 Supports R=1805 U=155 R=1975 U=162 W=5.25" RL=148/-160 H=H 1g1n+NNurlfnnnr. Design Crit: FBC2014Res/TPI-2007(STD) VrtasiliH. f-/�'4/PLT TYP. Wave FT/RT=0%(0%)/0(0) 1541`Lfl�'t• '.00 / ..QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. ••wARNINCIS• READ AND FOLLOW ALL NOTES T 7H15 DRAWING! i�a�• TC LL 20.0 PSF REF R408-- 5038 .*IMPORTANT** FURNISH THIS DRAWING TO ALL COUTRACTDRs INCLUDING THE INSTALLERS. , Trussos r�uira o c olw cera n fabrlceting. M1entlling, wiAping, n tel Ingo entl b Ing. Rotor to a ollgb . °r`B�51 ID tling C "ucct.ef.ty Inrer.atlon. Dy'TPI'an RT�A>iVe_stat opratl".`pr�lr x.708,1 t - TC DL 7.0 PSF DATE 09/18/17 Inp'th" l ctl ons. Instal for M1 II provitla toeporary b Ing par BG61. Unloss n too cM1<o x all h o praporly attechod n urs`sM1oafhlrp and bate oro shell M1 •p'opor11 a �J E Iing. Localana aM1orn par-.nant I ea •Int we"b • 1 h--n braing • :'�C6� E BC DL 10.0 PSF DRW HCUSR408 17261384 All 531 i tM1ctlonsDnB10, ea oPPllcablo. APPIy Platos co aecM1e1ec^oor for standardno Position ea aM1oown abo o S .T: 0 1 o Joint Data a n, unions n tnd otllurwlsa. Rotor to drawings 160A-2 r plata poaltlona. o�: .7 I Alpina. .di.ial f ITN Bailding ca.Penanta twang Int. t aaPonalbla far any d atlanVfr AA .'-7 F BC LL 0.0 PSF HC-ENG LP/WHK the ing. an^failure t b a Cruse In con lor.anco with ANSI/TPI 1, o g. �^•.• • AN ITW COMPANY Inate llacio b brat ing oftrusses. r ror M1analln0 sh 1ppin ^� a•/ 1,,.. A seal en this drawing or cover pegs listing this drawing. Indle.t...ce.ptene.of p000000Iwul engineering '$p5 ••••""-••• G\� TOT.LD. 37.0 PSF S EQN- 877081 responsibility solely for the design shovel. The suitability and o..or this drawing for V 24(E)lake Orange Dr.,Sone ISO responsibility or the Building Designer per ANSI/7P' 1 s.c.2. -"y structure I' Oro,��O'y A�.,�.�N�Nt DUR.FAC. 1.25 FROM JB Orlando.FL 32%37 Ear.ora Infareatlan aaa la,abs ganaral n a P.ga and t _ rob a PACING 24.0" FL COA NO 27% ALPINE: www.alpinultw.coel TPI: www tpinat.org: RICA: ww.ebcinduatry cw, ICC: www.lcceafo.org William H.Krick Lic.Number 70861 JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - AO4A ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 26.96 ft. factor for dead load is 1.50. from roof edge. 5X6 = 3X4 - 5X6 5X6:0••••/°°°°°°°°°° X6 5X6 6r tt (a) (a) /4.0i 8-1 -3 3X4 2X4 III (a) 2X4 III (a) 1-5-5 (a) \ : 1 61 _ - � (I) 72 -12 4X6(R) III 3X4 - 5X6 - 3X4 = 5X6 = 3X4 = 3X6(C6) 3X6(C6) o tgj 2 14-9-12 ,I_ 10-4-8 _I, 17-0-2 42-2-5 Over 2 Supports R=1559 U=36 R=1634 U=34 W=5.25" RL=148/-160 H=H1 044swil Nrrrrgrrf 4 Design Crit: FBC2014Res/TPI-2007(STD) ,✓ pp��M H. /�,� PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 4)L.?g• �`0(fl QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. "WMNINGIS• READ AND FOLLOW/AU.NOTES T THIS DRAII INCLUDING GI A.\: • TC LL 20.0 PSF REF R408-- 5039 ...IMPORTANT** FURNISH THIS HAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truswew ragulro c Crewe caro n Iabr icecing, hentlling, ahlpping, and end b safety `fer to a of tbo latest edition of BCSI (Building Component safety Information, by TPI an WTCA) for eft y precti a p`i!r o.708.1 TC DL 7.0 0 PSF DATE 09/18/17 .a a per rorm`ng c e a`ecionw. for levees raeor vim wmpor.ry bra lnB par have bracing neeod oc oI a r [ep coiling.nallhL:a ons shown f npd w efestr and belt c wealI h a installed . BC DL 10.0 PSF DRW HCUSR408 17261395 rigid c inn. L« r permanent I restraint or websshall otl PAC • S Ail '�O�O tryttlans' �B)or unless ppllcebl o. APPIy Plecew to vacheletnotr eor starts posit loon as who.n above tl on T' 0 .• 1 e Joint Details. unlo ted otherwise. Refer to drawings 160A-Z f ...dere plate positions. S e•�4 F BC LL 0.0 PSF HC-ENG LP/WHK I Alpinv, a lv Sion of ITW Bulltling Cwponancs Group Inc. sM1 vsponwlblo r any dvvlatlon r jJ� Ing, any I lluro c iltl c o truss In confor.enco wlcM1 ANSI/TPlbror rer M1entlling, whipping, r n �O •: ' ,• .• • AN ITW COMPANY installation a bracing or truaaoa. I+w•4.. '1 .��s,* TOT.LD. 37.0 PSF S EQN- 876734 A Nei on this drawing or sever page listing this drawing. indictee•ca.ptence of prefeeslonal engineering •a•an•.• responsibility solely Tor the deelgn sheen. The suitability end use of this dreeing for any structure IS responsibility or the Building Designer per ANSI/TPI 1 Sec.2. '`, $'dt8L t,�• OUR.FAC. 1 .25 FROM J8 2400 Lake Orange Dr..Suite 150 r „FhryrM l Orlando.FL 32837 Far mere lnrerm Inn le Deb w genera n w page eta tnewe+rob w PACING 24.0" J REF- 1 W4C408 Z 1 3 FLCOA NO 27N ALPINE'. eve.elpino,tw.cem`TPI, smw tpinsc.org. WTCA: ww.seclndustry.cam; ICC: weW.lccsefe.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A05 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 26.46 ft. factor for dead load is 1.50. from roof edge. 5X6 = 2X4 III 5X6 72 8 : 3X4 5X6 6 r �. 7 _, 6 7-1 -3 4X6 3X6 e 1 1-2-11 �, r`_ -4-12 THO_ 3X6 III 5X8(R) III 5X6 = 3X8 - 5X6 - 4X6(R) III 3X4 III 3X6(A1) 0. 9.1 13-3-0 _I, 14-4-8 I 15-0-1 F< 42-7-9 Over 2 Supports ,{ R=1829 U=55 W=5.25" R=1991 U=49 W=5.25" RL=133/-142 e uNnuNrnnn Design Crit: FBC2014Res/TPI-2007(STD) j�f l H. //��',,'��•• PLT TYP. Wave FT/RT=0%(0%)/0(0) 15.0444*.r � �OOY1e4�QTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. ••WARNINOI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ••IMPORfrANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408-- 5040 Trusses ems aro in fabricating. handling. Nipping, installing end bracing. Refer to a foil • a require extreme care Compoafety Information, byTPIand WTCA)rfoor safety practi s pr. r o.708.1 •• % TC DL 7.0 PSF DATE 09/18/17 o performing hall have functions. Instttach lers shall struct structural temporary bracing per aCSI. Unless properly noted oC sql • i top chord sea h o properly a for pe s u sheath. •tl bottom`chord shall have a prosody a d ngltl eel Ing. Locations hewn r permanent lateral let or all have bracing Inataletle�' A BC DL 10.0 PSF DRW HCUSR408 17261383 .4� ��O canons B3. B)or 010. as applicable.otherwise places to each locooffor n[ position as shorn abov end S •T; 0 ( t• the Joint Details, unlessted oth r Rofor to drawings 160A-Z for standard plate positions. I ' Alpine, a division of RTW Building Col. Greer Inc. shall not be r 2 BC LL 0.0 PSF HC-ENG LP/WHK Ion g ponents p responsible for any devl•tlon f I , •4,</k"F drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, '}j .6_^ . • AN RTW COMPANY nstallation as bracing of trusses. 42.1,7.../.. 1 �e A.eel on this Crewing orcoverpea listing this Crewing, Indicate.acceptance of profeselon.l engineer, . •...-1 • �\� TOT.LD. 37.0 PSF SEQN- 877087 responsibility solely for the design Shown. The sulteblllty end use of this drawing for any structure Is C responsibility or the Rwllding Designer par ANSI/TPI 1 Sae.2. 'y SloNq�,L� �+�'� OUR.FAC. 1 .25 FROM JB 2410 Lake Orange Dr..Suite 15(1 Mf •pM Orlando.FL 32837 For more information is Job's general note'page and c web s '��NgNIM(* ALPINE. www.elpinoltw.com`TPI www`cpinat.or WTCA, www.sbci.�„atr o.: ICC.sites William H.Krick Lic.Number 70861SPACING 24.0', JREF- 1W4C408_Z13 • FL COA No 21N g: r ee g 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - AO5A ) Value Set: 13B (Effective 6/1/2013) In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Bottom chord checked for 10.00 psf non-concurrent live load. Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase Lumber value set "13B" uses design values approved 1/30/2013 by ALSC factor for dead load is 1.50. 5X6 - 2X4 III 5X6 m iT • 3X41%144440%%444444%5X6 8 3X4 7-1 -3 3X4 o Nsssssss3X4 �� • ` 3X6(C6) _ 1-2-1177' ' T • • - - °� —_ 4-12 2X4 III 4X6(R) III 5X6 = 3X8 m 5X6 = 3X4 :If. 2X4 III 3X6(C6) Es 0}aj2 13-3-0 I 14-4-8 I 15-0-2 _I E 42-7-9 Over 2 Supports R=1152 W=5.25" R=845 PLF W=1-5-1 a,UUINIgI,a, Design Crit: FBC2014Res/TPI-2007(STD) hO H. /.,':, PLT TYP. Wave FaaWv:NlNclaa READA«oFouo■ T/RL S=0T%I( )S 1/0(0) 15 1 • 3i . pO ,-\QTY:1 //FL/-/5/-/-/R/- Scale =.1875"/Ft. "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : r Eli LL 20.0 PSF REF R408-- 5041 Trussoa royuire extreme aro In fabricating. handling. shipping. installing and bracing. Rorer to. o no - of BCSI`(Building Component Safety Information. by TPI RICA) for safety pr.ctl srp.y' 0,708.1 -' _ TC DL 7.0 PSF DATE 09/18/17 to performing cne oerLndelon.. Installersshall provide temporary bracing per SCSI. Unless nosed o` aq, , `s op chord MaII novo proPorly attached structural sheathing and bottom chord shall have.Properly• c�d BC DL 10.0 PSF DRW HCUSR408 17261394 rigid calling. Locations shown for poreanonc I 1 rostral t of robs shall have bracing installed r7WCSA S A R LFII N the Join Bae ai or B4O.sssnoted applicable. R plafer to co each drawings cru and position.s shorn.bov a 1 s ,T: O • the Joint Dotails. vole ted otherwise.r Rorer to dr.ange,BOA_E for standard plate positions. �t: ' BC LL 0.0 PSF HC-ENG LP/WHK 1 Alpino. a division of ITR Building Components Group Inc. Shallt be responsible r any deviation fs: �([.. F• Orating. env'failure to build the Crus, in conformance with ANSI/TPI I. or for handling. shipping. • —1 ..?4,(VV TOT.LD. 37.0 PSF SEQN- 876749 a AN ITW COMPANY installation raing or cover p. ".aa' e 1 `^ A seal en this drawing or does page listing this Crewing. Indleetes of sndr of p 'mei engineer' ••••"•••• DUR.FAC. 1.25 responsibility solely for the design sham. The suitability seA use of this drawing for any structure I. k1 ( FN respanslb1Iity el t,,.Building Designer per ANSI/TPI 1 sac.2. ats`Slu A Atr ^ (IFROM JB 2aW Lake Orange L Suite83IXI My ,WD Orlando.FL 321137 For more lora len this job's gnnere1 n page and chaste rob UItTy�Nlp e • FLCOAHU27$ ALPINE: ree.alpinolc,cow TPI~wortpinst.org: WTCA. www.sbcinduscry.co.: ICC'sites: William H.Krick Lic.Number 70,l6 IS I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A06 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 25.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B2, 83 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Truss passed check for 20 psf additional bottom chord live load in oc. areas with 42"-high x 24"-wide clearance. 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 12.98 ft. from roof edge. 5X6 : 3X4 m 5X6 = 5X6 • 3X4 3X4 3X6 s( a) a)\/ ' —' X6 \ 6-1 -3 /--.......---"--'11 2-4-12 A0F 3X6(A1) — 5X8 = 62 5X6 = 63 5X8 = 4X6(R) III 4X6(R) III 2X4 III 2X4 III 3X6(A1) 1.9y ILTEW 13-0-2 _I_ 18-4-8 _I, 13-0-2 1" 44-4-11 Over 2 Supports ={ R=1822 U=172 W=5.25" R=1823 U=172 W=5.25" RL=128/-128 Design Crit: FBC2014Res/TPI-2007(STD) °A Tfl H. /�,�+•; PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 1004. ••OCT1a _ QTY:2 FL/-/5/-/-/R/- Scale =.125"/Ft. ••WARNING!•• READ AND FOLLOW AU.NOTES ON THIS DRAWING! ^ t��"' ' ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ..,:Z. •�•�� TC LL 20.0 PSF REF R408-- 5042 Trunnon require 0 omc aro .n fa r.cating, bantll ing, Vni pp.n9. n cal Ing end b ing. Refer to a oll,�, - --—— tbo latent edition o BCSI (Building Component Safety Information. byTPI and WTCA):r safety erect. .`pri r o.708.1 . TC DL 7.0 PSF DATE 09/18/17 o performing t o func[inns. Isc`olls`r ucc I Pr ovl ea camperery b Acing par SCSI.for noted o nq� , ' t Cop chord nng.IM1M1 o properly aft M1 d t ural sh a end bort c hal shall brae a proporly a cft rigid telling. Locations shown far permanent lateralrestraint of webs shall have bracing Instal r�Cy a BC DL 10.0 PSF DRW HCUSR408 17261382 810, an appllceblc. Apply acM1 loco o!tru end poaclon an shown entl 1 A(� �� , tU Dotalle. u lens sated etM1erwlne. Rarer to drawinga,BDAe-: fer3t.w.rd Plo a Pe,loVe.c, ,t�L• S •T: O BC LL 0.0 PSF HC-ENG LP/WHK II I Alpine, a olvinl on of IT/Bu.ltling Cemponontn Group Inc all n t bo responnlDlo T any o �t e•(��• ing, any ! .lura to b iltl rho truss In tonlormancc wi[nM1AN51/TPI 1, or for hand l.ng, ablpping.� V.,.....421. , V• AN ITW COMPANY in5aa.anon 8brac.ng oftr"noesT ,w 1.$'0r�a4'�M*'� TOT.LD. 37.0 PSF SEQN- 876756 A semi on this drawing or cover page listing this drawing. indicates acceptance of profess lona. engines • ••..•••• C,responsibility solely for the design shown. Tho suitability and use of this drawing for any structure responsibility of taw Building Designer per ANSI/Tel ] Sec.:. alaNAL -....A�'" DUR.FAC. 1 .25 FROM JB SJ(MI Lake Orange Dr..Suite 150 ~O U.NSHIMIM Orlando.FL 32837 Enr mnrn .nrnrm. inn n .n Vim,general n n pogo and t web PACING 2 4.0" J REF- 1 W4C408 Z 1 3 • FLCOAHong ALPINE: www.elpinoicw.comCTPI sww tpinsc.ore. WTCA: eab.sbclMuntry mom: ICC:sww.iccsafe.org William H.Krick Lie.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A07 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 25.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 12.73 ft. factor for dead load is 1.50. from roof edge. 3X4 e- 3X4 5X6 = 3X4 = 5X6 - 5X6 = 6r a u g ITI 2X4 III (a) 2X4 III 5-1 q-3 I �n� — /\n�. 22-4-12 / 3X6(A1) = 5X6 = 5X6 = 3X8 — 5X6 = 3X6 3X6 - 3X6(A1) 1.2.5.P 1 I— 11-0-2 1— 22-4-8 ,I— 11-0-2 J l< 44-4-11 Over 2 Supports >1 R=1681 U=174 W=5.25" R=1681 U=174 W=5.25" RL=108/-108 11nulnllp/nhto Design Crit: FBC2014Res/TPI-2007(STD) s . H. ',„,; PLT TYP. Wave FT/RT=0%(0%)/0(0) 15 r D .]I 4a. jj 4 QTY:1 FL/-/5/-/-/R/- Scale =.125"/Ft. ...IMPORTANT'. FURR ISH THHIIS MSA ING TO wl CdRRACTMORS I WWINGGTHE INSTALLERS. .1 :a,�G S� •' S' TC LL 20.0 PSF REF R408-- 5043 Truasos require extreme emo`aro In fabricating, handling. shipping. nstalling and bracing Rarer to a foil e latest edition ofBCS! (Building Component Safety Information. byTPI and PTCA) r safety practl s pr •r o.708 1 • .. TC DL 7.0 PSF DATE 09/18/17 o performing hall have t achell structurlsheath ngmand ry bracing par SCSalai. ve•pr perly o s r j top chord sne thesee o properly attached Installers u sheathing and bottom chord.hall have t Agliiihk p aper y a WW 1 BC DL 10.0 PSF DRW Hcusaaos 17261376 InI ogle coiling e locations shown for permanent lateral arestraint or mobs anal) n bracing installed c •I'—+L � N ; sections Bl. BT or B,os sasapplic applicable Apply plates to m h aceoof truss position as shown ahoy and • S AT v 1 .. a:elnt Det.,ls. bole ted to Refer t :: r amara plate pesltlena. BC LL 0.0 PSF HC-ENG LP/WHK 1 drawing. a y f anon of Ibu Building usspinacon Group Inc. shall n t bo for for than for any dpping.o rlJf �& Ing. eon f dura c o truss In conformance with ANSI/TPI ,. or far handling, shipping. . . Is/ ` • ••' -V TOT.LD.LD. 3 7.0 PSF AN Irwcomaalvv an.ael acne Aabrating o build l -IS,.�•,,,Fr 4, SEQN- 876637 A scsI on this agreeing or coyer pegs listing SIIe drawing. indicate*eccept.nce of professional engineer, •e •aaan.•• I responsibility solely for the agoslgn shown. The suitability and use of this drawing for any structure Is t SSfry NA.c -. DU R.FAC. 1 .25 FROM JB 2ANI Lake Orange Dr..Sone 150 responsibility of the hulloing Designs per ANSI/TPI 1 Sec.2. r�•r//V ` Orlando.FL 32N37 Per more information ,a sob a general notes page and those web I r'�tW1N•110 • FLCOAN027x ALPINE. won alpine,..caw. TPI cpinst.org. WTCA: www.sbclnduacry.sa.: ICC`www.,ccs.rw.org illiam H.Krick Lic.Number70a61SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A08 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 12.48 ft. factor for dead load is 1.50. from roof edge. 5X6 -----_, 3X4 = 5X6 - 3X4 = 5X6 6r 6 3X6 (a) (a) 3X6 -.p.� \/\/ 4-1G-3 22-4-12 1 3X6(A1)n - 6X8 = 5X6 = 63 5X6 = 6X8 - T 2X4 III 2X4 iii 3X6(A1) itzw 1 I, 9-0-2 ,I, 26-4-8 ,j_ 9-0-2 J Ec 44-4-11 Over 2 Supports R=1681 U=175 W=5.25" R=1681 U=175 W=5.25" RL=88/-88 �tl{iwmil INlrryrrfr' Design Crit: FBC2014Res/TPI-2007(STD) PgIA t.• H. '"+r,. PLT TYP. Wave FT/RT=0%(0%)/0(0) 15 1 19E 4t. 4 QTY:1 FL/-/5/-/-/R/- Scale =•125"/Ft. ••WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING I ".es su1> v l� (..'' r ••IMPORfANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. at y'+ V" . TC LL 20.0 PSF REF R408-- 504 4 Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to e a ollmw L o of SCSI (Building Component Safety Information, bysTP: and WTCA)for safety prac<n s`pr 0.708.1 • '.i TC DL 7.0 PSF DATE 09/18/17 o Porfor'ing'therm functions.n<rnostallerruc teil ratereprovide tomporary bracing per evel.r cnlees noted o r syn.` • , z ' top chord shall hove properly a Cached st u sheathing and bottom chore shell have a properly e rigid coiling. Loc r permanent are. <of webs shall h bracing Installed 7C� ' = BC DL 10.0 PSF DRW HCUSR408 17281363-- T1 s 03, BT or B10. anaappllcabie. Apply platen to each face of trussand position as shown _ All 1I O1][� I I to ChoJointDetails. unless noted otherwise. Refer to drawingsSOA-2 for standard Plata positions. ebo and •T a O II I�f. / I \v' I aAlpine. a divleion of ITW Building Components Group Inc. Shallt be renponalb a for any deviation No S ((�� BC LL 0.0 PSF HC-ENG LP/WHK ung. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, A •V,C . AN ITW COMPANY drawing. Aebrat f trusses. -S .r� TOT.LD. 37.0 PSF A.0.l on this drawing orcover page listing this drawing. Indio.te.acceptance of prof...lon.1 engineer �e ..`......... �� SEAN- 876762 responsibility solely for the design shown. The suitability and tam of this di-owing for any structure Is��1111^^��Hyy��HHH isC b responsibility of the Building Designer per ANSI/TPI 1 Sec.2. f IONA S.`;,�. OUR.FAC. 1 .25 FROM JB 24M Lake Orange Dr..Stile ISO iyM Orlando.FL 32%37 For more information is.lob's general notes page and these web s `40WANNWNiicf7" PACING 24.0" J REF- 1 W4C 408 Z 1 3 . FLCOANO278 ALPINE: www.alpineitw com[TPl,awww cpinet.erg: WTCA: www,sbclndustry tom, ICC: www.lccsefe.org William H.Krick Lic.Number 704615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A09 ) Value Set: 138 (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x6 SP #2 :1-1, 15 2x4 SP #2 Dense: TC- From 56 plf at -0.14 to 56 plf at 7.00 Bot chord 2x6 SP SS TC- From 28 plf at 7.00 to 28 plf at 26.06 Webs 2x4 SP #3 :W2, W14 2x4 SP #2 Dense: TC- From 56 plf at 26.06 to 56 plf at 37.37 TC- From 56 plf at 37.37 to 56 plf at 44.51 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 4 plf at -0.14 to 4 plf at -0.01 BC- From 20 plf at -0.01 to 20 plf at 1.75 130 mph wind, 24.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 1.75 to 20 plf at 7.04 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 10 plf at 7.04 to 10 plf at 26.06 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 26.06 to 20 plf at 42.62 BC- From 20 plf at 42.62 to 20 plf at 44.38 Wind loads and reactions based on MWFRS. BC- From 4 plf at 44.38 to 4 plf at 44.51 TC- 55.33 lb Conc. Load at 7.04 Left and right cantilevers are not exposed to wind TC- 34.98 lb Conc. Load at 9.09,11.09,13.09,15.09 17.09,19.09,21.09,23.09 (a) Continuous lateral restraint equally spaced on member. TC- 146.09 lb Conc. Load at 25.09 BC- 240.72 lb Conc. Load at 7.04 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 84.38 lb Conc. Load at 9.09,11.09,13.09,15.09 oc. 17.09,19.09,21.09,23.09 BC- 105.00 lb Conc. Load at 25.09 Bottom chord checked for 10.00 psf non-concurrent live load. BC- 743.38 lb Conc. Load at 26.06 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6 : 4X6 = 7X8 = 7X10 4X6 = 6X6:,:...5_. .........,;.%.% 6 6 4X6 X11 (a) (a) (a) (a) 4X6 T / .. E�n`_ 3-1 -3 `YV2 'i` 22-4-12 4X6(A1)M M - 5X10 7X8 - H0912 = 4X6 III 7X8 = 4X10 = 3X4 III 3X4 III � qq�pp 4X6(A1) 1Y 'QV I, 7-0-2 ,I, 30-4-8 ,I, 7-0-2 ,j I< 44-4-11 Over 2 Supports R=2508 U=263 W=5.25" R=2378 U=229 W=5.25" ,1.immNNrnrrr Design Crit: FBC2014Res/TPI-2007(STD) ,,y:k`tp�M H, '4• PLT TYP. 20 Gauge HS,Wave FT/RT=0%(0%)/O(0) 15�'`. 1 $) 4.‘„ sQTY:1 FL/-/5/-/-/R/- Scale =.125"/Ft. ••WARNING!•• READ AND FOLLOW ALL MOTES ON THIS DRAINING! ' .**\,) � LL,, TC LL 20.0 PSF REF R408-- 5045 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. It Trusws roqu,ro o cat aro in rabrlcec,ng, nantll,ng. Nipp,ng, inx tall,ng ane prat,ng. Ro rcr to a oll W a otlrtlon o rBC51`(Bnllein9 Coaponont Saraty Information, by TPI ane WTCA> far..rorty prat, srpryp o.708.1 • TC DL 7.0 PSF DATE 09/18/17 o Por ror1,ng cow.unctions. claccollar ruct yelps altlo toaporery brat in9 Por evoleroon lwesnnocae • ' = - -_ top cM1ortl M1allnnava proporly e t M1 tl t u M1 e<M1ing ane bottoa c ore s II a proparly e rig le tal Ing. Laaetiana anawn ray ppraennnt letara raetrant of wab :nal a�ng , atallaet �z 1 BC DL 10.0 PSF DRW HCUSR408 17261415 .4�L0��N t• ryctions BJ BT or 810.s`x^PPIIcablorisoPPIY Placa.to oacn fecaaof coy s[anee�sltlon•e snow,ebo ane d� s ,T a O .• a I o Jolnt Daca a s, unla cora ocnor Rofcr co eroings 160A-: r re plan poslclana. � �t` • BC LL Q.0 PSF HC-ENG LP/WH K I Alp,no, a Olvialon or ITr Bulltling Cospononts Group Ina. shall n c ba rcepom iblo for any eoviacion Ir�,f 1L� .•`,z• ing, any feiluro co builtl tno crura In confornanco w1iM1 ANSI/TPI 1, or for mama ing, sM1lpping. , V�: AN ITW COMPANY 'n5�el latlan A braa,ng ar trtlawa. • .,• 11-1 sa.•. ..i1P SEAN- 877233 ,� TOT.LD. 37.0 PSF A seal on e tnls drawsololnp or they pigs hown.g this drawing.ii Il and use acceptance wi gfossslsrul uct re i ........' responslblllty sol oly for the design Cosig Cosigner po NTheSI ault1011lcy and use of UIs drawing for any structure Is 23(q Lake Orange CT.,Suite 150 raepanaallcy or th.Building as gn.r p.r ANsl rtpl , s.a.z. ' u1QNa`�`;� DUR.FAC. 1 .25 FROM JB Orlan&FL 32x37 Far aura ,nrara. ian �.,ab a ganaral n wt .vste t wab •µH'Trr.+*'� PACING 24.0" JREF- 1W4C408 Z13 w FLCOAN0278 ALPINE'. www.eipinoitw.cwcTPlswww. cpinsc.org: WTCA: www.s os ry coa. ICC'wwww.iacufa.ar0 William H.Krick Lic.Number 704615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - A10 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.04 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B2, B3 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 52.08 ft. factor for dead load is 1.50. from roof edge. 5X6 3X4 g 5X6 ; 5X6 5X6 -m 2X4 III 6 • e • s • 2X4 III C� 2X4 III (a) 3X6 7-0-3 /� ! �u� 22-4-12 0c 3X6(A1) - 5X6 E--- 62 5X8 -- B3 3X8 - 7X8 - 2X4 III 3X6 - 3X6(A1) 1 1 zy I— 11-0-2 ,I, 13-0-0 -4-1 — 8-6,1, 13-4-2 44-4-11 Over 2 Supports R=1687 U=72 W=5.25" R=1675 U=41 W=5.25" RL=131/-131 000"{1.11111NlII0,44, Design Crit: FBC2014Res/TPI-2007(STD) /--,�N ...a...0 H;a fC,) PLT TYP. Wave FT/RT=0%(O%)/0(0) 15 11:41-1 $E d a.0QTY:1 FL/-/5/-/-/R/- Scale =.125"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRANINGI • TC LL 20.0 PSF REF R408-- 5046 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Trussesems are in fabricating. installing and° o a require o ing, hendiing, shipping. Ing a clop. Refer t allow o.708.1 — �`SCSI`(gu tiding Component Safety Information. bysTPI la d IWTCA)`�r safety practice lorrpiel TC DL 7.0 PSF DATE 09/18/17 op chorI.ingthose efunct,enn. t Installers structural uctural s.viee temporary bracing Per SCSI.for noted o ca °Al : • ' top chord shallave unctions attached stn u M1 h to and rottoa chord anal) have,properly. F ogilhii rigid col ling. Location. shown for permanent 1 restraint of webs shall have bracing Installed pe BCS 6 BC DL 10.0 PS F ■ O� actions ga. RT or glO.a's^ppb lcablo. Apply plateal dto rawings rata of trt nd position as shown above, p$ S• Ref 1 O .t . DRW HCUSR408 17261337 ' II I T• the Joint Oatells, unto ted otherwise. Rafor t 160-2�orse decd plate Poe It Ions. �L�r7 I' I Alpine. a division of ITN Elulnding Components Group Inc. sh responsible f any deviation prong' 1:)%i " •. '4�r BC LL 0.0 PSF HC-ENG LP/WHK drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, '' ti AN ITW COMPANY nallation&bracing or tresses. 'roc •...:..1........ ,.#.\ TOT.LD. 37.0 PSF SEQN- 876815 Aw.l on this drawing or cover pegs listing this droning. Indicates acceptance of professional engineering .�{/) responsibility solely Tor the design shown. The suitability end use of this drawing for any structure is the Sf0110k,ti_...,a, ' 24(X)Lake Orange Dr..Suite ISO responsibility or the Building Designer per MIS I/TPI 1 s«.z. 141Nbg.NgpIINT DUR.FAC. 1.25 FROM JB Orlando,FL 32%37 Far more information see this Jab',general notes page end these web sites: PACING 24.0,' JREF- 1W4C408 Z13 • FLCOA#027g ALPINE'. ww.alpineitw.com: TPI: wow tpinat.org: .'TLA: ww,.sbcl,duetry.cem: ICC: ww.iccesle.org William H.Krick Lic.Number 70;6hS — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - All ) Value Set: 13B (Effective 6/1/2013) In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Bottom chord checked for 10.00 psf non-concurrent live load. Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase Lumber value set "13B" uses design values approved 1/30/2013 by ALSC factor for dead load is 1.50. 5X6 5X6 6 3X4 = 5X6 a 3X4 5X6 = 2X4 III r - s f_ ,/ • 3X4 s 3X4 s 6-0-3 ' — I! • +22-4-12 .i 3X6(A1) rI � --- 4X4 = 5X8 = B2 5X8 = 5X8 = 4X4 = 2X4 III 2X4 III 3X6(A1) 9-0-2 I 13-0-0 a-1 I 8-8-6 I 11-4-2 ,I E 44-4-11 Over 2 Supports R=1200 W=5.25" R=1200 W=5.25" 0,011t oni.H/IIMr fr "v. Design Crit: FBC2014Res/TPI-2007(STD) -kNr-.....a;a ffj''.4 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 1� r'' E g .',�c,QTY:1 FL/-/5/-/-/R/- Scale =.125"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R408-- 5047 ••IIFORrANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ;• • ''3 TC LL 20.0 PSF Trusses require o ewe aro In fabricating. handling• shipping. installing aid bracing. Rorer to end olio; o.708.1 — s ofSCSI`(Building Component safety Information. yTPland WTCA)`for safety practice pr., TC DL 7.0 PSF DATE 09/18/17 o performing hall have functions. Installersachtructull ral provide th ng and ry bracing Per BCS!. Unlace noted erly oth act dB cop chord she i have properly attached c sheathing and butte;chord shall have•properly e C T. rlgitlhcsl ng. Loc clues enowntrer perlei "lateral restrain[er robs shall have bracing Ieacalied Po BCS : .5 AT O i :� �{ BC DL 10.0 PSF DRW HCUSR408 17261375 ,4 sections BT or 810, as oppllceble. Apply pietas to eacM1 fac000r for Standard posltlon as WI"):::'!::v'' a } ..FD[l the feint Details. unless noted otherwise. Refer to drawings 1BGA-E r andard plate positions. ; /� �C BC LL 0.0 PSF HC-ENG LP/WH K I Alpine. a division of ITV building Components Group Inc. shall not be responsible for any deviation from'h • ^ . �1a•��w drawing. any failure co build the truss In conformance with ANSI/TPI 1, or for handling, shipping. ....4. •-`‘.... e AN IT'W COMF4NY In+canaclon t bracing or trusses. •.. . ♦ TOT.LD. 37.0 PSF SEQN- 876819 A n.l on this brewing or Bever peg. fleeing this brewing. Indicates eceeptenee of prefeesion.l engineering A' G responsibility solely for the design shown. The suitability end use of this Crowing for any structure is the Air aN AL ss� tiN <� 2400 Lake Orange Dr.,Suite 15(1 responsibility of the Building Designer per ANSI/TPI 1 See.2. `�fw., ,,,wfgi10 DUR.FAC. 1 .25 FROM JB Orlando.FL 32%37 For more information e is Job's genera a page and t web site,: JREF- 1W4C408 PACING 24.0" Z13 w d FLCOANO27% ALPINE: w .alplreltw.cow, TPI: www this MA:.rw.sbcindustry tom, ICC: ewes iccesfe.ora William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - Al2 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I ` t Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x4 SP #2 Dense :B1 2x6 SP #2: :B2 2x6 SP SS: Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 130 mph wind, 25.04 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 56 plf at -0.14 to 56 plf at 7.00 within 36.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 TC- From 28 plf at 7.00 to 28 plf at 14.69 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- From 56 plf at 14.69 to 56 plf at 20.00 TC- From 56 plf at 20.00 to 56 plf at 22.33 Wind loads and reactions based on MWFRS. TC- From 56 plf at 22.33 to 56 plf at 35.04 TC- From 56 plf at 35.04 to 56 plf at 44.51 Left and right cantilevers are not exposed to wind BC- From 4 plf at -0.14 to 4 plf at -0.01 BC- From 20 plf at -0.01 to 20 plf at 1.75 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- From 20 plf at 1.75 to 20 plf at 7.04 oc. BC- From 10 plf at 7.04 to 10 plf at 14.69 BC- From 20 plf at 14.69 to 20 plf at 42.62 Deflection meets L/240 live and L/180 total load. Creep increase BC- From 20 plf at 42.62 to 20 plf at 44.38 factor for dead load is 1.50. BC- From 4 plf at 44.38 to 4 plf at 44.51 TC- 55.33 lb Conc. Load at 7.04 TC- 34.98 lb Conc. Load at 9.09,11.09 TC- 146.09 lb Conc. Load at 13.09 BC- 240.72 lb Conc. Load at 7.04 BC- 84.38 lb Conc. Load at 9.09,11.09 6X6 BC- 105.00 lb Conc. Load at 13.09 BC- 1336.12 lb Conc. Load at 14.69 5X6 3X4 2X4 III 5X6 - 5X10 - 2X4 III s a � s T s /" 3.0:::;;;;.°3) ''.. 14441%%%•.-: 6 2X4 III 5-0-3 2412 61 4X6(A1)n = 4X6(R) III 7X10 -62 8X14 m 3X8 - 5X6 = 3X4 -m 2X4 III 3X6(A1) 1L-„9 1 4-1 I, 7-0-2 _I- 13-0-0 jI 12-8-6 _I- 9-4-2 J Fc 44-4-11 Over 2 Supports R=2994 U=431 W=5.25" R=2199 U=305 W=5.25" 000..n lwrtran/. Design Crit: FBC2014Res/TPI-2007(STD) +�°S M H. ,f/y PLT TYP. Wave FT/RT=00/x(0%)/0(0) 15 4' a•' ' fclTY:1 FL/-/5/-/-/R/- Scale =.125"/Ft. ••WARNING!•• READ NO FOLLOW ALL NOTES ON THIS DRAWING! :f ••, ••IIPOWTANT•• FURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Iy TC LL 20.0 PSF REF R408-- 5048 Trusses edition 0 Deo aro In rabrlcotl n ne b o• ' • ,. ,g. Sfeling. oblation. calling a o s Rorer c ,, :p 0 708 r o faC5 (Building Component Safeco information. byTPI and WTCA) U,.nary Crattlt arlpe s TC DL 7.0 PSF DATE 09/18/17 T1 Porer eyn911 �°runctlon,. tlns[allarrucc .toravlee teeaerery bre Ing per SCSI. Unto„notes otM1 w� � . cM1 s a properly a forM1pe,t M1 e`M1ing of webs • BC DL 10.0 PSF DRW HCUSR408 17261403 rigid coiling. Loc.0 on,shown for permanent l restraint cab, l have bracing lee`p GCS A I' Nil N csctloin 03, al or unl ss,^noted otherwise. R plafer toldraw`M1el•cnotrberp tang rd plaateition e,onion above e a S AT• O e: s i--' a Jnlnt Dota l,, unle ted CompComponents t ng,abOA_Z eared sire Plot.positions. a BC LL 0.0 PSF HC-ENG LP/WHK Alpine. .division or ITR Building Coeponencs Group Inc. ,M1 responsible r any deviation from' //+� , (` y, erewl,.g, any r euro co calla tM1e cru„ In con rorwanco acM1 AN51/TPI 1, or ror M1ene ung, sM11PPing. '•'1. *-1\••. .4 AN ITW COMPANY installation L bracing or trusses. E' '''''---..A. :40. . s �IP.. FF. TOT.LD. 37.0 0 PSF SE N- 877239 A seal on rule drawing or cover peg. listing this droving. Indlc.teo.ceept.nc.of profoesleeel engineering �l7 • •e SEQN- responsibility solelyefor lig design rer TMS suiI 1 tability and u.e of this drawing for any structure 1. naros �QNq��N DUR.FAC. 1 .25 FROM JB 24(EI Lake Orange Dr.,Suite 150 kamo_ Orlando.FL 32x37 For Lore Inrereeclen, I,3eb,genera ne ,page ane cne,o web,lcen: • FLCOAaOnx ALPINE: www.alpineltw.cow, TPI: www cpint.org: RICA: ,a.sbclneustry.cow: ICC: wee.lccsere.org William H.Krick Lic.Number 70;61$PACI NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B01 ) Value Set: 13B (Effective 6/1/2013) 3 COMPLETE TRUSSES REQU I RED t - -1 t Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x8 SP SS :81 2x8 SP #2 N: Top Chord: 1 Row #12.00" o.c. Webs 2x4 SP #3 :W2, W7. W12 2x4 SP #2 Dense: Bot Chord: 2 Rows W 3.50" o.c. (Each Row) :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Webs : 1 Row ® 4" o.c. :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Brg blocks:0.128"x3", min. nails TC- From 56 p f at 0.00 to 56 plf at 10.63 brg x-loc #blocks length/blk #nails/blk wall plate TC- From 56 p f at 10.63 to 56 plf at 16.00 2 31.563' 1 12" 10 Rigid Surface TC- From 56 p f at 16.00 to 56 plf at 21.37 Brg block to be same size and species as chord. TC- From 56 p f at 21.37 to 56 plf at 32.00 Refer to drawing CNNAILSP1014 for more information. BC- From 20 p f at 0.00 to 20 plf at 1.48 BC- From 10 p f at 1.50 to 10 plf at 16.00 130 mph wind, 27.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 p f at 16.00 to 10 plf at 32.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 1558.64 lb Conc. Load at 1.57 DL=5.0 psf. GCpi(./-)=0.18 BC- 1146.47 lb Conc. Load at 3.57 BC- 1703.64 lb Conc. Load at 5.57, 7.57, 9.57,11.57 Wind loads and reactions based on MWFRS. 13.57,15.57,17.39,25.39,27.39 BC- 1753.87 lb Conc. Load at 19.39,21.39,23.39 Left cantilever is not exposed to wind BC- 1713.94 lb Conc. Load at 29.39 BC- 1805.12 lb Conc. Load at 31.39 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(R) III 6X6 5X6 3X4 -- .! t 3X4 3X4 66 3X8 r- 9-2J,11 4X12(E3) III000000, 4X6 5X8 /... • 'r 1-2-11 2 L • r Rv ' ° 22-4-12 1-2-11 4X6(E3) = 5X8 = 4X10(R) ul 12X12 = 6X8(R) II 7X8(R) III 2X4 III 4X12(E3) I; H0912 4X6(E3) IL-6-9 16-0-0 � 16-0-0 _I I< 32-0-0 Over 2 Supports R=14439 U=1213 W=3.5" R=14497 U=1252 W=5.25" �,MImiHiN)nhfgr /fY Design Crit: FBC2014Res/TPI-2007(STD) # \P, ° k PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 i�' b"a•'rt�: ' �VIQTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI . f •-• ...IMPORTANT.. FURNISH THIS DRAWING TO AU.CONTRACTORS INCLUDING THE INSTALLERS. • D ,E TC LL 20.0 PSF REF R408-- 5049 Trusses require o ew aro In fabricating, handling, snipping. Installing eM bracing. Refer to a ellen O ",08 t 1 ,. edition o r BCSI`(Building Component Safety Information. yTPia d UTCA)r�r safety precu t prime S TC DL 7.0 PSF DATE 09/18/17 to ppchoord Ing t M1 roso op functions. [Install structural ll provide sheathing bo bracing dor BCSI. ven pr noted oth att wag i top chord nhallp eve properly a Cached et to Tal rM1 tr end bottomchordofd shall havebrae•properly All--1111N : T�I rigid tolling. Locations:hewn for pornanan[ leterel restraint of robe hal have bracing Instilled BCS BC DL 10.0 PSF DRW HCUSR406 17261392 -,��)0 N t::,:::::::::::::::7:::::::7:-....,::':: ections Ba. B7 or BIO, as applicable. eApply pintos to each locoof truss and position as shown above tl S AT 1 c) i ( o Joint potslle, unless n CPU ocher o Roler to tlrewingn 160A-2 forantlard place pea cions. .14 .%, • Alp ha. a dlvlsl f lTr Bellang :-.ants Group Ir. 71:11 n t be responelble Ter any d fres ,�p ' ,.'A�t BC LL 0.0 PSF HC-ENG LP/WHK drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping. ..1 N •• , AN ITB COMPANY nallation A bracing of trusses. �44:5,c.•.•..,..a••' G�� TOT.LD. 37.0 PSF SEQN- 876869 A seal on this drawing or rover P.O. listing this drawing. IIB le.tas..cept.nea of professional .glrwrinWf} { responsibility solely for the do.lin.howl. The suitability and use or this droving for any structure Is tna ti /Q ISI A L�� responsibility of the Building Designer per ANSIRPI 1 Sas.:. 4* 'Y/'t w,�lo"' DUR.FAC. 1 .25 FROM JB 2400 Lake Orange Dc.Suite 130 M+MsrNrwf Orlando.FL 32837 ALPINE For mere information Tl, 1.job's genera notes doge end these web sites: Itt..fe PACING 24.011 JREF- 1W4C408_Z1• FLCOAa027N alpinoit•c this erg: WTCAG shci„dustry.cem: ICC .erg William H.Krick Lic.Number 70$65 - 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B02 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 27.15 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. 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 13.57 ft. from roof edge. 5X6 iiT 5X6 5X6 4 . 3X4 0tt 3X4 6 r \a) (e) 6 9-2-11 2X4 IIIlir 2X4 III :/ \` 1 22-4-12 1 3X4(A1) = 5X6 m 5X8 = 5X6 = 3X4 _ 3X4 - 3X4(A1) ,I 2 17-9-2 _I 17-9-2 1I Ec 35-6-3 Over 2 Supports >1 R=1346 U=102 W=5.25" R=1346 U=102 W=5.25" RL=165/-165 oottelsomNrofnl4 Design Crit: FBC2014Res/TPI-2007(STD) �+ QPM H 4.. .,„,, PLT TYP. Wave FT/RT=0% 0% /0 0 15 t� '►, - �/ ' ( ) ( ) g. S i• p,'n QTY:1 FL/ /5/-/ /R/ Scale =.1875"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� Ti" LL 20.0 PSF REF R408-- 5050 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extreme care in fabricating, hantlling, shipping, installing and bracing. Refer to an o • 7 • of BCS1 (Building Campos t Safety Information, by TPI and WTCA)rfor°safety prectic ell �. 08` o performing those unctions. Installers shall provide temporary bracing per RCS!. Unless noted a pride s TC DL 7.0 PSF DATE 09/18/17 cop chord shall haveproperly atached structural sheathing and bottom chordshall have a properly s wa • rigid ceiling. Loations,shown for permanent lateral restraint of webs shall have bracing Installed" BCS BC DL 10.0 PSF DRW HCUSR408 17261356 All s Bl. BT or B10. an appiicablo. Apply plates to each face of truss and position es shown above O S AT- O II I , sections Details, mleae noted otherwise. Refer to dr.wingA,BGA_:far st.ward plan poaltions. .v, -... 1: illi BC LL 0.0 PSF HC-ENG LP/WHK A I' J N I Alpine dw s r rtr Bel Idmg Compononcs GrO�p Inc. +hau nod Iw responsible for any doviauoh Fro h�•e p•� ` .6-4 F _ Ing. any Failure to build the cross in confornanco with ANSI/TPI 1, or for handling. shipping, V .,I\• • AN ITW COMPANY drawing.lathes A'brating n."tre„°,. �F -.,•,,...•°' ;SV4 TOT.LD. 37.0 PSF SEQN- 876638 Ar mini on this crewing or never page listing this crewing, indicates seeeptenee of p lona!engineering responsibility solely for the design shown. The aulteblilty end use of this drawing For any arscture is the �L.S�uNAL ftN,,. DUR.FAC. 1.25 FROM J B 240 Lake Orange Dr..Suite 150 responsibility of time Building Designs per ANSI/TPI 1 Sac.2. •�M/N+NNfotomi Orlando.FL 321137 For more information this fob's general notes page and thoso ens sites: a FLCOA#D2711 ALPINE: eva.alpineitw.com: TPI':w.tpinst.org: RICA: ewe.shrindostry ICC. o..Iccafn.erg William H.Krick Lie.Number 70861SPAC I NG 24.0” JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B03 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 13.48 ft. factor for dead load is 1.50. from roof edge. 5X6 5X6 5X6 5X6 s 6 r � 6 3X41/ 103p):4 (a) (a) 8-1 -3 2X4 III2X4 III n'" 4_22-4-12 11 3X4(A1) = 5X6 = 5X10 = 5X6 = 3X4 .._-- 3X4 _3X4 as 3X4(A1) ll�s 11F9 21 17-0-2 ? 6-h1 17-0-2 Fc 35-6-3 Over 2 Supports >1 R=1346 U=103 W=5.25" R=1346 U=103 W=5.25" RL=158/-158 1pr11Hnl.ww,,yr Design Crit: FBC2014Res/TPI-2007(STD) +�' ` M H• • PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 ,41 7P'1 0-r4-NTY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! � .a �1 ' REF R408-- 5051 "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'F TC LL ZO.O PSF Trona°,require extreme are In fabricating, handling. shipping. installing and bracing. Refer to 1 Z o fBCS I`(Building Component Safety Information, byTP1and NTCA)rfor safacy practic 'prid 0.708, .708•1ii.,z.: i TC DL 7.0 PSF DATE 09/18/17 o performing those functions. Installers structural ratoravlth ng and bottom ho per ave lbracnlopr nat.properly Oth tt a cop cnerd snal°hn vo properly a t h d c u n n tr•nt bottom c hal anal° ha a properly erigid eel Ing. Letalonn,Lawn .ar per..neht I .`e rant ar web,venal h Ing In,t.°I d p '*s• BC DL 10.0 PSF,4 ,��0 nccl .Bl. B7 or 610 •0 ppuc.bio. M1AApply pisto,earewach taco or •nd pos°tlon es shown•bovh • S AT• 0 DRW HCUSR408 17261353 o Detail., unlessted otherwise. Refer to Ings 180A-Z a standard plata positions. �a(� BC LL 0.0 PSF HC ENG LP/WHK I I Alpine, a division of ITN Building Components Group Inc. shall not o responsible for any deviationfro it i .1'4,4' •/�/C Ing. any failure co build the truss in conformance with ANSI/TPI bl. or for handling, shipping. * .. �{/ r AN ITW COMPANY 1 nsta°ration A bracing of trusses. 'R..Di/C� sa��••'•�,a+a ' A sal on this droning or cover Ii.o. listing this drawing. Indle.c...capc.ne.of professional engineering ,s' ��\V�� TOT.LD. 37.0 PSF S EQN- 877090 rasponalbiiity solely for the design shown. The sulteblllty and use of this drawing for any structure Is h> .,hI�S,Q�r»��`00' DUR.FAC. 1 .25 F ROM JB Z4OD Lake Orange Dr..Suite IN) r.aponsleiiity of the Building Designer per ANSI/TPI 1 S.c.2. -ryr M+t Orlando.FL 32837 For more information, is 3eb•a general notes page. t web PACING 24.0" JREF- 1W4C408_Z13 FLCOA NO 278 ALPINE: www.alpinaitw.com: TPI: www this WTCA: ..w., ust y these ICC':..,iccsafe.org William H.Krick Lic.Number 70:61S - 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B04 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 26.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 13.23 ft. factor for dead load is 1.50. from roof edge. 5X6 = 5X6 : T 5X6•e, 5X6 6r tt 41' r 6 7-1 -3 3X4 -o= (a) (a) 3X4 1 • I • *22-4-12 3X4(A1) = 4X4 = 5X6 = 5X8 - 4X4 = 2X4 III 2X4 III 3X4(A1) L 9 1E—;.I I, 15-0-2 ,I, 5-6-0 ,I— 15-0-2 J 1< 35-6-3 Over 2 Supports H R=1346 U=105 W=5.25" R=1346 U=105 W=5.25" RL=140/-140 looMEmHNINun,nfrfy Design Crit: FBC2014Res/TPI-2007(STD) �,�r�"PM H' k PLT TYP. Wave FT/RT=O°h(0%)/0(0) 15.00. ••4 t�4.-., TY:1 FL/-/5/-/-/R/- Scale =.1875'I/Ft. '•WARNINGI•• READ MD FOLLOW ALL NOTES ON THIS DRAWING I.. ...e' �� ' TC LL 20.0 PSF REF R408-- 5052 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a creme caro in fabricating, handling, shipping, installing and bracing. Rotor to an folio/ • S ba of SCSI (Building Component Safety Information. byTPI and RICA) for safety practic price o.708.1 S TC DL 7.0 PSF DATE 09/18/17 o performing malt oar functions.attached ers structural shall provide sheath ng a.abo bracing per LICSall e a pa prtedoperly om ' ' _ cop doors aha Ibbava properly d t r pe mt ural rase re restraint art bots ore shall have.properly. rigid eel Ing. Locations shown r permanent latera rwetrel of seas all h e bracing installed "�!:: • BC DL 10.0 PSF DRW HCUSR408 17261347 A^ I O`�N 1 the Join BT or B,G, es noted otherwise. tho ase Refer to co each drawings for sand position po shown above e� O II L 1 e a sant Dafaila. saes,n fad atb r Rafar to er.a�a 160A-:for standard plate positions. t SAT 0 Ce: BC LL 0.0 PSF HC-ENG LP/WHK Alpine, a division of ITR Building Components Group Inc. shallt be responsible for any deviation fro �% ^/ ' , �.!"y C ng, any failure to build the truss in conformance with ANSI/TPI ,, or for handling. shipping. ty ` -( _,,,„ TOT.LD. 3 7.0 PSF AN ITW COMPANY installationd1 drawing or cover <4.'''' ` •.,, • .a•••r3 SEQN- 876673 A.mol on this sroly or awv.r P.w listing tThe.Messing. IM Id tosuse or thisI,dr of progfor a yes engistructure c �, ONAl•(AA DUR.FAC. 1 .25 FROM JB A seanabllldrawly for foo r pogo.bowl. The dsballty and udo of Ch1s dr.w leg for sir s,run une le fM 4. 23(Nl Lake Orange DL.$IIIIB lSG reePon•Ibulcy or the Building Designer per ANSI/TPI 1 Sec.2. f ,W , NmPl til Orlando.FL 32537 For more Information see this Jon's general notes page and c web e • FL COA N(1278 ALPINE: ww..elpinoito.coe: TPI: www cpinsn.org. NTCA: wwwb .scinAustry these ICC: so..Iteeefa.erg William H.Krick Lie.Number 70:6 ISPAC I NG 24.0" J REF- 1 W4C408_Z 1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - 805 ) Value Set: 138 (Effective 6/1/2013) 130 mph wind, 25.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind 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 MWFRS loads based on trusses located at least 12.98 ft. factor for dead load is 1.50. from roof edge. 5X6 : 3X4 - 5X6 3X4 0 3X4 • 3X4 ,6 r • 6 6-1 -3 3X4 >r22-4-12 3X4(A1) m 4X4 = 5X10 = 5X10 = 4X4 = 2X4 III 2X4 III 3X4(A1) 1]. 91.1 u9211 I__ 13-0-2 -I— 9-6-0 ,I— 13-0-2 J 35-6-3 Over 2 Supports R=1346 U=107 W=5.25" R=1346 U=107 W=5.25" RL=121/-121 lrynmT7mwr r.,y, Design Crit: FBC2014Res/TPI-2007(STD) M ". PLT TYP. Wave FT/RT=0%(0%)/0(0) 15/k,�30F;;: V .4-N)TY:1 FL/-/5/-/-/R/- • Scale =.1875"/Ft. ••RAI NINGI•• READ AND FOLLOW Au NOTES ON THIS DRAWING, le ' N' Z' r. 1, TC LL 20.0 PSF REF R408-- 5053 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a ^- Trusty require extreme aro In fabricating, handling, shopping, installing and bracing. Refer to an of s e s odotion o rnC51`(Building Component Safety Information, byTPI and WTCA)for safety prattle (prim* 40.7Q8.1 ; TC DL 7.0 PSF DATE 09/18/17 o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted o e i • • Oddiihkto chord a a properly she° e Nal sheathing re restraint ° bo `c shard. b .properly. .I BC DL 10.0 PSF DRW HCUSR4O8 17261345 rigid ceiling. Location,shown`attached lateral res aln[of"wwbn I have bracing installed IS: • ,4 the Join B]. BT or BIO, as applicable. Apply p1.ton to each a 1160.2 fru tand rdposition plate es stiontabove d • S AT m O IIILIII�L J I ° o Jolnc Details. unto totl cable. A. Refer es todrawings ace of Iorss ands rd piece positions. 6 : y.� I sAlpine. a division of ITR Building Components Group Inc. responsible for any deviation nook • fi 4,4'4' BC LL 0.0 PSF HC-ENG LP/WHK inq. any f t build< truss ,n conformance with nANSI/TPI"1. or /or handling, shipping.e j�a.ae� , • AN ITR COMPANY m:�ailat;on A°braung or trusses. f• . .••'�� , TOT.LD. 37.0 PSF SEQN- 877093 Ar.e.I en this drawing orcover bpege listing this drawing. Indicates acceptance of prof..signet engineering •""•j° responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the 4-.41441114001010$00.°‘0 L 240(1 Lake Orange Dr..Suite 150 espon.Ibi iity Sr the Building Designer par ANSI/TPI 1 S.c.2. 1w�/ � Iwo#„`t DUR.FAC. 1 .25 FROM JB Orlando.FL 32%37 For more information . this Job's general notes page and c mob Mite, PACING NG 24.0" JREF- 1W4C408_Z13FL COAHI 270 ALPINE: www.alpincite.cee: TPI: moapinst.arg. RICA. ww .nbcindustryee: ICC: wwa.,ccaafe.org William H.Krick Lic.Number 70861S 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B06 ) Value Set: 138 (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind 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. 5X6 = 2X4 III 5X6 mi 3X4 -, r —1 63X4 2X4 III _Illir 2X4 III 5-1 -3 .000111 ''' 411144: _._22-4-12 3X4(A1) m 5X6 = 3X8 = 5X6 - 3X4 m 3X4 - 3X4(A1) 1Ie.1 12C9ii I. 11-0-2 .1.- 13-6-0 -I! 11-0-2 J (< 35-6-3 Over 2 Supports H R=1346 U=225 W=5.25" R=1346 U=225 W=5.25" RL=103/-103 ��p/tUHIIINITIIHObf ojk rHl �i. Design Crit: FBC2014Res/TPI-2007(STD) .�'!��,,\ '..... ' '" ' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 63`Q�'rf' SJ�•.•�t}TY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��..4.,: /� REF R408-- 5054 •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF Tresses r extreme are in fabricating, handling, shipping, installing and bracing. Refer to and oil.: o.708.1 TC D L 7.0 PSF DATE 09/18/17 the latest edition of SCSI`(BuildingComponentSafety Information. byTPI and WTCA)r for safety practice- prl,ri o porformshg these all have(properly t ached ers shall structuralps elder ngtemporary bo b Ing Po.011 Unless nerd acre 0� • • , F.to chord he o proper„yo attached structural sheathing and botton`chord e i have a properly. a BC DL 10.0 PSF DRW HCUSR4o8 17261410 odgkhk :==';".9e7 igid cel ng. t7=7:::::7=1:7-7:7 7 ons s n far permanent lacerala:ost alnt mf webs a i „eve bracing Installed pe GS 1' S AT' O O s 8 . B]or 810, es eppllcaDla, Apply plates to each face oI Cru end position as shown above a yy •/A� ' , I I I the tJo'iint Details, unless noted otherwise. Refer to drawings 160A-2 fors standard plate positions. 4`m. 1 •4 f ,q(1 N I .. sAlpine. a division f ITW Building Components Group Inc. shall not be responsible for any deviation fromVal. ,^t`• ,.•�4' BC LL 0.0 PSF HC-ENG LP/WHK 1179, any if t aci to build the truss in conformance with ANSI/TPI ,. or far handling. shipping.^ (4.4% "...III.... �\•I TOT.LD. 37.0 PSF S EQN- 876624 AN IT'W CO MPANY Instal . any fail.,t of trusses. ' A soel on this or cover responsibility amlmlyg100 trio tloawl pn shown.ge listing Mlew It.bII Ity and use ofg. Indicates HChIs tlr.wlnptente of prfor•.ny.t000ture•Ianthe M 0NAI.. sO' responsibility of the Building Designer per ANSI/TPI 1 S.c.7. '"Sao ♦ DUR.FAC. 1 .25 FROM JB 2400 Lake Orange Dr_.Suite 150 NM,MRM Orlando.FL 32837 For moranforma ion is Job's general notes pages and Chase web sites " Z13 • FLCOA140278 ALPINE, www.elpinoitw.com<TPI~ww tpinst.org: RICA: www.sbcldustry.com. ICC: www.lccsefe.org William H.Krick Lic.Number 70: 24.0JREF- 1W4C408- 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - B07 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind 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. 5X6 : 3X4 - 5X6 - 5X6 sr "/N � s 3X4 3X4 -4- 4-1 -3 7 — 3 i 22-4-12 rel 3X4(A1) m 6X8 = 5X6 - 6X8 - 2X4 III 2X4 III 3X4(A1) 12C9-gJ 4I L, 9-0-2 17-6-0 J, 9-0-2 J 1< 35-6-3 Over 2 Supports H R=1345 U=219 W=5.25" R=1345 U=219 W=5.25" RL=84/-84 l plRuuLi upf, /4! Design Crit: FBC2014Res/TPI-2007(STD) �\P,.........:112,r7 "% PLT TYP. Wave FT/RT=0%(0%)/0(0) 15.01‘.`..61hi `QBF• S�}'. 1f}TY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. •'WARN I NGI•• READ MID FOLLOW ALL NOTES ON THIS DRAWING! /"� 1 REF R408-- 5055 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C • TC LL 20.O PSF lateral e Trusts rrqulrr e ono caro m fabricating. handling, shipping, installing and bracing. Refer t.antl Ilpw: 0 edition ofBCSl (Building Conponrnt Safety Information, by TPI and WTCA) for safety practice prior. TC DL 7.0 PSF DATE 09/18/17 `o Pcrshc oar!properly. l ` " ` provide pompomry bracing psf lnToss perry oche : • r0.708.1 ' — a s BC DL 10.0 PSF DRW HCUSR408 17261399 9,041164 rchord shall have properly acaca tl structural saoaoltg and bottome had shall .properly a o rigid coiling. Locations shown far pornenonc larel r .Ip or wme shall have bracing Install.po CS ; CJ AT O +83. 87 or B10, as applicable. Apply pintos d position as shown above a oy e i ' I l ho`J Joint Details, uneasy noted otherwise. Rotor to drawings for+stantla standard plate positions. ey.41/ ., LP A��0 N o �X40:4 `, de<c, c BC LL 0.0 PSF HC-ENG LP/WHK I theJoi Alpine. a Details, unless ITW Building rwise. to Group Inc. shall not be responsible for any deviation n from 7? drawing. any I Ilurr to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a• • AN ITW COMPANY insallation Aa brae ing or trusses. F�s,••ss,.oo• sJt TOT.LD. 37.0 PSF SEQN- 877117 A noel on this drawing or cover pogo listing this dresing. Indie.tn.acceptance of professions,engineering 5 al" rosponaiblllty solely for the design shown. The suitability and use of this drawing for any structure Is the 4,,,f A+ �`' DU R.FAC. 1 .25 FROM J B 24181 Lake Orange Dr_Suite I50 responsibility of the Building Designs per ANSI/TPI 1 S.c.a. W*s.,1 ii.w Orlando.FL 32137 For morn inferno ionwvis Job's general notes page and those web " • FLCOAen27% ALPINE: w.elpinoitw.com: TPI: WTCA'. www.abcindustry.conl ICC'w •ww.Iccsare.org William H.Krick Lic.Number 70;615PACING 24.0JREF- 1W4C408— Z13 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - 808 ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense :T2, T3 2x6 SP #2: TC- From 56 plf at -0.14 to 56 plf at 7.00 Bot chord 2x6 SP #2 TC- From 28 plf at 7.00 to 28 plf at 28.50 Webs 2x4 SP #3 TC- From 56 plf at 28.50 to 56 plf at 35.64 BC- From 4 plf at -0.14 to 4 plf at -0.01 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at -0.01 to 20 plf at 1.75 BC- From 20 plf at 1.75 to 20 plf at 7.04 130 mph wind, 24.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 10 plf at 7.04 to 10 plf at 28.46 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 20 plf at 28.46 to 20 plf at 33.75 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 33.75 to 20 plf at 35.51 BC- From 4 plf at 35.51 to 4 plf at 35.64 Wind loads and reactions based on MWFRS. TC- 55.33 lb Conc. Load at 7.04,28.46 TC- 34.98 lb Conc. Load at 9.09,11.09,13.09,15.09 Left and right cantilevers are not exposed to wind 17.09,18.41,20.41,22.41,24.41,26.41 BC- 240.72 lb Conc. Load at 7.04,28.46 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 84.38 lb Conc. Load at 9.09,11.09,13.09,15.09 oc. 17.09,18.41,20.41,22.41,24.41,26.41 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 7X8 = 5X6 -- 66 ff c 6 3X6 Tz T3 3X6 a 3-1 -3 Md _ M - 22-4-12 4X6(R) III 8X8 m 3X6 = 10X12 lai rill 3X4(A1) = 2X4 III 2X42III 3X4(A1) L9.y111c91..J 1, 7-0-2 ,I_ 21-6-0 -I- 7-0-2 J 1" 35-6-3 Over 2 Supports R=1833 U=251 W=5.25" R=1833 U=251 W=5.25" ,y wiIpmuMwapr4" Design Crit: FBC2014Res/TPI-2007(STD) ,�e��,,\Q`1,.l�je•H:,er .,, PLT TYP. Wave FT/RT=0B%(0%)/0(0) 15 ;63`Q6t- 1�1}'..00TY:1 FL/-/5/-/-/R/- Scale =.1875"/Ft. "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! • • TC LL 20.0 PSF REF R408-- 5056 •'IM '•PORTANTFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. d o ,1 .. Trussox require c t emo eru In fe ricating, hentlling, sM1ipping, n cal ing and b ing. R^rer co entl ollow• 0.70841+ s a latest edition orr SCSI`(BuildingbC,,.ponnnt Safety Information. bysTPIl and WTCA)r or safety practice. prier. '1 TC DL 7.0 PSF DATE 09/18/17 o per'ermine a eaa rwna lona. tlnaca n^rrute raeor.eim eesp^r ory erabing per duel,'onto..noeodo ee. o� • • ^ cop chord shallhM1ave properly a techotl st u M1 bine end bottom cM1ord shall have°properly a • C rlg,d mei ing. Location°.hewn rer permanent l °°o I t f web,.hal h b Ing Inata d pe GS ; �+ A .- BC DL 10.0 PSF DRW HCUSR408 17261367 s 63. 67 or 610, as applicable. Apply platestoeach race of c end position as shown above e e S AT s O a • A�I O1 A I I fl cM1etJo^nt DeticVi~ionunlos°notatl otherwise. Rotor co drawingsal'BGOCZ cor standard poslovolacl n fro**1,% k a { l lu. J ' \V, ...}}},,, �k��! BC LL 0.0 PSF HC-ENG LP/WHK Alpine, a i or ITR Bulltling Components Group Inc. sM esponsiblo for any d n /,`..A ,^1` a ,• C ng, any failure m build cM10 truss in conformencn with AN51/TPlbl.ror fur handl ng, shiPPi^9.o /(41't ..... ---.N.0..1, TOT.LD. 37.0 PSF S EQN- 877230 AN ITW COMPANY �inacal lotion brncing or trusses. Caa A seal on this drawing or cover page listing this drawing. Indicates acceptance of p 1one1 engineering Gr asponslblllty solely for Eno design shown. Tho suitability and use of this drawing for any structure Is he Al�r OI'd#'% �s0 DUR.FAC. 1 .25 F ROM JB 23W Lake Orange Dr..Suite ISO responsibility of the Building Designer per ANSI/TPI 1 Sec.2. NIWMNN11100 Orlando.FL 32837 For more nforne ion cc is job's general n s pages antl t est web altos'. FL COA#027H ALPINE: www.alpinoltw.com c TPI.www cpinst.ore: WTCA: www.sbcindustry tom. ICC: www.lccsafo.org William H.Krick Lic.Number 70:61SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/20 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CO1 ) Value Set: 13B (Effective 6/1/2013) (J) Hanger Support Required, by others Top chord 2x4 SP #2 Dense Bottom chord checked for 10.00 psf non-concurrent live load. Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Lumber value set "138" uses design values approved 1/30/2013 by ALSC 4X4 IN 6 1— --i6 5-4-3 3X4 % 3X4 1 Era d I zz-a-lz 2X4(A1) = 5X6 - 2X4 III 2X4 III LE 1-9-2 L 10-0-2 _I, 8-3-0 ,I I< 18-3-2 Over 2 Supports R=530 W=5.25" R=450 H=H1 pasmms,rnrrhfrr Design Crit: FBC2014Res/TPI-2007(STD) i Np,O H. PLT TYP. Wave FT/RT=OD%(0%)/O(0) 15,15450.1...P%.; S;0 / <•QTY:2 FL/-/5/-/-/R/- Scale =.37511/Ft. "WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRARN GI �Sea •V t' TC LL 20.0 PSF REF R408-- 5057 •'IYPORTANf'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •1 Trusses require extreme are in fabricating. handling, chipping, installing ane bracing. Refer to a follow the latest a r BCS1`(Building bComponent Safety information. yTPIe WTCA)rI safety pracci" prier 0.70841 - TC DL 7.0 PSF DATE 09/18/17 o performing Ithose ofunctions. Installers shall provide temporary bracing par BCS1.for noted o t top chord shall h a properly attached structural sheathing and bottom cchord shall have a properly e �o gid ceiling. Locations. mwn permanent latera slot hail have bracing installed °'�C6! • i • ' = BC DL 10.0 PSF DRW HCUSR406 17261417 r� sections B3. BT or B10. ass applicable. mApply plates to h face o d position sabove ., II [1===4 O A 1 1 t• coo Joint Decells, un loss osteo ochorwisa. Refer co draw�ngeli6OAA-Z ror ecantlerd plate posit)ons d o e S AT a 0 II Iu I \v' I Alpinc. a division of ITW Building Components Group Inc. h osponsibla far any devlatlenfr .`�,.• /L �Q t' BC LL 0.0 PSF HC-ENG LP/WHK drawing, any failure t build the truss In conformance with ANS I/TP1 1.ror for handling. shipping, I/'1 a. (L7 '^+�`. ra e AN ITW COMPANY insallatlon a bracing or trusses. VVV,,I;• ,r�� io* TOT.LD. 37.0 PSF SEQN- 876797 A 00.1 on this drswing orcoverpage listing this Crewing. Indioet•s acceptance of p lona) engineering (�///++7 '••an•aa• responsibility solely for the design Mown. The suitability slid use of this dr wing for any structure I• h „ (S 24(x)Lake Orange Dr..Suite Ii0 responsibility of the Building Designer per ANSIRPI 1 Sec.z. 4% 2400 �Q(UQL,../,Ntt DUR.FAC. 1 .25 FROM JB NftMppllNow- Orlando.FL 32N37 For more information see this Job's general notes ca and those web g William H.Krick Lie.Number 70861SPACING 24.011 JREF- 1W4C408_Z13 FL COA 110 278 ALPINE www.alpineitw.com: TPI', www cw pinnc.org: WTCA: wa .s i nustry.com: ICC: www.iccsafe.org 18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - C01A ) Value Set: 138 (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 4X4 = I. 6 F-- --i6 5-4-3 3X4 -.• 3X4 i 411. i 1-3-2 .. •• 4_22-4-12 i i 2X4(A1) = rl 5X6 - T 2X4 III 2X4 = L 1-9-2 I, 10-0-2 ,I, 8-2-2 J l 18-2-4 Over 2 Supports R=530 W=5.2511 R=435 W=4.375" wommilnl41414,,r Design Crit: FBC2014Res/TPI-2007(STD) ':p, H. kr PLT TYP. Wave FT/RT=0%(0%)/0(0) 15,+'5 e1`A "DOT/ %QTY FL/-/5/-/-/R/- Scale =.375'1/Ft. oN•'WARNINGIS' READ FOLLOW ALL NOTESON THIS DRANGI y. yi • ANDTC LL 20.0 PSF REF R408-- 5058 "'IMPORTANT** ___ IMPORTANT•• FUG ISN THIS DRAWING TOO ALL CONTRACTORS INCLUDING THE INSTALLERS. ie Trusses require extreme aro in fabricating, handling. shipping, n cal Ing and bracing. Refer to a Tolle. _ the latest o of BCS Ic(BuildingbComponant Safety Information. bysTPll:ma WTCA)rfor safety practin s pri r O.708 r 1 a a - TC DL 7.0 PSF DATE 09/18/17 o pchord shall have aveCproplrly Installers struct ral li provide ngtemporary bo bracing poshall have notal at o e Cep chord nellnnaca properly attached forpe st u lateral restraint and bottom chord shall brae a properly 'I i. i ' 1 BC DL 10.0 PSF DRW HCUSR408 17261338 rigid cti coiling. Locations ns shown for per hates rostra int or foto shell have pos b ciao Installed s • - All IJ �� I sections B3, BT or 610.sssh applicable. Apply pieces to eecha face truss and position as shown oac,bnVir6ytl o ••� O I T. a Joint Dotells, unle tad etharwlsa. Rafor co drawings 160A-2 f andird place positlens. S AT: 0 • € BC LL 0.0 PSF HC–ENG LP/WHK I Alpine, a y fel ion of ITA 8d the g Components Group Inc. sM1 c bo rosponsihan for any d o a /�, tlrawing, any f (lura to build cho truss in conformance•100 ANSI/TPI 1, or for handling, shipping, •• I'• • fa • AN ITW COMPANY instal ration tabracIng or tresses. ''4�.Q�a%a,1•1`•f�GN��', TOT.LD. 37.0 PSF SEQN- 876791 A seal on this dreoIng or cover page limiting this drswing, Indleetee eecsptanee of p level engineering ey•" osponslbll lty solely for Cho design show,. The suitability and use of this drawing for any structure Is h N 27fq Lake Orange Dc.Suite ISO responsibility of the Building Designer per ANSI/TPI , Set.2. *,S10N AL� se DUR.FAC. 1.25 FROM JB Orlando.FL 32837 For more winformation s this job's general notes pogo and c web sites: MNMIiMM FLCOA80278 ALPINE: w.alpinolwwMA:TPI: .tpinst.org: A: www.sbcindustry oo., ICC: www.iccsafe.org William H.Krick Lic.Number 70$61SPAC I NG 24.011 JREF– 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CO2 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 25.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are 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. 4X4(R1) o, 5-4-3 3X4 3X4 40 6 r---- 41.41444444444444444447 6 4 • 1400 i II--- 11 ki 4..22-4-12 I 2X4(A1) - 5X6 -. 2X4(A1) 2X4 III 2X4 III LE 1-9-2 LE 1-9-2 10-0-2 10-0-2 I< 20-0-3 Over 2 Supports R=762 U=143 W=5.25" R=762 U=143 W=5.25" RL=89/-89 .WMIHUINITi,,i,, r Design Crit: FBC2014Res/TPI-2007(STD) pp.�% H. /�-, PLT TYP. Wave FT/RT=OT0(0B%)/0(0) 154061.1114. "0_7Y/°4QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. ••WARN INGI•• READ AND FOLLOW ALL NOTES ON TNIS DRAW INGI �A-14•a�\.> F •. `_• : TC LL 20.0 PSF REF R408-- 5059 •'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trlssoos require extreme arc .n fabricating, nanoiing, snipping, installing and bracing. Refer to a ollrs p TC DL 7.0 PSF DATE 09/18/17 0 edition of BC51c(Building bComponent Safety Information, byTPI and WTCA)r for safety prat[."sfpr.o O.708 1 1 • ! _ o performing ha t est 1properly enacted sts shall providesheath temporary bo bre .n9 per all have opt prod o c041164 w , top chord ceiling. have oca properly e t M1pe structuralral re tr a t bottoms: Il M1 a properly e rigid ncai Ing. Locations aha r permanent lateral restraint of w chord shall Ing Installed a15n i • s BC DL 10.0 PSF DRW HCUSR408 17261401 ,4 �O` _ 1 ;„:tions BJ ri or g^O Sac^oppl.ceb o' 4PPIy pletos to oach '72oro!cot t."':1 posit"as snow" o tl e S AT J N I f• o Joint Dotalls, u Ic etl ocn t c Refcr to tlrewings 160A-Z f TT"positions. . � F BC LL 0.0 PSF HC ENG LP/WHK I ' drawing. a y Tai lur o! Ibu Building Components Group Inc. s ospons handling, tlpping.onvfr 1. ng, any failure c build the truss in conformance witM1M1ANSI/Tpl1, or for M1entllingasn shipping. n�4a.Ir� '��`. J• AN ITWCOMPANY dinstallation A bracing of trusses. ,.0 .a�G.\*'ta TOT.LD. 37.0 PSF SEQN- 876782 A eoel on this drawing or cover pogo listing this drawing. Indltetee acceptance of profea.Ione! engineering .•••''••• - responsibility solely for the design shown. The suitability end use of this drawing for any structure Is h p 1 N responsibility of the Building Designer per ANSI/TPI 1 See.¢, •M VON AL,� `p0 DUR.FAC. 1 .25 FROM JB 2J(NI Lake Orange Dr..Suite 30 '�MNAlim ow." Orlando.FL 32837 Far more information la Job,general notes Page and t websites: '"" PACING 2 4.0" J REF- 1 W4C 408 Z 1 3 • FLCOANO27% ALPINE: www,alpIneltw.com: TPI Sww.cpinsc.org; WTCA'. www.sbclndustry sew: ICC: www..iccs.fe.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CO3 ) Value Set: 138 (Effective 6/1/2013) 130 mph wind, 24.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind 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. 4X4 = 4X6 m- ai iJ 6 r-- --i 6 4-1 -3 3X4 3X4 110 4t I 0 O 40_22-4-12_'-__ 2X4(A1) _ 3X8 = 5X6 - 2X4(A1) 2X4 III 2X4 III LE 1-9-2 >i L‹ 1-9-2 9-0-2 ,I, 2-0-0 J, 9-0-2 J 1< 20-0-3 Over 2 Supports =1 R=762 U=141 W=5.25" R=762 U=141 W=5.25" RL=80/-80 lowoolIHrIN)r' . Design Crit: FBC2014Res/TPI-2007(STD) "6.06•M Hs „r•."�r,. PLT TYP. Wave FT/RT=0%(00%)/0(0) 15 i u .a.)lc ' %4 QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. t. "WARMREAD MI NOI'• D FOLLOW ALL NOTES ON THIS DRAWINGI •• • ` - - - "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v TC LL 20.0 PSF REF R408-- 5060 Trussos require extreme caro in fobricacinq, handling, shipping. installing and bracing. Rorer to a loll Cho - of BCSI (Building Component Safety Information. by TPI and WTCA)rfor safety practi s pr' o.708 . e• TC DL 7.0 PSF DATE 09/18/17 o performing hall oao(properly e structural ers II provide temporary tome ho par BCSall e a pr perly o "s.r • i — top chord ing shall properly attached forpe st ural sM1 erM1ing and bottom chord shall brae a pr operly a rigid cooling.Ing. Locations shown farpermanent lateral restraintf webs shall have bracing Inena letl �/ s BC DL 10.0 PSF DRW HCUSR408 17261398 r• l soctlon.Bl. B7 or 810, am applicable. Apply pianos to each Taco of truss and position as shown a and • • Y II ��D� I e Jolnc Dece a, unless neo oehorwl.o. Refer co z-:::.:6°:,%:°:0:::::°:,:.,-.::-:=0. rawingel'UOA-2 f andard plana aeelnlena S •T= O BC LL 0.0 PSF HC-ENG LP/WH K [ Alpine, a tlivision of ITW Builtling Conpononcs Group Incsh t bo rosponslble for any tloviatlon f • 4•f 1 drawing, any failureto build russos,truss in conformance wltb ANSI/TPI 1, or for handling, shipping. • �`( s •. ' 4' TOT.LD. 3 7.0 PSF • AN ITW COMPANY installation a brae oftrusses. '' A• ea - a'•�I�,t} SEQN- 876779 A aosll on this drawing or cover page listing this drawing. Indicates seeeptsnce of professional snglneerl '•as•••••••%A.500,s - rosponslblllty sololy for the design shown. The suit...icy and use of this drawing for any structure Is t /y\V la responsibility or the Building Designer per ANSI/TPI 1 Sec.x. W/670NQL•Y'`, DU R.FAC• 1 .25 FROM JB 2400 Lake Orange Dr.,Suile 150 'Ad d Orlando.FL 32937 For more information this mob's general n a page and those web sites: "IWIYrIWNIN+ PACING 24.0" JREF- 1W4C408 Z13 • FLCOAN02711 ALPINE', www.alpinaicw.com`TPI`www.tpinst.org: WTCA, www.sbcindustry,com: ICC: ww,iccsafo.org 1111am H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - C04 ) Value Set: 136 (Effective 6/1/2013) 130 mph wind, 24.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind In lieu of structural panels use purlins to brace all flat TC @ 24" #1 hip supports 7-0-0 jacks to BC. oc. Left side jacks have 7-0-0 setback with 1-9-2 cant and 0-1-9 overhang. Deflection meets L/240 live and L/180 total load. Creep increase End jacks have 7-0-0 setback with 1-9-2 cant and 0-1-9 overhang. factor for dead load is 1.50. Right side jacks have 7-0-0 setback with 1-9-2 cant and 0-1-9 overhang. 4X6 = 4X4 = 6 ' In —I6 3X4 3X4 a 3-1 -3 ral El ... 1 NE .422-4-12 2X4(A1) _ 4X4 = 6X6 = 2X4(A1) 2X4 III 2X4 III LE 1-9-2 LE 1-9-2 7-0-2 6-0-0 I 7-0-2 20-0-3 Over 2 Supports R=1131 U=215 W=5.25" R=1131 U=215 W=5.25" loo/lnnrusNup,,,,, Design Crit: FBC2014Res/TPI-2007(STD) , j/i H. '�,, PLT TYP. Wave FT/RT=0%(0%)/0(0) 15� 1 .'E,15 1.4 , : QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. ••WARN IMGI•• READ AND FOLLOW ALL NOTES ON 7X15 DRAWING! /��`�:I C s, •.C� TC LL 20.0 PSF REF R408-- 5061 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care n fabricating, handling, shipping. Installingg and bracing. Refer co a ofl� o ion f SCSI (Building Component Safety Information. by TPI an WTCA)rfor safety preen s`prypr 0.708 1 •• 'z TC DL 7.0 PSF DATE 09/18/17 o performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted o lot. • j Cop chord shall have properly attached structure! sheathing and bottom c shall have a properly e rigid telling. Locetlens a sun for permanent lateral restraint of wales el I have bratIno Installed CO • BC DL 10.0 PSF DRW IICUSR408 17261418 ,4�� hc[lons 81 B]or B10 STs^ppllceble.IsApply pleteoltlawacM1aADAof::7::::.2',;%:2 es s°own abov an _ ' O I • o Joint Oetells, unto tetl oche rw o Refer t Ings T60A-Z posl<lons. I •Alpine. a di,.isien er ITR Building Component.Group Inc. shallt be responsible f any deviation f9al5 NA 13 .T T' O aeL .�;drawing, any BC LL 0.0 PS F HC-ENG LP/WHK failure to build the truss In conformance with ANSI/TPI 1, or for handl T / TOT.LD. 3 7.0 PSF • AN ITW COMPANY installation a brae r trusses ng shipping ,... , A..el on this dr.wIng or cover peg. listing this dr.wing, Indies.*acceptance of p I.n.1 .ngineerl �^ '•.!ate i e.%ere' -''''.f S EQN- 876776 responsibility solely for the design shown. Th.suitability and use of this drawing for any structure I. .(�/ [`�yyc'✓,/ry 2400 Lake Orange Dr..Suite 150 responsibility of she Bunging Designer per ANSI/TPI 1 S.c.2. 670NA`j.``�,Jr'- DOR.FAC. 1.25 FROM JB Orlando,FL 32%37 For more Information s o this job's general notes page end these web MMT • FL COA#0 27% ALPINE, www.alpinelcw.com; TPI: www.tposc.org; WTCq: www.sbc odustr .Ice ~"""l"L PACING 24.0" J RE F- 1 W4C408 Z 1 3 y.coml ICC'ww safe.org William H.Krick Lic.Number 708615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - DO1 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.62 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (J) Hanger Support Required, by others In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 12.31 ft. factor for dead load is 1.50. from roof edge. 4X6 = 3X4 m 5X6 m 4X6 Pm Lg 6 3X4 3X4 4-2 3 G 1-2-11 —I_ A. ON: IMO 122-4-12 3X6 III 4X4 - 5X6 m 3X8 m 6X6 m 2X4 III 2X4(A1) 1.2L2L,..1 I, 5-11-0 _I, 16-0-8 -1— 7-8-2 29-7-10 Over 2 Supports R=1044 U=78 R=1201 U=89 W=5.25" RL=55/-65 H=H1 iliwm nNf^" A Design Crit: FBC2014Res/TPI-2007(STD) 0,0 M H. '"4•, PLT TYP. Wave FT/RT=O%(O%)/O(0) 1544, 11.-€A. Ota j% QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. a•WARNING Ina READ AND FOLLOW ALL NOTES ON THIS DRAWING! ge. S •'�G ,`�� •a '' TC LL 20.0 PSF REF R408-- 5062 "IMPORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. if ±s Trusses require extreme care In fabricating. Safety Information., shipping, y tailing and brae!:,. Royer.c a afp1Ap o.708,1 • "s TC DL 7.0 PSF DATE 09/1 8/1 7 a o!BCSIncti (s. I st Component Safety eteporarbyTPIand WTCA)SI for safety prectl o performing!shalt alt sae functions.attached sts shallructural provide ng temporary brabottom ho per all Unless notedproperly o I a . ' _ top chord ha IhavebLoca properly a t M1 d t ural eM1 Ing and b t chord shall have n properly a ��pp rigid colling. Locations shown for permanent laterals es of carobs shell have bracing installed Ara • ` BC DL 10.0 PSF DRW HCUSR408 17261342 r, 1 ��411116kT1 sections B3, BT or BID, es applicable. IsApply Plates to each facet of for st n°position as shown abs and di, I�a 0 g II o I s o Jeinc Dvtalls, unlace cad stg w o Rarer t ngs 1B/A_2 rr .:Earn plate posltiona :Q BC LL 0.0 PSF HC-ENG LP/WHK I Alpinv, a tllvlslsn of ITW Building Components Group Inc. sh c be rasponslblo for any daviatl on f t, f• drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. ^V!T AN ITW COMPANY inallation A bracing of tresses. a°°I Vs.",...(1a-r,,•...$" * TOT.LD. 37.0 PSF SEQN— 876649 A seal on this drawing or cover paps tinting this drawing, Indicates acceptance of profess lona) snglnse rosponsibiilty solely for the design shown. The suitability and use of this drawing for any structure 2a(xlLaktOranbtD.,sUllt 150 responsibility or Hoe Building Designer per ANSI/7P! 1 Sec.f. +Ayfa1QNQ`.y S. OUR.FAC. 1.25 FROM JB Orlando.FL 32837 For more information Is fob's general notes page and these web sites: �WamnHW"' e FLCOANO27g ALPINE, emw.alpinoilt,.com:TPI:www cpinst.orgi WTCA: www.sbclnduetry.com: ICC: www.iccsafe.org William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - D02 ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 Of at 3.92 Bot chord 2x6 SP #2 :B1 2x4 SP #2 Dense: TC- From 56 plf at 3.92 to 56 plf at 12.94 Webs 2x4 SP #3 TC- From 28 plf at 12.94 to 28 plf at 23.96 TC- From 56 plf at 23.96 to 56 plf at 29.76 Lumber value set "138" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 12.94 BC- From 10 plf at 12.94 to 10 plf at 23.96 130 mph wind, 24.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 23.96 to 20 plf at 27.87 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 27.87 to 20 plf at 29.63 DL=5.0 psf. GCpi(+/-)=0.18 BC- From 4 plf at 29.63 to 4 plf at 29.76 TC- 82.63 lb Conc. Load at 14.69,16.56,18.56,20.56 Wind loads and reactions based on MWFRS. 22.56 TC- 28.84 lb Conc. Load at 23.96 Right cantilever is not exposed to wind BC- 423.87 lb Conc. Load at 12.94 BC- 55.89 lb Conc. Load at 14.69,16.56,18.56,20.56 (J) Hanger Support Required, by others 22.56 BC- 81.76 lb Conc. Load at 23.96 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. 4X8 - 3X4 - 5X6 - 3X4 - 8X16 � s -T- 3X6 3X6 s LJ 3X6 0 3-2-3 1-2-11 Vii! Ololubk6'000001.•.. _L E m oN . 1 22-4-12 _L 3X6 III 4X6(R)1 III 3X6 = 7X10 = 8X14 = 4X6(R) III 2X4 III 2X4(A1) Q-9-2>J I_ 3-11-0 ,I_ 20-0-8 _I, 5-8-2 J 1" 29-7-10 Over 2 Supports H R=1372 U=307 R=1683 U=396 W=5.25" H=H1 ,noel ulrrNlr ff Design Crit: FBC2014Res/TPI-2007(STD) +gyp\�t�..� H. ""',• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15� i00ry•1� �. �04 l"4VTY:1 FL/-/5/-/-/R/- Scale =.2511/Ft. ••WARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI j S, ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y[' e •: TC LL 20.0 PSF REF R408-- 506 3 Trusses a< anm Inswll r o en ou : + retlulio a<roma caro In fabric Ing, S Ing, oM1 io . _ and WTC) Ins.safety `pr.} 8 • TC DL 7.0 PSF DATE 09/18/17 tno latest o o!BCsI (Building Component Safety Information. by TPI entl WTCA) for o y preccic 0.708 e 1 ,41641/4 o Por roormingll M1 unctl ons. tins[ellorruc[relProwltle temporary brecln9 Por SI.eVUnless no<otl o<n r Iso • ' [op d ceiling. ei ing M1 a properly n te[nad at rM1l rM1 tr ant of web ashal nh II n a e Installed taBC DL 10.0 PSF DRW HCUSR408 17261388 rigid c Ing, Locations M1own for pornanonc lateral restraint or wpbs snail have bracing Instellotlp BCs ' ; A11 I[J t1 N tc[Ion.,t. BTISr S O.ss noppllceblawisoPPl y pie Ces to each f160Ao0 cru cane position an anown ebo o = T :t •• �I I- t• c Joint Ooc i u to coo ocM1or Rafor co Orewings 160A-2 Tor s antla rtl place posit Ions. : S � 1 a O I ' sAlpine, a tllvlsi of ITW Bulltling ComPonon[s Group Inc. shell n t be responsible f any davletlan"!r a BC LL 0.0 PSF HC-ENG LP/WHK ng, any raliuro to a Ila too truss in conformance with ANSI/TPI 1, or for nanAIIng. Snipping, r t� w.�.' • ` •�e • AN ITWCOMPANY drawing. llation A bracing of trusses. A aa• �t TOT.LD. 37.0 PSF A seal on this drewIng or cover page listing this Growing, Indicates eceeptence of p level engineering �s(TI•.aallaae��E=� .y1s S EQN- 877227 responsibility solely for the design shows. The suitability and use of this drawing for any structure Is h> SIGNAL VP�`IF 24(Ml Lake Orange DL,Suite ISU esPanslblll[y of CM1e Building Designs per ANSI RPI , s«.z. '+ver NAS.M ,,a DUR.FAC. 1 .25 FROM JB Orlando.FL 32%37 Ear Lara nrarma ien as la�ebn genas ne a pages a t web �WWInWnIW . FLcoANO278 ALPINE: www.alpinolcw.comcTPI. wwwcpinsc.erg: WTCA: worm.abcintlutry.co.: ICC'www.itanefa.arg William H.Krick Lic.Number 70;61SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - D03 ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 plf at 3.25 Bot chord 2x4 SP #2 Dense TC- From 28 plf at 3.25 to 28 plf at 9.62 Webs 2x4 SP #3 TC- From 56 plf at 9.62 to 56 plf at 12.87 BC- From 20 plf at 0.00 to 20 plf at 3.29 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 3.29 to 10 plf at 9.58 BC- From 20 plf at 9.58 to 20 plf at 12.87 130 mph wind, 24.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 29.11 lb Conc. Load at 3.29, 9.58 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 11.60 lb Conc. Load at 5.34, 6.44, 7.54 DL=5.0 psf. GCpi(+/-)=0.18 BC- 101.28 lb Conc. Load at 3.29, 9.58 BC- 40.60 lb Conc. Load at 5.34, 6.44, 7.54 Wind loads and reactions based on MWFRS. (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. 4X6 = 4X4 = s 1---- ----Is 3X4 % 3X4 2-11-3 1-2-11 1-2-11 / +22-4-12 + ii 3X4 m 3X8 m 2X4 III 2X4 III I_ 3-3-0 ,I_ 6-4-8 _I, 3-3-0 J 12-10-8 Over 2 Supports R=575 U=76 W=5.25" R=575 U=76 H=H1 �, Mtnauuau,,,1, r Design Crit: FBC2014Res/TPI-2007(STD) +�"x0.A H. "' PLT TYP. Wave FT/RT=0%(0%)/O(0) 15� 1.,)0r30gia' • ois'Q/Cy�1TY:1 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. i'iae TC LL 20.0 PSF REF R408-- 5 064 Trusses retulro 0 oma ars in fabrlcacing. M1andling, sM1 ippl ng, Installing and b acing. Refer to an folio. %• the latest edition fBCSI (Building Component Safety Information. by TPI and RTCA) for safety prattle prlet- o.798.1 TC DL 7.0 PSF DATE 09/18/17 o porfor.l ng t oso functlona. Ins[ellers an I bracin BCS1. Bnless noted o 01 t T. M1 c cructuralps o 7::::";:.:'.7".::"!L"",---9 sPn to rY 9 Pesnall M1rec 'P'"":: e , top chord snail neva properly a ached s h 7:::a d bottom c d a p'o'orly e r BC DL 10.0 PSF DRW Hcusaaos 17261404 rigid calling. Loc etlona aM1owntfor permanont lateral r of webs sM1sll M1ave b Ing Installedp S� • i ,4 L��g actions B3 B]or B0,35s^ppllcchorwlsoPPIY Plecos co oecM1 faceoof cor st nd positron as shown ebo .e S •T.' O '• I Cno Joint Datelle, to tod o oe'to tlrewings 160A-Z f endard plate poslilons. Ve •7 tI ' BC LL 0.0 PSF HC-ENG LP/WH K I ' Alpine, a division of ITW Building Co.pononts Group Inc. shall not be roaponslble Tor any devlatlon frolu4. s a(�V rQ int. any f u urs cob Id cho[rasa In confor.anco with ANSI/TPI ,, ar for hantl nng, shipping. ��,Iae< 's, aa,a�t+v TOT.LD. 37.0 PSF S EQN- 877218 AN ITW COMPANY installation A bracing ofucrussas. •� `moi A see! on this drawing or cover page listing this growling, Indicates acceptance of prof...lona1 engineering ass.�as /�'1 responsibility solely for tho design snow.. The wltablllty end use of this drawing for any structure is the 4 J• �' jl'" 2400 Lake Orange Dc,Suite 150 respenslbllicy or the Rullding Designer per ANSI/TPI 1 S.e.2. MSS pNq� �t OUR.FAC. 1 .25 FROM JB Orlando,FL 32837 Fnr nerd Inrnr.stl en s is See a general n s pages ane tne.e web O'ffIM IW • FLCOA00n8 ALPINE: waw.alpinoltw.co.. TPI: sow tpinst.org: RICA: mwm..bbindostry.cew: ICC: so..lcdsafe.org William H.Krick Lic.Number 70E61SPACI NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F01 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. 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 "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 - 3X4 1 / 1_0_0 1-4-Q-0-0 ///j)// /// // //.//)/?/ 2X4 III 3X4 =N: P f 1 _40_11-0-0 i i W=3X4 2X4 III 3X4 = 16-5-0 Over Continuous Support R=107 PLF W=16-5-0 Note: All Plates Are 1X3 Except As Shown. „oj111"'ifrr.,,,, Design Crit: FBC2014Res/TPI-2007(STD) elIllh H. ''' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15� i�}0f� o �•,;dtri "*-,�TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. "WARN INCI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI J "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ¢�,•' .n TC LL 40.0 PSF REF R408-- 506 5 Trusses require extreme care in fabricating, handling, shipping. installing and bracing. RCfer to an oils. a o edition of BCSI (Building Component Safety Information, byTPIan WTCA)rfor safety present`fpri`- o.708:1 ., TC DL 10.0 PSF DATE 09/18/17 o performingthesefunctions. cloaca forps oleo temporary we Ing Pef aysl. Unless noted oCC of a , _. cop chord shallnovo properly attached structuralM1 atM1 lmq e e bocconcchord small have a properly a E ole coiling. Locations shown far permanent lateral t benal n e bracing Installed p r" 6; E BC DL 5.0 PSF DRW HCUSR408 17261386 ,4 �O` 1 Cections B3, BT or B10. asapplicable. Apply plates co eachfaceof truss and position as shown above neoma AT w O J a e Joint Deca unless sod otger Rafar drawings 160bZ foreneertl plata pea tions '''...www 47 f1 �i BC LL 0.0 PSF HC-ENG LP/WHK I I Alpine, a division of ITW BuIleing Components Group Inc. sh <ba rosponslble for any eoviatlon fr ss A. S"Q drawing. any failure to buildrs,o the truss in conformance with ANSI/TPI ,, or for handling. snipping. O��.Isj _ .a;G`��C, TOT.LD. 55.0 PSF S EQN- 877132 AN ITW COMPANY nstal la<ion Aabracing of trusses. A seal en this drswing or cover peg. listing this drawing. Indleston stesptents of p lona! ariglneering a..n.e AO responsibility solely for the design shown. The suit.eiilty ane use of this drawing for any structure is h. 4 S/Q�1ALt DU R.FAC. 1 .00 F ROM JB 2A(N)Lake Orange Dc.Suite 150 responsibility of use Bulla,q fissions,-pair ANSI/TPI 1 Sec.2. /S„ mit Orlando,FL 32837 For more information is Job's general notes page and those websites: r/MMIW s FLCOA80278 ALPINE'. www.alpinailtw.com<TPI www tpinat.org; WTCA: sws.sbclneustry.com; ICCww..letaafo.org William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F02 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" 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. 12" I- 8-0-0 I` I- 7-5-0 -I 30" Typ. I- I 1X3 m 3X6 m 1X3 III 3X4 - 3X4 m 1X3 III 3X6 m 1X3 m 1-0-0 / \ } /' ‹._t / \ 1-4-0 -0-0 7 _ +11-0-0 i i 3X8 = 1X3 III 3X8 m W=3X4 3X6 m 3X6 m 1X3 III 16-5-0 Over 2 Supports R=876 W=5" R=876 W=5" Tf��: Design Crit: FBC2014Res/TPI-2007(STD) _O�SP .aN;�k,..oy PLT TYP. Wave FT/RT=0%(0%)/0(0) 15 1,�Hj�tE V,�JTQTY:5 FL/-/5/-/-/R/- Scale =.375"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! • TC L L 40.0 PSF REF R408-- 506 6 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'a Trusses r cmc are in fabricating. handling. shipping, in cal Ingd and bracing Refer co a to O.708 ` o latest a f SCSI`(Du.Id.,Component Safety Information, bysTPI la WTCA)r: safety practice priinq •• TC DL 10.0 PSF DATE 09/18/17 T1 o performing shall hav(properly l "structural ers shall provide bo bracing dor BCSave!haVen pr paced otta °Wl ag i • ` a Cop chord shall o properly attached c u sheathing and bottom chord shall M1 a properly a A ,4111164, rigid ceiling.thesefunctions shown for permanent lateral restraint of mobs h acing Installed pe BITS •; BC DL 5.0 PSF DRW HCUSR408 17261351 T1 a s B3. BT or B10. a applicable. Apply plates each rata of c d position as shown above S AT• O •, ` - ,4 n .[F:=)[1 O I I ; the cJ o�nc OacVlls un lesssnototl ocnorwisa. Rofcr co drewingasl6OAo-Z for stantle rd place posloviacl n Ir TT+ Ws II I[ ' \`11 I Alpine. a I ITW Building Gomponancs Group Ipc. s t bo responsible far . ,e, '�4r. BC LL 0.0 PSF HC-ENG LP/WHK ng, any if!lure to b the truss In conformance withhANSI/TPI 1. or for handling, shipping. O1 j(` %...... 11-%N..•�� TOT.LD.LD. 5 5.0 PSF 1 AN ITW COMPANY drawing, latlon 8 bracing ofntresees. •eawn•a• G\� SEQN- 877129 Ar seal on this drswing or cover pogo listing this drawing. Indlestes acceptance of Pro/...Ions! engineering / WY• responsibility solely for the design shown. The suitability and use of this drawing for any structure Is Ch> �•ON A1. Y�U 23(X)Lake Orange Dc.Suite lilt esponsibility of the Building Designer per ANSI/TPI 1 Sac.2. yhWtrlWngwlWf��tO OUR.FAC. 1 .00 FROM JB Orlando.FL 32837 For more informa ion this Jobs general notes page and those web, PACING 24.0 J REF- 1 W4C408— " Z 1 3 • FLCOA#(127K ALPINE: www.alpinoltw.com[TPI~ t www.tpinst.org: WTCA. www.secindustryoms ICC: www.lccsaro.org William Fl.Krick Lie.Number 708615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F03 ) Value Set: 138 (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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC This truss spaced @ 24.0" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 7-0-0 roof spans Deflection meets L/360 live and L/240 total load. Creep increase with 1-4-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 12" 1- 8-0-0 [ -1- 9-7-0 1 1 30" TYP. 1X3(R) - 3X6 = W=3X4 m 3X4 = 3X4 _m 4X6 = 3X4 1-0-0 7 / 11\14, } / �� / l'144 1-4 4-0-0 f 1_( 4_11-0- r 3X8 m 3X8 m W=3X4 = 1X3(R) 3X6 = 3X8 = 2X4 III 2-1-8 -J 18-7-0 Over 2 Supports >1 R=849 W=5" R=1698 W=5.5" 0,Nppgtmoiti Mr Note: All Plates Are 1X3 Except As Shown. /..,,A Design Crit: FBC2014Res/TPI-2007(STD) �uro . ..H;.... ,, PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. .k.4}'01 ` J Q,TY:9 FL/-/5/-/-/R/- Scale =.375"/Ft. .'WARNING/•' READ AND FOLLOW ALL NOTES ON THIS DRAWING/ • �° ... 3' ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i • _ TC LL 40.0 PSF R E F R408-- 5067 mre :memo rgeiro o trema care ,n fabricating. handling. shipping, installing and bracing. Refer to and olio o.708.1 TC DL 10.0 PSF DATE 09/18/17 0 edition of BCS/ (Building Component Safety Information, by TPI an WTCA) for safety practice prig Aillb • o performing shall have/properly. tfocInstallers strucc structural sheath temporary bracing Per all have a pr notedperly ecce off, s 4 top chord he therm o Properly a tad u sheathing tg and bottom c shall e a properly e qld mi 1:11%71:2:71.1:71b1:77:7; xaums,nrwn r mr.ant I .I t of wba chord I h e hrati g Inataled m BDs BC DL 5.0 PSF '�O`� T' c„at,o.Ba. aThr e,o.y,.noveliotnlrwi,APPIY Pleceoedrw h oto or`or ac na posecion.a anwn.bo.rr oyZ SAT% O :.�f' DRW HCUSR408 17261364 Ail J o Jo Docel 71:71F1:7::::7"'*. ea tad o so Rofar t •nger180A-:fr enderd Pieta msrtlons. //LL �e4,; BC LL 0.0 PSF HC-ENG LP/WH K 1 Alpine. .div yim of IA Build mg Compmon0 Group Inc. shall Tec Oe rrapms mea Ter any devlaUm f w ;a Ina ' . 1' drawing, any failure to b tid the truss in conformance with ANSI/TPI 1. or for handling, shipping. ISZIt.*.at •'t •i . AN ITwCOMPANY installation A°bracing of trusses. /m •. \a TOT.LD. 55.0 PSF SEQN- 877251 A seal on this drawing or cover page listing this drawing. Indicates eeapt.nee of professional engineering OVAL responsibility solely for the design show,. The suitability and use of this drawing for any structure Is the 4 24(0)Lake Orange Dr.,Suite 150 r•'P^^"ellity or Ua Sanding assign.. per ANSI/TPI 1 secs:. �rllro l��fw', OUR.FAC. 1 .00 FROM JB Orlando.FL 32837 For more mformacion y this Job's general notes page. theseswee • FLCOA8027x ALPINE. www.al;ineltw.00m: TPI: wwwpinat.org; PTCA: www.abaind"aryom. ICC sites: iccsafe.Orq William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F04 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC This truss spaced @ 24.0" oc supports additional concentrated load at right end from 8.00' stud wall (13.75 PSF) supporting 7-0-0 roof spans Deflection meets L/360 live and L/240 total load. Creep increase with 1-4-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 14" 21" 2-5-0 I- 5-4-8 -I— I7-10-8 H 30" Typ. 1X3(R) - 3X4 - W=3X4 3X6 - 3X4 - 3X4 - J _ 1-0-0 / 1 4 -0 , i = --zf 11-0-0 i E gif/ 3X4 = 3X4 m W=3X4 - 1X3(R) 3X6 m. 3X8 = 3X4 m 2X4 III Lc 11-6-0 4-11-8 >lc 2-1-8 - f'- 18-7-0 Over 3 Supports =I R=570 W=5" R=1088 W=5.5" R=950 W=5.5" Note: All Plates Are 1X3 Except As Shown. pmllnllwnlnpf,,, Design Crit: FBC2014Res/TPI-2007(STD) it M H. "' PLT TYP. Wave FT/RT=0%(0%)/0(0) 15gIlLAker.<=: O,1'- TY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. •'WARNI NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAW NGI ST .. ••• TC LL 40.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 5068 Trusses require o ono aro in fabricating, handling. shipping. installing and bracing. Refer to an olio0.708.1 j a o edition o`BCSI`(Building Component Safety Information. byTPIand WTCA)`for safety prattle prIbi 5 TC DL 10.0 PSF DATE 09/18/17 o performing those nave functions. ltlle`ruc tell provide temporary bracing Per evolbracnleas noted oCh w to chord he h e propor„yattached t ural sheathing and bots chord shall have a properly a [ o BC DL 5.0 PSF DRW HCusRaoe 17261330 ,041164 rig lO coi Ing. Loce[I ons n for permanent )stere) res el c of wpbs shell h Ing Installotl pe BCS S AT• 0 •, s B]. B)or 8t.i aesapplicable. Apply plates c d position as s„own above All FIN I t' chotJo�nc Dod[Vlls. unless no ccd o[hcrwlsa. Rofor co drewingsf160o<Z�or sscentla ple[vaPysdovleci n d\72..4: A •Ct.£ /111 I \SII 1 sAlpino, a f ITW Building Companento Grup Inc. e„ n osponslblc fer fre.'s e� �� •.e'�� BC LL 0.0 PSF HC-ENG LP/WHK ng. any f ilure to b Id Cho truss In conformance withM1ANSI/TPI 1. or for handling. shippin - • SE N— 877138 . AN ITW COMPANY instal atie Aabracing of"Trusses. g e ce .e,• e ••'�`\� TOT.LD. 55.0 PSF QA seal on this drawing or cover pegs listing this drawing, Indicates ecaptence of prefssalonal engineeriosponsibility solely for the design shown. Tho suirsbnIty end use of this drawing for rut ure I• h>I,g per ANSI/TPI 1 See.:. %ff OUR.FAC. 1 .00 FROM JB 2400 Lake Orange Dr..Suite 15U raapw,elblncy or m.Bunco Dealen•r a„y eL � NAi� Ls*' Orlando.FL 32X37 For mor information a .s job's general notes page and these websites: NM FL COA WO 27S ALPINE: www.elpineltw.comi TPI gww,cpinsc.org; WTCA', www.sbcinduacry.com; ICC: w..Iccsafe.org William H.Krick Lic.Number 70:61SPAC I NG 24.0” JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FOS ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 14" 1 845" 2-10-8 5-4-8 _ 7-10-8 - H 30" Typ. 1 1X3(R) = 3X4 = W=3X4 = 3X6 = 3X4 = 3X4 = 2X4 III 1-0 0 _ --,-1 :::::::2, 1-4-0 � } 4 � � - 3X4 = 3X4 = W=3X4 = 3X6 3X6 = 3X6 = Lc 11-6-0 ,JE: 6-10-6 1. 18-4-6 Over 3 Supports ={ R=625 W=5" R=1087 W=5.5" R=361 H=H1 Note: All Plates Are 1X3 Except As Shown. voitimmiwit.„4' H ,,,y Design Crit: FBC2014Res/TPI-2007(STD) p \$ . /j PLT TYP. Wave FT/RT=0g%(0%)/0(0) 15 43k1)•'y1 � " TY:2 FL/-/5/-/-/R/- Scale =.375'1/Ft. ...WARNING!'" READ MID FOLLOW ALL NOTES ON THIS DRAWING! 1"../ _/ **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a- • TC LL 40.0 PSF REF R408-- 5 069 Trusses require extreme are in fabricating, handling. shipping, n tel ing and bracing. Refer to arintollo• o.708.1 • ,S the •frBCSlc(Building bComponent Safety Information, bysTPlland WTCA)rfor safety precut prise Ti TC DL 10.0 PSF DATE 09/18/17 o performing shall have functions.properlyattachInstallers structural provide sheath temporary bracing dor SCSall havea ps peed ort w to chord shall Locations pons rho attached M1 d t to rat rhea re tr and bottom cord shall M1 a pInstaly a •- BC DL 5.0 PSF DRW HcusRaaa 17261360 rigid coiling. Lecaclons e r permanent lateral restraint obs.hall have bracing otl p BCS ; .S AT e O ,4[I �� i sections 83e 07 or 810.aas^applicable. Apply plates to each face of rand position as shown above i �� m o I a Joint Dotells le cod otM1 rwlso. gofer to tlrawings 160A-Z fors da rd place posit Ions. _ I sections a v slon of ITW Bu utling Components Grpep Inp. shell n eapenal any d atlen fral:•—44 ,,,:. �,ejr�� /A, •mac, BC LL 0.0 PSF HC-ENG LP/WHK ng, any if ilure to b ild the truss in conformance with ANSI/TPI bl.ror(Or handling, shipping, r %I `-t N' •-a , C AN IT'WCOMPANY drawing, 8abracing of tresses. y r I��,...NAL 7� G��'}g TOT.LD. 55.0 PSF Ar.0.1 en this dreeing ore cover page listing this drawing. Indite.*acceptance of p000000Ione, engineering ^� u�'" SEQN- 877144 responsibility solely for the design.novel. The suitability and use of this drawing for an structure Is the OUR.FAC. 1.00 FROM JB 2J(AI Lake Orange Dr..Suite 13(1 responsibility of the Building Designer per ANSI/TPI 1 Sec.]. A/Ir AI ,,1r Orlando.FL 32837 For more Information sap this Job's general notes pogo and these web NM FLCOA Pi 278 ALPINE'. www.elp.vv,to.cow; TPI: ww..tpinst.org: PTCA: www.seclndustry.cas; ICC, wwv.lccsaro.org William H.Krick Lic.Number 70;6SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FO5A ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 :W3 4x2 SP #2 Dense: appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC This truss spaced @ 24.0" oc supports additional concentrated loads. At left end: 10.00' stud wall (13.75 PSF) supporting 44-0-0 roof spans Negative reaction(s) of -422# MAX. (See below) from a non-wind load W/2-0-0 overhang. At right end: 10.00' stud wall (13.75 PSF) case requires uplift connection. supporting 44-0-0 roof spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. 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. 14" I- 6-4-8 �_ 12-0-8 —I 30" Typ. I' i 4X4 III 1X3 III 1X3(R) = 3X6 = W=3X4 = 1X3 III 3X6 = 1X3 III 3X6 = 1X3 III 4X8 = L 1 0 0 � /— \ } I/ — 110%,44 — 1-4 Q-0-0 n — 11-0- ( 6X6 = 3X4 = 3X4 = W=3X4 = 1X3(R) 5X6 = 3X8 = 4X12 = 2X4 III 4X4 2-ii-g.< 11-6-8 >I< 4-11-8 2-1-8 - 19-7-0 Over 3 Supports > R=2365 W=5.5" R=818/-422 W=5.5" R=2651 W=3.5" �_.tttltlttlti lllN14,,,,r Design Crit: FBC2014Res/TPI-2007(STD) °�' H. J"' PLT TYP. Wave FT/RT=0%(O%)/0(0) 15 d��\�3e`f`t.71 OT °QTY:2 FL/-/5/-/-/R/- Scale =.375"/Ft. "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 7.e ). •' "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ✓ A • TC LL 40.0 PSF REF R408-- 50 70 _ Trusses require extreme are In fabricating. handling, shipping, Installing and bracing. Resor co an 0110 o.708.1 ". o - ofSCSI (Building bComponent Safocy Information, by TPI and WTCA)rP r safety emetic prlai s TC DL 10.0 PSF DATE 09/18/17 o performing t bvoeSe 1properlyattachInstallers structura provide eath,and bo bracing per 6CSavec haveUnless notedpony o`C wise a , to chord sng.Ih o pons mho attached hpd m oral lateral restraint and of Webbs shall a properly a e • BC DL 5.0 PSF DRW HCUSR4O8 17261416 algid Ceiling. Locations s r permanent laps s dint of webs a°1 h Ing installed P o e S AT. 0 ...-vg ,4��O` sections B3.BTS r 010.s`sapplicable, Apply plates toaeach a'ace of trussLand position es shown above d J I f• o Joinc Detailx, un lc ted och Rofor co Ings 160A-2 lors anaare plate posici ons. i ' sections a f ITW Boileing CwnponenR Group Inc. s t bo rosponsiblo anY deeiatlon Troll/l��♦ �C�C BC LL 0.0 PSF HC-ENG LP/WHK drawing. any failure to build the truss in conformance withhANSI/TPI I, or for handling, shipping, ♦ -1 N'.fa�. Q AN ITwCOMPANY nallation A bracing of Crosse.. p .♦, ,...•' r\ I TOT.LD. 55.0 PSF A.bol on Ch1s drawing orcoverpogo listing this drawing. Indicates acceptance of Prof...lona engineering �WS .,' S EQN- 877141 responsibility splay far the design.howl. The suitability and use of this drawing for any structure la the 'ONAL ./t. N DUR.FAC. 1 .00 FROM J B 2AN)Lake 0r3nge Ur.,SGlle 150 responsibility of the Banding Designer per ANSI/Tel 1 S.o3. WMINtIrMrttMaWt�gEP� Orlando,FL 32837 For more Information a is Job's general notes page and these web sites: FLCOA80278 l ALPINE: w .alpinoicw.comeTPIs ..t . pinst.org: WTCA: www.sbclneuscry.comi ICC: www.iccsafe.org William H.Krick Lie.Number 70261$PAC I NG 24.0" JREF- 1W4C408_Z13 w 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F06 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" 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. 1. 5-4-8 1_ 14" }- 5-4-8 30" Typ. 1 1X3III 1X3(R) = 3X4 = 1X3 III 1X3 III 3X4 = 1X3 III 1-0-0 1-= 110 'Il0 i _� _001-0-0 3X4 = 3X4 3X6 m 3X6 = F` 11-11-0 Over 2 Supports R=643 W=5" R=643 W=5" a 0 H. mow,, Design Crit: FBC2014Res/TPI-2007(STD) ,�'`�M fr PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 S\�`�;.)•►�::-'A(JR/ `4,TY:6 FL/-/5/-/-/R/- Scale =.5"/Ft. •'WARNING I.. READ AND FOLLCN ALL NOTES ON THIS DRAWING! a?.J a 1'�I c TC LL 40.0 PSF REF R408-- 5071 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f. Trusses require extreme are fabricating. „angling, shipping, in tel Ing and bracing. Rorer to an'folio,: 0.708.1 TC D L 1 0.0 PSF DATE 09/18/17 e aft BCSI`(Building Component Safety Information, bysTPI land WTCA)r for safety prattle p o� s o performing shall have functions. Installers structure asheathrovide ng and bo bracing per Ba V51. Unless notedproperly art ' top chore na those a properly attached at "ray sheathing and bort hal ,hare huhu a pinstaly a BC DL 5.0 PSF DRW HcusRaos 17261344 rigid coiling. Locations shown for permanent I restraint of mobs g shell have bracing installed p CS I = ,4 L sections B]. B7 or B10, asapplicable. Apply prates deo oath face of truss sten posrtlon es shown above tl S S AT• O ��`• JLINI a Joint Dateirs. unross tatl othorwisa, Rafal t awings,BDA-Z aneattl grata n-y%ta ens. : ``� BC LL 0.0 PSF HC-ENG LP/WHK draping, a elvlsi f ITW Building Components Group Inc. s c be ror for than for any tlpping,on frac'spO% •`,4 •w 1, as!^,1t drawing. any failure to b"ire the truss in conformance wlthhANSI/TPI ,, or far handling, shopping, •e V TOT.LD. 55.0 PS F AN ITW COMPANY einstaleation b bracing of trusses. •� . .u�ur�\'� SEQN— 877245 At seal on this drawing or cover page listing this drawing, Indicates eccsptence of p lona! engineering V swan•ws 24(N1 Lake Orange Dr.,Suitt UO responsibility of roue BuIlErpragtlDesapnasr per ANSI/TP1 suitability and use or[hi&drawing for any structure la the is `+(ON�.. p DUR.FAC. 1.00 FROM JB Orlando.FL 32837 For more information o Is job's general notes page and t mob • FLCOAaun8 ALPINE: www.alpinoltw.com[TPI sew.cpinst.org: WTCA: wwm.sbclntl"stry cam. ICC3www.lccsnfe.erg William H.Krick Lic.Number 70;61SPAC I NG 24.0" JREF- 1W4C408_21 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FO6A ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 :W3 4x2 SP #2 Dense: appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC This truss spaced @ 24.0" oc supports additional concentrated load at left end from 10.00' stud wall (13.75 PSF) supporting 44-0-0 roof Deflection meets L/360 live and L/240 total load. Creep increase spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 14" 6-4-8 1--- 1.- 5-4-8 H 30" Typ. 4X4 III I 1X3(R) = 5X6 - 3X6 m 1X3 III 1X3 III 3X4 = 1X3 III LJ 1_0_0 • 1X3(R) = 110 0 111PI i __ 4_11-0-0 6X6 - 3X4 - 3X4 4X4 - 3X6 = H 12-11-0 Over 2 Supports R=2487 W=5.5" R=581 W=5" ,IIITIw11 umn.h,/4 Design Crit: FBC2014Res/TPI-2007(STD) �A.IW` H. 4.', PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 �,�• /'`�,TY:4 FL/-/5/ / /R/ Scale =.5"/Ft. ••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *, �,-'*ti� �• ' e TC LL 40.0 PSF REF R408-- 5072 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F Trusses require extreme are in fabricating. handling, shipping. installing and bracing. Refer to an folio; 0.708.1 TC DL 10.0 PSF DATE 09/18/17 e of r BGSlc(Building bComponent Safety Infornecion, byTP1 and WTCA) for safety precis t p a« S Ts o performing ihall hove 1properly attached structural II provide sheath ng and bracing dors all hovonl ops prig o C y • ' to sherd ph. b d preperryye attached had pt ural pneathl.g and eettal.eshall .Properly a BC DL 5.0 PSF DRW HCUSR4o8 17261409 rlgld co Ing. Locetlons s r pormenont lacers) ras ai of w es o bracing Instelledtp hill S' _ ,4�L � thccloin 83. B]or unl as o pllotherwise. ly plates to wingsCnotf tris tandard plate es shown above d00 a —_—_.—_- I o Joint Deta a e, unlesx n tad other o Polar to drawings i60A-Z,ar'; d rd plata pdp,tlenp. ��'ttttt S AT% O `' BC LL 0.0 PSF HC-ENG LP/WH K I Alpine, a dl Isi on of ITW Building Components Group Inc. shallo responsible for any deviation frog �� ' • • r•`V S ng, any failure to build the truss in conformance with ANSI/TPIb1, or for handling, shipping, w 1 ,t1,, TOT.LD.LD. 5 5.0 PSF AN ITWCOMPANY dinstal lotion b bracing of trusses. •�'44 ••••G� SEQN- 877052 Ar seal on this drawing or cover page listing this drawing, Indicate.eeceptence of profess tonal engineering „ .....".....1A Vale solely Tor the design shown. Thu suitability and use of this drawing for any structure Is he nt AMNMIw " DUR.FAC. 1 .00 F ROM J B 230(1 Lake Orange Dr..Suite 150 responsiblllty of the Blanding Designer per ANSIRPI f Sea.2. '4'ff I.�jIN tt Orlando.FL 32037 For more information see this fob's general n s page and mese Wene • FLCOA#11270 ALPINE: Ww0.eIpinoitw.com; TPI: www cpmst.org. RICA: www,sbcinduptry.con: ICCs www.lccsafe.o-g William H.Krick Lic.Number 708615PAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FO6B ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 :W3 4x2 SP #2 Dense: This truss spaced @ 24.0" oc supports additional concentrated load at Lumber value set "13B" uses design values approved 1/30/2013 by ALSC left end from 10.00' stud wall (13.75 PSF) supporting 44-0-0 roof spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. 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. 3-10-8 F 12" E1— 8-0-8 F30" Typ. 4X4 III 1X3(R) = 5X6 = 3X4 = 3X4 = 1X3 III 3X6 - 1X3 III 1_0_0 w" 1 1X3(R) = 1-o Il0 ID 6X6 = 1X3 III 1X3 III / / 11-0-0 4X4 = 3X4 = 2X4 III 3X6 = 1.0 11 6-2-8 >q< 5-3-8 >1 12-11-0 Over 3 Supports >1 R=2179 W=5.5" R=555 W=5.5" R=71 PLF W=5-3-8 Design Crit: FBC2014Res/TP1-2007(STD) 4 (7.4 H. fff"' PLT TYP. Wave FT/RT=0% 0%g /0 0 15 e4:- V0'4/c.t TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. •••IMPORTUNT'MAMMFURN ISN THIIS EADRAW NGL TOW ALLL COTES ON INDRAW I CLUDI INCLUDING THE INSTALLERS. tt y`,+ c , TC LL 40.0 PSF REF R408-- 5073 Tr'ssas require extreme arc n fabricating, handling, shipping, n cal ingd and bracing. Refer to on of ' • , o edition o rOCSI`(Buiiding Component Safety Information, bysTPI lan WTCA)rfor safety prattle �`pr;a o.708.1 • ~ TC DL 10.0 PSF DATE 09/18/17 ra o porrormshall hav!unctions. tllstrucc structural sheathido ng and,ry bracing po,BCSI. Unless noted ott yo sop chord h a pon%shyer attach. c sheathing and of atoll% hall have a properly a 1� • BC DL 5.0 PSF DRW HCUSR408 17261425 rig ld col Ing. hLoeeci ons shownfor permanent I rel restraint or w be will peva bracing installed ladtp hill i • • _ �O` Gections B3. B7 or 810, as applicable. Apply plates to each Taco of Crum%and position as snow"ebovo d� J e Dacall•. unlo.a a[ad atnaco Reran[o Orewings160A-2 tura, d plata paaltlon,. """w��AAAt 0 AT O BC LL 0.0 PSF HC-ENG LP/WH K I l sections a tllvisi on of ITW Building Componen[s Group Inc, shall not a osponslblc nor any tlaviatl on froiG c wa �� ' f•``W C' "ng, any failure co build the truss In conrormanco with ANSI/TPIb1, or for handling, snipping, a •,k • • AN ITWCOMPANY installation A bracing or trusses. �' .•••G� TOT.LD. 55.0 PSF SEQN— 877049 Ar seal on this drawing or cover pogo listing this drawing. lndlestos aee0ptsrlca of professional engineer) •••Noxa osponslbll ity solely Tor the design shown. Tho suitability and use or this drawing rbr any structure 1• ho I 24(N)Lake Orange Dc.Suite ISU responsibility or the Building Designer per ANSI/TPI 1 See.2. 4qy ,woI'lo DUR.FAC. 1 .00 FROM JB Orlando.FL 32037 For Wore information see this job's general n n page and meso web ALPINE: www. itw.com: TPI. org. www y.con: ICC! www.loasafo.org William H.Krick Lie.Number 70$61SPAC I NG 24.0" JREF- 1W4C408_Z13 ' FL COA Mt 27% alpine www.cpinet. WTCq�, e.she lndustr 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F07 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 :W3 4x2 SP #2 Dense: appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC This truss spaced @ 24.0" oc supports additional concentrated load at left end from 10.00' stud wall (13.75 PSF) supporting 44-0-0 roof Deflection meets L/360 live and L/240 total load. Creep increase spans with 2-0-0 overhang. Roof load: 20.00 psf LL and 7.00 psf DL. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 12" F 7-11-0 -1— + 8-0-0 H 1 30" Typ. 4X4 III 3X6 = 1X3(R) m W=3X4 = 1X3 III 3X4 - 3X4 - 1X3 III 3X6 - 1X3 III 1-0-0 V- / V 44444444%<!- / \ J 1X3(R) - 1-in o 0 1 4_11-0- i 6X6 - 3X8 m 1X3 III 1X3 III 3X6 m W=3X4 5X6 = 3X6 = 4X6 a:11>p l'- 16-11-0 Over 2 Supports R=2666 W=5.5" R=817 W=5" Tom,ulgfl o f Design Crit: FBC2014Res/TPI-2007(STD) ,v*` pp,,%, H. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 ` e'1`gi. SO0/ G{QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! g�i: \. ` L. TC LL 40.0 PSF REF R408-- 5074 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a� • Trusty rogulro extreme arc In fabricating. handling. shipping. installing and bracing. Rofor to foilry �r BCS 1`(BuildingoCompononc Safety Information, byTPIand WTCA) for safety grade Is prier 0,708.1 • - TC DL 10.0 PSF DATE 09/18/17 ooperforming't ono functions. Installers shall provide temporary bracing per BCSI. Unless noted cop chord shall have properly attache structural sheathing and bottom chord shall have a properly ,011164 rigid coiling. Locations, wn for permanent lateral re, alnt of.ba „all hose bracing n. eatlsE • a BC DL 5.0 PSF DRW HCUSR408 17261420 ��O` t„ctions 83. B7 or 810,sasneppllcabo Apply platos to door each locoof truss and position as shown above ne o,a S ,T © a J o Joint Doells, u Ic otl oth rwlsc. Rofcr t Hogs 160A-2 for s entla place posiclons. a7 ',F BC LL 0.0 PSF HC ENG LP/WHK I 1 Alpine, a division of ITW Building Components Group Inc. s„all n a osponsi a f any devise, �. drawing, any failure co build the truss in conformance with ANSI/TPIb1. or for handling. shipping, /y^...A./•' • ,44, a AN ITW COMPANY installation a bracing of trusses. ong „pping yyi&yrlirCCC.tik -‘;-....*,..\ 4r. TOT.LD. 55.0 PSF SEAN- 877147 A seal on this droning or°over sego listing this drawing, Indicates a00eptence of professions, engineering aaa.'a rG_\N`' responsibility solely for the design shown. Tho suitability and use of this drawing for any structure Is h tS1)10 IAL f Tt DUR.FAC. 1 .00 FROM JD 2400 Lake Orange Dr..$Ulli;Li0 respnnslbliicy or the&mein,'Designer per ANSI/TP1 1 Sec.,. r4 t Orlando.FL 32%37 For morn information Is Job's goners! n sl s page and t„0s0 web "imM/IMI om— • FLCOA4027K ALPINE: www.alpinoitw.concTPI 4ewww tpinst.org: WTCA: www.sbclneuscry.com: ICC: www.lccsare.org William H.Krick Lie.Number 708615PAC I NG 24.0” JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FOB ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. 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. 12" I. 8-0-0 -I- -I- 6-11-0 { 1 30" Typ. I 1X3(R) = 3X8 = 3X4 = 3X4 = 3X8 = 1X3(R) 1 00 / ' 14. \ 1-4-000 I +11-0-0 / I 3X8 m 3X8 3X8 = 3X8 = Fz 15-11-0 Over 2 Supports R=863 W=5" R=863 W=5" Note: Ali Plates Are 1X3 Except As Shown. 0en1IIIII41fu0,,f 4 Design Crit: FBC2014Res/TPI-2007(STD) ,�ci H. /,,� PLT TYP. Wave FT/RT=0%(0%)/0(0) 15J�d'� �1. 0_{l (�°�•QTY:7 FL/-/5/-/-/R/- Scale =.375"/Ft. "WARN I NG I" READ MD FOLLOW ALL NOTES ON THIS DRAWING! " \ a ` •• " {% ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �; �' , TC LL 40.0 PSF REF R408-- 507 5 _ Trusses require extreme aro In ng Component handling. shipping, installing and bracing. Refer tea `fpf,a o 748 t 1 e =s _ TC DL 1 0.0 PSF DATE 09/1 8/1 7 o of rSCSI c(Bulltling Component Safety Inforsetion, bysTPl and RTCq) for safety praccl" ra o performing these have functions. tlnatelierrucc II provide temporary bracing per BCSI.have noted o` o e , top chord ha e properly a techud at ural sheathing and bottomc chord shall M e properly a I�d rigid dei Ing. Locations.hewn for permanent loans Int ofba bra lig ed �'Bcs, = BC DL 5.0 PSF DRW HCUSR408 17261339 A 11 i��0 i sections Ba. BT or B10. ea applicable. Apply places co osche1ac^C(�ru standard plate as shown.boyo nd oq S ,T a O e 4 e Joint Details, unless noted otherwise Refer to drawings 160A_Z fora; Bard plate positions. 'Q F BC LL 0.0 PSF HC-ENG LP/WHK I tAlpine. a division of ITR Building Components croup Inc. ah osponsiblo for any deviation drawing, any'failure to bulla the truss In conformance with ANSI/TPI 1,ror for handling, shipping, fro s •,• A �•<(,� w AN ITwCC)KAPANY nallation A bracing of trusses. Vi,,...e.4Ia -1 ,: 1* TOT.LD. 55.0 PSF SEAN- 875254 Aseal on this drawing or*over page listing this drwing. Indicates eee.ptanee of professipul engineer •-•••••••••\6\00,responsibility solely for tM design shown. The suitability and use of thin drawing for any structure IS rt l 230()Lake Orange Dr.,Suite 150 r•spon•1°Illty or coo Building Designer per AMSIFTP1 1 Sec.R. ,�0NAL.. Ltt• OUR.FAC. 1 .00 FROM JB Orlando.FL 32837 ALPINE: w For more Information t°"job's general notes page and these web ""'""'"I'""`r �Q PACING 24.0" JREF- 1W4C408 Z13 FLCOA HO 278elpinoltw.com: TPI: sew. pinst.org: RICA: www.sbclndustry.cnm: ICC: :mw.lccsafe.org William H.Krick Lic.Number 7086P - 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F09 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. 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. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 1X3(R) = 3X4 = a LI +_ i � .1 _I c 0i _ _ , 1-0-0 T_ 1X3(R) = 1-4-Q-01-0 2X4 NI 3X4 mE2X4 III 3X4 m Hz 15-11-0 Over Continuous Support R=108 PLF W=15-11-0 Note: All Plates Are 1X3 Except As Shown. owiris 1IrriNrrN,,,,, Design Crit: FBC2014Res/TPI-2007(STD) ¢TJ1 H. //��",,'�� PLT TYP. Wave ••wARNINcI•• READ AND FOLLOW FLT/Rs o0T%I(O%)S I/O(0) 15 ; rJ.R SO,OY/\QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. ••IYPdiTANT•• FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .�:• v�`-' TC LL 40.0 PSF REF R408- 5076 Trusty require extreme aro In fabricating, handling, snipping, installing and bracing. Refer co a foil$ the s of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practl s prljr *5.708.1 • TC DL 10.0 PSF DATE 09/18/17 re o performing allhhav functions: ttachInsteell sts shall ructural ralprovidesheath ng and bratom chord dor all bracingn pr notal at s9 a t cap chord shall have properly attached h d t u sheathing and boctob chord awn Il n e properly a rqaglgiC rigid ceiling. Locatlen,shaven r permanent lateral restraint of mobs shall h Installed r7iC� , BC DL 5.0 PSF DRW HCUSR408 17261341 A r. [F1 [I 1 Chalons Details.aiB10unl es appote lrR places to wing faceoof trufor t position as ation abov ane T a a _ II J e Joint 3. Bunless noted caleotherwise. Rotor to drawings ace of truss ands plate as shown I Alpine, a division of ITB Building Components croup Inc. shall not be responsible for any deviation f �•. A '[ . BC LL 0.0 PSF HC-ENG LP/WHK drawing, any failure to bulla the truss in conformance with ANSI/TPI 1. or for n I'• . �/ o AN IT'W COMPANY installation L bracing of trusses. handling. shipping, aeM/ , �a -1 Gia ` TOT.LD. 55.0 PSF SEQN- 877242 A s•1 on this drawing or cover pogo listing N1•drawing. IlWlses•espteno•of profselan•I •nBlnaw I •e••.,•je• responsibi I Icy solely for the design shown. The suitability end use or this drawing for Maly etrueture is 21(NI Late Orange Df..Suite IN) responslblllty of the Building Designer per ANSI/TPI a Ser.2. �S`�NA��^� DUR.FAC. 1.00 FROM JB Orlando.FL 32837 For more Information a this Jobs general notes page and those web a """N"NIB'(" PACING 24.0" JREF- 1W4C408— Z13 w e FLCOANO278 ALPINE: www.alpineit .com; TP1: wwwn .epinst.org: NTCA: w .sbclndustry.com; ICC: wm.Iccsafe.org William H.Krick Lic.Number 70$61$ 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F10 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Special loads Webs 4x2 SP #3 (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 .00) TC- From 50 plf at 0.00 to 50 plf at 9.88 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 5 plf at 0.00 to 5 plf at 9.88 TC- 644.11 lb Conc. Load at 1.85, 3.85 (J) Hanger Support Required, by others TC- 584.47 lb Conc. Load at 5.86, 7.86 TC- 520.64 lb Conc. Load at 8.86 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. 12" 1. 4-10-8 I d_ 4-0-0 H F. 27" Typ. 3X6 III 5X10 m 3X6 III 3X6 III 5X10 m 3X6 III /1-4-0 1-4-0 i — 11-0-0 i 5X8 = 4X6 m 4X6(R) III 5X8 9-10-8 Over 2 Supports >1 R=1590 R=1931 W=3.5" H=H1 A000nlD afrufhr/. Design Crit: FBC2014Res/TPI-2007(STD) ` N. �r�.,'�4� PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 t �• P'lr�\QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING! L` '•`. : ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 40.0 PSF REF R408-- 507 7 Trusses require extreme care in fabricating. handling. shipping, Installing end bracing. Refer toe roll o.708 1 i TC DL 1 0.0 PSF DATE 09/18/17 no edition of BCS! (Building Component Safety Information, by TPI and WRCA) for safety practi s pri r Co performing those functions. tInstallers shall provide temporary bracing per BCSl. Unless noted oC s , S _ op chord shall have properly attached st rural sheathlrg end bottom chord shell have a properly. rclaj.d = BC DL 5.0 PSF DRW HcusRaos 17261369 rigid coiling. Locations shown for permanent lateral restraint of webs shall M1 bracing Installed C , sections B3. BT or B10, as applicable. Apply plates to each face of Cru and position es shown abov end o All Ll] A I I t• he Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. a S AT a O a II I \v' I tAlpino. a elan of ITW Building Cw.pmnants Group Ine. .,,.II n t ba raspanaible f .ny daylatlen f 4,..." ;<4,t. BC LL 0.0 PSF HC-ENG LP/WHK ing, any'felluro t ruses in conformance with ANSI/TPI 1, or for handl�ng, sM1ipping, s AN IT'W COMPANY Instal lotion A bracing of trusses.` �C < .-t`;••`<4, •t. TOT.LD. 55.0 PSF SEQN- 877186 A.eel on this drawing or cover page listing this drawing, ltdlcetes acceptance of p l.nel englneerl • asu•a• responsibility solely for the design shown. The suitability end use of this drawing for any structure is t DUR.FAC. 1 .00 FROM JB 24(IO Lake Orange Df.,Suite I50 responsibility of the Building Designer per ANSI/TPI 1 Sec,2. ' u/ON A&rC Orlando,FL 32N37 For more Information soo this Jobs general notes page and those websites: 40* • FLCOAWO278 ALPINE: www.elpinaltw.com; TPI: www cwa pinst.org: WTCA: w.sbclndustry.cl ICC':ww..'iccsare.org illiam H.Krick Lic.Number 70461SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F11 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set "13B" 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. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 = 3X4 U ll 1-4-0 1-4,0 I +11-0-0 i 3X4 =IN 3X( 1< 9-11-8 Over Continuous Support >1 R=110 PLF W=9-11-8 Note: All Plates Are 1X3 Except As Shown. ,.a11 lutIutliIN,a,,,,,, Design Crit: FBC2014Res/TPI-2007(STD) `''Tpn�tfl H. /4:4 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 les GQOY/AOTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. •*WARN I NG I.. READ AND FOLLOW ALL NOTES ON THIS DRAW INGI \ 0. 1•8 t '• TC LL 40.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ..�: REF R408-- 507 8 ...,- Trusses require extreme are In fabricating, handling, shipping, n telling and bracing. Refer tea fella, DATE 09/18/17 the edition ofSCSI`(Building component safety Information, byTPI and WTCA)'�or safety prac'I s pr yr 0.708.1 • TC DL 10.0 PSF o sehoeal()hall'naso!properly. hellsmutty a providetemporaryan`•bottom ohoacing dor all eUnless notal rc q Adgiblk , o properly attached at structural sM1 nth ing and bottom chord shell have a properly• r..�I� • top ceiling. Loca'lons.hoar for permanent T restraint of Mabe'hell have bracing installed r7BC� ■ BC DL 5.0 PSF DRW HCUSR408 17261355 ,4 �O�o T' sections 83. 87 or 810 as applicable. Apply platesto each faceofcruse and position as shown abov and of S T: 0 _ he Joint Details. unless Mated otherwise. Refer to drawing'1010A_2 for standard plate po''''rn'. ��ll Q. BC LL 0.0 PSF HC-ENG LP/WHK Alpine. a division of ITW Building components Group Inc. shall not be responsible for any deviation f dm14$4 A At�I wing. soy failure'o build the truss 'n conformance with ANSI/TPI I. or for handling. shipping. •��// ',AZ., . �V W► AN ITWCDAAFA4NY installation B bracing of trusses. }7yD,k.'•ti� I -1`, �e it i TOT.LD. 55.0 PSF SEQN- 877019 A seal en this drawing at cover peps listing this!taming. Indicates sceaptanw of professions'anglnaarinW\ • ....u.s• l'. responsibility solely for the dee'gn shown. The w heelI icy end use or this drawing for any structure is IN1. V 24w LRLC Orange Dl.,Suite 150 respwlelbllity of the Building Designer per ANSI/TPI 1 see.:. 'AVS NA�, OUR.FAC. 1.00 FROM JB Orlando.FL32737 For morn information s this Job's genual notesoo no•Cd throe.c "'as: g William H.Krickk Lic.Number 708615 PAC I NG 24.0° JREF- 1W4C408_Z13 ' FL COA 80 278 ALPINE, ww.alpinot w.<am: TPI: rwr, pinac.orp: RICA: ate.s us ry.ces; ICC: w.w.'cc sefo.or 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F12 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. 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. F 5-4-8 1 I_13.009" I 2-9-0 H ! 30" Typ. 1X3 III 1X3(R) m3X4 - 1X3 III 3X4 = 1X3 iii U = 00111111111111-11114111114 Li 1-4-0 0-1 -8 11 11111444441414444444414 d 4_11-o-o mr 3X4 m 1X3 III 3X6 - 3X4 k9-2-8 Over 2 Supports R=508 W=5" R=493 W=3" *epurrlrINfl•NdT Design Crit: FBC2014Res/TPI-2007(STD) / ' H. '"c, PLT TYP. Wave FT/RT=O%(0%)/0(0) 154./+31. 1.. j'4 QTY:4 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "e' 0 \S "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �3T ' TC LL 40.0 PSF REF R408-- 5079 Trusses require extreme aro in Fabricating, handling. shipping, installing and bracing. Refer to a folly o latest edition f BCSI`(Building bComponent Safety Information, byTP1and WTCA) for safety prrc[I s prior o.708.1 ef �. = TC DL 10.0 PS F DATE 09/18/17 o performing those v rproperly attacheell structural ll providea osheath temporary bracing per SCSI. Unless noted o af . , i ,A4116 [np chord snail have properly attached n tl t ural sb atbing and bottom chord shall have a properly ad� L BC DL 5.D PS F DRW rigid coiling. Locations ane r permanent I c ro rrinC o!webs shall have bracing installed C • • HCUSR408 17261359 ,4 Q�� ! cnccions Baa 1175 r BIO.sasno applicable. Apply plates)to each faceof truss stand position as shown ecl n and S T L I s o Join[Do[ails u to cotl o[M1orwiso. Rafor co Ings 160A-Z f e re plrco lona� 0 Alpine. a I .ion of ITN Beileing campononta Groep Ina Lail n e'sPanalble fat any d a s, t. i BC LL 0.0 PS F HC-ENG LP/WHK ng, any !ailuro co b Ile the truss in conformance with ANSI/TPlbt, or for handling, snipping, a , s•v4, AN ITW COMPANY °na�alla[ien A brat,ng of treaaaa. f Dia• ( - t ,:`4' � TOT.LD. 55.0 PSF SEAN- 877285 Ar SARI on cLl.drswinsolely or cover page listing this di-suitaing• (send use of d.of Prbr...Ion.I englnestructure ••••u ••' DUR.FAC. 1 .00 FROM J B 40,sea! on his soloy for the design e.nowt. The suitability end g..or cm.drawing for.ny atrlle.r. I. 2400 Lake Orange Dr..Suite 150 responsibility or the&.Ila lrp Dealgn.r par ANSI/TPI 1 Sac.z. +116:10 fAL G •t Orlando.FL 32837 For more information Is Jobs general notes page and those web 4bWnlWNlw+r PACING 24.0" JREF- 1W4C408 Z13 FLCOA HO 278 ALPINE, www.alpineltm tom c TPI sww.tpinat.arg: WTCA: www.sbcinduotrysem: ICC'altos: iccsafe.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F13 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" 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. 17.996" 5-4-8 E 5-4-8 H F. 30" Typ. 1X3III 1X3(R) - 3X6 = 1X3 III 1X3 III 3X6 = 1X3 III J _ 6 ` J 1X3(R) 7-7 1-4 0 0-1 -8000000. 0-1 48 1444144 _ �11- -0 3X4 = 3X4 3X6 - 3X6 Ec 12-3-0 Over 2 Supports R=661 W=5" R=661 W=5" 4,01HINtitINNf1 r Design Crit: FBC2014Res/TPI-2007(STD) ylPd" H. 4; PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1� ./•+E 4t. j//r%4 QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI•• READ ND FOLLOW ALL NOTES ON THIS DRAWING! $.•N• e‹).0 `S •0 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,�+ TC LL 40.0 PSF REF R408-- 5080 Trusses require extreme ~ caro in fabricating, handling. shipping, n tallirg and bracing. Refer to a folly o edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety Drool a prapr o.708.1 • M TC DL 10.0 PSF DATE 09/18/17 o pchord ing shall have !properly'attached ers structural provide ngmaorary nd bottom ohoacing per BCS1. Unless noteproperly o a. • S top a shall M1avo Properly e t Fod at t rel slnaetheng and bottom chord shall have•ProPorlY a rigidcoiling. Locations been permanent lateral restraintHell have bracing in,t.I letl �it BC DL 5.0 PSF DRW HCUSR408 17261358 sections Ba. BT or B10. an sapplicable. Apply plates to each face of trussand position as shown abov d It _ A n E1 A I I t• tM1 nt Details, unlossnototl othormeso. Rofor to dr•vingellG^o 2 foryt•ndartl place poseteV7. an ` S •T• O a ; II lu I \v' N. .•4,1 BC LL 0.0 PSF HC-ENG LP/WHK I Alpb se, a dna aeon of ITW Building Compononcs Group Inc. N De rosponsl bio for any tl on f drawing, .on failure ng or build in tonrorwnto with ANSI/TPI ,. or for handling. ,nipping. �a �� ,- �•,,��, r TOT.LD. 55.0 PSF SEQN- 877156 • AN ITW CO MR4NY draws ate a brat bu A seal on this drawing or cover peg* listing this drwing. Indicates scoops.nce or professional engineer) ••ea••b.•••• V\ responsibility solely for the design flown. The suitability and use of this drawing for any structure Is S IyN 1 2J/q Lake Orange Dr..Suite 150 responsibility of the Building Designer per ANSI/TPI 1 Sec.R. . /QNA` :a' OUR.FAC• 1 .00 FROM JB Orlando.FL 32137 For more bmf eon a in,ob.n general notes page and those mob a .4.011111111110.-1°FLCOANO27n ALPINE. --..•Ipineite=ee.`TPI'...tpinyt.org: WTCA: wa.abcinduntry ICC'site': William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F14 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" 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. 12" I- 5-4-8 5-4-0 -1 F30" Typ. 1X3 III 1X3(R) = 3X4 m 1X3 III 1X3 III 3X4 = 1X3 III � 1-1 _ J 1X3(R) 0 0-1 -8 0-1 -8 1-4 iE z1 - 3X4 - 3X4 3X6 - 3X6 m Ec 11-8-8 Over 2 Supports >1 R=631 W=5" R=631 W=5" 0,1woIR4ta,rp Design Crit: FBC2014Res/TPI-2007(STD) yM ,TJI H. "'•,. PLT TVP. Wave FT/RT=O%(0%)/0(0) 15 ,L a 4-3.... '1ta r%4 QTY:4 FL/-/5/-/-/R/- Scale =.5"/Ft. ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! .�• t ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 •� . TC LL 40.0 PSF REF R408-- 508 1 Trusses require extreme ere In fabricating. handling. shopping, Installing end bracing. Refer to a F fell' the latest edition o`SCSI`(Building Component Safety Information, y TPIand RICA)`or safety practl s pr .r o.708 ' ''^ TC DL 10.0 PSF DATE 09/18/17 o performing athose rev.properly. lhl Installers lataii eral ng and bo bracingho per BCSall Unless prod o a. , ; cep chord ahaii e properly attached t ural sheathing end bottom chord shall novo a properly• da rigid coiling. Locations orlonfor permanent I t rem rant of lot .I, h e bracing InTtalodC. a BC DL 5.0 PSF DRW HCUSR408 17261357 —r, �O` t„aclrns B]. B9 er B,D. an applicable. sopply Votesto each a•no: r sand position as Thelon oboe d . T: 0 .. �`I/7JM II J I t• a point Doc.n T, polo cod to Reror nga 1BDA-Z r` .heard place poTlclonT. I ; yAlpino. s dlvinlon of ITR Bulldorg Components Group Ire. ,~ eTp°"slble ref Try d len n ..t '/Q' BC LL 0.0 PSF HC-ENG LP/WHK Ing, any failure to bused the truss In conformance with ANSI/TPI 1.`or for handling. shopping, , •s • �/ ' A AN ITW COMPANY drawing, A'braeing of trusses. f •'.‹(';'......1L7.121.°2 — responsibility —1�,.�°a�' SEAN- 877153 n TOT.LD. 55.0 PSF A semi on this griming or cover pope listing this drawing. Indicate%seseptance of professional anplsesrl •‹V�(� •.a .•• responsibility ofthe for the Design per The 1 t�and use of this drawing for any.tractor. la[ 4 `•! • �� DUR.FAC. 1.00 FROM J B 2ral Lake Orange Dr..Suite 130 • Q�Q� p� Orlando.FL 32837 For more Inror.atlon T Is dabs general notes page and these ren A*rR+,arNglIMIIhI a FLCOANO278 ALPINE: lorr.elpinolclo.cem. TPI: rr.tpinst.org; RICA: lolor.abcl,wmtry.com; ICUs .lecsafe.erg illiam H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F15 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 This truss spaced @ 24.0" oc supports additional concentrated loads. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC At left end: 8.00' stud wall (13.75 PSF) supporting 7-0-0 roof spans W/1-4-0 overhang. At right end: 8.00' stud wall (13.75 PSF) supporting Deflection meets L/360 live and L/240 total load. Creep increase 7-0-0 roof spans with 1-4-0 overhang. Roof load: 20.00 psf LL and 7.00 factor for dead load is 1.50. psf DL. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 1X3(R) = 3X4 = L J U L 0-1 -8 _ _ 0-1 -8 1-4 0 : , :///(4:// // ��///� 2X4 = 3X4 III 2X4 III 1X3(R) 04 0 030 f< 11-8-8 Over Continuous Support R=200 PLF W=11-2-8 Note: Al I Plates Are 1X3 Except As Shown. niiiIlli4i'l.II,,, Design Crit: FBC2014Res/TPI-2007(STD) PD�QQ..' H. '"' PLT TYP. Wave FT/RT=0%(0%)/O(0) 15.i`,40M. ' 041% =QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARN INCI•• READ AND FOLLOW AL NOTES ON THIS DRAWING! S,. TC LL 40.0 PSF REF R408-- 5082 ••IYPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. o. Trusses require extreme are in fabricating. handling. shipping, installing end bracing. Refer to an ell • o s edition f BCs1`(Building Component Safety Information. by TPI end■TCA) for safety practice`fpri;-to 0.708.1 • TC D L 10.0 PSF DATE 09/18/17 . Ppc performing those functions lnstallerII provide temporary bracing Per evel. nless noted [ e1 • , .. nd',',7t::::=1,=! ort::cnortl sM1e11 '.::::,:97:::20:'; r�gid erd'�s"M1:7:t%:!.:°::1,==:=1--,:1,37-:7'=".7 t:T web:anal I M1 r" s; : BC DL 5.0 PSF DRW HCUSR4o8 17261362 .4 fl {J I N yeti�5 B3. BI or BIO. snopplleeblev sAPPIY Plate:to each face er at:a position a:anew: s .T; 0 :�Q�= BC LL 0.0 PSF HC-ENG LP/WHK ' l sections e Joint D:tells, unl cod other c Refer es to:-::::,.:::.:0:.=::::°..z..::-:,:=0. each ace of tr efo pieta posltlons. I Aline, a div:ion of ITW Building Cwponen s Group Incsnail not o .spend:°.T r any dovleti0n fro` drawing. any failure to build the truss in conformance with ANSI/TPI bl.ror for handling, snipping, �O^ �& ' S'.e.. '/ 4 S EQN- 877159 • AO)ITwconnaANY in al installation Aaeracing of trusses. f• .a al* TOT.LD. 55.0 PSF A.na on this drawing or cover page listing this drawing. indicates acceptance of prof.••len.l engineering •..guess• responsibility solely for the design Moen. TM suitability a.use of this drawing for any structure I. M u /fit ([, 2i(q Lake Orange Dr..Suite lSU responsibility of the&allding Designer per ANSI/Tel 1 See.S. '% I��It s•TM 04° DUR.FAC. 1 .00 FROM JB Orlando.FL 32837 For more information: is Jobs general notes page and those web N•pr . FLCOA#027H ALPINE: www.alpinoitw.com; TPI: www cpinst.org; RICA: www.sbclndustry.co:: ICC?wrw.lccoefe.org William 14.Krick Lie.Number 70861SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F16 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Webs are square cut except dbl diagonals or as otherwise Lumber value set "13B" uses design values approved 1/30/2013 by ALSC shown. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All Fasten rated sheathing to one face of this frame. connections to be designed by the building designer. 1X3(R) = 1X3(R) U Li U U LI L U .- ,-4 0 0-1 -8 0-1 -8 iii2iiiiiiiii:/ //7 iii 2X4 III 2X4 III 0H2 H11-5-0 Over Continuous Support =I R=111 PLF W=11-1-4 Note: All Plates Are 1X3 Except As Shown. aM" Hiilllliil,io..,, Design Crit: FBC2014Res/TPI-2007(STD) 410:��. H. '"%,. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 �,)OrY`� f. • OSrI',4 TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ..WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 3S:• a TC LL 40.0 PSF REF R408 5083 "IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F Trusses roqui rc extreme caro in rebricaclnq, hantllinq, shopping, In calling and bracing. Rotor co Ilo� pp s the l e on o rBCSI (Building Component Safety Information, byTPIand WTCA) forsafety practecarpri�r 0.7OU 1 'S TC D L 10.0 P$F DATE 09/18/17 o performing`hall those have functions. Installers structural ral shoitlo temporary bratom chord per all Unless notedproperly c e! i • , properly attached c u h adel to and bottom c„ortl rM1SC have a properly a .•1�, r�yieh�o Ing.' Locau oma „e nforPereenent , restraint of webs,„all M1ave bra log Insta leeVp BC6; . BC DL 5.0 PSF DRW HCUSR406 17261346 A [FIN „ctlo'^'83, Bibi unless ted otblo. APPIY Refer to'dr oat„sl160-2 for s< position as shown abo o tl�,s • ' I f• o Joint Ooeel unless cod oeM1orwise. Rotor eo drawings 160A-2 it standard plate positions. —V•: S T s O I ' tAlpino, a division or ITW Building Components Group Inc. c responsible f any deviation trop trp; A+T BC LL 0.0 PSF • HC-ENG LP/WHK Ing. any failure Co b the vasa in conformance wlm„ANSI/TPIbl.tor for handling. shipping. ,y�p�:�( _ '.•�`a' ' TOT.LD. 55.0 PSF S EQN- 876643 w AN ITW COMPANY drawing. cal lotion ba bracing of trusses ' �a Ar seal on this drawing er cower pews listing this dr.wing. lndlestss seeeptsnee of p lens)engineering •e.a•• responsibility solely for the design shown. Tho suitability and use of this drawing for any structure Is „e O I�'A t 2300 Lake Orange Dr..suite iso esponsibility of w Building Designer per ANSI/TPI f See.R. �►y yw lQ,V laL aa'I` DUR.FAC. 1 .00 FROM JB Orlando.FL 32537 For.ore Information a is fob's general notes page and these web �MWryWNeIW FLCOA#0278 ALPINE: www,alpinoicw.com. TPI: www tpin.t.org: WTCA: www.sbclneustry.cow, ICC: ase'.lecsefo.org William H.Krick Lie.Number 70;61SPACING 24.0” JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F17 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Webs are square cut except dbl diagonals or as otherwise Lumber value set "13B" uses design values approved 1/30/2013 by ALSC shown. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 5-4-8 I_ 12" F 6-1-0 H 1X3 III 1X3(R) = 3X6 - 1X3 III 1X3 III 3X6 = 3X4 = 1X3 III U U I 7= N 1......... I:::; -4 0 0-i78 0-1 -8 3X4 - 3X4 - 1X3(R) 3X6 = 3X4 = 3X4 ii-0-0>J E 12-5-8 Over 2 Supports R=613 W=5" R=737 W=5.5" {M111u1IDistwo,„ Design Crit: FBC2014Res/TPI-2007(STD) 001,�p,, H• "' PLT TYP. Wave FT/RT=O%(O%)/0(0) 15,1„)4061.\ r �Q4"/ �y�1TY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. ”IMPORTANT"• ARNNRH ISN READ THIS SDRAT FOLLOW ALL CONTRACTORS CONT NOTEON S INCLUDING THE INSTALLERS. i��, \. •5 TC LL 40.0 PSF REF R408-- 5084 Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to an~folio 1 • -'. the latest edition /r SCSI (Building Component Safety Information, yTPl .d RTCA)r for safety prattle prlr o.708. 1 TC DL 10.0 PSF DATE 09/18/17 T. op chord shall havofproperly [Installers shall structural provide ng and bo bracing per all aven pr peed o t o! I T cop c hall"M1 o properly attached s[ ural sheathing and bottomchordshall h e properly e ,04164 rlgldM1 e" .ng. Locations he n far permanent lateral restraint of weber :°I h e prolog installed " 5, • BC DL 5.0 PSF DRW HCUSR408 17261366 •83, 07 or 810, an applicable. Apply places to each face of trussand position. S AT e O A L��[IN I the`;oint Details, unless noted otherwise. Refer to drawings 160AA-2 for tandard plate positions:m e " �•. '�4Q BC LL 0.0 PSF HC ENG LP/WHK I Alpino, a division of ITR Building Components Group Inc. shall not be responsible for any deviation fr /� . AN ITW COMPANY dinstalg. any failure to latl n 2,bracing ofbuild trusses.truss in conformance with AN51/TPI 1, or for handling, shipping, t'��,�..�4 ,-t`....,* t Ar seal on this drawing or cover page listing this drawing. Indicates acceptance of p ionel engineering •••"•e `M�T TOT.LD. 55.0 PSF S EQN- 876977 responsibility solely for the design.howl. The suitability end use of this drawing for any structure Is h. kA/pNAi. • DUR.FAC. 1 .00 FROM JB 2S(81 Lake Orange DL,Suite ISU responsibility or vie Building Designer per ANSI/TPI 1 sec,2. �f �. Orlando,FL 32837 For me information a (his job's general ,page and t web PACING 24.0" JREF- 1W4C408 Z13 a FL C(2/00278 ALPINE: www.alpinoitw comTPI~www cpinst.org: WTCA: www.s ndustry tom, ICCSwww.lccsafo.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F18 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Webs are square cut except dbl diagonals or as otherwise Lumber value set "13B" uses design values approved 1/30/2013 by ALSC shown. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 20.487" E 5-4-8 -I_ 5-4-8 1X3 III 1X3(R) m3X6 m 1X3 III 1X3 III 3X6 m 1X3 III 1X3(R) -4 0 0--ii---8 1 - 0- 8 1...00 - • 3X4 m 3X4 m. .V// 3X6 3X6 ffi 12-5-8 Over 2 Supports R=673 W=5" R=462 PLF W=1-5-8 Design Crit: FBC2014Res/TPI-2007(STD) kNO4 N. k''w,;/ PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. 1:, • E Q,..0°QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••VARNINGI•• READ NV FOLLOW ALL NOTES ON THIS DRAWING! . 3,, TC LL 40.0 PSF REF R408-- 5085 ••IMPORTANT•• FURNISH THIS WANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require o t cat arc in fabricating, handling. shipping. Installing and bracing. Refer to a I sea o.708.1 DATE 09/18/17 o latest edition ofrBCSlc(Building Component Safety Information, by TPI and WTCA) for'slaty practice Ior�pl : .• TC DL 10.0 PSF Te o performing ha t m e[upeons,attached structural provide sheath sheathing bo bracing per all have a pr notedperly oth a to ea, _ COP chord shallhave properlyoshown a t Installers tulat ral restraint an`of chord hal sh I I e a properly BC DL 5.0 PSF DRW HCUSR408 17261361 rigid coiling. Loc .heron Ter perm latera its se mobs shell have bracing InetellotlVPC Sa : S /"{T O A�L111 N sections 83, ai or uBIO,sssno ed other•ise. R plates to each Ince eof cru tantl rd plateition as shown eco or S33aaS33TTTTTTn the Jant Deter ls, Pnee tttl atm r Rtfar to drawings,BDA.:for';antlartl Platt peatlan'. �y BC LL 0.0 PSF HC-ENG LP/WHK Alpine. a division of ITW Building Components Group Inc. shall n t be responsible for any deviation f j •['� drawing. any failure to build the truss in conformance with ANSI/TPI 1. or for handling. shipping, A kaal 9 w t 9 a -_-- a AN ITwCOMR4NY installation A bracing or trusses. /'lF` • a...aw••• �eNC- TOT.LD. 55.0 PSF SEQN- 875520 A wal on this drawing or cover page listing Nis drawing, Inie'tes•ccsptance of profs..lona)engineering S n ` Ire .'�".rf reaponaibiiity solely for the design shown. The suitability and use of this drawing for any structure is 4��U Od Ay '^ \` 24(1(!Lake Orange Dr..Suite ISO reepsnsibll Icy of the Building Designer per ANSI/TPI 1 Set.2. �'Wery� wiW��t„ OUR.FAC. 1.00 FROM JB Orlando.FL 321137 For more Informs Ion Is job's general n s page and these wpb sites: PACING 2 4.0" J REF- 1 W4 C 408 Z 1 3 • FLCOANO27% ALPINE, www.alpinoitw.coocIn ywww cpinat.org: WTCA, www.sbcIndustry.cow: ICC: www.lcceafe.org illiam H.Krick Lie.Number 70865 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F19 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) (") 1 plate(s) require special positioning. Refer to TC- From 100 plf at 0.13 to 100 plf at 12.33 scaled plate plot details for special positioning requirements. BC- From 10 plf at 0.00 to 10 plf at 12.46 TC- 1590.23 lb Conc. Load at 0.60 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. 20.487" f 5-4-8 I_ Is 5-4-8 30" Typ. H 1X3 III 1X3(R) 3X4 - 1X3 III 1X3 III 3X6 = 1X3 III utY _ II 1X3(R) 0-1 -8 1-4 0 0-1 -8 w (� 1 - - 5X6(**) _ 3X4 = 3X4 4X4(R) III 3 6 3X4 m �< 12-5-8 Over 2 Supports R=2216 W=5" R=720 W=5.5" swpnugll I 1ppinfJ4yff4 Design Crit: FBC2014Res/oP I 2007(STD) �p`Mw••w...k,4\ PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. -1;,„0-105E., J QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARNINGIS• READ AND FOLLOWALL ONTR ON THIS DRAWING! TC LL 40.0 PSF REF R408-- 508 6 •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme era n fabricating. handling. chipping, installing and bracing. Refer to a o.708E 1 edition ofBCSlt(Building bComponent Safety Information, byTPI and WTCA)rfor safety practice pri o •• TC DL 10.0 PSF DATE 09/18/17 oeperforming those functions. tlne<alle[ruc shall lateral temporary bracing Pas have bracing noted o to ell i • , _ [op chord shall hn a properly attached, turas sheahing and bottom c all n a properly e = BC DL 5.0 PSF DRW HCUSRaos 1�2siaos ,0111641/4 rigid calling. Locations shown for permanent I restraint of webs o bracing Instellotl pc BCS ; �� ,4 sections B] B7 or BIO, as applicable. Apply Pletco drawings face otfbarr tand abposition as shown above �I J� I to e Joint Details. unless ted otherwise. Refer a eachangs 160A-2 for s tl rtl plate positions. : �`a;2 ILJ, I cAlpine. a divisionof ITV(Building Components Group Inc. all n responsible any deviation from- %," ,.• BC LL 0.0 PSF HC-ENG LP/WHK 'ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. h `/ 1*'e• AN ITWCOMPANY installation b bracing of trusses �Css1'e•w�+•��G.� SEQN- 877042 A see! on this rowlorucove e 13 TOT.LD.LD. 5 5.0 PSF growing r sign slowing Theo growing. a Indicates o whir armoring Of gp Tor any structure t responsibility solely ror coo design shown. The sult•bllicy and use or this tlroing ror any struc[ura la cn �fl@ 1N�IvtAQ� 21(10 Lake Orange Dr,.Suite 150 responsibility of the Building Designer per ANSI/Tel 1 Sec.2. 'yfflA�M�^{ g1TM`'A, DUR.FAC. 1 .00 FROM JB Orlando.FL 32107 Far more information ea ,s Jobs general notesbpago and these web sites: PACING 24.0" JREF- 1W4C408 Z13 FL COA NO 27% ALPINE: www.alpinoiltw arca`TPI`www tpinst.org: PICA. www.s intlustry.cnm: ICC: ww .lccaafe.org illiam H.Krick Lic.Number 70$6P — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F20 ) Value Set: 138 (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Webs are square cut except dbl diagonals or as otherwise Lumber value set "13B" uses design values approved 1/30/2013 by ALSC shown. (J) Hanger Support Required, by others 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. 12" L 5-4-8 Is 5-4-0 2X4 III 3X6 m 1X3 III 1X3 III 3X6 = 1X3 III L —_ I -_ J 1X3(R) 1-4-0 0--1i---8 1 sm , . 11-0-0 3X6 m 3X4 = 3X4 3 6 F' 11-8-8 Over 2 Supports >1 R=644 R=631 W=5.5" H=H1 0000tm.,UNf,,,I,y,/' Design Grit: FBC2014Res/TPI-2007(STD) �k�\P`M.•H;�'lir PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. X1:41:}• t �6T.' Q,TY:2 FL/-/5/-/-/R/- - 1.1::::: :::4:) L/-/5/-/-/R/ Scale =.5"/Ft. "WARNINGI•• READ MID FOLLOW ALL NOTES ON THIS DRAWING! v;w TC LL 40.0 PSF REF R408-- 5087 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p �I Trusses require extreme arc in fabricating. handling, chipping. Installing and bracing. Rofor to a allow• Q,T08 t 1 o latest edition frBCSIc(Building Component Safety Information, by TPI and WTCA) for safety practice prloq .� TC DL 1 0.0 PSF o porforminglthose functions.n Installnratihall provide tomporery bracing per SCSI. Unloss noted ntha lip , a DATE 09/18/17 top chord ha a properly attached structural sh ing end bottom c all have a properly a ne, e g 4111164 rigid coiling. Lecations shown for parmaetlatera restraint of webs have bracing installed pe BIS • R BC DL 5.0 0 PS F Ir�11 •Bl. BT or 810. a applicable. A f truss s shown• vo : $ AT: O DRW HCUSR408 17261331 A 1L,FA A I he sections Details, unlesssnotod otherwise. R Plataoldr each 160Ao a standard `ate• b° r DDDDDD ' I `V' I t• co Rofar c logs 160A-Z forss d rd plate positions. �A I CAlpinc, a divlml f ITW B" Ing Cemptntnta Group Int h t be reaponai any davlatlen f ^.• P '�V BC LL 0.0 PSF HC-ENG LP/WHK 'ng. any f uro to build the truss in conformance with ANSI/TPI 1, or for handling, sh 1pping, 011 '7,..1"..a. 4 4.`4 w AN ITW COMPANY °n.talIation 6 bran ing of tresses. • as aaa•wa G\�' TOT.LD. 55.0 PSF S EQN- 875541 A seal on cel*drawing or cover page listing Chia drawing. Indicates acceptance of p... Iona! engineeringFROM J B osponslbllity solely for Cho cosign shown. Tho suitability and use of this drawing for any structure Is the S�ON AL N�1''`` 24(N1 Lake Orange Dr.,Suite UO responsibility of the Building Designer per ANSI RPI t Sec 3, bf/rydrwlW1W'� OUR.FAC. 1 .00 Orlando.FL 32837 For moreof r ation s Is Job's general notes page and those mob FL COA HI 278 ALPINE: www.olpinoitw con; TPI:ww.Cpinst.org; WTCA: www.sbclndustry.com; ICC: nww..iccsafe.org William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F21 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 (J) Hanger Support Required, by others Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 12" 1— 6-5-0 [- 4-3-8 1 30" Typ. H 1X3 III 1X3(R) 1X3 III 1X3 III 2X4 III Li i IN 1-0-0 1-4-0 i 111 IN 4_11-0-0 3X6 �1-o-o l< 11-8-8 Over 2 Supports R=696 W=5.5" R=584 H=H1 Note: All Plates Are 3X4 Except As Shown. M"'""'"Ifl�hh 4 Design Crit: FBC2014Res/TPI-2007(STD) ``p. H. /j PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 �\^ 1t.�-•►�:: ,01/��`�,TY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. ••IYPBRTANP w�NFURNRNISH THIS DRAWING NC LTOWALLLCO TRACTORS THIS THE INSTALLERS. l:° ~,, _c 1:.-;, TC LL 40.0 PSF REF R408-- 5088 Trusses require extreme arc n fabricating. handl _ installingtl g o an e a handling, snipping. and bracing Refer[ "foll0� O'708, ° i os r BCSI nctioBul�e(Building doers Component Safety Ie temporary braci and WTCA) for Bess noted ool[ pre; / ' TC DL 10.0 PSF DATE 09/18/17 °poatest�edition dit ono functions. Installers Compo hall providfety Ia Information. br Ing per BCS). Unless noted th t to chord shallhaveproperly attached structural sheathing and bottom chord shall have a properly a BC DL 5.0 PSF DRW HCUSR408 17261402 rigid coiling. Locations shown for permanent latera restraint of webs shall have bracing installed tp Cs: a A I CU ` N the Join BD ai or unless as applicable.edotherwise, R plates to wingseach 160A-2 for stand rd it'nplate as sM1dwnion above d a • t C� e Joint Details.s, unlexs n ccs U Refer c .wings 160A-2 f standard plea positionsI.. t Sh AT% 0 `' BC LL 0.0 PSF HC-ENG LP/WHK I Alpine, a division of ITW Building Components Group Inc. s t be responsibleany deviation froWi i 44 a`W e drawing, any failure co build the truss in conformance with M1AN 51/TPI ,. or far handling, shipping, ...iii -1+ `r�` .4' TOT.LD. 5 5.0 PSF S EQN- 877272 AN ITW COMPANY instal lotion&abrading Of trusses aa+ aaaa++ AP A seal on this drawing or cover pegs listing this drawing. Indiestse acceptance of proles.lona! engineeringS a" responsibility solely rur the design shown. The acltablllty one use or this arawing for any structure Iahe .4 /QN AL --.14004r DU R.FAC. 1 .00 FROM JB responsibility of the Build! Desi per ANSI/TPI t Sdc.2. �f 2400 Lake Orange Dr_Suile ISO r f s 1 Wp, __ Orlando,FL 32x37 For more information see this Inst e general notes page and these web a g William H.Krick Lie.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 FL COA.112)% ALPINE: www.elpinolcw.com; TPI: www tpins<erg; WTCA www.sbc lntlustry.con: ICC: www.iccsafe.org 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F22 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 12" 12" 4-3-8 I— 5-4-8 F k 11-6-8 -I— -k -I W=3X4 1X3(R) 3X6 3X6 - 3X4 = 3X6 - 3X6 = 2X4 III 1-00 .00000.00°`"4%%%............... � �� 1-4-0 3X6 = 3X4 = W=3X4 = 3X8 — 3X4 = 3X4 = 3X6 3X8 1< 12-6-0 >1< 10-8-8 >J Hz 23-2-8 Over 3 Supports %d R=632 W=3.5" R=1472 W=5.5" R=521 H=H1 Note: All Plates Are 1X3 Except As Shown. TVN"111""'NI",,,�,,r Design Crit: FBC2014Res/TPI-2007(STD) �,s'0'4``Q.� H• f(,"' PLT TYP. Wave FT/RT=O%(OB%)/0(0) 15 d J.i•erj;;. r4. TY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARN I NGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWING! j'�` ', TC LL 40.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • REF R408-- 508 9 Trusses extreme are In fabricating. handl installing and b o an of o.708.1 require c r c b Ing, shipping. s ling a bracing. Rotor t o latest edition f BCS( (Building Component Safety Information, by TPI and WTCA) forsafety precis t (prim& i TC DL 10.0 PSF DATE 09/18/17 o performing shall have(properly attaachellers shall provide structural tructu a osheath ng and by bracing Per all e a pr noted otM1 Iso i • cop chord na c properly attached bee at ural sheathing and bottom chord shall have a properly a c rigid coiling.thesefunctions. shown r permanent c t f webs shall M1 bracing installed`p BCS: a BC DL 5.0 PSF DRW HCUSR408 17261387 ,4 i M1ccions 83 BT or 810.44sneeppllceblcy14Apply plates to eachraceof truss and position as shown above S S AT• O ;•Q II o Ts c Joint 3. OT x unle cod cable Roper t nge ace of Ir andaro place posltlwns. I tAlP:nes e d v mien of ITW Building Cwpononcs Group Ind. ,all not be respenslbid I any de..iatlon freseawt,lA 4 ••••46\*..'" ,:'Av c BC LL 0.0 PSF HC-ENG LP/WHK -ng. any' - o build the truss in conformance withhANSI/TPI 1. or for handling, shipping, ••••( 11..t‘' .y TOT.LD.LD. 5 5.0 PSF• AN ITW COMPANY dinstallation babraccing of crosses. . .•aa��`� SEAN- 877022 Ar seal on this drewing or cover pogo listing this drawing. Indicates acceptance of prOToos lona) engineer) •"• , r-�` responsibility % solely for the design shown. Tho suitability•nd use of this drawing for any structure is the i 2400 Lake Orange Dc.Suite 150 esponsibility of the Building Designer per ANSI/Tel 1 Sae1. r s�Q a' �+rr OUR.FAC. 1 .00 FROM JB Orlando.FL 32%37 For more information a this Job's general notes page and those web • FLCOA11027% ALPINE: www.aipineitw.com; TPI: w .cpinst.org; WTCA: wee.socineustry.cow, ICC:ww .iccsafo.org William H.Krick Lic.Number 70:615PACING 24.0" JREF- 1W4C408— Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F23 ) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.57" DL: 0.35". 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. 12" F- 11-11-8 —I— 10-6-0 { 30" Typ. I. d W=3X4 3X10 - 3X6 := 3X4 = 3X6 = 3X10 m 1X3(R) . + v �� \ T/ — 1-4 0 0-10-8 0-10-8 11-0-0 ( ) _ 5X10 = W=H0312 = 4X6 = 3X6 III 4X6 = 5X10 5X8 1X3 R — _ W=H0312 5X8 7-5-8 T 4-0-0 —I" 12-0-0 23-5-8 Over 2 Supports R=1278 W=3.5" R=1278 W=3" w ref Hlmullq Note: All Plates Are 1X3 Except As Shown. foo H key Design Crit: FBC2014Res/TPI-2007(STD) `` PLT TYP. 20 Gauge HS,Wave FT/RT=0%(0%)/0(0) 15�,d fr•�•�4ei. i 0�l��4)TY:3 FL/-/5/-/-/R/- Scale =.3125"/Ft. ...IMPORTANT.* FURNISH TIIISS DRAWING AND FOLLOW NOTES ON CONTRACTORS INC INCLUDING THE INSTALLERS. ' �� ( . TC L L 40.0 PSF REF R408-- 5090 _ Trusses require extreme care in fabricating, handling. snipping, installing and bracing. Refer to an folio,, 0.708.1 TC D L 10.0 PSF DATE 09/18/17 o of BCSI (Building Component Safety Information, by TPI and WTCA) for safety prattle prig( o performing shall t havosee (properly a ttachell.rs cruet la oshe to tempera bo bratom chord per SCSI.all have Unless notedpony o C - . • t top rigid coi ng.lM1Loca properly a t nod s ural shed thing e e bottom cshal shall neve a properly e M1 Ceilings Locations he permanent t restraint web,anal) M1 bracing Inwtalletl`p wB�cs: € BC DL 5.0 PSF DRW HCLI5R408 17261354 I-1 ,[1 J 1 sections B]. B7 or B10.sasnpapplicable. Apply plates)toaeach face of trusstand an.position asshownabove tl� ; c. II I f• o Jolnc Decalls nlc toe otM1crwixo. Rafor t Ings 160A-2 fors a re place Itlmns. �t S AT• 0 I ' sections eI laien of l7w Bnl ltli Calx et e e BC LL 0.0 PSF HC-ENG LP/WHK pine, ng pondnts Group Inc. 5M1a11 n nsponablo for any tlevlatlon fr 1.II • p '..2:0A,: cV f drawing. any failure c build the truss In conformance with ANSI/TPlbl, or for handling. shipping. .4�..,.j s_t.:,, t TOT.LD. 55.0 PS F w AN ITW COMPANY nsca lotion A bracing of trusses. `'+�\L` c A sox on this dr.wing or ebv.rhp•ge listing this drawing. Indicates...stones of profoaonel engln.•ring ••,••• V\ jJS EQN- 877282 rosponsibillty solely for the design shown. Tho suitability and use of this drawing for any structure is the ., n Ca\,'�' '(�yI 24W Lake Orange Dc,Suite 150 responsibility of the Building Designer per ANSI RPI 1 Sec.R. 4Mryu/ wMlDa` DUR.FAC. 1.00 FROM JB Orlando.FL 32837 Far more information see this Job's general notes page and these wee • FLCOANO27N ALPINE: www.alpinoltw.comcTPI: w www.tpinst.org; PICA: etre sbclndustry.com: ICCfrww.Iccsefe.org William H.Krick Lie.Number 70$61SPACING 24.011 JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F24 ) 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 estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. I 12" f- 5-4-8 F 6-7-8 15[982" TYP H 1X3 III I� 1X3(R) 3X6 m 1X3 III 3X4 m 1X3 III 3X6 m 2X4 III _ 4000000000000— —44,1„,iiiiiiiiii4444440.... LI o--.f-13_ ,\ ,. ,i1-4-0 1 mix ffi/. ,0)_11-0-0 I 3X4 m 1X3 III 3X6 - 3X6 m 3X6 I-< 13-0-0 Over 2 Supports R=702 W=3" R=715 1 ignoisIIN/r)it,„ yH=H1 Design Crit: FBC2014Res/TPI-2007(STD) 0:01;...••••••AM�/�_ •�i:),A.- PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. �3•`Q�if 0GTY:5 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI.. READ AIN FOLLOW ALL NOTES ON THIS DRAWING! ` �••• ; ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r ` ' rp •.� TC LL 40.0 PSF REF R408-- 509 1 Trusses require o t emu ern In fabricating, handling. shipping, in talling and b acing. Refer to end ell • 0.r�J 00 R 1 ' - the latest edition ofGC51 (Building Component Safety Information, by TPI and DILA) ,.for safety practice pri TC DL 10.0 PSF DATE 09/18/17 o performing Fav functions, lCellsrruct•re structural temporary bracing per SCSI. Unless noted o ha : a .,011641/4 to `lord snail[FOS.,o properly-nattached ` u sheathing and bottom chord shall have•properly a • W BC DL 5.0 PSF DRW HcusR4O8 17261348 /�e�.M IIr�I' rigid ceiling. Coca lona s far permanent Apply lateral restraint of webs Shall hope Drecir0 installed pe S ; S AT O •1" ILD�N sections R]. DT or 610.•�e applicable.13ApPiY Placa to each face of truss end position s shorn shop.. e I e Joint Details. seise noted otherwise. Refer to drawings 160A-2 for standard plate positions. G n • LC I Alpine, a division of ITN BuildingL Grey Inc. shall not be r . . 4/ BC LL 0.0 PSF HC-ENG LP/WHK sspinecon p or for responsible l any depletion from •:, ,..1`se:•.•�i`Y� C drawing, any failure m build the truss in conformance with ANSI/TPI ,. or far handling, shipping, F .... .a..„:&,:s.,1,r1 TOT.LD.LD. 5 5.0 PSF AN RTW COMPANY installation A bracing or trusses. SEQN- 875653 A seal on this drselny or cover peg. I letIng this drawing. Ind lcat..acceptance of prof...Ilona!engineering responsibility solely for the design allows. The suit•ellsty and Nae of this drawing for any structure Is t • t, IMP*.. 231EI Lake Orange Dr..Suitt 150 resp000I0Ility or tl..DoIIN log Designer per ANSI/TPI 1 see.2. �IN14M,�A1(WIF�x1 DUR.FAC. 1.00 FROM JB Orlando.FL 32%37 For noro Information see this Job's general notes page and those web sites: a FLCOA11027n ALPINE: www.alpinoltw.000: TPI: we tpinst.org: RICA: wwn.sbcinduatry.com: ICC: ww.lccaefe.org illiam H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F25 ) 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 #1 Dense Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) (J) Hanger Support Required, by others TC- From 50 plf at 0.00 to 50 plf at 12.91 BC- From 5 plf at 0.00 to 5 plf at 13.04 Deflection meets L/360 live and L/240 total load. Creep increase TC- 213.32 lb Conc. Load at 1.63, 3.63, 5.63, 7.63 factor for dead load is 1.50. 9.63,11 .63 Truss must be installed as shown with top chord up. 16" 3-9-12 7-10-12 I -1 3X4(R) III 3X6 III 5X8 m 3X6 III 3X6 III 3X6 III 5X6 - 5X6 1-4-0 — + — _ _ 0-1 :8,X3(R)Mil Mill4_11-0-0 3X8 = 3X8 = 3X4 = 4X4 = 4X6 m 2X4 III Hz 13-0-8 Over 2 Supports R=988 R=1003 W=3.5" H=H1 MomminIRINrpf 06 fff4 Design Crit: FBC2014Res/TP I 2007(STD) ,.*��,,\A1e•..e•H:•g.Qj'� PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. NO'cli �k' $I}'.,iCATY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARNINGI•' READ MID FOLLOW ALL NOTES ON THIS DRAWING! • • TC LL 40.0 PSF REF R408-- 5092 r •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses require extreme caro In rabrlcating, handling. shipping, Installing and bracing. Refer co and a I w: o.70841 ' — the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practice pri n Z TC DL 10.0 PSF DATE 09/18/17 o performing ha t ase functions.attached Installers ruct ral ll ProvIdesheath temporary b Ing dor 8CSall Unless noted etta , l _ roe chard sng. have properly a for ptl ma u sheathing and of welbise ordshell shall have a properly° a BC DL 5.0 PSF DRW HCUSR4o8 17261349 rigid ceiling. Locations a shown for e. Apply lacteal restraint of fats shell M1pos tion ag installed a oCo ; S AT• O LIMN � J bcci ons 83. 87 or B^O.srys^applicable. Apply pisco.to Loch faceof trusst�^d position �sas se�ac�bnafrr s a f J I e mint Data is a tad aeher.Ipa. Rarer tp drawings 1e0A-x fordeed Ireaany 'tlom,. �:'�4, BC LL 0.0 PSF HC ENG LP/WHK I tAlpinc, a dialsion of ITW Bullaing Components Group Inc, shall n t bo rosponslb e r o a.a ^ f�� , .a•a ming. any f Ilure to build the truss In conformance with ANSI/TPI 1, or fpr handling. shipping. I. ` G S EQN- 875656 AN ITW COMPANY .nscaI lotion Aa bracing of trusses. e ....o�'• �a TOT.LD. 55.0 PSF Ar*eel on this drawing or cover page listing this drawing, Idlest..acceptance of profsssionel engineering kIA G responsibility solely for the design shown. The suitability and us.of this Crewing for any structure Is!h ��/O IMf1 `� 240HLake OrangelX.Suite ISO responsibility of cal.Building Designer per ANSI/Tel 1 sea.z. fNaYRrM111M�MA' DUR.FAC. 1 .00 FROM JB Orlando.FL 32037 For more information aoe is Job's general notes page and these wpb • PACING 24.0" JREF- 1W4C408_Z13FL COA q027µ ALPINE: www.aI Inoit..com; TPI: .m..cpinst.org; RICA: ..w.sbci ustry.tom; ICC'owe.lecsafe.org illiam H.Krick Lic.Number 70:6S 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F26 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F5-1-5 I— 16" 1 1-6-1 H 1X3 III 1X3(R) 3X4 = 1X3 III 3X4 = 2X4 III N.2-1 ,, 1-4 o---ii--; ' 11-0-0 t 0 3X4 - 1X3 III 3X6 3X6 = 7-11-6 Over 2 Supports R=424 W=5.5" R=437 H=H1 40 ��ralnluurwu�a,w.. Design Crit: FBC2014Res/TPI-2007(STD) �►��,,\Q-►..Tsai../=1/'%4 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 `83`Q6�k' is ".L0 r}IY:5 FL/-/5/-/-/R/- Scale =.5"/Ft. '•WAMiN INGI•• READ NA)FOLLOW ALL NOTES ON IRIS DRAWING! * • TC LL 40.0 PSF REF R408-- 5093 ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • p TC require extreme aro in fabricating, handling, snipping, installing and bracing. Refer co and °flow: Q.708 r 1 • — o edition o rSCSI`(Building Component Safety Information, byTPIand WTCA)rfor safety practice prior.. TC DL 10.0 PSF DATE 09/18/17 o performingaha those!properly.attached structuraltprovidesheath temporary bracing dor BCSall have cnidae prod acre of • • ' COP chord ol anallnl, a pnshown t h d sheathing rhbg ant bottom chord shall brae a properly a a BC DL 5.0 PSF DRW HCUSR4o8 17261421 rigid ceiling. or 610.Locations n far pa reapply plateal restraint mobs.sell have Ing card pe CS : S AT O A�L N . thcpeans 83, B7 or R1G, as appiized.dcablo. e. R plarer to to winM1 face of for tend rd plate as shown sebov{r Ja Jaint Get.epa. prudes r aetl etntrwiaa. Rorer to drawings SI/TPI Tar's standard pant edaaataana. %b ^ 40.WAP BC LL 0.0 PSF HC-ENG LP/WHK I Alpine, a y failure of ITN Bd the g Coeponants Group Inc. shell n responsebla for on w , N. d Ing, any f elute co build the truss In confornan<t with ANSI/TPI 1. or for M1entlling, snipping, t!4%,:."..:4 AN IT'W COMPANY drawing, Aabracing of trusses. �{�pp.....'a•••' �V TOT.LD. 55.0 PSF Ar seal on this drawing or rover page listing this drawing. IndIDates acr.ptence of drtf...Ionel engineering '4:1S/0 , /0j�lMMi�t�NAL�\ S EQN- 875576 responsibility solely rot the design shown. The suitability end use of thes drawing for any structure is h. r4, A/r1/Al. t1•• 23(1(1 Lake Ora lige DL.Suite ISO esponsibility of CA.Building Designer per ANSI/TPI 1 Seo.2. 4,, ase DUR.FAC. 1 .00 FROM JB Orlando,FL 32837 For marelnfarn. inn thes fob's ganaral notes page and those mob • FLCOAen278 ALPINE: wwalpInoItw.cr.`TPI� ww w .tp.nst.org: WTCA: w.sbcIndustry.com; ICCgwww.iccsafo.org William H.KrickLic.Number70:61SPACING 24.0" JREF- 1W4C408_Z13 w 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F27 ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. F 2-7-6 12" 0-;0 2X4 III 3X4 = 2X4 III dr U 1-4-0 1-4-0 .. 11-0-0 3X4 = 1X3 III 2X4 III R=213 R=213 H=H1 H=H1 thru H6 room l 11I uoutlryf�rf/h Design Crit: FBC2014Res/TPI-2007(STD) ,✓�%pp,, H• PLT TYP. Wave FT/RT=0%(0%)/0(0) 1545061/i "00/2 4 QTY:6 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARNIHG1 READ AND FOLLOW ALL MOTES ON THIS DRAWING! '` a• t 0 i ..IMPORTANT.. FURNISH THIS SHARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y ��••�• v `'. TC LL 40.0 PSF REF R408-- 5094 Trusses require extreme caro In fabricating, handling. shipping. Installing and bracing. Refer to an'fel,. : _ o latest edition o rSCSI (Building Component Safety Information, by TPI and NTCA)rfor safety praeti s prier o.708.1 • YTC DL 10.0 PSF DATE 09/18/17 o performing gll M1 functions.n Installers shall provide temporary bracing per SCSI. Unless noted o o ldillbh cop chord ha M1 o properly attached structural sheathing and bottom c shall have a properly a rigid tai ing. Location, how for permanent lateral res ai t of webs chord have bracing Installed` r` S� : BC DL 5.0 PSF DRW HCUSR4O8 17261350 Ar '1 l 1 the Join BD Details, or unless noted otherwise. ise. R plafer es to drawingsh ace of or scruss ans position es shown ebo 011‘ AT: 0 "FIN I e Joint Docalls, u o ed o h raw o Refer tf160A-E f ands plate positions. I sections a division f ITV/Building Components Groep Inc. ,SII not a responsible for any deviationvfr, : '��'£ BC LL 0.0 PSF HC-ENG LP/WHK Ing. any lf o build the truss in conformance withM1ANSI/1111 1. or for handling. shipping, �t ///.��. a AN ITV/COMPANY tlinstal laden aabracing of trusses. �sV/Naa4.3..i%•a.• Ar.oal on this drawing or cover pegs listing chi.drawing. Indic.t....ceptant.of professional engineeringN. •.n •• \�� TOT.LD. 55.0 PSF S EQN- 875569 responsibility solely for the design.howl. The suitability and use of this drawing for any structure i. DU R.FAC. 1 .00 FROM JB tt�I L N 24(X)Lake Orange Dr.,Suite BO responsibility of the Building Designer per ANSI/TPI 1 Sec.z. *14h44.106,4100,0° ,�IV iY AI.� `N. Orlando,FL 32N37 For morn information neethis Jobs general notes page a these web sites, '"""'"'"I"""mo PACING 24.0" JREF- 1W4C408 Z13 • FLCOAaoz78 ALPINE: www.aipinoltri.com; TPI: ww.tpinst.org; ITTCA: www.seclndustry.com; ICC: www.icesafo.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F28 ) 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 #1 Dense Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Max JT VERT DEFL: LL: 0.48" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. 12" I- 10-6-0 -I_ I_ 10-0-5 H 1X3 III 2X4 III 4X10 = 1X3 III 3X6 m 1X3 III 1X3 III 3X6 = W=3X4 = 4X10 m 1X3 III 1X3(R) ll- l'i 1-4-0 0°°°°°°.- _ � jwo — 0-1 8 1 11-0-0 4X8 - 4X10 - 3X4 = 3X4 = 4X10 W=H0312 - 4X8 21-6-5 Over 2 Supports R=1184 R=1171 W=5" H=H1 wmumrulrurprf r Design Crit: FBC2014Res/TPI-2007(STD) :p, H. /��%r PLT TYP. 20 Gauge HS,Wave FT/RT=0%(0%)/0(0) 15 4 �le'��t• Opt'/�4{QTY:2 FL/-/5/-/-/R/- Scale =.375"/Ft. ••WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! aN. • TC LL 40.0 PSF REF R408-- 5095 "IMPORTANT** FURNISH THIS AN DING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �, ` %\ .'D a Trusses ragaire extreme are in fabricating. handling. shipping, installing and bracing. Refer co a fF11 • (�.7U8•1 �r BCSI`(Building Component Safety Information. byTPI and VITA)r:r safety preen / ' 'Ys TC DL 10.0 PSF DATE 09/18/17 yperforming those efunctions. InstallersI provide camporery bracing per BCS,.for noted oc r lsd r top chord shall have properly attached structural sheathing and bottom c •properly et Olighhk rigid cooing. Locac o shown for permanent lateral restraint or rebs s neve have a 'BCsE • • F. BC DL 5.0 PSF DRW HCUSR408 17261333 A LP] ]N t„ctlons B]. BT yr B1G,n5s e:=.:tM1oor lsA-7,PI•tos'c7.:7,.,,,s,71.7; each rata of for stantl position",77"---*h7und o a o o Jolnc Detail unles od o o Rafor to tlrarings 160A-Z fr antlerd place potn . ij S AT a 0 I 1 sAlpine. a division of ITN BuildingCom Gro,. Inc. ,hall not ba el��F BC LL 0.0 PSF HC-ENG LP/WHK ponecos p or for than for any deviation fr i ng, any f race co f tru the truss In conformance with ANSI/TPI ,.for for handling, Shipping. \?!.';%.""I‘.0....4..,#/# - --AN IT'WCOMPANY drawing. bracing of treses g' � . TOT.LD. 55.0 PSF SEQN 875681 A seal on this y solely)or covthe designr sign hov 1. Thethiuidrta lip, loan use of thisnof profesalonsi enginucturenring SS •"' r sponsibility oof'thee Building Dener per A SI/TP1t1 Sec.2 end use or this drawing for any structure �II /ONAL cl`i s DUR.FAC. 1 .00 FROM J B 24(X)Lake Orange Dr..Suite ISO L/ Rr Orlando.FL 32)37 For more information is Job's general notes pogo and these web sites: ' R/NMNIW • FLCOANO278 ALPINE: www.alpineltr con cTP1~ww+cpinsc.org: RICA: www.sbcindustry.com: ICC: www.iccsafo.org William H.Krick Lic.Number 70861SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F29 ) 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 #1 Dense Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Max JT VERT DEFL: LL: 0.50" DL: 0.32". 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. 12" I. 10-6-0 I, I- 10-2-15 H W=3X4 = 1X3(R) 4X10 - 3X6 = 3X6 - 4X10 =4 .Ai0 0 "` 0-10-81 4-0 0-10 8 i *1-0-0 1X3(R) -=- 4X10 - 3X4 = 3X4 - 4X10 - 4X8 -=-_- W=1-10312 W=110312 4X8 = 21-8-15 Over 2 Supports R=1184 W=3" R=1184 W=5" Note: All Plates Are 1X3 Except As Shown. Ntp$iR11IIIIIFlurn,,, Design Crit: FBC2014Res/TPI-2007(STD) ''S /�-�AAO H. ,��"' PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 001 .1f. �,'fiM% '4QTY:3 FL/-/5/-/-/R/- Scale =.3125"/Ft. '•WARMINGIS' AND FaLDR ALL NOTESON THIS DRAWING!GI I tea,•a • TC LL 40.0 PSF REF R408-- 5096 '•IYPORfANT'• FURNISH THIS DRAWING TO ALL CONTRACTORSOR INCLUDING THE INSTALLERS. Trusses require extreme are in fa nesting, handling, shopping, installing and bracing. Refer to a oll'a{ the latent edition s1'BCSI`(BuildingbComponent Safety Information, yTPI and RICA) for safety procto"s`pra/r 0.708, .708,1 TC DL 10.0 PSF DATE 09/18/17 o performing those Faye l ` llstructural`s shall ps olds temporary bracing per av51. Unlessnotedo • , t top chord ha h e properly attached h aching and bot chord shall have a properly a N1r�,d. rigid coiling. Locations shown for permanent lateral restraint of rob all a bracing installed rI'BCS = BC DL 5.0 PSF DRW HCUSR408 17261414 s B]. 67 or B10, as appllcablo. Apply plata.to each face o1 c andpositionas shorn above (� L� 0 I , ? t�o`]o°t Doty i l., unle..noted ether.i.e. Refer to dr..inga'BDAo-:ror atwd.rd plata pa.loVan[ r "e' S ,T: 0 ;�e� BC LL 0.0 PSF HC-ENG LP/WHK A I� I �1 I sections a I TR Buildingcam Group Inc. a c Components P responsible for Ing, any failure c truss In conformance with 1. or for handling, hipping.se AN ITWCOMPANY in<taliati.n a bracing a trusses.` any :c4. li•1'.••\`1� ^ TOT.LD. 55.0 PSF SEQN- 875673 A seal on this drewing or cover page listing this drawing. indicate*acceptance of pro?..s loll engineering "ej'i' ... G' respond SI',Cy solely for[ha dwlgn shorn. The suitability and uso or this drawing for any structure 1 2J(X1 Lake orange Dr_$Ulle IAI reaponelblll`y of Us Building Designer per ANSI/TPI 1 Sec.z. 'rgMS�Q(1fAL EN t DUR.FAC. 1 .00 FROM JB Orlando.FL 32837 For more information nen this ion's general n and page c web s r �Mhlw . FLCOANI1278 ALPINE w..alpinolu.com: TPI: .ow tpinst.oro. RICA: www.obcindustry those ICC: way.1ccoafe.erg William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F30 ) 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 :B2 4x2 SP #1 Dense: Deflection estimate assumes composite action with single layer of the Webs 4x2 SP #3 appropriate span rated glue-nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. L 2-10-8 15.837" 17.5" Fs I-- 7-10-8 -- _ 8-0-0 { W=3X4 m 1X3(R) 2X4 III 3X4 = 3X4 = 3X8 - 3X4 - 4X6 0-10-8 ! B2 7_ �11-0-0 II 3X6 - 3X6 = 3X8 = W=3X4 4X6 = T 3X8 Lc 6-8-13 >Lc 14-9-8 J Hz 21-6-5 Over 3 Supports >1 R=365 R=1260 W=3.5" R=788 W=5" H=H1 Note: All Plates Are 1X3 Except As Shown. wiNUIIUN,,,,,,, Design Grit: FBC2014Res/TPI-2007(STD) `� Tfl H. //��--,,',,,• PLT TYP. Wave FT/RT=0%(O%)/0(0) 15��T ,. �;O3 - 4QTY:4 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARNINGISH HEAD AND FG TO ALL OTR ON THIS DRAWINGIN .. . TC LL 40.0 PSF REF R408-- 5097 ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme arc n fabricating, handling, snipping, installing and bracing. Refer to e t the of BCSI`(Building Component safety Information. ny"TPI an RICA) for safety trap sfprit 0,708.1 TC DL 10.0 PS F DATE 09/18/17 o performing lc osse functions. tinstallers shall recprovide temporary bracing per SCSI. Unless noted o sts oep tetra malleo a preporly a` had at n elM1tlrg and O7''':=11=` nave a properly e ` °� ; BC DL 5.0 PSF DRW HCUSR4O8 17261429 rlg,d co Ing. LoceJ ons enogrn far porawrwnc I r. clot bracing Ina[.11odt C ,4 �� ' the Join ai or B10unless notedpply Referes to each eco of cru standard and plate as anion d • T• O . II t Joint Details. to cod ocnor o Rof t Ings 180A-2 Ior na ra place positions. '14Alpine. .steepen of ITS Betiding Components Group Inc. anal net responsible far any deviation .4,t BC BC LL 0.0 PSF HC-ENG LP/WHK drawing, any a brace to bu Id the truss_ in conformance with ANSI/IP! ,. or far n p .�� _ .•''• ` TOT.LD.LD. 5 5.0 PSF AN ITW CO MPANY Drawing, ny fora r trusses. Ing shipping .c ..... ` 44'4, SEQN- 875684 clog o 1anal A seal on this drawing or cover peps listing Ulla drawing. Indicates eccptenc•of professional enpineerl • •.n••••• G` responsibility solely for the design diesel. TM suitability end use of this drawing for any structure I• (T t `y 2J(q Lake Orange Dr..Suite 150 responsibility or No Building Designer per ANSI/Tal T Sec.H. .%wS....10- ai I.a'N DUR.FAC. 1 .00 FROM JB Orlando.FL 32837 For more information see this Jobs genera notes pogo and those web a ton e FLCOA#0278 ALPINE: rrr,elp,neite.co.. TPI: grow tplost.erO. RICA: ros.sociMaatry.col.. ICC: rw.Icceefe.org William H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - F31 ) Value Set: 13B (Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 Dense appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Creep increase Lumber value set "13B" uses design values approved 1/30/2013 by ALSC factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 1X3(R) W=3X4 3X4 - 3X4 k i t J _ - if I 0-10-8 0-10-81-4-0 // sir iiii / //i//i //7//iiiii/i 1 *11-0-0 1X3(R) - W=3X4 m 3X4 2X4 III 2X4 III 3X4 Hz 21-6-5 Over Continuous Support R=109 PLF W=21-6-5 Note: All Plates Are 1X3 Except As Shown. �„mr+rrruwfrwo,/ Design Crit: FBC2014Res/TPI-2007(STD) `� I H. �'�� PLT TYP. Wave FT/RT=O%(0%)/0(0) 15� '*�$ jt" QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! y�;:r\>GG �<`••• `= TC LL 40.0 PSF REF R408-- 5098 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reditio extrema tarn In Component handling. snipping, in Gelling and bracing. Refer to. prim, 0.708.1 • _ TC DL 10.0 PSF DATE 09/18/17 e sir BCSIi (Building. nsCorers she Se rosy Ie temporar byTPIand WSCS) for aeric,,treed afp;l'r o performing it Dao Functions. cellon p'.."7n17-a= ovieo temporary bracing per SCSI. Unless notes o .q • Abh [ep mereWel I"nsve preperiy''''Z'7.=:=7"tn ni, ens bot[ett ore+n•Va neYe.prepurly. �M¢ BC DL 5.0 PSF DRW HCUSR4O8 17261334 r�gie tel ing. Locau Dna anoen ro+ eine Lr w . I n brsc ing inee.nee[ ryfes" a A ll N . secthe Join BD Details, or B10unless noted otblo ise. R plafer to lto each faceoffor+•ror position as shown and ` ,T• O r All LO n Joint Do[.Ila. linin the n[nor. n Refer to drawings 160A-2 f t.na.re pl.[.pPaiti.,°n1/4 •Q BC LL 0.0 PSF HC-ENG LP/WHK I I A%pine. a owiaion or In Buiie" cemponnnta ereeP Inc. ansn n roaponaible rnr any a e,.r r', if ing. any r hero to wily mo vi,aa in tonror.aneb stn ANSI/Tpl 1, or ror Wena ung, anlpping. •• AN ITW COMPANY installation a bracing or crosses. 4,k1.,7%.4 ,- ..":44.04, ,ks •e•` , e -t ( TOT.LD. 55.0 PSF SEQN- 877183 A spot on this Crwlny or cover design shone. Thethidrawing.itabili InaW use of chi.de of drawing any sl uct reerl (.451,...••.•.....A.):1, responsibility solely ror UM UD• ig•r pe The suitability end use of chi.arwing ror.ny•e ruewr. l• ry 2J(%r Lake Orange Dr..Suite ISO responsibility of the Building Designer per ANSI/TPI 1 sa.2. /QNAL ''...7 T DUR.FAC. 1 .00 FROM JB Orlando.FL 32%37 For more information this Job's general notes page. mese websites, *pN'YrNWMtwlw . FL COA NO 278 ALPINE 1pinelte.cnm cTPI, we.tpinat.org: %TCA: wv.sbcineustry.com: ICC l.iccaefe.brg William H.Krick Lic.Number 70861SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FTGO2 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP #2 Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row @ 4.50" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Bottom chord checked for 10.00 psf non-concurrent live load. TC- From 50 plf at 0.00 to 50 plf at 13.94 BC- From 5 plf at 0.00 to 5 plf at 13.94 Deflection meets L/240 live and L/180 total load. Creep increase BC- 364.80 lb Conc. Load at 2.08, 4.08, 6.08, 8.08 factor for dead load is 1.50. BC- 1184.16 lb Conc. Load at 10.08,12.08 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 2X4 III 2X4 III II EI \ 0 0/� 1-4-0 1-4-0 0 I - I E I 1- 0 2X4 III 2X4 III 8-11-4 >i< 5-0-0 > 1< 13-11-4 Over 3 Supports H R=717 W=4.75" R=3191 W=3.5" R=686 W=6" Note: All Plates Are 3X4 Except As Shown. o,mulNluuu,,,,,, Design Crit: FBC2014Res/TPI-2007(STD) yrs" ./1 H. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 '11S j QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "IMPORTANT** FURNISH TNEAD NW ISS DRAWING TOwALLLCgRRACTORs INCLUDING THE INSTALLERS. �RAWINGI .f .",'t• 1'r k, < • TC LL 40.0 PSF REF R408-- 5099 Trusses require c c ono arc n a r:ca<Ing, handling, shlpping, Installing and b Ing. Refer to e o e odic on ofrBCSI`(BulidingbCmponent Safety Infornatlon, yIPI and WTCA)rfor safety groat! sfpri 0.708:1 • .^ TC DL 10.0 PSF DATE 09/18/17 <• o pchord shall esehave (properly atfochod structuralpsheathing ide and bracing dor BCSave!haven pr prod o w •,0411641/4 pons shown a< hpe at uallrestr.d bottom`dshal ,hale „ e properly a d a BC DL 5.0 PSF DRW HcusRaos 17261335 r�glahcodiling.' Locations s r permanent lateral restraint of woos,„all h Ing n odt CSA s 83, B1 or 610, as applicable. Apply plates to each face of cru and position as shown*boy end A n L=)� I r . .-A.7,"n<Geta::,. "n ea,zd. ec„erwlse. Refer to drawl::.1B z :orad:::::dlo a pa,ltlan, ��je� S AT:, 0 41".1' BC LL 0.0 PSF HC-ENG LP/WHK I� ' �1 I Alp:nc, a division or ITW Bthe g Components Group Inc. shall n<bo rosponslhle l any tlevletlon f 9It...P..4 " s: Y ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, 05;00,0:. .w AN ITW COMPANY instal otion Aa bracing ofrusses. i-1'S �G�4�' ` TOT.LD. 55.0 PSF SEAN- 877192 Ar.ael on this dressing or cover page listing this drawing, Indicates acceptance of profeee!alai englneeeswn••s•roeponalb:llty solely for the cosign shown, The sultsblllty end use of this drawing Tor any structure DUR.FAC. 1 DO FROM J B 2411(1L31:e Or3116e Dr.,Suite Ii0 responsibility of the&Wiling Designer per ANSI/TPI 1 Sec.2, 4'40NAL `� t" Orlando.FL 32837 For more of n Ian 1a,obs general notes b page and these web sites: """""�"'"'(” PACING 24.0" JREF- 1W4C408 Z13 FLCOA HO 278 ALPINE: www.alp:no,50�oe`Tel: wwtpinst.org: WTCA: www.s ndustry.cm: ICC: www.lccsafa.org William H.Krick Lic.Number 708615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FTGO3 ) Value Set: 13B (Effective 6/1/2013) 4 COMPLETE TRUSSES REQUIRED 8 4 t t Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x8 SP SS Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W2, W18 2x4 SP #2 Dense: Bot Chord: 1 Row @ 4.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) length wood screw at each joint location. IC- From 100 plf at 0.00 to 100 plf at 21.79 BC- From 10 plf at 0.00 to 10 plf at 21.79 (***) 20 gage metal shim required between chord ends to distribute BC- 715.06 lb Conc. Load at 0.94, 2.94, 4.94, 6.94 axial forces at joint. See DRWG RIGINSRT1014 for more information. 8.94 BC- 987.89 lb Conc. Load at 10.93 (*") 4 plate(s) require special positioning. Refer to BC- 1920.18 lb Conc. Load at 15.07 scaled plate plot details for special positioning requirements. 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. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 4X8(R) III 4X4(**) - 5X6(***) = 4X6(**) III 5X6 - 3X4 - 2X4 III 3X4 - 4X6 - 1-4-0 0 wz ' — ❑ D— — 0 1-4-C! 1 — — 11-0-0 _ 5X6(**) - 4X8(R) III 4X4 - H0912 - 3X4 - 4X6(R) III 4X8(R) III 4X8(R) III 2X4 III 4X6(**) - 2X4 III k 21-9-7 Over 2 Supports H R=5048 W=3" R=3833 W=5.5" g1HHtn ioxmo,y Design Crit: FBC2014Res/TPI-2007(STD) yMgjj°,N1 H. °le PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15 i2 .ail. Ota j`r°s QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. **WARNING!" READ MIO FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.a as S� .. TC LL 40.0 PSF REF R408-- 5100 _ Trusses roguiro c emo arc In fabrca[Ing. M1entlling, snipping, n[.I Ing.ntl b Ing. Refer to a el DATE 09/18/17 o or BC51 (Bullning Component Saroty Information, bysTPI land WTCA) Tor aarety erect: apr . 0.708,1 ^- TC DL 10.0 P$F porformingl[he�o Iunctians' Clot csllorrucc rslso"Itle te•porsrY` Ing per BC51. Unless nocetl a:r • t top:,"=smell =Y:7:::,'a t netl ac n hlZ!entl bot hortl small beve•properly a gltl tel Ing m eernent'I ant of fib .I I n.ya brat p In,t,llOA k g BC DL 5.0 PSF DRW HCUSR408 17261412 r. I +I N rl [nctionaB10.s'^ppllceble:isAPPly ro teoltlrwacn facoeof for sc enE position as alwan abo C � .T. 0 a . II LoJ I e�elnt Data la. tatl atnar a Re r t ng,,.DA-:fr antl,rtl else pnaltlan, itt.s BC LL 0.0 PSF HC ENG LP/WHK I Alpine. a the sten oI I1r Wuiltling Components Group Inc. anal t be responablo r any tlaylatl on I- Ing. .ny f e b"iltl t e tr"a in tenrerm.nte m�tn ANSIiTPI ,, a ��g. anlppinR. ,..t • TOT.LD. 55.0 PSF n AN IT"W COMPP.NY anaca lec�on Aabracing or cruaaca. r ror hentll � a .�f+ m�,.,..��*�(`� SEQN— 876681 A*eel en Cbls drawing or cover pep. I'stir*this Priming. Indicates.ceept.nee of profwaenal Ine.rl ••.canes'• ` — responsibility solely far Cho design shown. TM sultsblllcy end use of this drawing for any structure I. respenslblllty or No WPM"),Designer per ANSI/TPI 1 Sec.z, •es. ENG DUR.FAC. 1 .00 FROM JB 24(1(1 Lake Orange Dr..Suite ISO rt0 Orlando.FL 32831 Far mare Inrn m Ian s .3eb a genera n ,page.ntl these mob µWIYNWNIRN FLCOAAO278 ALPINE: mem.elpinoite.con`TPI: mee.tpInat.org, WTCA: mow s cl!Mustry.cem: ICC: oe.Iccaare.org illiam H.Krick Lic.Number 70861SPAC I NG 24.011 JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FTGO4 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED i 1 L Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP SS Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W14 2x4 SP #2 Dense: Bot Chord: 1 Row @ 7.50" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) (***) 20 gage metal shim required between chord ends to distribute TC- From 50 plf at 0.00 to 50 plf at 14.45 axial forces at joint. See DRWG RIGINSRT1014 for more information. TC- From 50 plf at 14.45 to 50 plf at 21.75 BC- From 5 plf at 0.00 to 5 plf at 7.30 (J) Hanger Support Required, by others BC- From 5 plf at 7.30 to 5 plf at 21.75 BC- 212.58 lb Conc. Load at 1.63, 3.63, 5.63, 7.63 Bottom chord checked for 10.00 psf non-concurrent live load. 9.63,11.63 BC- 437.40 lb Conc. Load at 13.63,15.63,17.63,19.63 Deflection meets L/240 live and L/180 total load. Creep increase 20.60 factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 5X6(***) 2X4 III 4X10 = 2X4 N 3X4 = 2X4 III 2X4 III 3X4 - 2X4 III 3X8 = 2X4 III 1-4-0 °/ o__________–______ _ _11-.________—________ �� Wfi4� ' ' °I 1-4-C , 4q11-0-0 1 3X6 - 8X14 = 3X8 = H0912 - 4X10 = 4X6 H21-9-0 Over 2 Supports =I R=1920 R=2738 H=H1 H=H2 Mtalxnr m,,,fr Design Crit: FBC2014Res/TPI-2007(STD) �r H. '",, PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 154'�7a_'./ 4p%. jr%, QTY:1 FL/-/5/-/-/R/- Scale =.375"/Ft. ••WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING I .t'Z i v U •0 S ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. VN F TC LL 40.0 PSF REF R408-- 5101 Tr„aroa require d•trana caro ,n rabrlcating. M1analing, aM1 ippinq. In.cell,ng and bracing. Refer co a � � - the latest edition of SCSI (Building Component Safety Information. by TPI end WTCA) for safety practl • co performing the so funcc,onx. Ins tailors eM1ell pr oviao corpora ry br•c,ng per BCS1.•vonloss noted: O• . •,~' • 09/18/17 .P:� 708 1 TC DL 10 0 PSF DATE cop mord sn•a news Properly.ctanatl struts ra . chino•nd botcan a mall n .yr l �a�. rigid ceiling. Locations horn for permanent latera restraint of mobs a I have bracing Installed 1�C • D BC DL 5.0 PSF O`O� tM1ou ens eB. BT ar B,o. as^pvl ie.boer"e°ply pleetoo draracM1 nta ar v" c.ndh°as lc lana^Y anamn' d q' � DRW HCUSR408 17261422 A II J I <• a Joint Dec: e, unless ted oth r Ref r c ngs 160A-I far'; plata pos,clana.� ` S •I 1 O :@ - BC LL 0.0 PSF HC-ENG LP/WHK I I Alpina, a Olv,sion of ITV Building Components Group Inc. small hoc bo rosons,bly for ovlaclon f R* i4,4'4, t, + ing, any f , urang or vusscc_truss In conformance m,cM1 ANSI/TPI ,. or far nanalin9• sM1=0=9. *�� ••,,r'CV TOT.LD.LD. 5 5.0 PSF my IrwconnanNv °n«al etian A'brat b"� •1 SEQN- 876647 A noel on this drawing or cover pege listing thl.drawing. Indio.c..seepe.no•of prefMslon.l .ngllwrl 'sense' • As AP responsibility solely for the design show,. The suitability oral use of this drawing for any structureI. F.`n/ _`�`yVV 231M1 tale Orange Dr.,Suite lS(1 responsibility or the Building Designer per ANSI/Tel / See.2. •`6"/ONAL�``�� DUR.FAC. 1 .00 FROM JB Orlando.FL 32137 For morn inlornacl on s is fob's gonerei no .page and c rob *IIwMIP FLCOA WO 278 ALPINE. wmw,alpino,cw.com; TPI: mow cp,nst.org, WTCA. ww.sbcinduetry ICC'rrr.i ccsafe.erg William H.Krick Lic.Number 7086 hSPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FTGO5 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I ( : Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP #2 Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 27 plf at 0.00 to 27 plf at 4.29 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 4.29 DL=5.0 psf. GCpi(+/-)=0.18 BC- 2738.44 lb Conc. Load at 1.01 BC- 361.09 lb Conc. Load at 1.33, 3.33 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 2X4 III 3X6 = 3X4(R) III ■ m 1-4-0 :6� � 1-4-0 11111111111111111111111 i4_11-0-0 i RR W=M 5X8 2X4 III 2X4 III H4-3-8 Over 2 Supports H R=2505 U=4 W=3.5" R=1114 U=5 W=5.5" ianHumarnnr,,f/f vito Design Crit: FBC2014Res/TPI-2007(STD) 4�'�"��',,�O IsA H. k,Qf'<o` PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 'I�,�E7J2• $� p. 'QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! .• 1• ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • TC LL 20.0 PSF REF R408-- 5102 Trusses require°tram°aero rn fabricating, handling. snipping. Installing end bracing. Rofor to end aIle., o.708.1 ' TC DL 7.0 PSF DATE 09/18/17 hila latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practice proof to performing Sha tnhao functions, !ache strorsuctural stall provide shoath temporary bracing ord s alt have Unless noted atM1 Vp : • , top chord inall have properly pe structural ,n°matt and bottom chord d It e a properly to Boffi C rigid<e I Ing. Leta e. n far permanent le ar. r°, ant a �nal'n ng installed pe BCS BC DL 10.0 PSF DRW HCUSR4O8 17261378 T• s Bl. B7 or 1110.n'sappllcablc. Apply pietas to each rata of t d position a • S AT:. o /A IIrIII I,�D N I toa`�o;nt Dete;l,on olp,,.'natetl otgarrl,e. RnfCr to tlrerin 1GGo-z ,c'od'e P''''P''''''''' %11;:- %rs �'44�i BC LL 0.0 PSF HC-ENG LP/WHK /�•i I' L v I i drawing. .y fail r ITr Bd; he truss inpcon Group Inw °tell n t aspen o 1 evl't tram''jj,, ^'' 4, Ing, enY failure uro t°build c truss ;n conformance act ANSI/TPI 1, or for M1antll ang.nsnappin9. k •.•: e'` • v - — f. AN ITW COMPANY installation L bracing of trusses. //s,(%, [l s.•. ee•••' ��' TOT.LD. 37.0 PSF S EQN- 876677 A noel en this drawing or eoyorpege listing this drawing, Indicates.ee.pt.neo or prorwslon.l engineering Sa5'fn NI/Mt 1::c* '� FROM J B raoponslbllity solely for Who design shoran. Tho suitability.M use of hls drawing for any structure la he •'/ iJ Ml. �.Y1 2J(Ml Lake Orange Dr..Suite Iso responsibility of tn.Building Designer per ANSI/TPI 1 S.c.2. WOhn._-"wanton WO' OUR.FAC. 1 .25 Orlando.FL 32837 For noro information is,ab.ganer'i notes bpogu a those web PACING 24.0" JREF- 1W4C408 Z13 . FLCOANO27X ALPINE: ww.elpine,tr TPI:`ww tpinnt.org: RTCA'. .on.s i ust y.aum: ICC:sites PACING William H.Krick Lic.Number 70:615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - FTGO6 ) Value Set: 1 3B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I Z Top chord 2x4 SP #1 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x4 SP #2 Dense Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W2, W4 2x4 SP #2 Dense: Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 .00) Max JT VERT DEFL: LL: 0.16" DL: 0.14". See detail DEFLCAMB1014 for TC- From 200 plf at 0.00 to 200 plf at 12.79 camber recommendations. Provide for adequate drainage of roof. BC- From 10 plf at 0.00 to 10 plf at 12.79 Bottom chord checked for 10.00 psf non-concurrent live load. 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. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 5X6 = 2X4 III 5X6 0 1-4-0 1-4-0 0 W2 _ W4 0 M 6X8 � +11-0-0 i 2X4 III //// / 2X4 III 12-9-8 Over 2 Supports R=921 PLF W=1-5-8 R=921 PLF W=1-5-8 „{1NtI I glglN..›,`, Design Crit: FBC2014Res/TPI-2007(STD) see NPM H' k p PLT TYP. Wave FT/RT=0%(0%)/0(0) 15. 1 .005t•4Q./ClQTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. •'WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •.t' %.'S"1 ”IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ii- a 1 TC LL 40.0 PSF REF R408-- 5103 ___ Trussos regeotla extreme arc n fabricating, handling, shipping, installing and bracing. Refer to and olio• o.708 1 TC DL 10.0 PSF DATE 09/18/17 a f BCSIc(Building bComponent Safety Information, by TPlnn WTCA)rfor sato y practico 1prriice '•'� a performing ithese hev functions. Installatruct ra teravldotemporary bracing PerheC5lhavonlass noted to oA • s to chord ei shaceiling. h a pons shown attached a h Ing and of chord II n pinstaly e = BC DL 5.0 PSF DRW HCUSR4o8 17261365 rigid cclling. Loc scions s cfor permanent restraintaof verbs shall 1 kava bracing n a ergo BCS + . Osecti B icablo. Apply n to and position �4 N Il � Bor sPelle DI _2I Alpine, Group Inc. sh ;AT ��` BC LL 0.0 PSF HC-ENG LP/WHK ANSI/TPll, or fur hanein9hlpPing, , t' TOT.LD. 55.0 PSFANIT'WCOMPANY itaIIation bracing oftrusses. ••••n•w• �.�� SEQN- 877195 A wool on this drawing or cover pogo listing this drawing, indicates.ccopt.nee of p len.l .ngln..rinR� S 1f� ` F_ FROM J B osponsiblllty solely for the doslgn shown. Tho suitability and use of this drawing for any structure Is tb. Or�•ON Aly `� 23(81 Lake Orange DL,Suite ISO responsibility or the Building Designer per ANSI/TPI 1 S.c.2. As"AIap MnIW1�� OUR.FAC. 1 .00 Orlando.FL 32837 For moro information see is Jobs general n s page and thoseweb FLCOA#0278 ALPINE: www.elpinoitw.com; TPI: www tpinsc.org: WTCA. wow.sbclndustry.tom: ICC'www.l eesafe.org William H.Krick Lie.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - GO1 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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 MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X6(R) III 3X4 3X4 ; 01 ' T 3 5X6 3X4 -..--.sf� 5-0-14 �� iii *11-0-0 _L 61 2X4(C6) = 5X6 m 5X8 m 3X6 III 3X6(C6) 1 I— 19-0-1 ,I, 8-2-8 ,J �< 27-2-9 Over 2 Supports =1 R=1090 U=60 W=5.5" R=919 U=74 RL=92 00..0111.4",,,,,,,, y/' Design Crit: FBC2014Res/TPI 2007(STD) 0 ��,��\.PH' k40 PLT TYP. Wave FT/RT=O%(O%)/0(0) 15/N41051ags:/0QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.0 PSF REF R408-- 5104 •'1YpORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7.3O Trusses require extreme arc n a rlcating, handling. shopping. installing and bracing. Refer to a tl ell sof O.708 a 1 the •r`BCSI`(BuiltlingbComponent Safety Information. yTPIand WTCA) for safety practice pro of B TC DL 7.0 PSF DATE 09/18/17 o performing shall have attached structural truct ll provido temporaryshosChsd bra ing dor all have aSI pr perly o to DAM • , top erfor na Ihese properly attached Installers er ural sM1 ing and bottom racong tl shall a ss noted e rigid cooling. Locations. r permanent lateral ai t ofwebs a bracing installedpeBCS a BC DL 10.0 PSF DRW HCUSR408 17261413 S AT.1 O ,4�I O�� i sections B3tl B]or 810, as eoPPlicebaorwlsePPIY Plecoso doaw M1 fee hoer oru centlaPosltlon as sov�ti n fr a�ss L o Toint oxtails. unlews n tetl stn Rofur t each 160A-Z fer`5 tl rtl plata pe,Itiena°e r BC LL 0.0 PSF HC-ENG KM/WH K '11. I 0Alpina. a Ivlsion of ITW Builtling Components Group Inc. snail or to,-1 ble for e �,b.. 1 failure to build the truss in conformance with ANSI/TPIb1.`or for handling. shopping.x ��h A"•••.4 i"I, ,•• `1 1� TOT.LD.LD. 3 7.0 PSF r AN IrWCOMPANY Inxcal9a<ao o bracing of trusses �f` •sma,,.++ (`` SEQN— 888030 A seal on this di-swing or cover page listing this Upswing, Indicates acceptance of profess lone) enolneerlrlp S t _t\�`T,V responsibility solely for the design shown. The suitability and use or this draining for any structure Is th .,4 , A4+ I�'C DUR.FAC, 1 .25 FROM JB 2J(51 Lake Orange Dc,Suite Ii0 reaponei blllty of to.Boo 101.9 Designer dor ANSI RPI 1 sac.z. A7'ft*Mn Orlando.FL 32837 For mere i nfarma Iosee I doh general notes page and c sob . FLCOA#0278 ALPINE: w.alpinxltw.ccTPl: www cpinst.or9I WTCA: www.sbclndustry ICCso woww..iexsare.org illiam H.Krick Lic.Number 70;61SPACI NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G02 ) Value Set: 13B (Effective 6/1/2013) In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: Bottom chord checked for 10.00 psf non-concurrent live load. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 4X6 = 3X4 - 2X4 T 3X4 5X6 3 f3X4 .'"i" �:�,41 orbs. 4-6-14 � _ i= — L *11-0-0 B1 a 2X4(C6) - 5X6 = 5X8 - 3X4 m 3X4 - 3X6(C6) LE _I L 17-0-1 10-2-8 Ec 27-2-9 Over 2 Supports R=762 W=5.5" R=680 lopUp111rw,,,,'f, Design Crit: FBC2014Res/TPI-2007(STD) �' �t,0 H. ,,A10', " PLT TYP. Wave FT/RT=0% O% /0 0 15.i� �,, ',•s ,i/r-1-.()TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. •'WARNINGISH AND FOLLOW ALL NOTES T THIS DRAWINGI ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e • TC LL 20.0 PSF REF R408-- 5105 Trusses rogulro 0 rco oma arc .n fabricating. handling. snipping, installing and bracing. Refer to an oiler o.708.1 e latest edition fEIC51 (BuildingComponont Safety Information. byTPland NTCA)r�r safety precut poll` = - TC DL 7.0 PSF DATE 09/18/17 o performing these functions. Installers all provide roms me campery bracing per SCSI. Unless Leced o[h w :top coca shall have properly attached structural sheathing.red bottomora snare h a properly. rigid coiling. Locations shown rr permanent lateral restr 1r of. • 1 have bracing installed p BCS t • • ? BC DL 10.0 PSF DRW HCU SR406 17261428 S AT• 0 .4 sections B]. B]or B10.sM1s^applicable. IsaPPIY Pletoo �ecna lface &OA.Z oor scand position•s anon.novo tl S II o I t, o Joint Do to d s, unto tea oth rw Refer t ngs 160A-Z r antla place position. I 1 sAlpino, a dlelsl of ITR B"Ilding ca.penonts Gre.IP Ines ,n e.ponslbie for any tla..l•tle„ fre,i V� p 4.4 ' 4��• w r BC LL 0.0 PS F HC-ENG KM/WH K Ing, any failure co build the truss In conformance.Ice ANSI/TPIbl,ror for handling, snipping, f/ . .1 N • AN ITW COMPANY °�;�al installation Aabr.leg of trusses. ro3s/Q••,,,�,0 TOT.LD. 37.0 PSF SEQN- 888038 A...l on till.drawing or cover pope listing this drawing. Indite.*acceptance of prole.o lon.l engineering responsibility solely for the design show,. The suitability ant use of this drawing for.ny structure Is t1N 2�UO Lake Orange Cr.,Suite 150 reepen•I blllty or toe Building Designer per ANsI/TPI 1 sa.t. Ap l tit DUR.FAC. 1 .25 FROM JB Orlando.FL 32037 For more information Is Job's general notes page and these sob sites, - FLCOANO27N ALPINE: .w.alpinoltw Poe, TPI`sow tpinst.org. BTOA'. e.,".,btlnd"etrycam. ICC: w .l«wre.nrg William H.Krick Lic.Number 70:6! PACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G03 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #1 Dense :72 2x4 SP #2 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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 MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X6(R) 111 3X4 m- 3X4 - 3 ,-- T2 � ' T 3X4 — -1111111111- 3X4 : c 4-0-14 62 _ 4_iimeNANNImmommmiummiumw11-0-0 _I_ 2X4(C6) - 2X4 III 5X8 = 3X4 - 3X6 III 3X6(C6) [.. -9-1>..1 L- 15-0-1 12-2-8 27-2-9 Over 2 Supports Dl R=1092 U=64 W=5.5" R=920 U=72 RL=73 ptnwiuwu.nnfr .+� N1 Hr iffy Design Crit: FBC2014Res/TPI-2007(STD) cep \¢` i' PLT TYP. Wave FT/RT=0% 0% /0 0 15 Q � / ' TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! i S�: �' TC LL 20.0 PSF REF R408-- 5106 ••IMPORTANT•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. +'2 Trusses require extreme cert In fabricating. handling. shipping, Installing and bracing. Refer to.n alive: 0.708.1 • r, TC DL 7.0 PSF DATE 09/18/17 a edition of BCSlc(Building Component Safety Information, by TPI end RCA) for safety prattle pule` S o performing shall cnhav functions ttacinstallers ucMlla provideseang End bo tom6ing per SCSall unless noteproperly art . • top mord anall nava properly shown attached structural lateral restraint an`bottom chord shave have r pn . BC DL 10.0 PSF DRW HCUSR408 17261380 rigid.. nog. Locationsr permanent ply I r I r or es al bracing installed a. % S AT• 0 A 1' 11 11 N the once BD ai or as applicable.ootherwise. R ferret to each fanf era d,lt to as shown stove dABC LL 0.0 PSF HC ENG KM/WHK L J o Jolnc°Dollar unless noted Rotor es to eacha ace of trusstandardplate as sh wn ////n�� A I drawAlpiing. a division of ITN Building truss in con Group Inc. shale not bo responsible for any deviation trD/ AM F/ '•,. •..•/4.411 Ing. any failure co TW Build lthedi crCom in Components conformance, s ANSITPI 1, es for ble ong. shipping. Im • ` 4\ - • AN ITN COMPANY °ne•tell.c,on A bracing of trusses. r 6� TOT.LD. 37.0 PSF S EQN- 888041 A seal en this drawing or cover page listing this drawing. Indicates.ocept.nce of professional engineering '. - rospunslbillty nicely for the design shown. The suitability and use of Cala dre.ing for any structure is the /4�/OjAL E'.�+"� 2RM)Lake Orange Dr.,Suite 150 responsibility or the&slid ing Designer per ANSIITPI 1 S.c.2. w4jMgrN�wl --, OUR.FAC. 1 .25 FROM JB Orlgldo.FL 32837 For more Information r this Jobs general notes page and these web W FL COA N(1278 ALPINE: moo.ipinolt..rola: TPI: rms.cpinst.org: RICA ..e.sbclndustry.com; ICC' mer.lccoero.arg William H.Krick Lie.Number 70i6 SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G04 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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 MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X4 - 3X4 m 3X6 3 9 = T 3X4 3X4 ... 3-6-14 4_11-0-0 _L 82 2X4(C6) 2X4 III 5X8 m 3X6 m 3X6 III 3X6(C6) 13-0-1 I 14-2-8 J 27-2-9 Over 2 Supports R=1092 U=66 W=5.5" R=920 U=70 RL=63 loomamlNnlnnrr Design Crit: FBC2014Res/TPI-2007(STD) ev Na H. /1",c," y� PLT TYP. Wave FT/RT=O% 0% /0 0 15 'r , ` ( ) ( ) �l�,•`ja �TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! >t ` Y -•r ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' • TC LL 20.0 PSF REF R408-- 5107 Trusses require extreme are In fabricating, handl o an • • '..7 b latent edition of BCSIc(BuildingCom Ing, oration, installing and bracing Refer t ollo� �.708.1 en Component Prov Information, by TPI and r8CSI.:c Unlessnotedo`c pride x TC DL 7.0 PSF DATE 09/18/17 o performing then functions Installers shall provide temporary bracing per Bcsl. unlaaa n cad ch w • ' cop chore Shall have properly attached ched s ural sheathing and bottom chard shall M •properly• ; rigid telling. Locations own r permanent lateral watt.restraint of webs shall h Ing Installed BCS BC DL 10.0 PSF DRW HCUSR406 17261427 O` T1 sections BB. BT or 810.sasnoppllubl ri'Apply plates to each faceof truss and poaltl'.ea ahownt'AAA. AAAit 13 ee^ AT• 0 A� J[IN s o t Docalln, unto toe otM1 r Rorer to drawings 180A-Z tor'aneartl plate posltlona LI Al pino, a OIVISIon of lir Bu Itl mg Cawpononta croup Inc. aha I n t Oo rosponslble War any d on rref , •14,4'1 4,4' BC LL 0.0 PSF HC-ENG KM/WHK Ing, any f Iluro to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. • saai• X..1\ • v AN ITW CC)MPANY installationd8a bracing of trusses, ��C . , ••''G�� TOT.LD. 37.0 PSF S EQN- 888044 Ar seal an this drawing or cover page listing this drawing. Indicates acceptance of professlonsl engineering responsibility solely far the design Show,. The suitability dna use of this drawing far eny structure is the Ab.._�1Q�gL , DUR.FAC. 1.25 FROM JB 24(HI Lake Orange Dr.Suint 150 responsibility of the guile lnp Designer par ANSI/Tel 1 Sec.3. IA110 1W°t„ Orlando.FL 32837 For more information I'Job's general notes�ag�•ca those web sites: "^r�+•mrTr�n PACING 24.0" JREF- 1W4C408 Z13 • FLCOA NO 278 ALPINE: www.alpinaltw.coe c TPI:s ww tp.nst.org, WTCA: ww.e ua ry tee: ICC: wrw.Iccsafo.org William FI.Krick Lic.Number 70i61S — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - GO5 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 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 MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 2X4 4X6(R) III 3X4 - 3X8 - 3 _ -F- 3X4 T2 3 014 100.1111111111.111111111111.11.1114111.11111111111111.11111.11111111111111 '! L rill +11-0-0 B2 2X4(C6) 5X8 m 3X8 - 3X6 III 3X6(C6) - -9-1>j Le 11-0-1 J- 16-2-8 J Fc 27-2-9 Over 2 Supports >1 R=1092 U=67 W=5.5" R=920 U=69 RL=53 ,%%%%%IIIMI/lflf,r/r ,,. Design Crit: FBC2014Res/TPI-2007(STD) M H. PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 ,3p'ty:' 0�t TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. ••IYPORTAMr•WAR"IP11099159 TR11FI5 AND iso TO AON LLCONTRACTORS NOTESSCONDRS IN INS CLUDING DRAWING! INSTALLERS. I �` c , . TC LL 20.0 PSF REF R408 5108 Trusty require extreme are In fabricating, handling. snipping, installing and bracing. Refer to an of o s t/'BC51`(Building Component Safety Information. byTPI and RCA) for safety orectic folio; o.708.1 'x TC DL 7.0 PSF DATE 09/18/17 o performing halve ese(properly lell structural provide ng an bo tomcbracing per all haveen pr soled oth top chord shallo properly attached at Cures eM1a M1l,g and hollow trend Nell have a properly e rigid<eI nng. M1Localons shown farper.enent tera'° Int of nae.anell M1ev.b et,np Intal 'k5 a BC DL 10.0 PSF DRW HCUSR408 17261408 ./41 �0�� fi [ry<tlena aT er 9,D.'ss^ppllc.beawl supply dlago tdq.eteah f.<go`r of s position a Now,.Lova d�Is S AT; 0i : - I e Joint Details. unless ted otherwise Refer t Ings IBOA-Z.' t.ndard plate positions w BC LL 0.0 PSF HC ENG KM/WHK I Alpine. a division f 1TW Building Components Group Inc. Nen n e responsible for any deviation frwGc�as • - ` ' /4,4'4( drawing. any A ilurebracingo build truss In conformance with ANSI/TPI bl, or Pb,handling. shipping. It'• . ..e... OW O`�`/,�F TOT.LD. 37.0 PSF SEQN- 88804 7 AN ITW CO MPANY hawing. ny a brat A A s.al on till.drawing or cover pep* listing this Crewing. Indicates acceptance of profeealenel engineering '" responsibility solely for the design shown. The suitability and use of this drawing for any structure le the .y r.epwnelbllity of tm Building Designer per ANSI/TPI , Sec.2. ' SlQNd+�'�j�jDt`L DUR.FAC. 1.25 FROM JB 2401 Lake Orange Dr..Suite 130 fgA�f ols0 Orlando.FL 32837 For more information, this Job's general notes page. t web PACING 24.0" JREF- 1W4C408 Z13 • . FLCOANO27x ALPINE: N..alpinolcw.cow: TP1: www.tpinst.org: WTCA: ewe.sbclnduscry.ow: ICC:sites: William H.Krick Lic.Number 70;615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G06 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. oc. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 2X4 4X4 - 5X6 - 2X4 3 3X6 3X4 : r e - (a) T 2-6-14 +11-0-0 rl B2 2X4(C6) 5X10 m 5X6 = 4X6(R) III 3X6(C6) 1 I— 9-0-1 _I_ 18-2-8 J Ic 27-2-9 Over 2 Supports H R=1092 U=71 W=5.5" R=920 U=69 RL=44 pITVHHIA411.1f,%, �" M H, y Design Crit: FBC2014Res/TPI-2007(STD) ``0ft' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 7,3.0 y. Ao /c-` TY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. 'WARNING I'• READ AND FOLLOW ALL NOTES ON THIS DRAWING I y�. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. :• •o TC LL 20.0 PSF REF R408-- 5109 Trusses require)extreme are In fabricating. handling. shipping. installing and bracing. Refer to an of • • .^ the edition rBCSI`(Building bComponent Safety Information. by TPIend WTCA)r�r safety practic folio/ 0.708'1 i TC DL 7.0 PSF DATE 09/18/17 o performing hal l have!properly. t ached Installers provide temporary tom Ing per ave!have•pr pored hill a to mord yne h a pons shoe attached pe st toral sheathing and bottom t shall have s pinstalY a B BC DL 10.0 PSF DRW HCUSR408 17261385 II(1II rigid co Iing. Locations s for permanent !.peril I or webs hell h Ing t c5 i •I' ILO��N i tn<tlone BJa BT or 810.unless ppllcaUlo "pply plates to each face of truss standard and Position as shorn"°""'" "—.1. S AT:. O ;A�f I t• sr Joint Details. ted otherwise. Refer to drawings 100A-2 l andard plate positions. : /\ BC LL 0.0 PSF HC-ENG KM/WHK I 'Aepeno, a v of ITN Building Components Group Inc. shall not bo uusprnslble for any d on fro •• A 4 a(�V C drawing. any lr`Woo t b o truss In conformance with ANSI/TPI ,. or for handling, shipping,• j�•e•( 1-1‘ ',.�\�V TOT.LD. 3 7.0 PSF S EQN- 8 8 805 0 AN ITW COMPANY drawi aeon f blurent obui ld thx. I•[. aa• A see,on chic dr.wing or cover peg* listing this drawing, lndi..c.a.cebpcmneo or pref...lon.l engineering {- N responsibility solely for the dealer..hewn. The toltabl l icy and use of this.drawing Tor any.trot ora la the Ory t4/ON AL�'0p• DUR.FAC. 1 .25 FROM JB 2000 Lake Orange Dr.,Sune 150 remponalbll lcY of the Building Id I,q Designer per AM51/TPI , 5ac.2. �ryf „l«��tOrlando.FL 32837 Fe)r mire nrerma ern ee �y�ab'y cedar. n a Page).nt t we)b PACING2 4.0" J REF- 1 W4C408 Z 1 3 • FLCOANO278 ALPINE. www.alpenaicw.comcTPI�ww.cpinst.org, WTCA, www.sbcendustry tom, ICC: www.iccsafe.org William H.Krick Lic.Number 7061$ — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G07) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I ` , Top chord 2x6 SP #2 :T1 2x4 SP #2 Dense: Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP SS :62 2x6 SP #2: Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W6 2x4 SP #2 Dense: Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 54 plf at -0.08 to 54 plf at 7.00 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, TC- From 27 plf at 7.00 to 27 plf at 20.33 wind BC DL=5.0 psf. GCpi(+/-)=0.18 TC- From 27 plf at 20.33 to 27 plf at 27.21 BC- From 20 plf at -0.00 to 20 plf at 1.75 Wind loads and reactions based on MWFRS. BC- From 20 plf at 1.75 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 13.44 Right end vertical not exposed to wind pressure. BC- From 10 plf at 13.44 to 10 plf at 27.21 TC- 329.39 lb Conc. Load at 7.03 Left cantilever is exposed to wind TC- 162.23 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,26.06 Purlins are shown to indicate required spacing only. Purlin size, BC- 284.80 lb Conc. Load at 7.03 grade, orientation and placement shall comply with the Building BC- 78.55 lb Conc. Load at 9.06,11.06,13.06,15.06 Designer's requirements. 17.06,19.06,21.06,23.06,25.06,26.06 In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X8(R) III 7X8 3X4 m• 7X8 m- ot PM 4i- 2-0-14 2-0-14 i__ 71117 4_11-0-0 1. 3X4(A1) - 2X4 III 8X8 = B2 5X10 m 3X6 III I, 7-0-1 _I. 20-2-8 J Ec 27-2-9 Over 2 Supports R=2165 U=243 W=5.5" R=2134 U=209 RL=34 vomPN1111NI1w Design Crit: FBC2014Res/TPI-2007(STD) 1✓' \ M 11 f"'' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 d4100, ♦l\ 1%ec NTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ..*6i.%" �' `' TC LL 20.0 PSF REF R408-- 5110 ••IIiOR'rmT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses roqui rc c ceo aro In Iabricacing, nendling, shippin9, n cel ing ane brat ing. Refer co an o1 • . •S no •cr0 51`(Bulltling Cmpononc Selocy Inforsatlon, bysTPl'end NT[A, far,.rely prat,[ rpro o.708 a 1 x TC DL 7.0 PSF DATE 09/18/17 co porfor wsngll nav!unctions_ tlecto'lsrruct rvltlo cowporery ere ing per 51. Unleaa nota@ o e � • • op chord na n a properly a t h d t u n tying an`of webs bsh II nave a Installed nstaBC DL 10.0 PSF DRW HCUSR408 17261165 rigid coiling. Locations shown for permanent !stars,eros i or wo al have bracing allotlp CS i .4 Viol] l t„c[lona B3. B7 or Blo. as ppiicabla•IaAPply pietas tto each face of cow stand position as shown a nv a IINJ I t1 a dint Datall, unla.e tad atnar a Rnfar t sang,1BDA-:c antlard plate n7det ift on t SAT 0 t, BC LL 0.0 PSF HC-ENG KM/WHK ' ,Alpine, a div si on o! ITW Building Cmponon cs Group Inc. shall hoc o osponsiblo for any dovlaci rro�c cI�OFF�� ' fa I�V�C� ing. any f r.ci ce b ld coo truss In conforaanco aim ANSI/TPlbl.ror ror hentlling, shlppinq.a + `V TOT.LD.LD. 3 7.0 PSF AN Irwcor,nanNv °n,�el,@tido Aabracing nr traaaaa. .•••G� , SEQN- 104840 A seal on this drawing orucoy.,page listing this drawing. male.[..accosts...of proro..lone! .rpinearl , ••e„••• responsibility solely for tho amigo shorn. The suitability and u.e or this drawing for any structure is n> 10N 2JW Lake Orange Dr..Suile NSU rmpon"°Illcy of c,•.Building Designer per ANSIrtPl ls.t.x. y44"1� � rtl DUR.FAC. 1 .25 FROM JB Orlando.FL 32837 Ear ward Jnr ra .on i.�ob'a gmoral n a p.9.. c web n NO ' • 2 ALPINE: .aa. cow: ewe.sbcindu t°y cads Ane.ltcaafa.org William H.Krick Lic.Number 70:61SPACINO 24.0" JREF- 1W4C408_Z13 FL COA qO 7x alpineitw c `.cpinac.org; NTCA: ICCM1 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G08 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED 1 -1 2 Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP SS Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row @ 8.50" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 54 plf at -0.08 to 54 plf at 12.79 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at -0.00 to 20 plf at 1.75 DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at 1.75 to 20 plf at 12.79 BC- From 74 plf at 12.79 to 74 plf at 13.21 Wind loads and reactions based on MWFRS. BC- 1891.65 lb Conc. Load at 12.10 Right end vertical not exposed to wind pressure. Left cantilever is not 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. 2X4 III 3X4 3 • 3-6-4 C +11-0-0 2X4(A1) _ 2X4 III 3X4 m 1-9-1 ---›..1 13-2-9 Over 2 Supports R=765 U=46 W=5.5" R=2110 U=54 W=5" Design Crit: FBC2014Res/TPI-2007(STD) ,B ip'1 H. f��',,r PLT TYP. Wave FT/RT=O°/B(0°k)/0(0) 15 � `4• ;0;, A,0 / '4TY:1 FL/-/5/-/-/R/- Scale =.5“/Ft. ••WARN ING(•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! T�• `: �� ' TC LL 20.0 PSF REF R408-- 5111 ”IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Triness ropeuire extreme, aro in fabricating, handling. ',bloom°, Installings and b ing. Refer to an of • • •r. S o fBCSI`(Building bComponent saeoty Information. yTPIan NTCA)for seem y precut ''pr;. o.708.1 a TC DL 7.0 PSF DATE 09/18/17 o performing shall have functions.attached ers shallstructural provide ng and dabo bract 'hg per SCSI shall have•pr plod alt . , cop chord ahs b o pshoown attached d t ural a g,d ea I Ing. Locations permanent lateral 0 9a' bottom :°I'� bracing �;t: od pB: e BC DL 10.0 PSF DRW HCUSR408 17261377 �O` ' tho BY. BT or B10.nonaa applicable.otherwise,Apply pintos co wings acnotr Cruss or stand rd platehem as shown above d� a J I t• o golnc Douller tee cab Roror co to each 1BDAof andard pisco aspositions t S AT• O e.A 11 ��aa ///�.� BC LL 0.0 PSF HC-ENG KM/WHK I ' drawA.ping. a div slur or ITN Bd tho g truss in Group Inc. shat be or for tblehan for any deviation Ir ^ �� 'w ` ••/4,4.'4' .�C Ing. any r !lure to build !di tr use in Components Group with all not 1.res for handling. y deviati /• AN ITW COMPANY installation Aabracing or trusses. NB TOT.LD. 37.0 PSF S EQN— 888131 Ar seal on this drawing or cower page listing this drawing, Indle.t.s imminent*of professional .ngln.erlcg osponslalllty aololy for tho design shoran. The•ultaapliity.nd use Si'this drawing nor any structure is he 4, 1*.---•••ACNA,' er' DUR.FAC. 1 .25 FROM JB 240o Lake Orange Dr.,Suite l$U t••Pa^•lelllcy or w Build l..p Designer per ANSI/TPI 1 Sac.2. %481818.INe14W°R Orlando.FL 32837 For more Inn Ian ` is Jobs general n s pogo and these websites. FLCOA NO 278 ALPINE: se .alpiroitw cons, TP1 wwwtpinac.org; OTC, w..sbcinduatry Som, ICC: ieesare.arg William H.Krick Lie.Number 70F61SPAC I NG 24.0" JREF- 1W4C408_Z13 w 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G09 ) Value Set: 138 (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 2X4 III i 3 3X4 3X4 3-3-13 3-4-0 log 41111111111. frog iiiiii A11-0-0 + ma 2X4(C6) _ 2X4 III 4X4 = R-2 3X6(C6) 1-9-1 11-11-13 Over 2 Supports R=352 W=5.5" 0FMNh11mnukfff4 Design Crit: FBC2014Res/TPI-2007(STD) . �'� e••HH•.: kiQ�f4',4 PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. 3• E\S '.,CI QTY:11 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNING1 • READ AND FOLLOW ALL NOTES ON THIS DRAWING! -1, 44"" 's TC LL 20.0 PSF REF R408-- 5112 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 Trussed require extreme caro n fabricating. handling, snipping. installing and bracin .Refer t and elle,, h0.708 I 1 - STC DL 7.0 PSF DATE 09/18/17 the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practice o perform lnp those afunctions. ClacM1 11 structural he e erprovide twporary bracing per BCSI. Unless noted o`C� 1� : i - top chord shall have properly e t od a sheathing and bottom chord shall have•properly a Qa rigid colllnp. Locations shownfar p lateral restraint of web,Shall have bracing Installed pa 5 �� S AT O :/L, C BC DL 10.0 PSF DRW HCUSR4o8 17261371 s Ba, 87 or B4O. as applicable. Apply platestoeach face of trussand position es shown above a mug \ - (I pi '�Jt• sections Dat•ila. IT netetl atM1erwiaa. Rater to tlr.wl g,,BDo-:Tert.nd.ft Pl.fe paaltiana. ry` /� :ma BC LL 0.0 PSF HC-ENG KM/WHK f=111— I Alpine, a division oT ITW Builtlinq Components Group Inc all t bo reaponsiblo f any deviacion Prow r fr , lc aa� drawing, any failure to build the truss in conformance wIUM1ANSI/TPI 1. or for handl ding. shipping. VVV AN MA/COMPANY installation 8 bracing of trusses. 'ccs- ~....."..- �� TOT.LD. 37.0 PSF A seal on this drawing or cover page listing this drwing. Indicates acceptance of profse.!onel engineering U SEQN- 888119 '16°10N At t responsibility solely for the design shown. The suitability and use of this drawing for any structure is thr ,/O,%�a DUR.FAC. 1.25 FROM JB 24W Lake Orange Dr..Suite l50 responsibility or he Building Designer per NISI RPI 1 Sec.z. NfMM lwt,tl Orlado.FL 32837 For more information a is Jobs goner-al notes page and those web PACING 24.0" JREF- 1W4C408 Z13 FLCOA80278 ALPINE: www.•Ipineltw.cam: TPI: www tpinat.org: RICA: ww.sbcindustry.cow: ICCs www.lccsafe.org William H.Krick Lic.Number 708615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - G10 ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 27 plf at 0.00 to 27 plf at 11.98 Bot chord 2x6 SP SS :81 2x6 SP #2: TC- From 27 plf at 11.98 to 27 plf at 23.96 Webs 2x4 SP #3 :W2, W8 2x4 SP #2 Dense: BC- From 10 plf at 0.00 to 10 plf at 5.98 BC- From 10 plf at 5.98 to 10 plf at 17.98 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 17.98 to 10 plf at 21.94 BC- From 20 plf at 21.94 to 20 plf at 23.96 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 74 plf at 23.96 to 74 plf at 24.46 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 254.73 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 DL=5.0 psf. GCpi(+/-)=0.18 9.94,11.94,13.94,15.94,17.94,19.94,21.94 Wind loads and reactions based on MWFRS. Max JT VERT DEFL: LL: 0.20" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Left end vertical exposed to wind pressure. Deflection meets L/240. (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 Truss must be installed as shown with top chord up. factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" oc in (1) 2x6x7-11-0 x SP SS scab at right end. Attach scab to face of chord lieu of structural sheathing. with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (8), heel : (8), 1st panel point: (0). 3X10 - 3X4 - 5X6 - 3X4 = 3X10 CD LI m 3-4-0 W2 I l B1I I l N\\\\\\\\ \\\\\\\\\\\\\\\\\\\\A *11-0-0 3X4 iu 8X8 - 3X8 - 8X8 - 2X4 III F 24-5-8 Over 2 Supports R=1888 U=26 R=1857 U=38 W=5.5" RL=41 �MIt11111N1llll/lf/l/ H=H1 , t ` M H !`+,. Design Crit: FBC2014Res/TPI-2007(STD) �"P��,,\P,a......., k.ci''�4 PLT TYP. Wave FT/RT=O°%(O%)/0(0) 15g 2'B3`Q�i ' $l�'a•00p,:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARN ING I•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI _ TC LL 20.0 PSF REF R408-- 5113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •eo.708.1 Tru r.gdu cmc ar n a r a n^, h ing, hip<ing, n cel ng antl 6 Ing. Ror r antl ollow� ' .. ° sena :ecsl`(e� itli�gbco.pe�°c serocy Inrorma Inn, eyaTPl',nn wTCA)r.or aar.q Pra�cl�a Pripn3 TC DL 7.0 PSF DATE 09/18/17 opo corns°ell hav°runccl°nawn`ro`caellacrucc le orav itlo CoaP^re°y b 1,9 Por SCSI Unle.s notod otha ° • � e ` b b h °Pr°P"�o a` b° '<'h "I"g ant b°" °`"� I "'"`` °°°"y'` a BC DL 10.0 PSF DRW HCUSR408 17261423 rigln�nl Ing. Ln�au°na. r porman.nc I r.a i r.b ha n o bra ing mace nod`Po cs Ail 1 O I N cncclons Di w^O.aasno o owiaoPPly Plecoaocrawachalacnocr oor acantlaPoaltlon as anon abovor . S AT• 0 L o tlolnt Datall u la en to r Rafar to nga 160A-Z f n place positions L%b 4f BC LL 0.0 PSF HC ENG KM/WHK Alpino, e i Ion of ITW Bui king Compononcs Group Inc. sh oaponsioio f eny nevle<lon r om e•/ '-1,' ./.<444.,14t ng, any fai euro co b id cnc trues in confor mento wicn AN51/TPlb `or for henel�ng, sh ipping, ` er AN IrW COMPANY °na�allatien t bracing of�r°aa°a. .cess ......•w....Ac , TOT.LD. 37.0 PSF SEQN- 888134 A coal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering nA' a�'' responsibility solely for the design shown. The suitability and use of this drawing for any structure is the `44 VIM A 4 *5H, DU R.FAC. 1 .25 FROM JB 2IIN1 Lake Orange Dr,Suile ISO responsibility or til.Building Designer per ANSI/TPI 1 Sec.2. 41FMNOO MRiS Orlando.FL 32837 Fnr miles nrerma len is 3eb a g.nera1 n a gag°end t web PACING 24.0" J REF- 1 W4C408 Z 1 3 • FLCOAk0278 ALPINE. www.eipincicw.com<TPI 9www cpinst.org; WTCA: www.sbcintluecry tee.. ICC fww.lttaare.erg William H.Krick Lic.Number 70;615 - 09/18/20 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - H01 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense: design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind See DWGS A14015ENC101O14 & GBLLETIN1014 for gable wind bracing and Stacked top chord must NOT be notched or cut in area (NNL). Dropped other requirements. top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. In lieu of structural panels use purlins to brace TC @ 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area Bottom chord checked for 10.00 psf non-concurrent live load. using 3x6. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X10(R1) /// 1A : : : I, 6 6-4 12 2 3X6(C6) 3X4 � i i 3X4 2X4(C6) O {} a 0 i3 o 0 2X4(C6) _ �� ////�� 3X6(C6) = 7X8(R) Iii 5X6 = 7X8(R) stn 1<1-9-0y L<1-9-0yII 2-9-12(NNL) 4 f 2-9-12(NNL) 01.6_82-10-0 >I— 19-10-0 �Ic 2-10-00_glg 2-3-8 9-11-0 9-11-0 2-3-8 I- 25-6-0 Over Continuous Support H R=88 PLF U=4 PLF W=22-O-0 RL=5/-5 PLF Note: All Plates Are 2X4 Except As Shown. . ,,,iH11HH•N„•,1j„” Design Crit: FBC2014Res/TPI-2007(STD) 11p4�0 H. '" PLT TYP. Wave FT/RT=O%(0%)/0(0) 15�d`001'n LSO /�4QTY:1 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARNINGI" READ MID FOLLOW ALL NOTES ON THIS DRAWING! `r ' ' :\ •C) 'S% ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. yt� •e TC LL 20.0 PSF REF R408-- 5114 Truates reditio c cmc aro in ng Cicaclnn. .roty g, snipping, y and en0 bracing.Safety <o a sfprl r o.708.1 o latest o :BC51eBu11e1nR Component Safety Inforstation, eysTPl ane DMA) for safety Pre<U • _ TC DL 7.0 PSF DATE 09/18/17 o chord edition `roperly, t schod structural sheathing g and bottom bot ho par SCSI. ve a pr need et 1 e ' t _ Top chore.nal I have properly a<r pe c arestr a e bots chord shall have a properly r/IC BC DL 10.0 PSF DRW HCUSR408 17261424 rigid telling. L mown for porstanoncui el restraint or webs Hell have bracing installed IACs • ,S .4 O '1 sections 63 87 or 810, es applicable.laApply plates to each faceof truss end position es shown ne o S AT a 0 II L tba Jelnt Ootrlle. onlaaa wtaE ethary o Rofar to errwl gs 160A-2 Iors nese plate pealtlws ..*A-� F BC LL 0.0 PSF HC-ENG LP/WHK Alpine, a elvlslon oI ITW Buileing Cwponen<s Group Inc. shall n c be rosponsiblo r any a on it a drawing. any raiiaro c b o cr„aa en<onroraanto wecn ANSI/TPI ,, or Ter nanel�ng, whipping, ^;�L „t ;ak.�;F TOT.LD. 3 7.0 PSF S EQN- 87 7203 AN ITW COMPANY Ins<a 1 iat.on a brat he ortrussts. aaa A seal on chis Wresting or cover page listing this wresting. Indicates acceptance of profess lone) engineering •aeauaaa j, responsibility solely for the design shown. The suitability end use of this wresting for any structure Is< S1(NAC, V. 2J(10 Lake Orange U.,Suite 150 responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 'NW ,"s/)Iv„Lr.,�.�A`NC OUR.FAC. 1 .25 FROM JB Mone HIIn^" Orlando,FL 32%37 Far sora Inforwa[lon s is Job'a general n s pogo.ne thews dab PACING 24.0" JREF-- 1 W4C408— " Z 1 3 ww e FLCOANO278 ALPINE: w .elpinalcw.cww cw ; TPI: wpinst.org: WTCA: wsw.sbcindustry.c : ICC':ww.lcesafe.org illiam H.Krick Lie.Number 708615 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - H02 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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. 4X4 - 3X4 i" 3X4 a g g 6-8 11 2X4 III X4 III,1110°11 C SSW _ = elle1 —0-0 2X4(A1) =3X4 - 5X6 - 5X6 - 3X4 12X4(A1) 1.<1-9-2y 1<1-9-2y 12-9-2 _I, 12-9-2 _I 25-6-3 Over 2 Supports >1 R=1031 U=50 W=5.5" R=1031 U=50 W=5.5" RL=110/-110 Design Crit: FBC2014Res/TPI-2007(STD) A0 p 141 H. A-,`� PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 +f el..14. .,il� (n'/ ',,QTY:3 FL/-/5/-/-/R/- Scale =.3125"/Ft. "WARNINGI" READ AND FOLLOW ALL NOTES ON 7X15 DRAWING! , ' • TC LL 20.0 PSF REF R408-- 5115 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trussesrequire extreme are n fe ricating, handling, snipping, n cel ing and bracing. Rorer to a elect • •+ he edition ofrSCSI`(Building bComponent Safety Information. bysTPI land WTCA)rfor safety prectin srprig.. 0.708.1 Y= TC DL 7.0 PSF DATE 09/18/17 e performing theme°functions. lnwca Installersll "lee temporary bracing per Bcsl. unlade noted e` Ise to chord'bell have properly attached forpe" cp al nag tr ana bocce.chord'neve nava a properly "ia ' BC DL 10.0 PSF DRW HCUSR406 17261352 rigid coiling. Locations shown for porn restraint of wpbs shell have bracing Installed at • F. sections 83. BT or 810, as applicable. Apply places to each face of trussend position as shown above nd e • S AT•e O [he Joint peteeis, unless nototl otherwise. Rorer to tlrewl 160A-2 fors[enaard lata (tions. A 1I ��[I N a w 7:.I net P P°s F BC LL 0.0 PSF HC-ENG LP/WHK eJ I Alpena. ° l seen or ITW Bulltling Cw.ponon cs Group Inc, sn esponsi bio r r any dpvlatlpn frCy ▪� ' .wing, any r loofa to build the truss en conformance with ANSI/TPI 1.ror for handling. shipping, ,, ant..AZ - .e•,4e:), TOT.LD. 37.0 PSF s AN ITW COMPANY drawing. A°bracing of trusses. GSEQN- 876633 A seal on this drawing or cover page listing this drawing. Indicates acceptance of profess lone! engineering SS •°°a"•a• responsibility solely!Or the design sheen. Tho suitability and use of this di-swing for any structure Is h �`+ 2400 Lake Orange Dr..Suite 150 responslblllty of the Building Designer per ANSI/TPI 1 Sec.2. "� CONAL �� DUR.FAC. 1 .25 FROM J B Orlando.FL 32837 For more information. this Jobs general n b page and those mob mires •�6wMnl)Atm1M a FLCOANO278 ALPINE: ww.aipineitw.coa: TPI: anee.tpinst.org: WTCA. ww.sbclndustry.com: ICC: www.iccsefe.org William H.Krick Lic.Number 70461SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - H03 ) Value Set: 13B (Effective 6/1/2013) 3 COMPLETE TRUSSES REQUIRED I , Z t Top chord 2x4 SP #2 Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x8 SP #2 N :B3 2x8 SP SS: Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W9 2x6 SP #2: Bot Chord: 1 Row @ 4.00" o.c. :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.833' :Rt Wedge 2x8 SP #2 N: Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing Lumber value set "13B" uses design values approved 1/30/2013 by ALSC between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to Special loads grain required in area over bearings greater than 4" (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -0.14 to 56 plf at 12.75 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 56 plf at 12.75 to 56 plf at 25.64 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, BC- From 4 plf at -0.14 to 4 plf at -0.01 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 20 plf at -0.01 to 20 plf at 1.75 BC- From 20 plf at 1.75 to 20 plf at 8.68 Wind loads and reactions based on MWFRS with additional C&C member BC- From 20 plf at 8.68 to 20 plf at 16.82 design. BC- From 20 plf at 16.82 to 20 plf at 23.75 BC- From 20 plf at 23.75 to 20 plf at 25.51 Left and right cantilevers are exposed to wind BC- From 4 plf at 25.51 to 4 plf at 25.64 BC- 9183.00 lb Conc. Load at 21.00 Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increan4 _ The maximum concentrated load is 9183# factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. T 3X4 i 3X4 from roof edge. 3X4 % . a 3X6 a 6r- 6 6-8-11 3X4 4X12 III . W9 I 4'D11-0-0 _L 10X12 10X12 83 3X4(C6) - 2X4 III 3X8 = 3X10 Ill 4X6(A1) 3X6(C6) L2-9-2>f1E _I I, 12-9-2 -I, 12-9-2 J H 25-6-3 Over 2 Supports R=2043 U=294 W=5.5" R=9077 U=1835 W=5.5" RL=110/-110 ooYppmNplrrNprrfr Design Crit: FBC2014Res/TPI-2007(STD) ' 0�.0, H. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 .60E11.`� . ��,e000/ <,QTY:1 FL/-/5/-/-/R/- Scale =.25"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 4. , \. - TC LL 20.0 PSF REF R408-- 5116 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . • Trusses require extreme c b ere ,n Ia ricat ing. hand I ing, on l pping, sl n tai ing end bracing. Refer to an ! o rBCS I (Bu a eingComponvnt Safety InformaU on, by TPla d WTGA, rer as fety prat[i ,Prll,yr ior 0.708.1 • _ TC DL 7.0 PSF DATE 09/18/17 Doper rer mall M1av!unctions Ins<allvrrucnnll Prav,tlo temporary hracln9 Par BC51. Unless nototl o a . ' . ,otighhk cop c tl M1 o properly a taeM1atl st t ral s etM1ing antl bottom cM1erd s a a properly a e�yyde $ rigitlM1�ol ung Lotetlons a owns rer Permanent latero cral c dr w •moo ere�ing Inttellddt �lBcs 3 BC DL 10.0 PSF DRW HCUSR408 17261343 ALPINE tncclons B]or 81O,5GsneoppllcoborwisaPPly Placexel coo acneleLnacr scaneaPosltlon ea mown eon on L � J e mint Datall,. chic ted stn Rorer t sang.,BGA-z Ir a rtl plate Pealtldn, /� S AT� O •fiLr'" BC LL 0.0 PSF HC-ENG LP/WHK sAlpinv, a div cion o! ITW Builtling Components Group Inc. h esponsiblo r eny eovle<bov lri�tf�s%e•A L. r. ing, any r ilern m b Id cM1e trw.. in tonrormante wicn ANSI/TPlbl.rer Ior bane ung, sM1lpping. SCC eta< „t .••r•4' TOT.LD.LD. 3 7.0 PSF • AN ITW COMR4NY °ns[al lotion Aabracing eluprusses. Im ,,� ' SEAN- 876974 A tool on tesla dr.wing or cover pogo listing this drawing. Indicates..tept.nce of profesaion.l engineering a••"••• - - • responsibility nil Dene Tor 1Choogdes.finer per suitability The ANSI/ and poo of this drawing for any structure I, h 4'4''1010 AI. N,�t DU R.FAC. 1 .2 5 FROM JB 27(X1 Lake Omnge Dr..$WIL NI responsibility **NoYIM I eM Orlando.FL 32837 rer mnrn inrnrmaclen. I.3eea ganarel n a page and meta wab. INN . FLCOA140278 ALPINE: www.alpinoicw.nom: TPI: www Spinet.erg: WTCA: ewe.sbclndustry.com; ICC: www.lccaero.org William H.Krick Lic.Number 70861SePAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS UFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - H04 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger Support Required, by others Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. 4X6(R) Illfrom roof edge. s — ior 1 3X4 � 3X4 6-8 11 l 2X4 III1‘ Ss6 2-8-11 a'G. tea.. _ I� *11-1 1 i 2X4(A1) _ 7X8 ;c 3X4 = 3X6 III 3X4 L 1-9-2 L 12-9-2 �, 8-0-0 I 20-9-2 Over 2 Supports H R=925 U=41 W=5.5" R=767 U=44 RL=99/-79 H=H1 Ili$iIiiNN i.ii,, Design Crit: FBC2014Res/TPI-2007(STD) 40 I H. y''�;. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15, C 4pajr%. QTY:6 FL/-/5/-/-/R/- Scale =.375"/Ft. '•WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! .{ eme Agv U .0, } •• s• IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '� TC LL 20.0 PSF REF R408-- 5117 Trusao acing, handling, shopping. Installing and bracing. Rofor ca a oil w • `= the latent oditionoof extreme (BuildingbComponent Safety Information. by TPI and RICA) for safety practi sfpry,- 0.708 1 .• -" TC DL 7.0 PSF DATE 09/18/17 o performing thtat/uhctlons, sts shall ructura�paovldoing end tr bratom chord per BCSall Unload potty o r she • • ' i _ cop mord shall govt properly attached sc noetnl.p end bottom mord anal have a properly. sleds rigid coiling. Locations shown for peres,whc lateral restraint of Webs anal hove bracing installed 176�1 i BC DL 10.0 PSF DRW HCUSR408 17261381 A f P)O N he Joinions ai s. unl a,noteappld other Apply fleets to each fortruss Cane rd plate as,noon oboe d�L S T: O T. t Joint Datals. mltaa needy atheraae Refer to drawings,60Ad a hoard plat positions. BC LL 0.0 PSF HC-ENG LP/PHK I Alpena. a division or ITP Building Components Group Inc, shall no be esponsibie for any deviation f N. /� :,,•Z-,e Ing. any failure m maid the truss in ttnrarmantt with ANSI/TPI ,, or (Or handling, shipping. Is/ ` V TOT.LD.LD. 37.0 PSF a AN ITwCOMDANY drawing. atoo b bracing or trusses. �Itaes l ",�•.i�a� SEQN- 877291 Ar seal on this dresing or Gower page listing this drawing, 1.I .res...eta.*of profeaa lona' angina osponslblllcy solely for the design shown. Teo suitability end use of this Grating for any structure Is t 2400 Lake Orange Dr..Suite 130 responsibility or the Building Designs,per ANSI/7P! T Sec.2. q�"'/QN1aL L` OUR.FAC. 1.25 FROM JB yet Orlando.FL 32837 For more information m this Jobs general n s page and theso cob N"r'°wlgNiw'"''' PACING 24.0" JREF- 1W4C408 Z13 . FLCOAPO278 ALPINE: www.elpinelte.com: TPI: eow.tpinet.org: RICA: sss.sbcl,westry.ca : ICC':a:.'Ints.r..,rg William H.Krick Lic.Number 7046hS – 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJ01 ) Value Set: 13B (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 *25-11-7 R=35 irdo 2X4 III 3-1 -3 '� iE +2-4-12 omps 2X4(A1) --- R=84 2X4 III 1-9-0 7-0-0 Over 3 Supports R=235 W=5.25" 4tpmilmnarrrnar, Design Crit: FBC2014Res/TPI-2007(STD) yM H. H, "+., PLT TYP. Wave FT/RT=0%(0%)/0(0) 15 ,i o .7l: 'Fs. j % QTY:28 FL/-/5/-/-/R/- Scale =.5"/Ft. •"WARN I NG I" .�READ AND FOLLOW ALL NOTES ON THIS DRAWING! ss �\„.. TC LL 20.0 0 PSF REF R408—— 5 1 1 8 . s •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. H • Trusses require extreme arc In fabricating, handling, shipping, in<al ing and bracing. Refer to a of o of`BCslc(Building bComponent Safety Information, bysTPI land WTCA)r:or safety prac<i s`prl o.708 a ': TC DL 7.0 PSF DATE 09/18/17 Ta o performing nall these functions. Installers shall e provide temporary bracing per BCS!. Unless noted o _rwis .r . 1 iT ': ,=,7'4!' cM1ortl ' ra 7,-2 e t M1 d t sh ing a d bottom c II a p'ostrli a ,tl dei Ing. Lo=a<,, a. permanply 1 hint w a a"I hove bracing n a �r BC DL 10.0 PSF DRW HCUSR408 17261373 A R IL= toctlons BBo ai or Bgessstellcotherwise. abc wise. Rorer es to toldraw drawings 160A-2 for tend Position as sonto n and • T a J n Jnin<Dotalls, unless noted to r a Rafar t angs 1GOA-Z larh face of `; lard plata positions.°° n BC L L 0.0 PSF HC ENG LP/WH K I I Alpinc, a division of ITW Building Components Group Inc. h responsible for any d o ft •• R, /� •a`�GF• drawing, any failure c o Cross in conformance with ANSI/TPI bl,ror for handling, shipping, 1. •.:i 1.2 r .' `V TOT.LD.LD. 3 7.0 PSF AN ITW COMPANY installation A°bracing of trusses. l -1 r,..•�41T'�' SEQN- 877120 A seal on this drawing or cover Page listing this drawing, Indlc.to..cceptance or p Ion.l .nglneerl - ....0 •' responsibility sololy for Cho design shown. The suitability and use of this drawing for any structure Is t b responsibility of the Building Designer per ANSI/TPI 1 set.:. a '' /MALti�e',I ''� OUR.FAC. 1 .25 FROM JI3 2400 Lake Orange Dr..Suite 150 '4y� Orlando.FL 32837 For more information this Job's general notes page and those web s.Ito.: fµWAlI1NNIW1� . FLc0Aao27X ALPINE'. ww.alpinoitw comcTPI 5wvw.tpinet.org: WTCA: www,sbcIndustry ICC: www.Iteaafa.arg illiam H.Krick Lic.Number 70461SPAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJO1A ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. 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. MWFRS loads based on trusses located at least 12.47 ft. from roof edge. 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=146 U=13 RL=50 6 11 4) 25-11-7 25-11-7 2X4 III 3-11-3 / P gi1-2-11 ■ • / �i� 22-4-12 ME:2X4 III R=105 U=0 5-3-0 Over 3 Supports R=199 U=24 W=5.25" MIHIRHnNr„04� Design Crit: FBC2014Res/TPI-2007(STD) yro .0 H. �. PLT TYP. Wave FT/RT=0%(O%)/0(0) 15 y C 4t. j%4 QTY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARN I NG I•• READ AND FOLLOW ALL NOTES ON This DRAWING! 1.• •'`\C U "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / v TC LL 20.0 PS F REF 8408-- 5119 Trusses require a enc are in fabricating, handling, shipping, installing and bracing. Refer co a oil• c of BCSI`(Building bComponent Safety Information. byTPI and WTCA)rfor'safety practl ,fpr o.708 1 . ? TC DL 7.0 PS F DATE 09/18/17 a performing those Iunctions�attached ers structural II provide mheath tonporabo bracing per all bracing s notod o Is r • ' = to chard nallhn a properly a t mad m oral ral restraint and of bottom ofd shall a properly a fid. • BC DL 1 0.0 PSF Odilkikk rigid coiling. Locations shown far permanent lateral restrai c or webs ell Ing I stalled G.: • F. DRW HCUSR408 17261397 A LL= 11 N� the 83, B]or unleas ss n ted tithe . Apply wise. R plates co wenn foto ANSI/TPI ffru dposition as shown thou and • S ,T a O •• ' c Joint Details, u Ic noted otherwise. Refer to drawings i60A-2 forsstandard plates positions. - BC LL 0.0 PSF HC-ENG LP/WHK Alpine. a division of ITV Building Components Group Inc. hall n esponslblo r any deviation :4 /� .•(`�� ng. any failure to f trusses ld the truss in conformance with ANSI/TPIb1, or for handling. shipping. A/ ' ::d. SIV• TOT.LD.LD. 3 7.0 PSF• AN ITW COMPANY tlnscal lotion 6awraci bY1 '' as ae. ` -1' a ��{' SEQN- 876822 A oriel on this drawing or cover pegs listing this drawing. Indicates acceptance of profess Ione!englneerl ••...tie•• responsibility solely for the dcelgn show,. Tho suitability and use of this drawing for any structure is FSS1�N A�� ,' DUR.FAC. 1 .25 FROM J B 24(q Lake Orange Dr..Suite 150 responsibility or the Building Designer per ANSI/TPI 1 Sec.i. '4'44%6 ]taN Orlando.FL 32)(37 For more information c Is job's general notes pogo and meso web sits.: µWIWIMM1MAltl FLCOA#0278 ALPINE: www.elpineltw comTPI Swwwtpinatorg. WTCA, www..Nti.Uustry.cam: ICC, www.Iccsero.org illiam H.Krick Lic.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJO1G ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 plf at 5.25 Bot chord 2x6 SP #2 BC- From 20 plf at 0.00 to 20 plf at 2.27 Webs 2x4 SP #3 BC- From 10 plf at 2.27 to 10 plf at 5.25 BC- 449.61 lb Conc. Load at 2.27, 4.27 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 130 mph wind, 24.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (J) Hanger Support Required, by others Right end vertical not exposed to wind pressure. 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 I, s � 3X4 3-11-3 �C 1-2-11 h .. J 22-4-12 IIISTal 4X4 2X4 III i< 5-3-0 Over 2 Supports R=523 U=45 W=5.25" R=743 U=52 H=H1 kuionitIN(ro,hp Design Crit: FBC2014Res/TPI-2007(STD) yMd",0 H. "" PLT TYP. Wave FT/RT=O%B(O%)/0(0) 15 i C .�••E16 qhc��L. j('% QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! #s •'>GEE Ua,' .•`• T(, LL 20.0 PSF ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 5120 Trusses require extreme aro in fabricating, handling, snipping, installing and b ing. Refer to a • foil ion fBCSl`(Building Component Safety information. yTPIand MICA)rI r safety peed! pr•.r 0.708 1 TC DL 7.0 PSF DATE 09/18/17 ocperfcrmingll ose functions Installers shall provide temporary bracing per BCSI.r Unless not.. .. s , e cop chord zea M1 bottom chord shall M1ave a properly e ig�d eei�ing. =:=2:;=:=7=7°=.=rt web,anal) M1ave b Ing Inaaall �� BC DL 10.0 PSF DRW HCUSR408 17261407 Al LFA! the Join ai or unless othotherwise. Apply Plates to drawings faceoftrufor plate az shown ahoy and • S AT• O ! r• c Joint Details, u Ic ted cancer o Refer es to each aceAof trusstandard plate as sh wns.� I sections r tlIv„len rf ITW Building Conpononts GfOUP Int. snail n t be responsible f .ny derlau f.. ;'14 ,<tyP'` BC LL 0.0 PSF HC-ENG LP/WH K ing, eny f :lure ter truss in conformance rite ANSI/TPI 1, or for M1andri ci% zhipping,c �. a , • AN ITT/COMPANY installation babracing o trusses. - ':.4.A-1 Na,:G`.!W, TOT.LD. 37.0 PSF SEQN- 876800 A sosl on this drawing or cover peps !!dung this drawing, Indicates acceptance of profess lone! engineer! •.sense.• responsibility solely for the design shown. The suitability end use of this drawing for any structure Is t• e0,71... /O�IAL l-N J' DU R.FAC. 1 .25 FROM JB 2400 Lake Orange DC.Suite Ii0 responsibility of the Building Designer par ANSI/TP! 1 Sec.R. ,+ggI/ 00 Orlando.FL 32837 For more information s Is Job's general notes page a those web , ' W1MWN W°. • FLCOANO278 ALPINE: www.aipineitw.tom: TPI:.w.cpinzt.org, WTCA: rwr.sbclnduscry tom, ICC'maw.icesafe.erg illiam H.Krick Lic.Number 70461SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJO1GA ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 plf at 5.25 Bot chord 2x8 SP SS BC- From 10 plf at 0.00 to 10 plf at 5.25 Webs 2x4 SP #3 BC- 1372.29 lb Conc. Load at 1.64 :Lt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' BC- 1043.60 lb Conc. Load at 3.64 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 130 mph wind, 24.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Wind loads and reactions based on MWFRS. DL=5.0 psf. GCpi(+/-)=0.18 (J) Hanger Support Required, by others Right end vertical not exposed to wind pressure. 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 s P 3X4 3-11-3 4X12(E3) III I 1-2-11 ,� / , J■ *2-4-12 MEMO 3X6 III 4X6(E3) k5-3-0 Over 2 Supports R=1424 U=288 W=5.25" R=1336 U=207 H=H1 uumuN]N],]r Design Crit: FBC2014Res/TPI-2007(STD) +�"`�Q. r H. ' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15$,0it„�0`� 0.t�04'4/ -1TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WIARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ;' TC LL 20.0 PSF R E F R408-- 5121 Trusses require extreme caro in fabricating. handling. snipping, installing and bracing. Refer to y� II 6 tho BCSI (Building Component Safety Information. Dy°TPI an WTCA) for safety prectic$fori4 0.708i1 m'i TC D L 7.0 PS F DATE 09/18/17 o performing 11 have functions. InatallotrucM1all provide temporary bottom per SCSI. Unless noted o e r laeC • ' -- (op chord ane these o proporlattached structural sheathing and bot ;nerd snail have°properly a BC DL 10.0 PSF DRW HCUSR4o8 172614;0 rigid ceiling. Locations shown for permanent lateral restraint of Webs shell have bracing Installed p S / IUO thctlons Bae B]or B^O.ss°no applicable. isaApply plates to each alface notf truss be stand position as shown aboven o,a S AT a ) 1 rs o Joint Details. unless ted otherwise. Refer to drawings160A-Z i standard positions. 4 �7 /1 °`°p°° 15:4 t' = BC LL 0.0 PSF HC-ENG LP/WHK I l .Alpine. a v f ITW Building Components Group Inc. s responsible for any deviation fro` ae A • '(may Ing, any lf allure to build the truss In conformance with M1ANSI/TPI b1, or for handling, shipping, eaae� `M , ae �/ • AN ITw CCIMPANY installation b bracing of trusses. iCt ` .•'�� TOT.LD. 37.0 PSF SEAN- 877236 Ar seal on this drawing or cover page listing this drawing, indicates acceptance of profs..lanai engineering (1 eau• responsibility solely for the design shown. The suitability and use of this drceing for any structure Is CM ��47 •e a (L�N 21cNl Lake Orange Dr..Suite UU responsibility of the Building Designer per ANSI/Tel 1 Sec.2. %„,, "A� ,pa` DUR.FAC. 1 .25 FROM JB Orlando.FL 32X37 ALPINE. ,;,,er more information rrr .a Job's genera notes ooe these rob sites: �Q PACING 24.0” JREF- 1W4C408 Z13 • FLC;A#0278 .elpinoltr.com TPI: this WTCA .. st y.com; ICC: r .lccsefe.org William H.Krick Lic.Number 70 AGN — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJ02 ) Value Set: 13B (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 0 �� R=12 J _424_11_7 2X4 III 2-1 -3 iligooll '� Pr_Aillillin 1111M 42-4-12 2X4(A1) _ -� R=41 2X4 III 1 1-9-0 5-0-0 Over 3 Supports --> R=191 W=5.25" yt 10We HiRNN1rr P H. 'e. Design Crit: FBC2014Res/TPI-2007(STD) +��..0 PLT TYP. Wave FT/RT=0%(0%)/0(0) 15�411„�0f� t,0%44'Q/��TY:5 FL/-/5/-/-/R/- Scale =.511/Ft. "IMPORTANT" FURNISH THIS DRAWING FOLLOW ALL LL NOTES B TRACTO RS INC DRAWING. THE INSTALLERS. AV�' TC LL 20.0 PSF REF R408-- 5122 Trusses rogulro extreme care in fabricating, handling, shipping• installing and bracing. Refer to an folio* a o f BCSI (Building Component Safety Information, by TPI and WTCA)r:r safety praeele prier,- 0.708.1 TC DL 7.0 PSF DATE 09/18/17 o performing hall have t achellers structallural proalde tonporebo bracing per have haveUnless notedproperly o" a ' to d coiling. ,M1 a pr°p°r„o attached" `e la 'h°`hing and nt of web` shall °pinstaly a r''l _ BC DL 10.0 PSF DRW HcusHaoa 17261332 Odikhk algid ce Ing. Loa n n for pornenen[ lateral roti eine of wo s .I h Ing installed p s ° C ALPINE T. thctionc BJ or 810. as^ppllceg C opQpply pintos to each faceof trussantl position as shown above ntl�,v S AT e 0 ct o Joint Details. mloss cotl ocher Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF HC ENG LP/WHK Alpin, a division of ITW Building Componon s Group Inc. shell not bo responsible for any deviation fros ° �/(+ ng, any failure ng o trusses. Cruse in conformance with ANSI/TPI ,, or for handling. shipping, �4 _ TOT.LD. 3 7.0 PSF S EQN- 877123 AN ITW COMPANY °instal acro bbraci Y1 ^ ..„,,,,,,,4,„e A soal on this drawing or cover peg. listing this drawing. Indicates acceptance of prof.ssIons! engineering vwllw rosponslhlllty solely for the design shown. The sultablllty end use or this drawing for any structure Is M S/pNAI.��.``" OUR.FAC. 1 .25 FROM JB 240(1 Lake Orange DL,Suite ISn responsibility of the Building Designer per ANSIRPI , Sec,2. Orlando,FL 32%37 For more information. and these web%Ito,: M1rIMIMtM Job's g°"eraln page PACING 24.0" JREF- 1W4C408 Z13 FL COA NO 27n ALPINE: www.alpinoitw.com: TPI: www cpinst.org, WTCA: www.s ustry.com; ICC'. www.lccsafo.org William H.Krick Lic.Number 70861S — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJ03 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 �� / 25-3-7 R=83 U=48 2X4 III 3-2-3 '11 1.1 i y; 22-4-12 2X4(A1) - R=56 U=4 2X4 iii L-1-9-2 —3..1 5-8-2 Over 3 Supports R=343 U=18 W=5.25" RL=80 Design Crit: FBC2014Res/TPI-2007(STD) H.H• �O", PLT TYP. Wave FT/RT=O%(0%)/0(0) 154, i�„}0fla f\ S' . QTY:5 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI•• 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-- 5123 Trusses require extreme are fabricating, handling, shipping, installing and bracing. Refor to an folio* • '! e latest edition o rSCSI`(Building Component Safety Information. yTPIand WTCA) for safety orectic prl.1- o.708.1 TC D L 7.0 PSF DATE 09/18/17 S to phthese functions. Installers pebracing par Unless pored aC� o� chord snallha Pnsarowattchodstructural sheathing and bottom shall haves a P•nst igldcol Ing. Locations shown far pormanpnr letoralroa aloe of wohz shall have eeelog Installedp 5 ii • ' BC DL 10.0 PSF DRW HCUSRaoe 17261411 and ,4��0� heel ons Bl. B]or B10. es^PPllcabPPIY plates drawings trussposi[Ion as shown shoo ntl�la S AT•' O i ' I 1s v Joint Decalls, unlessted otherwise. Refor to each 160A-Z forstandard place positions. I sAlpine, a division of lTW Bu D Gr Inc. e , (. �' BC LL 0.0 PSF HC-ENG LP/WH K Building Components Group c s responsible for any dovlatlon fro`. a• A /—may ng, any f dare cobuild the truss in conformance with ANSI/TPlbt.ror for handling, shipping, O ee/aal ' ,I •1a C' AN ITW COMPANY drawing. a bracing of trusses. iC�,. , ',ASV!it TOT.LD. 37.0 PSF SEQN- 876626 A seal on this drawing or cover pegs listing this drawing. Indleet.e ecc.ptence of profess lone) engineering .••.t•• responsibility aololy for too design show,. Tho suitability and use of this drawing for any structure Is the if 2400 Lake Orange Dr.,Suite 150 responsibility of the Building Designer per ANSI/IP! 1 Sac.:. +,,S,AMA.-0 A DUR.FAC. 1 .25 FROM JB Orlando.FL 32837 For more Information sco this Job's general notes page and these web FL COA NO 278 ALPINE: wew.alpinoltw.com: TPI www tpinst.org: WTCA: www.sbclnduscry.com: ICC: wwe.icczafc.org William H.Krick Lic.Number 7086 1SPAC I NG 24.0" J R E F- 1 W4C 408_Z 1 3 09/18/2017 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJO3G ) Value Set: 13B (Effective 6/1/2013) Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 plf at 3.92 Bot chord 2x6 SP #2 BC- From 10 plf at 0.00 to 10 plf at 3.92 Webs 2x4 SP #3 BC- 40.59 lb Conc. Load at 0.01 BC- 575.35 lb Conc. Load at 1 .98 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 130 mph wind, 24.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (J) Hanger Support Required, by others Right end vertical not exposed to wind pressure. 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 � iiid N 3X4 s 3-2-3 1-2-11 h- E I •� ,. 4_22-4-12 I 4X4 2X4 III R=449 U=80 W=5.25" R=424 U=80 H=H 1 ,nmRlNgrgrhf, Design Crit: FBC2014Res/TPI-2007(STD) +" H. � g� V *4'" PLT TYP. Wave FT/RT=0%(0%)/0(0) 15$ i.0log •444)/ =1TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNING I•• READ AND FOLLOW ALL NOTES ON TNI S DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ie •V.'' TC LL 20.0 PSF REF R408-- 5124 E.Trusses rogulro extreme aro In fabricating, handling, shipping, installing and bracing. Refer to an olio* ,1 :� o edit on o rBCSI`(Building Component Safest Information, byTPIan WTCA)r�r of ` 0.708 1 •• - TC DL 7.0 PSF DATE 09/18/17 Is II hav functlona�nf structural Y roc safety ole prl� a ' o performing c Installers shall provide temporary bracing per BCSI.for t e! t to chord ha h o properly attached sheathing and bottom chord shall have a properly a rhiVl . = BC DL 1 0.0 PSF DRW HcusRaos 17261406 rigid cel Ing. Locations ho or permanent lateral restraint of webs shall have bracing scall dtp �5 t ' i A I��N „diens BT or R Uos as QpPllcabo wi :7.4 Plates talnotdor at nd posl[lon as shown above nd o,. S AT• 0 •- I to o Jo mC Oetells, u I ted nth r Rnlor[a ...:.=.,111A1 f anderd plate posl[lone. �t�QI� BC LL 0.0 PSF HC-ENG LP/WHK 1 tAlpine. a division of ITW Building Components Group Inc. s responsible f any deviation fro` /// �• A 1 ing. any f dura to build the truss in conformance with for handling, shipping. !!!! '�..� ''1`',./....(414T1 AN Irw eo MPANY installationAabracing or trusses, iC` TOT.LD. 37.0 PSF S EQN- 877224 A see! on this drawing or cover page limiting this drawing. Indicates.cceptence of prof.a.IOn.l engineering (,"/`. *ea.... E`� �\ ro.ponmilblllty solely for the design shown. The suitability and uao of this drawing for any structure I. ho "y.S/ON AL f�t DU R.FAC. 1 .25 FROM JB 2J(Kl Lake Orange Dr.,Suilt I50 responsibility of the Building Designer per AH51/TPl 1 Sec.2. '4'gep... ....ag Orlandn.FL 32837 For more information this Job's general n s pogo and r web a FLCOANO27% ALPINE: www.alpinoltw col.`TPI Swww.cpinst.org: *TCA www.nbclndustry cum: ICC:'www.Iccsefn,nrg William H.Krick Lic.Number 7086 is PAC I NG 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - EJ04 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. 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 MWFRS loads based on trusses located at least 30.00 ft. factor for dead load is 1.50. from roof edge. 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 I O � _402-9-6R=162 U=24 101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2-0-14 �� 7 H0_11-0-0 2X4(A1) 'i. R=79 U=0 1-c-- 1-9-1 7-0-1 Over 3 Supports R=364 U=28 W=5.5" RL=28 pmiomINNrNT/,',y i, Design Crit: FBC2014Res/TPI-2007(STD) ` e.H;�k$ PLT TYP. Wave FT/RT=O%(0%)/0(0) 15/405t• , Q. C`QTY:11 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI , y' ••INF'ORTANi•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �i •a TC LL 20.0 PSF REF R408-- 5125 Trusses require extreme arc In fabricating, handling, shipping. installing and bracing. Refer to and wolio o.708.1 ' TC DL 7.0 PSF DATE 09/18/17 o afr BCSIc(Building bComponent Safety Information, by TPlen WTCA)rfor safety practice prlop ' o Pchord 1'shg these all have functions Installers structural provide ng and bracing dor BESave lhaven pr noted arta • • L to chord ne a pons shown attached t turel sM1 rM1ing ent bottom chord hal sM1 II M1 a properly a = BC DL 10.0 PSF DRW HCUSR4o8 17261379 rigid coiling. Locations s n for permanent lateral restraint of webs shall I M1 Ing installed pe BCS A R 1L � t„cti ons BD 87 or unlessnoted ca ole. Apply pietas to oecnal lcnotf for standard plate as shownabove ' AT a O a J ( to a Jo,nc 3, 87 o u I tetl cab o. A Refer to to oacgs ace of i truss and position plate positions. '"t'2 I Alpine, a division of ITW Building Components Group Inc. responsible for any d -h .41 " ' • ,e ...c, : BC LL 0.0 PSF HC-ENG KM/WHK tlrawing, any failure to build rho truss In conformance with nANSI/TPI bl, or ror handling, shipping, m h '%‘ i s AN ITwCOMPANY Installation A bracing of trusses. �i�,,w• I• aa„eu•••a \`*it TOT.LD. 37.0 PSF SEQN- 888072 A seal en this Crowing orcoverpogo listing this.rowing, indicates weept.ne.of P......lona engineering sq/Oe,•l tN fesp,i;'O1lIty or lely for toAssign•�'µ51/TPIt/ol suitability.no use of tnls drawing for sty structure I.the 4,,I i.".,�„ DUR.FAC. 1 .25 FROM JB 2iIXl Luke Orange Dr..Suite ISO I ftn.Ban dl peel Tm,N..IW Orlando.FL 32837 For 'nfn m Ian is Job's general notes page end those web site.: JREF- 1W4C408— PACING 24.0" Z13 FLCOA# ww OZ18 ALPINE: w .olpineite.crom: TPI: ewv tpinst,org: WTCA: www.sbcindustry.com: ICC: www.lccsero.org William H.Krick Lic.Number 70;61S 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJO1 ) Value Set: 13B (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. Left end vertical not designed to be exposed to wind pressure. ++ STRUCTURAL FASCIA BEAM REQUIRED. SUPPORT AND CONNECTION DESIGNED BY OTHERS. 6 1R=9 • � (1) 72-11-7 0-1 -3 ++ 1.1 i 11 4.22-4-19 R=10 2X4(A1) R=2 0-0-2 1-0-2gier 3 S�i pports "eplt«Htiluitior0,4 9. Design Crit: FBC2014Res/TPI—2007(STD) , "�'^��,,.NPt......: /1-1;;:',,.„ PLT TYP. Wave FT/RT=O%(0%)/0(0) 151A1.wti47‹ 11.• SQ. �QTY:18 FL/—/5/—/—/R/— Scale =.5"/Ft. "WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAN I NG I •-'y ./ 1• 5, **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a `'� 'j p • TC LL 20.0 PSF REF R408-- 5126 Trusses require extreme are on fa rotating. handling, shopping, in tel ing and bracing. Rorer to a levee 0.(08 t 1 v latast a Ir DCSI`(BooldingbComponent Sshallafety Information, bysTP1 and'FICA) fBCSIorsafety practice proampoo Al TC DL 7.0 PSF DATE 09/18/17 . o performing hall hav Iuncticnse attached orsstructanontural provide ng angary bratom chord Per all havena pr noted o to oei S tap chord eM1 h a pro,erlo a t hoe st oral ra Ing and bottom chord sh II a pinstaly. i BC DL 10.0 PSF DRW HCUSR408 17261372 ',god cooling. or BIO. shown for e. Apply leteralto l e fobs shtrussall h Ing instellodvp CS : S AT: O r, 1 O`— rl thctl ons Bae BT or B^O.sesneoppllcabloo.1SAPPly Pletes drawings face tf for standard position as shown abo ar___y''yyFFFa,,.rt II L J o Joint Dotalls, u to ted och rw o Rorer co Ings 160A-2 plate positions. a sAlpine. a v of ITN Bullding Components Group Inc. s espomlblo for any deviation f ,h��. "� ' ,.•a ve/... BC LL 0.0 PSF HC—ENG LP/WH K ng. any failure to Ovoid the truss In Conrormanca withhANSI/TPlbl. or for handling, shipping, �' A ti . -II`.• ,e f AN IT'WCOMPANY onxeallatlen Aa bracing of trusses. Ilk et.,s ...,..e `ce..." TOT.LD. 37.0 PSF SEQN— 877108 A seal on this drawing or cover peg. listing this drawing. Indicates.ee.ptenee of profsolonel engineering /fl, i t N` responsibility ofltthee Building Designer per AJISI/TPIThe 1suitability. and use of this drawing for any structure is the ayf 1«1M`' DUR.FAC. 1 .25 FROM J8 24(x)Lake Orange Dr..Suite ISO 4"MNrgwtw Orlando.FL 32437 For mare information ae this Jab's general n a Page a those Oct FLCOA4027g ALPINE: wear alp.ncltf.comcTPI: www.tpinst.org: WIC, fff.sbcindustry.tom: 1CC sites: icesafe.erg William H.Krick Lie.Number 70861SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJO3 ) Value Set: 13B (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 III 23-11-7 6 R=-36 'i 11 3 ■ ■ i� 22-4-12 2X4(A1) 2X4 III I-E— 1-9-0 p-0-0 Over 3 Supports R=199 W=5.25" pn. mluuHnrnff f4' Design Grit: FBC2014Res/TPI-2007(STD) AP`M1• weeee;e , .;, PLT TYP. Wave FT/RT=0%(O%)/0(0) 15. �' 1EA'.!C'QTY:17 FL/-/5/-/-/R/- Scale =.5'I/Ft. AND "WARN INGI" READ FOLLOW ALL NOTES ON THIS DRAWING! e 1.. 1•' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' TC LL 20.0 PSF R E F R408-- 5127 Trusses require c t omc ora fabricating. handling. shipping, n tai ing and bracing. Refer to and ollpw: o.708.1 e v ofrBCSI`(Bulicing Component Safety Information. bysTPI land WTCA) for safety prattle Iprib. =• TC DL 7.0 PSF DATE 09/18/17 o performing hall have functions. Inscnoll structuralts shall aashes th tomaorary nd webs d shall Unless notedproperly ofha all r , _ cop chord sM1a those a properly a dh Ing e d bot bracingc chord shall M1a v°a properly a c rigid coiling. Locations she r"permanent lateral al all have bracing Installed`pa BCS a BC DL 10.0 PSF DRW HCUSR408 17261370 . I��O` NE the B]e or B10.sssnaP°Ito<M1orwlsee. PPIY Pletoo drew h face of truss and posltlon as shown shover s AT• O ' ' J e Joint Details. unto ted Rofar t each 160A-2 forstandard place positions. sAlpinc, a v r ITW Building lComponents Group Into .II n espanai any deviation f h. /,�� ' ��4/�¢� BC LL 0.0 PSF HC-ENG LP/WHK 'ng. any lf Slurs to build the truss In conformance with"ANSI/TPI b1. or for handling. shipping. from A S'• . 1%.*' TOT.LD.LD. 3 7.0 PSF W AN ITW COMPANY dinscallation 8°bracing of trusses. eC ~ .aw..esa Go�� SEQN- 877111 Ar seal on this drawing or cover page Mating Chi.drawing. Indicates acceptance of prof...lona! engineering p ( V�y�' 2311(1 Lake Orange Dc.Suite UO responsibility ori Otna euua�gdoe>s enema p.�ANsiirri`ib9ec`3 and"a°°r tnls drawing for any structure Is the �u 0N *' p, DUR.FAC. 1 .25 FROM JB Orlando.FL 32837 For more informs ion is Jabs general notes page and these web sites, FLCOA00278 ALPINE'. www.elpineltw.comcTPl www Cw pinst.org: WTCA: ww.sbl. Industry.co : ICC: www.Iccsafe.org William H.Krick Lic.Number 70;615PACING 24.0" JREF- 1W4C408— Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJO3A ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 23.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. 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. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 47.86 ft. from roof edge. 6 2X4 III R=35 U=1 I ID 23-11-7 i 1E1' 1-1 -3 1-2-11 I■ / L. `i 22-4-12 R=10 U=0 2X4 III 1-3-0 ID ver 4 Supports (RR=41 U=3'I R=28 U=0 W=5.187" I lyj'r Design Crit: FBC2014Res/TPI-2007(STD) �.�\QA aaH;•'i,,c, PLT TYP. Wave FT/RT=0%(0%)/0(0) 154101 �r $t SO'.fc' TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. `*WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING, TC LL 20.0 PSF REF R408-- 5128 __ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truss` require extreme arc fabricating. handling. shipping, installing and bracing. Refer to and olloi 10.708.1 • — TC D L 7.0 PSF DATE 09/18/17 a , edition ofBCSle(Building bComponent Safety Information, byTPI and WTCA) for safety practice p�,r�pic� o performing ll have functions attached structural nonan of webs Ing d shall Unless perly o to cA i • . h s anoted cop dhcoi aha ova properly a t M1 d u M1l restr e d bot chhave a properly a BC DL O 0 rigid coiling. Locations,M10 r permanent I restraint e bracing Installed pe BCS • PSF DRW HCusRaoB 17261426 ,4 L� sections B3 B]or BIO, as applicable. Apply plates'toaw h ace of cru Land position as towns over y: T I the Joint Dc<al ls, unless nw<ad othorw iso. Rafor co tl Ings r160A-Z far~s tl rd poet`poeshown e o � A a O * ¢ 1 I 'I Alpino, a tl v of ITN Building components Grw„P Into all not be respenslble r any tle„Iatl f "V\W.; • '4V�:f BC LL 0.0 PSF HC-ENG LP/WHK ng. anylf !lure COb e truss in conformance with ANSI/TPI 1, or for hand ung, shlpping.o '1 • TOT.LD.LD. 3 7.0 PSF w AN Il-W COMPANY .nscel lotion Aabracing of trusses ee �` ' aa...ea•*a [�� SEQN- 876662 Ar wool on this drawing or cover page listing this drawing. Inditetea acceptance of profess lone' engineering S' t F V responsibility solely for the design show,. The suitability and use of this drawing for any structure la th> r4 u,ON A4 '��'�` 24(Y)L3ke Orange Dr..suite 1511 responsibility of the Building Designer per ANSI/TPI 1 Sec.2. y"lwN rNgwtlMIw ' DUR.FAC. 1 .25 FROM JB Orlando.FL 32837 For more informs Innee Is Job's general notes page and c wen FLCOA4027N ALPINE: www_alpineitw.com: TPU, www ne,,=n. org: WTCA. wew.sbclnduscry those ICC: ww .lccsaro.org William H.Krick Lic.Number 70$6 SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJ04) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. 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 I R=40 U=7 i t:1 _*11-6-6 0-9-14 – @AE 11-0-0 R=69 U=3 '. —_I___ 2X4(A1) m R=-50 Rw=4 U=25 2-C-1 Over 4 Suppo¢ts r R=90 U=4 W=3.002" pNnomi ft,,,,yv. Design Crit: FBC2014Res/TPI-2007(STD) FP H. H• f('T4' PLT TYP. Wave FT/RT=0%(0%)/0(0) 15� '1)•!fer. },/o QTY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARN INGI•• READ AND FOLLOW ALL NOTES ON TN IS DRAW INGI it ` TC I I 20.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R408-- 5129 Trusty require extreme are In fabricating, handling, shipping. In tai and b Rorer to an a I • • a s frBCsl`(Building Component Saroty Information, by a TPI'end WTCA)rfor nsafety practic ' W o.TOS N 1 T. o performing latent gl thane efunctions. Installers ll providetemporarybracing per vsl. Unless noted oth ±a: = TC DL 7.0 PSF DATE 09/18/17 a ponser„ attached tsheathingtr and bottom chord shall have a pntY. BC e BC DL 10.0 PSF DRW HCUSR4O8 17261166 r�gldbcotl Ing. Loc for permanent I restraint o webs shall have bracing installed t BCS • 87 or to truss A[L L N , the Join ails. unless ea other e. R plafer to lateral e`gcnotrb for standard and rdposition plate as sheen t'bova d : S AT e 0 J a Joint Details. unless tad otherwise. Rear to drawings,BOA-:r .nd.rd plata positions. //��; BC LL 0.0 PSF HC-ENG KM/WHK Alpine. a l of ITV bu Building Components Group shallresponsible bio for any deviation from' AM "4, 'a"• •sae r•,_c^ Ing. any failure to build the truss in Components Group Inc.I with ANSI/TPI I. es for handling.Torg. shipping, w \ 4 x AN ITW COMPANY installation A bracing of tresses. [•A . G\� TOT.LD. 37.0 PSF SEQN- 104828 A...l on this drawing or cover pegs listing this drawing. 'blasts etteptence of profwslon.l engineering `SS(•} e •� responsibility solely for the design shown. The suitability and use or this drawing for any structure is the 4r1 ION AL ha DUR.FAC. 1 .25 FROM J B 24(M1 Lake Orange Dr..Suite ISO responsibility or tn.Building Dasher per AMsI/TPI 1 Sen.2. �P/-m_ngos i --� Orlando.FL 32x37 For more Info ion in job's general n c page and those web WPB FLCOA NO 278 ALPINE. ww.alpinolo•.co.: TPI:waw tpinst.erg: WTCA: see sbcl.dustry.com: ICC'r55.l tnsefe.arg William H.Krick Lic.Number 70:61SPACING 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJO5 ) Value Set: 13B (Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent live load. Top chord 2x4 SP #2 Dense Deflection meets L/240 live and L/180 total load. Creep increase Bot chord 2x4 SP #2 Dense factor for dead load is 1.50. Webs 2x4 SP #3 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 �i1 4_24-11-7 R=12 Y 2X4 III 2-1 -3 '11 EN i1 cl) 22-4-12 2X4(A1) _ R=41 2X4 III 1-9-0 F 5-0-0 Over 3 Supports H R=191 W=5.25" ft Design Crit: FBC2014Res/TPI-2007(STD) yea �('� h PLT TYP. Wave FT/RT=O%(O%)/O(0) 1515 • .t.7% R�' cTY:14 FL/-/5/-/-/R/- Scale =.511/Ft. ••WARNINGI" DR READ AND FOLLOW ALL NOTES ON THIS ARINGI ? f Noe3 -f� •-%� -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. aa TC LL 20.0 0 PSF REF R408-- 5 1 30 Trusses',quire extreme are In fabricating. handling, shipping, Installing and bracing. Refer to andjloll a 0.708.1 • I• i BC51 (BuildingComponentSafety Information. yTPla d WTCA) for safety prattle. pre eS TC DL 7.0 PSF DATE 09/18/17 o`Pchord shg those all hav(properly attached structure provide„heath ng and tom Ing Por BC5all have less pray o t M1 m • r top chord shall a pshown attached had ma structural raI restraint and of wb`chord shall have n prop„ly e BC DL 10.0 PSF DRW HcusRaoa 17261368 r.gld coiling. Locations s 'permanonc I "s alnt o >nall have Ing Instal ,atpe acs . A IIJO 1 ho Jons Bae ai or B10unions as applicable.ceblowlso. R places co eacwinga1160A-Z for russ and position as shown above S AT a 0 o Joint D,tallo unless n cpd caM1le o Rofar to to face standard late positions. v �c�,� BC LL 0.0 PSF HC ENG LP/WHK I tAlpine, a v of ITW Building Components Group Inc, s responsible for any deviation frond. ws pI 'M ,•• °7, ih drawing, anylf(lure to build the truss in conformance with for handling, shipping, /m ` ‘ VF.t • AN ITWCOMPANY nallation A°bracing of trusses. �Cs. •.m.„•..•• G`idW TOT.LD. 37.0 PSF SEQN- 877114 A meal on this drawing or cover page listing this drving. Ind...ett.ptenee of profe.stonal engineering S/,T ON At G�„„ responsibility solely for the design shown. Tho suitability and use of this drawing for mny structure Is th SI ` DUR.FAC. 1 .25 F ROM J B 2400 Lake Orange Dr.,Suite li(1 re>Ponslnlllcy,r the Building Design.'per ANSI/TPl ] sat.z. �NNMW6eNpNW Orlando.FL 32837 For morn information this Job's general notes page and these won . FLCOAan278 ALPINE: www.alpinootw.comCTPISwww.tpinst.org: WTCA', wwe.sbcindustry.com: ICCSwew.iccsafo.org illiamH.Krick Lie.Number 70861SPACING 24.0” JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJ06) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Left cantilever is exposed to wind Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) Deflection meets L/240 live and L/180 total load. Creep increase TC- From 54 plf at -0.08 to 54 plf at 4.00 factor for dead load is 1.50. BC- From 20 plf at -0.00 to 20 plf at 1.75 BC- From 20 plf at 1.75 to 20 plf at 4.00 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. TC- 35.00 lb Conc. Load at 0.00 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Wind loads and reactions based on MWFRS with additional C&C member design. 3 ° 12-0-6 R=89 U=27 1-3-14 m E11-0-0 2X4(A1) _ —i R=-121 Rw=29 U=35 1-9-1 4-0-1 Over 3 Supports R=365 U=34 W=5.5" mwml.NnfeN/. � Design Crit: FBC2014Res/TPI-2007(STD) 8 �a� H. 4y/ d "" PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 3 r��- 1 :Q/01aTY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. "WARHINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI :.`�:• TC LL 20.0 PSF REF R408-- 5131 ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S • . Trusses require extreme are in fabricating. handling, shipping, installing and bracing. Refer to andXoliovj 0.708.1 TC DL 7.0 PSF DATE 09/18/17 o edition of BCSIc(Building bComponent Safety Information, byTPI and WTCA)r for safety praccic prior S per ra o performing have fproperlyW lnstallers shall structural sheathing he thing and ry bracing webs Thord shall lave aUnless pored otcth W i ,0411164 Top d col shall these a pons shown attached e u lateral rM1 tr and bat chord II n a properly a m BC DL 10.0 PSF DRW HcusRaoB 17261167 rigid col Ing. Locations n for permanent rel a Int ofasMell have bracing installed pe BCS A ilFl ' secthe Join ai s. unl as applicable. ormiso. R Places to each drawings <fcor standard russ and rd plate as stioonsabovv d z g AT i 0 : _ I o Joint Details, unless noted m r Refer to drawings 1GOA-2 r da rd plate positions. I46•••• p.; v .'��= BC L L 0.0 PSF HC-ENG KM/WHK I Alpine, a divisionof ITW Building Components Group Inc. h responsible for any deviation frogl*^^��//////JJ�.�rr�� e r r/. ng, any failure to build the truss in conformance With ANSI/TPIb1, or for handling. shipping, a **J.`..1 •• S/ • AN IT v/COMPANY dinstaallation 8 bracing of trusses. �" •...,..•••' � TOT.LD. 37.0 PSF SEAN- 104834 Ar noel on this drawing or cover page listing this drawing. Indicates acceptance of pl lanai engineering (} responsibility solely for the design shorn. The suitability and use of this drawing for any structure Is he ��•V INA��.,��„N DU R.FAC. 1 .25 F ROM J B 24(X1 Lake Orange Dr.,Suite 150 responsibility or the Building Designer per ANSI/TPI 1 Sec.2. TNI i1.1s.1030, Orlando.FL 32837 For more information x Is Jobs general notes page a t mob PACING 2 4.0" JREF-- 1 W4C408 Z 1 3 • FLCOA4027g ALPINE. swr.alpineit ,aam: TPI www cpinst.arg: WTCA: WWW.sbclrwu try these ICCs5aa.lccsafa.org William H.Krick Lic.Number 70$615 - 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - CJO8 ) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. 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 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 3 E______ I, 12-6-6 ty R=139 U=32 1-9-14 101111111111111111111111111111111111111'1111111111111111111111111111111111111111111111 i ,-, 11-0-0 —�PTE=RI R=55 U=6 2X4(A1) 1-9-1 k6-0-1 Over 3 Supports >1 R=334 U=29 W=5.5" RL=29 Design Crit: FBC2014Res/TPI-2007(STD) "is� . N. k/"'' PLT TYP. Wave FT/RT=0%(O%)/0(0) 15 .E ,7••a�:3. � �J•rO TY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. —WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAW I NGI 1..7... "", 1 TC LL 20.0 PSF REF R408-- 5132 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c cmc arc in fa ricating, hantlling, snipping, n cal ing antl bracing. Rofor to en w •foller o.708.1 - latest odition !BCS1 (Building Component Safety Information, bysTPlland WTCA) for safety precut prlte TC DL 7.0 PSF DATE 09/18/17 o`Pchord toll! have lunctlonsw t achell structurlvldo ng and bracing dor have nless potodny att h� • r t _ pop engird an chose e properryyo attached at w h tnl�g ane bottom chord shall a„a a praariy. • E BC DL 10.0 PSF DRW HCUSR408 17261340 rigid ceiling. Locations shown for permanent lateral eros ain of webs shall bracinginstalled p BCS i A I LL E1 N 1 [notions 63a B,sor Bunless ted otbc wisopplY plaRefer tod•wingscno !truss and position positions. shown tions.above WZ S AT• 0 Q F I t• o Joint Dotells. u le noted ocn r Rofor co drawings 160A-Z for a standard plate poslclons. I Alpine, e division of ITW Building Compononcs Group Inc. shallc be rosponsiblo for any e e frla4 Np .a ,, ,.•`"V`. BC LL 0.0 PSF HC-ENG KM/WHK drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, p/�s•s•( '.Y 1 V AN ITW CO MPANY instal on this Gr.wing or rucoverepego listing this drving, Indicate.acceptance of proT.s.lmisl snginssring �`S6• 1'•••NG\ TOT.LD. 37.0 PSF S EQN- 888064 osponslbllity solely for the design shown. The suitability and use of this drawing for any structure is he f U A 24(Al Lake Orange Dc,Suite 13(1 r•sponslbility of the Building Designer per ANSI/TPI 1 Sec.3. 44Fff '��1Wr+�` OUR.FAC. 1 .25 FROM JB Orlando.FL 32837 For more information Is Jobs general n s pogo and t web PACING 2 4.0" J REF- 1W4C408_Z1 Z 1 3 • FLCOA80278 ALPINE'. www.elpinolcw TPI Swww cpinst.org; WTCA: www.sbcintlustry gem, ICC'www..Iccsare.org William H.Krick Lic.Number 70;615 — 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - HJO1 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 24.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Left cantilever is not exposed to wind Special loads Bottom chord checked for 10.00 psf non-concurrent live load. (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at -0.11 to 2 plf at 9.84 Deflection meets L/240 live and L/180 total load. Creep increase BC- From 2 plf at -0.01 to 2 plf at 2.41 factor for dead load is 1.50. BC- From 2 plf at 2.41 to 2 plf at 9.84 TC- 17.82 lb Conc. Load at 1.41 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. TC- -71.10 lb Conc. Load at 4.24 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. TC- 23.21 lb Conc. Load at 7.07 BC- 3.26 lb Conc. Load at 1.41 BC- -62.63 lb Conc. Load at 4.24 BC- 81 .21 lb Conc. Load at 7.07 E i. 25-11-2 R=20 U=5 2X4 4.24 1 '''S.,11111140isph..- 3-9-14 2X4 III i i _ _ 11 i +22-4-12 2X4 Al _� R=156 U=99 ( ) 2X4 III 4X4 << 2-5-1 H9-10-3 Over 3 Supports R=315 U=237 W=7.425" t04tftHINI l,H 4 Design Crit: FBC2014Res/TPI-2007(STD) ,,p�' `1 H. k PLT TYP. Wave FT/RT=O%(O%)/0(0) 15�� 1t10• 1Risip'4/0 TY:6 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNI NGI•• READ MID FOLLOW ALL NOTES ON THIS DRAWINGI j v �Z' '••4-' TC LL 20.0 PSF **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •f I G REF R408-- 5133 Trusws reguiro e t ono ere ,n fabricating, handling. shopping, installing and bracing. Refer to an foliage 0.708.1 TC DL 7.0 PSF DATE 09/18/17 a of r BCSlc(Building bComponent Safety Information. byTPI an WTCA) r safety practic pricex T1 o performing shall hav functions.attached ers shall structural she do tomp^re bo bratom chord per have for a pr notoperlyaoatc e • _ top mord ng.IM1M1 o properly a t had at u M1 etM1„q and bottom<hal s II have a properly e rigid coiling. Locations shown far permanent I re .I t of webs:mal bracing inata. M15: BC DL 10.0 PSF DRW HcusR4o8 17261374 Olgilib iI O` ' Cho B], B7 or 010. eaapplicable. PPIY plates Ceaw n fecoocf�ru aposlcoon as shown shove a'�• S AT a 0 L J I t o Joint Details. unless tee otherwise. Refer t angs 160A-Z forstandard plate positions. 41 I sAlPino. a division of ITV Building Components Group Inc. .II n responsible f any deol.0 on fre�G tlrp :a �. �:(V�c"• BC LL 0.0 PSF HC-ENG LP/WHK Ing. any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. ^s•a< 'sem .•• -{. • AN ITW COMPANY ,installation 0a bracing of trusses. I• r\'Zr TOT.LD. 37.0 PSF S EQN- 877206 A seal on this drawing er cover page listing this drawing. malts...acceptance of profession. engineering Sac/ V,�F�i respbnslen Icy solely for the design shown. The suitability and use of ills Arawing for any structure Is he .f4 s+roN A t ��,t• responsibility of the Building Designer per ANSI/TPI 1 Sec.:. Aty 'y/1L „ DUR.FAC. 1 .25 FROM JB 2400 Lake Orange Dr..Suite 130 NMNrMntWM Orlando.FL 32837 For more information see this Job's goner,. notes page and those web • FLCOAAwcw 0278 ALPINE. ww.alpinorcw.tom, TPI: www pinsc.org: NTCA: w .sheindustry.tom: ICC, www. iccaafe.erg William H.Krick Lie.Number 701161SPAC I NG 24.0" JREF- 1W4C408_Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - HJO2 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 23.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is not exposed to wind Special loads Bottom chord checked for 10.00 psf non-concurrent live load. (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1 .60) TC- From 2 plf at -0.11 to 2 plf at 7.01 Deflection meets L/240 live and L/180 total load. Creep increase BC- From 2 plf at -0.01 to 2 plf at 7.01 factor for dead load is 1.50. TC- 2.00 lb Conc. Load at 1.41, 4.24 PLT- 14.92 lb Conc. Load at ( 0.00,22.70) WIND LOAD CASE MODIFIED! BC- 2.00 lb Conc. Load at 1.41, 4.24 PL - -27 lb Conc. Load at ( 0.01,22.70)[0.0 deg] 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. 4.24 F it ' . 24-11-2 R=18 U=3 2X4 III 2-9-14 PI i ■ • _ _ 11 i 22-4-12 2X4(A1) _ R=61 U=4 "' 2X4 iv 2-5-1 1" 7-0-4 Over 3 Supports R=258 U=0 W=7.425" Rh=-32 RL=27 M H, Design Crit: FBC2014Res/TPI-2007(STD) `Q. /( PLT TYP. Wave FT/RT=0%(OD%)/0(0) 15.0k.,>%0� ►.�:; �1 + TY:2 FL/-/5/-/-/R/- Scale =.5"/Ft. ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! I,� a.e \- , TC LL 20.0 PSF REF R408-- 5134 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reboil,a ma aro on fabricating, handling. shipping, installing and bracing. Refer to an of 0.708.1 • ,w latest odic, Iro ` ` the ACSI (Building Component Safety Information. yTPiand RICA) for safety prectic p .708.1 S TC DL 7.0 PSF DATE 09/18/17 o performing hay* attached foctaolls`r structural oleo temporary bottom Por aysl.evenle.snnotod,t[ • `ig` n. a pons rly shown t n d t n e`hingostr bet n a properly• • BC DL 10.0 PSF DRW HCUSR4O8 17261336 rlgidnco Ina. Locations r permanent taco rel rostra or woos,hell neve bracing Ilea p 005 i Abli All ,�r��0 I sections EIS. 87 or WO. as oPPllcebc otherwise. Plato.[o each faceof trussastandand ard an mown above tl� e i,k1 I `• e Joint Dotal unto cod oth r Rofor to drawings 160A-2 for s rd place positions. S S AT• 0 `Alpine. a division of ITR Building Components Group Inc. shell n responsible r any deviation rro�it41^.. �(. • �:4"/4' BC LL 0.0 PSF HC-ENG KM/WHK Ing, any failure to b Id the truss in conformance with ANSI/TPI bl. or for handling. shipping, A .aa.4 '=1 .ye . • AN ITWCOMPANY dinstallation t bracing of"trusses. fs[/�.A G��, TOT.LD. 37.0 PSF SEQN- 888155 Ar semi on this drawing or cover peg. listing this drawing, Indicates.cwpt.nce of prof...lon.l engineer Ing `()Es •a " s responsibility solely for dtrio ing De gne,w,' The o.it;° `Z..nd use of this drawing for.f structure I. h. wr,,,, �yAL+r,,' DUR.FAC. 1 .25 FROM JB 2400 Lake Oranp Dr..Suite 150 responsibilityof use Building 0.,I MrgeosiMM Orlando,FL 32837 For more Information soo this Job's general notes page and those web • FLCOA110278 ALPINE'. a...alpinelcw.con; TPI: wive tpinst.org: RICA: www.tnt A.stry.cm; ICC':ww.Ict.afe.erg William H.Krick Lic.Number 70$6SPACING 24.0" JREF- 1W4C408_Z1 3 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - HJ03) Value Set: 13B (Effective 6/1/2013) 130 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 B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is not exposed to wind Special loads Bottom chord checked for 10.00 psf non-concurrent live load. (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at -0.06 to 2 plf at 9.84 Deflection meets L/240 live and L/180 total load. Creep increase BC- From 2 plf at -0.00 to 2 plf at 2.41 factor for dead load is 1.50. BC- From 2 plf at 2.41 to 2 plf at 9.84 TC- 70.00 lb Conc. Load at 0.00 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. TC- 79.21 lb Conc. Load at 2.83 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. TC- 178.21 lb Conc. Load at 5.66 TC- 277.08 lb Conc. Load at 8.49 BC- 180.69 lb Conc. Load at 2.83 BC- -5.02 lb Conc. Load at 5.66 BC- 110.40 lb Conc. Load at 8.49 3X4 = �•( '. 12-9-4 2.12 R=167 U=36 iiim so 2-0-12 ' 11-0-0 R=206 U=63 2X4(A1) - 2X4 III 3X4 = 1 2-5-0 9-10-2 Over 3 Supports R=557 U=88 W=7.778" . M H• !�'� 0''' ' Design Crit: FBC2014Res/TPI-2007(STD) ,ir.``Q• PLT TYP. Wave FT/RT=0B%(0%)/0(0) 15/i 1••1 .r/ ` TY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••IYPORTANr•W FURNISH THISDRAWINGDRABIMD NGTO ALLOW 1CONTNOTES ON RACTORS THIS THE INSTALLERS. 'el .• �1 S•• '= TC LL 20.0 PSF REF R408-- 5135 Truew roqu ira c oma aro In tsar lcacing, cans ing, snipping, n cal Ing ana b Ing. Rotor co en Dilor a• S /BGsl (Bullding Component Safety Information, byTPI and RTCA) fsafety prattle uric. o.708.1 z TC DL 7.0 PSF DATE 09/18/17 T. oovor`ora nen nav rang lona. ro`u n arre[c".or.vlao comp^r.ry br.cing Par sYsl.avanloaa • • coP mora sns n v Proporly.c nos sc ural eco.[nine ana of web c ora s II n e properly. gid calling. Locatlona e.n r parmApply I e [of m a bracing InatalladP 5: € BC DL 10.0 PSF DRW HCUSR408 17261168 .4 �O` [ryc[lons BT or B10 ss'noppllceOlo-1 saPPIY Ple[oo'ctlf each lacoocf�ru cenaaposltlon as shown above G 1 J , a Ba[aI I.. unla [aa stns` Rarar[ . Inge,BBA-Z ror'; a plata Pa,I[lane. t SAT= O `. BC LL 0.0 PSF HC-ENG KM/WHK I I sAIPIna, e v r ITW Building Componancs Gr ouP Inc. asponslble for enY davla[1 on Irc�M�iO^ �� ' �.(VC Ing, any'`~Iuro to b Ila cne truss n confor aanco a cn'ANSI/TPI , or for entlling, snippng. f' e m 1. � s{/ AN ITW COMPANY arnulletlon Abrecing of trusses. . 7•..•••e-' SEQN- 104837 A semi �(�/ TOT.LD. 37.0 PSF reaponalellllcy drawing for or the dessigover gnn listingsam. The sthis uitability end use of this dm of foras any stronel ucture'Is the �`+(OVAL C.,. C 2.111 Lake Orange Dr..Suite ISO responsibility or the Building Designer par ANSI/Tel 1 Sec.2. 4eq,rrF,,, e,^`" DUR.FAC. 1 .25 FROM JB Orlando.FL 32037 Far.are Int lac Ia,ab s general na n pig.ova cc,.,.ab FLCOA 110 27g ALPINE. sew.elpin,ltm cm C TPI: w tw apinnt.org: RICA. wm.s ue ry.coe: ICC: s . .lccsafe,org William H.Krick Lic.Number 70;615 PACING 24.0" JREF- 1W4C408- Z13 09/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 17002-/Cohen Residence -Epic Custom homes -- 388 11TH STREET Atlantic Beach, FL - HJO4 ) Value Set: 138 (Effective 6/1/2013) 130 mph wind, 24.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left cantilever is not exposed to wind Special loads Bottom chord checked for 10.00 psf non-concurrent live load. (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at -0.11 to 2 plf at 7.95 Deflection meets L/240 live and L/180 total load. Creep increase BC- From 2 plf at -0.01 to 2 plf at 2.41 factor for dead load is 1.50. BC- From 2 plf at 2.41 to 2 plf at 7.95 TC- 17.82 lb Conc. Load at 1.41 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. TC- -71.10 lb Conc. Load at 4.24 Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. TC- 23.21 lb Conc. Load at 7.07 PLT- 27.57 lb Conc. Load at ( 0.00,22.70) BC- 3.26 lb Conc. Load at 1.41 BC- -62.63 lb Conc. Load at 4.24 BC- 81.21 lb Conc. Load at 7.07 PL - 32 lb Conc. Load at ( 0.01,22.70)[0.0 deg] 4.24 0 i 25-3-2 R=29 U=0 2X4 III 3-1-14 IIIIIIIIIIIIIIIII i _ _ e i 22-4-12 2X4(A1) _ R=82 U=0 2X4 III 1< 2-5-1 H7-11-9 Over 3 Supports =1 R=278 U=0 W=7.425" Rh=-32 RL=27 01,011 wTnndn_'' Design Crit: FBC2014Res/TPI-2007(STD) 400,001,011”411111% p�p H. /c PLT TYP. Wave FT/RT=0%(0%)/0(0) 15 e1.• ' hOCfl^4{QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �'t \� l %CI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �; , TC LL 20.0 PSF REF R408-- 5136 Tresses redditio 0 oec ere it fabricpo ng. Sandling, oM1 Information. iy and antl) safety tyar glia " TC DL 7.0 PSF DATE 09/18/17 no Ion�BCSIc(Bulleing Component Safocy Inforeeclen, byTPIan WTCA) for erect!n sfprlo d.I UO�� • �� o per fer'In9 t nev funocionawncfoc callorructell Provide taePerary b ing per SCSI. Unless n"cod o` e • • _ ._-__.... top chord sM1aIIM1 o properly e e M1otl se ural sM1oa ening a d boeeoaae ord sM1ell have a properly a p r1g 10 eel mg. Loa eclons she r Poreenent lateral rescral c of webs shell M1eva brecl ng Inatelled �`+ � a BC DL 10.0 PSF DRW HCUSR408 17261419 A I�O O 1 Z2,"J, ns B]a BTsoronB4O.arn ppllcableo Is:dd Plato:Ctlf oacn facoeof cru cendaposiclon as anown above a S AT a 0 t• a mint Detalla "n ed etM1 rw a Refer to .wings SI TPI teras d plate peeltlens. BC LL 0.0 PSF HC-ENG KM/WHK I :Alpin.. a of ITW Building Conpononcs Group Inc. s all n i bo rosponslelo f any pevlacl on ing. any'Ieiluro cob utl Who truss In conrorwenco wICM1M1AN51/TPI ,. or for nandl�ng, snipping. r %. n_t`• TOT.LD.LD. 37.0 PSF• AN ITWCOMPANY �nsceuetlon A bracing oftrnaaaa. ,cS.-4‘,,......4..., . ...•,,z0.# SEAN- 888158 A gaol on this drawing or cover page listing this droning. Indicates geoeptoneo of p lonol snginssrinng responsibility solely for the design shown. The suitability and use of this drawing for any structure Is<h J responsibility or the Building Designer per ANSI/TPI , Sec.2. 14 lII{VAL ,,,• DUR.FAC. 1 .25 FROM JB 21(X1 Lake Orange FL.,Suite ISO As "I PACING 24.0" JREF- 1W4C408 Z13 Orlando. J27AT Far 1p.n to tie fob's general n s pages end mese web g William H.Krick Lic.Number 708615 - FL COA k(117% ALPINE: www.elpinolcw.coe cTPl www. pinsc.org; RICA: www.sbcl Mustry.coe; ICC: www.icc safo.er _ 09/18/2017 CLR Reinforcing Ner mer Substitution T-Reinforcerlent This detail is to be used when a Continuous Lateral Restraint (CLR) Or' T-Reinf. is specified on o truss design but on olternative web L-Reinf orcerlent: or reinforcement method is desired. L-Reinf. ,, 44.1 Apply to either side of web narrow face. Attach with lad (0.128'x3.0",min) nails at 6' o.c. Reinforcing member is Notes: a minimum 80% of web , member length. �, This detail is only opplicoble for changing the specified CLR shown on single ply sealed designs to T-reinforcement or ,� L-reinforecement or scab reinforcement. my X Alternative reinforcement specified in chart below may be conservative. MM For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. iiii Attach with lad (0.128-x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(W) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 Scab Reinf. T-reinforcement, [-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (*) Center scab on wide face of web. Apply (1) scab to each face of web. NE tyFt tf mvin,,fllff ••VARNINGI•.READ AND FOLLOW ALL NOTES ON THIS DRAWINGIj`••••v\GE sk '•`- r%y TC LL PSF REF CLR SubSt_ ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S Trusses require extreme core in fabricating.handing,shipping,installing and bracing Refer to a follow the latest edition of RCM (Building Component Safety Information,by WI and SBCA)for safe 0.708,') TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per RCSI. i w unless noted Otherwise,top chord shah hoop properly ottochptl structural sheathing and bottom c w , BC DL PSF DRWG BRCLBSUB1014 IIF'III shall have a Properly attached gid ceiling_ Locations shown for permanent lateral restraint Of • s ' ,.4 L D[� , shall Hove bracing nstailed per RCSI sections R3.87 or RIR,os applicable. Apply plates to each fa , �) I of truss ono position s shops above ono on the Joint Details,unless noted otherwise. =,OS S AT• O Qf BC LL PSF i Reler to .w mgs 160A-Z for standard dote posit ons. • Alpine,a division of ITV Building Components Gro i Inc.shall not be responsible for any deviation fr • AA p• C AN ITWCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TRI ].or for handing,shipping, OA I *..1. ••• ��3 TOT. LD. PSF I installation t bracing of trusses ••••,�••• �`, A seal on this drawing or cover page listing this drawig,indicates acceptance of professional q � '- 13723 River rt Drive engineering responsibility solely for the design shown The suitability and u of this drawing o1fy4A °NN • salla zoo for any structure is the responsibility of the &iding Designer per ANSI/TPI I sect. 4 ` p'f'O��`17 DOR. FAC. Maryland Heights,MO 63043 ALPINE: information a th.s job's general notes page and these web:.tes ._"••'aT' f0 PACING .opineitw.co^i TPLewww.tpinst org.SOCA i w.sbcindustryorg, ICC>. ccsafearg Will; L MI mh,'r 7fl.i William H Krc Lir 09/18/2017 \AIL SPACI \E DETAIL MINIMUM SPACING FOR SINGLE BLOCK IS SHOWN. DOUBLE NAIL SPACINGS MINIMUM NAIL SPACING DISTANCES AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE DISTANCES REQUIRED TO AVID SPLITTING. NAIL TYPE A Bx C D BLOCK L❑CATI❑N, SIZE, LENGTH,GRADE AND TOTAL NUMBER AND TYPE OF gd BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" 7/8" NAILS ARE TO BE SPECIFIED ON SEALED DESIGN REFERENCING THIS DETAIL. LOAD PERPENDICULAR TO GRAIN IOd BOX (0.128"X 3.",MIN) 7/8" 1 5/8" 2" 1" A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" 1" OF NAILS (6 NAIL DIAMETERS) 16d BOX (0,135"X 3.5",MIN) 7/8" I 5/8" 2 1/8" 1 1/8" B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" 1 1/8" C - END DISTANCE (15 NAIL DIAMETERS) 8d COMMON (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" 1" LOAD PARALLEL TO GRAIN 10d COMMON (0.148"X 3.",MIN) 1" 1 7/8" 2 1/4" 1 1/8" A - EDGE DISTANCE (6 NAIL DIAMETERS) C - SPACING OF NAILS IN A ROW AND END DISTANCE (15 NAIL DIAMETERS) 12d COMMON (0.148"X 3.25",MIN) 1" 1 7/8" 2 1/4" 1 1/8" D - SPACING BETWEEN STAGGERED ROWS UF NAILS (1 1/2 NAIL DIAMETERS) 16d COMMON (0,162"X 3.5",MIN) l' 2" 2 1/2" 1 1/4" IF NAIL HOLES ARE PREBORED, SOME SPACINGGUN (0.120"X 2.5",MIN) 3/4" 1 1/2" 1 7/8" I" MAY BE REDUCED BY THE AMOUNTS GIVEN GUN (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" 1" BELOW: C GUN (0.120"X 3.",MIN) 3/4" 1 1/2" 1 7/8" 1" SPACING MAY BE REDUCED BY 50% *x SPACING MAY BE REDUCED BY 33% GUN (0.131"X 3.",MIN) 7/8" 1 5/8" 2" 1" DIRECTI❑N OF LOAD AND NAIL ROWS z W c/2 J 1C,* A A LINE o NAIL al LINE A C# B# B/2* C: A C*# TRUSS —.IMEMBER BLOCK LENGTH A D D D A �ypµMu+"+'lH rrr„orf LOAD APPLIED PERPENDICULAR TO GRAIN LOAD APPLIED PARALLEL TO GR Inks'. .e.e.;�k• '';, 'til •. '1',.;. w 'Pi/� •.WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1.....Y.:, \ia�GE`S4 .•�`. REF NAIL SPACE ••IMPORTANT•.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INC INSTALLERS. i.� . 1 Trusses require extreme core In fabricating, handling,shipping,installing and brocing. Refer to on • y fanpw the latest edition of SCSI tBulltling COnponent safety all p"atipn.by TPI and for safet : 0.708. `. .� DATE 10/01/14 /L / \2 practices prior to performing these functions Installers shall provide temporary bracing per SCSI I x Unless noted otherwise, top chord shall hove properly attached structural sheathingand bottom e r* ; DRWG CNNAILSP1014 fT shall hove o properly ottochee rigid ceiling. LOcotions shown for permanent lateral restraint of we /”I l[J -(� fl shall hove broang installed per SCSI sections B3, B7 or 810,as applicable. Apply plates to each r $ w —------"---- a )�^I��\\\vll II I of trussand position o shown above and on the Joint Details,unless noted otherwise. 1 S AT• 0 .•14,14 I Refer to drawings 160A-Z for standard plate positions. Alpine.a division of 17W Building Components Group Inc shall not be responsible for any deviation Cr ....•�(`gLe AN ITW COMPANY this drowmg,ony failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,r\Z... �*w,\ .• F 1 .nstollation I bracing of trusses ••.....w• A seal on this drawing or cover page listing this drawing.indicates acceptance of professional sS t, AL�� 13723 Riverport Drive engineering responsibility solely for the design shown The suitob•ity and of this drawing rO t Suite 200 for any structure is the responsibility of the building Designer per ANSI/TPI I Sec2. «fffy� ,17 For nor, Infornoron see this job's general otes poge and these webwsites' Maryland Heights,MO 63043 ALPINE AAA olpineitw.con. EPI, www tpinserg, SBCA nor*.sbcindustryorg, ICC w ccsofe org William I-I K rirl I it Ullmhrr 7(IRAI 09/18/2017 STRONGBACK BRIDGING REC❑MMENDATIDNS BUTT STRONGBACK IN-All scab-on blocks shall be o minimum 2x4 ftio BRIDGING TOGETHER `stress graded lumber." No-All strongback bridging and bracing shall be o minimum 2x6 "stress graded lumber." `' / � IillIlIlIllIllif ►The purpose of strongback bridging is to -p" ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' 0.C. NOTE: IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0" o.c. (max,) NOTE: Details 1 and 2 are the preferred attachment methods W.The -terms "bridging" and "bracing" ore sometime. ATTACH STRONGBACK TO mistakenly used interchangeably. "Bracing" is an WEB W/ (3) 10d COMMON important structural requirement of anyfloor (0.148'x3') NAILS OR ;0110°Iel° P q c4> lad BOX/GUN or roof system. Refer to the Truss Design O 28'x3.0•) NAILS /� '1 Drawing (TDD) for the bracing requirements for �� '' / each individual truss component. "Bridging," !� I particularly "strongback bridging" is a rAfrO I�r� recommendation for a truss system to help � ` \, �� control vibration. In addition to aiding in the 11111ANIP.„ '�/l� '\' distribution of' point loads between ad 'ocen �/ truss, strongback bridging serves to reduce Li • �� STRONGBACK BRIDGING "bounce" or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required a to 20'1row(at center ofspan) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 30'2 rows(1 at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 rows(I at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at II'acs posts) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) lOd COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)10d BOX/GUN (0.128'x3.0") 4g g 9 NAILS. O bridging, refer to BCSI (Building Component �� /�il Safety Information). 11,11 .111 / El . �I/.� 11 p011111 A „„„,„„ `/ ATTACH STRONGBACK \/ TO BOTTOM CHORD WIT` MtplHtlhNlq <2) 1410 - 3' SCBE M H „r"a„, STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ,�`/y)p`•e••••• k �. w.VARNINGIew READ AND FOLLOW ALL NOTES DN THIS DRAWING � ircAE .fi��0 b• TC LL PSF REF STRONGBACK wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a Trusses require extreme care in fobricoting,handling, shipping.installing and bracing. Refer to on14 /^\\ follow the latest edition of arm (Building Component Safety Information,by TPI and SOCA)for sofet • O. U=,1 . TC DL PSF DATE 10/01/14 practices prior to perforn,ng these functions Installers shall provide tenporory bracing per SCSI. Unless noted otherwise. top chord shall hoe properly attached structural sheathing and bottom c r • BC DL PSF DRWG STRBRI BR1014 shall have a properly Attached rigid ceiling. Locations shown for permanent loterol restraint of we X shall hove bracing installed per SCSI sections B3, 37 or 610,as applicable. Apply plates to each CO L I I 1 �' Re truss and position os shown above and on the i os. Detolls,unless noted otherwise. j S .1.;. 0 BC LL PSF L_�u I Refer to drawings 160A-2 for standard plate positions. r: Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any deviation f AA e AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/Tel I,or for hondling,shipping, ee....44 i w.,\ r4 TOT. LD. PSF • installation I bracing of trusses. w(` . w••""r�` A seal on this drawing or cover page listing this drawing,indicates acceptance of professional ` ew••,• ..,c engineering responsibility solely for the design shown. The suitability and use of this drawing 01 N AL ll�r[. Or 13723 RiverpoA Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Nf"�"�tw'� OUR. FAC. 1.00 Suite 200 For more infornotionsee this job's general notes page and these web sites. "41+`w^r�Yy pf� Maryland Heights,MO 63043 ALPINE.www.olpineitw.comi TPI:www.tpinst.orgi SOCA: www.sbcindustry.Orgi ICC.www.iccsafe.org SPACING William 11.Krick Lio,Number 70861 09/18/2017 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Loco low slope roofs. 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 Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to "sag." Roof Trusses • Avoids `dips" in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI I the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75" (horizontal) 1.25" (horizontal) 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 Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding Hock:. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. 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 , dt71T1NiNHgfi•frd more stringent limitations. x406 H k:'"•r •wVARNINGI• READ AND FDLLOV ALL NOTES ON THIS DRAV]NGI v\w wa1MPORIANT•• FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .e~\GG•v� •,�t REF DEFLEC/LAMB Trusses require extreme core in fabricating,handing,shipping,installing and bracing. Refer to a p ,z A.V follow the latest edition of TICS] (Buadng Component Safety InfornOtion,by TPI and SBCA)for sofa . O.70U• ' % DATE 10/01/14 W'OC ticQS prier to perforning these functions. Installers shall provide temporary bracing per HSI i Unless noted otherwise,top chord shah have properly attached structural sheathing and botton c DRWG DEFLCAMB1014 ,w shall have o properly attached rigid ceiling. Locations shown for permanent lateral restroit of w ZM w • • r, FI 1 I1-�l�(� I7 1 shall hove bracing inst011vtl own BCSI sections B3, B7 of D10,ils Onssblo Apply plwtes to tock f0 • • ,- -- /��/L II JuJ I[1�\__ _ll I 1 .. truss obr tion Os shown Obove c ti o^ the BL or Be tails,unless noted otherwise.\v`ll (� Refer to drowings 160A-2 for standArd plate positions. „.A..• SAT• 0 .•�Q F Alpine,o division of ITV Building Components Group Inc.shall not be responsible for any deviation fr A w• AN aw COMPANY this drawing,any failure to build the truss in comornonce with ANSI/IPI 1,or for handing, shipping, i_I ••'�,`, • instollotion I brocing of trusses. it, .....,,.w•••` F_� A seal this drawing or cover poge listing this drawing,indicates acceptance of professional VV 13723 Riverport Drive engineering responsibility solely for the design shown the suitabaity ond use of this drawing Suite 200 For any structure is the responsibility of the Building Designer per ANSI/7P1 1 Sect. f:94u/ late17 Maryland Heights,MO 63043 For wore information see this job's general notes poge and these web sites, r'O ALPINE,www.olpi,eitw.con; TPI:wwo.tpinst.org;SBCA www.sbcindustry.org; ICC:www.iccsafe.org William I-1 [Crich I is Uytn1r 7QRAI _ 09/18/2017 RIGID INSERT DETAIL - REINFORCEMENT FOR HIGH STRESS COMPRESSION JOINTS THIS DETAIL IS TO BE USED WHEN STRESS AT A COMPRESSI❑N SPLICE EXCEEDS 75X OF THE ALLOWABLE COMPRESSION STRESS PER TPI I SECTION 7.3.9.2 OPTION 441: APPLY A 20 GAGE MINIMUM METAL INSERT BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. BEND RIGID INSERT OVER THE TOP OR BOTTOM OF THE COMPRESSI❑N MEMBER A MINIMUM OF 1w AND SECURE IN PLACE WITH A KEEPER NAIL. KEEPER NAIL IS TO BE SIZED AND SPACED TO AVOID SPLITTING OF THE LUMBER. --H ff 1r0" MIN. 00 o ✓EEPER NAIL RIGID IN ERT ' JOINT LOCATION OPTION 442: - APPLY A 20 GAGE MINIMUM METAL INSERT WITH SLOTTED TEETH BETWEEN BUTTED ENDS OF COMPRESSION CHORD MEMBERS TO FULLY COVER THE JOINT BEARING AREA. HAMMER RIGID INSERT SECURELY IN PLACE AND FLUSH WITH BUTTED END. 0 0 RIGID INSERT WITH JOINT RIGID INSERT A MAXIMUM OF LOCATION t0001111°rwu,,,,,, 5% SLOTTED (VOID) H. � AREA. wwWARNINGIw•READ AND FOLLOW ALL NOTES DN THIS DRAWING o�CE $�'.� TC LL PSF REF RIGID INSERT wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ..V • TC Trusses require extreme care in fabricating,handling, shipping,Installing and bracing Refer to • • DL PSF fanow the latest edition of BCSI (Building component Safety Information,by TPI dna s6CA>for sof y .j p 1 w '1 DATE 10/01/14 `/// \\L practices prior to performing these functions. Installers shall provide temporary bracing per BC' Q• Ove i BC Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom di DL PSF shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of �I I� �l'� FI ; shall have bracing Installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each i• % DRWG RIGINSRT1014 ail 11 C3� ILIII�\\\VIJII I w f truss and position as shown above and on the Joint Details.unless noted otherwise. .,•01.. S •T. O ek. BC LL PSF I Refer to drawings 160A-2 for standard plate positions. Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation /► AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, • Iw- . •r�441 TOT. LD. PSF installation 6 racing f trusses Aw.44 -% A seal this drawing or cover page listing this drawing.Indicates acceptance of professional ....„w • �\ 13723Hverport Drive engineering responsibility solely for the design shown. The suitability and of this drawing t7s O•Iww •N OUR. FAC. Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. %,y 1W6i��• 17 Maryland Heights.MO 63043 for nore information see this ,job's general notes page and these web sites, I _C ALPINE,wwr.alpineltw.conl TPICwww.tpinst.orgl SBCA,wwwsbcintlustry.orgi ICG eew.iccsafe.arg William H Krickl.ic Number-7086I"PACING 09/18/2017 C Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, E t = 1.00 Orr 120 nph Wind Speed. 15' Mean Height, Partially Enclosed. Exposure C. Kzt = 1.00 Or:: 120 nph Wind Speed, 15' Mean Height, Enclosed. Exposure D. Kat = 1,00 Or:: 100 nph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D. Kzt = 100 - 2,.4 Brace Cl> 1.4 'L' Brace • (1) 2.4 'L' Brace • (2) 2x4 'L' Brace ■■ (I) 2.6 `L' Brace w (2) 2.6 'L' Brace •• Bracing Group Species and Grades _I Gable Vertical No -.-- S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, _ Spruce-Pine-Fir hen-Fir III / k2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10` 3' 10' 8" 13' 6' 14` 0' 14" 0" 14' 0" 41 / B2 Standard *2 Stu-d I U k3 4' 1" 6' 7 7 1" B' 6' 8' 10" 10' 1' 10' 6' 13' 4' 13` 10` 14` 0' l4 0' w3 Stud w3 Standora1 O HE Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' f, Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 14' 0' os Fir-Lorca authern Pee••• QJ 1111 4' 6' 7. 4' 7' 8' 8' 8' 9' 0' 10' 4• 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' ®l' ®I, s , P' k2 4` 3• 7' 3' 7` 7• 8. 7• 8` 11' 10' 3' 10' 8' 13` 6' 14' 0' 14" 0• 14' 0' oI tondord IIIMUIMMIllStandard_ k3 4` 2' 6' 0" 6` 4` 7. 11' 8` 6" 10' 2" 10` 7• 12. 5` 13' 4' 14' 0' 14' 0 cu DPL Stud 4' 2' 6' 0' 6' 4' 7` 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4• 14' 0' 14. 0' 0Standard 4. 0' 5' 3' 5' 7' 7. 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B` k1 / k2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14" 0' Hen-Fir 4-) ,.>PE k3 4' 8' 8' 1' 8' 8' 9' 8' 10. 1' 11' 7' 12' 1' 14. 0' 14` 0' 14' 0' 14' 0` wl L Btr U_ II pp Stud 4' 8' 8. 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' w r QJ O f l E Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' II' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' t. •los Fir-Lurch Southern Pines.. P kl 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11` 10' 12' 4• 14' 0' 14. 0' 14' 0' 14. 0' MI1113111111, SI k2 4' 11' 8' 4' 8' 8' 9' 10' 10° 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0" 14' 0' ®'I 112 to k3 4' 9' 7' 4' 7" 9" 9' 9" 10` 2' 11' 8' 12' 1" 14' 0' 14' 0' 14. 0' 14' 0' 1.4 Braces shall '..112Bbe '..112B C tress-Roted Board). W ° D E L Stud 4' 9' 7' 4' 7' 9' 9. 9• 10` 2' 11` 8' 12. 1' 14` 0' 14' 0• 14` 0' 14` 0' ..Por 1.4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7• 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. (roup BI 2J P r k1 / 112 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14. 0' 14' 0' 14' 0' values no be used with these .wades. __J PE k3 5' 1' 9' 0' 9' 4' 10' 8' II' 1' 12' 9' 13' 3' 14' 0' 14. 0' 14' 0' 14' 0' Goblie Iruss Dotolil Notes Lel U HE Stud 5' 1' 9' 0' 9' 4• 10' 8' 11' 1' 12' 9' 13' 3" 14' 0' 14' 0' 14' 0• 14' 0' Wind Load deflection criterion is L/240 O Standard 5' 1' 8' 0' 8' 6' 10' 8' II' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' provide uplift connections for 55 ptf over k1 5' B' 9' 3' 9' 8' 10' 11' ll' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14. 0' continuous beor'ng .5 psi TC Deed Loa, e-• P k2 5` 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load iron 4. 0' outloo.--.. k3 5' 3' 8' 5' 9' 0' 10' 9" II' 2' 12' 10' 13' 4' 14" 0' 14. 0' 14' 0' 14' 0' ■➢th 2' 0' overhang. or 12' plywood overhan: cu DEL Stud 5' 3' 8' 5` 9' 0' 10' 9' II" 2' 12' 10' 13. 4' 14' 0' 14. 0• 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14. 0' 14' 0' 14' 0' 14' 0' Synn Attach 'L' braces with lOd 10,120'.3.0' 'win. ny, 1, About X- 1 ' ?W For co •L' brace' space Wows at 2' ¢.c r abbe Truss Vii, / j,-/il, r` '� in IS' end zones and 4' 0.c. betwee :o.net Diagonal brace action, �. ! /✓ **tor t?r 'L` braces, space hal at 3' cc. vertical length nay be ! !/,` 111111:111::. in 18• en.•1 :ones and 6' o.c. Wet ren _o�••. doubled rhea diagonal j 'L' brace.g oust be a nininun of SO)C of web •race is used Cornrct Jnenber length �,agonal brace ro 4tl;3e `L' - -- ,t eofh end Ma web � Br.ce II _Goble Vertical P➢ote Si es.x110.1 length is 14. Vertical Lengtih No Space 2x4 DF-L ■2 or • Less than 4' 0• 1X4 or 2X3, better cregonotl _ _CbeeOter than 4' 0' 3X4Vertical lengit�* shorn bral.el Singlya„table above. • • I Or *nide cut , H.' ' ..... 45' ;las shown) at ';�' 0 • Refer to common irues de:..�y' r n . I • pw ■ 1=f1�L � e d ■BBBBBBBIw�sI��■I�-■■1� D �'� peoV. sptlicr, and ne plates. •anal at ' Ont4xr¢us $j� �t� ibe /- Rerer to the Building Designer for cono,t....rr,e day e'vuRNISN 1HIS 11 ANDG Y" 1`It q- . c vorr.as web wsINWNIANI..F Refer to chart above - y.• �4bl length, .o, addressed Wy tins data•. ARNINI4sa wfAD AND FRLDV ALL NDTCS DN MIS DiMV1NG! • r " ' :� 4 TO ALL cIN1eAc1pRS IItcLLUDING THE INSTALLERS . :`• s� `- �'�� A�: . Trusses rraurr a-trete carr h.fobvIcoting,i,ndina shed.'g..lnst,ping Ord bracing Refer to p l. ^ folio. the Ibiest edtiam of BCS1(Saltine Concentra Safety Infernotlon.by VPI are SBtA)for sett O. 08.� r DATE / \v Prot-tett prior to DMfOrriny these functions. ➢ staters shell prauldO tenaorory bre0ln5 per. BCSI- _ i..vass roted t 0.,R,,top<toed 50011 no..p.'Operly OttOChed structyrol oheot1.0 Ord belle'.C i : . TP\e, II O 0 p one ly attached raid ceal..9 Locations Mown for pertar.nt latNOi lot OF 7r a dJ W •,411 n .prof q Instoulyd per BEST sections M.B7 or BID,os oppllcuble Apply plates to each CO tL of . urs .d position us she.'.ubevt and on the Joint Detolis.unless noted otherwise. S '.1. • 5. /r'.. ° -T R f t dra g 11140-2 for stordbrd plate peatens,. 11.:'•. w 41c o t 'sl0n o. lv Boating Components Groan Inc.shoal not be responsible for any deviation Cr • I+' 1t .� ,A,L L)V'•A,, r deo tali. to bald the truss n conformance Nth ANSI/ICI 1,or for hand d f. • ro. ° y xg,■ngaprg. rt` "� 'G�� MAX. TOT. LD. b0 P�F -,,.....u....sela.L at*`¢of ir„co e. ,F...-........••••• A Reel on esp si**wino or cytover pope Ilstamdation thiOvum n ii'., uitabtes seal use of professional t�T�(� �trt tt 13723 Riverport Drive for any responsibility ty sresp for the drdI' shoes 100 suitability for and use of this drawbq S/�1RIlL Suite 200 for any structure Is the responsibility of She iJldlrg 0.•sip+w�r per AN61/IP1 1 Sec8 .-SIR.1 7 Maryland Heights,MO 63043 for tort infornatlon see this IOC, gerrrol notes page and these aro taco �`I`�) VAX. SPACING 24.0" ALPINC we..Olphellsco.l TPI www..tprnslo- SBC/ wassbchdustryorgl ICC,a.e.lccsafe.org William I-I Veinle I it Alumhar'7(112A• 1. U 09/18/2017 Ga ole IDetail For Let-in Verticals Gable Truss Plate Sizes AboutO Refer to appropriate Alpine gable detail for r minimum plate sizes For vertical studs. It 11 +ORefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overtop, use a single plate that covers the total area of the overlapped plates to span the web. Iliiii Gable •vertth Examples X4LengthT' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-n¢II - Dr - End-nail � ` �./�� 1 /\. O O To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails: Maximum allowable 'T' reinforced gable vertical 10d Common (0.148's 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must notch size, Rigid Sheathing Toenailed Nails specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 11 4 Nails � � (4) toenails in -the top and bottom chords. 'T' Reinf. ,T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr� Size Increase Reinforcing wind load. 2x4 30 I Member ASCE 7-05 Goble Detail Drawings Example: 2x6 20 % _ A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 100 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 Goble Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP $13 Truss 9 4' o.c. AI1515ENC101014, A12015ENC101014, A14015ENC101014, AI6015ENCI01014, 'T' Reinforcing Member Size = 2x4 AI8015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENCI01014, (I) 2x4 'L' Brace Length = B' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, 1.30 x 8' 7' = 11' 2' ___j S1B015ENC100815, S20015ENC100815, 520015END100815, 520015PED100815, ---- 511530ENC100815, 512030ENC100815, 514030ENC100815, 51603OENCI00815, i 4 Noils g 518030ENC100815, 520030ENC100815, S20030END100815, S20030PED100815 Gelling See appropriate Alpine gable detail for maximum unreinfor ta frhvertical length. $�! IPM...... kRi � ••VARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! 's?.• �E�s� •.C11 REF LET-IN VERT IM .. PORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme core in fabricating,handling,shipping,installing and bracing. Refer to a .• DATE 10/01/14 v V followacthe latest edition mi BCSI (Building Component Safety Information, a TPI and cA)for safe 0.708. practices prior to performing these functions. Installers shall provide temporary bracing per BCSI i Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom c DRWG GBLLETIN1014 shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of w s /FI L� 1'� IT I ; shall have ss bting Installed per BCSI sections B3, B7 or 810,as applicable. Apply plates to each fo • /� w a III- IIS\\V\I 11 ofandposition as shown above and on the Joint Details, unless noted otherwise. L S AT 1 V R.I Refer to drawings 1606-Z for standard plate positions. `, Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation f t . a�• �1✓ AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI I. or for handling, shipping,r •. �` `� �.`�� MAX. TOT. LD. 60 PSF • installation 6 braving of trusses. ••e••n a• A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional �(� e - - - _ 13723 Riverpoli Drive engineering responsibility solely for the design shown. The suitability and use of this drawing !1044 a� .n0 DUR. FAC. ANY Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. "•p..^-_�C+��,p 117 Maryland Heights,MO 63043 For more information a this job's general notes page and these web sites: I [i AX. SPACING 24.0" ALPINE, wwwolpineitw.con; Telewww.tpinst.orgi SHCA.www.sbclndustry.orgl ICC.www.iccsafe.org William I-I Vein'I is Nrlmher7f1RA • 09/18/2017